12-0053 Addendum Three - New Contractor (11-9-20).pdf

Addendum Three Repair Maintenance Shop, Bldg 8040 13 November 2020 FNWZ 12-0053

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Addendum Three (AD3)

PROJECT TITLE: Repair Maintenance Shop, Bldg 8040

PROJECT NUMBER: FNWZ 12-0053

This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents.

SERIES 100 – STATEMENT OF WORK (No items this addendum.)

SERIES 200 – ATTACHMENTS (No items this addendum.)

SERIES 300 – DRAWINGS

Item 301 AD3 Sheet C001, Legend; change the “Existing Concrete to Remain” indicated below to

“New Reinforced Concrete Walks, refer to details & specification 03 30 00.”

Item 302 AD3 Sheet C001, Legend; change “Full depth remove and replace existing asphalt match existing in depth and mix design” to “Provide new 6” minimum thick flexible base TxDoT 247 Type A, grade 2 and TxDoT 340, type D asphalt in 2” minimum thickness. Provide compaction to meet TxDoT standards.”

Item 303 AD3 Sheet C001, at contractor damaged asphalt locations around the facility, provide new flexible base TxDoT 247 Type A, grade 2 and TxDoT 340, type D asphalt in 2” minimum thickness on 4” minimum flexible base. Provide positive slope away from building.

Item 304 AD3 Sheet C001, “Asphalat Quantities” and the associated calculations are incorrect;

delete from the drawings.

Item 305 AD3 Sheet A103, New single concrete slab outside Doors 19 & 24 shall be changed to 3 independent slabs. At Doors 19 & 25, provide a 5’x5’x5” reinforced concrete slab;

dowel to existing foundation. Between doors 19 & 25, provide a 18’x18’x6”

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Addendum Two - Page 2 reinforced concrete slab for future equipment. All concrete shall be installed on prepared TxDoT subgrade indicated above.

Item 306 AD3 Sheet S4.0, note #7: Existing attachment lugs do not exist. Contractor shall provide design & structural support for existing vent stack. Contractor shall provide insulated manufactured roof curb for exhaust stack. Contractor shall provide (4) 4”x1/4” square posts in concrete foundations at building edges to support contractor supplied guy cables & connections to existing stack. Contractor shall also remove & dispose of all plywood from top of existing paint booth.

Item 307 AD3 Sheet M-2.0: Contractor shall provide additional fan for the Blasting Workshop:

Greenheck CW - 075 Sidewall Exhaust Fan, 250 CFM @ 0.32" sp. with Vari - Green motor, or approved equal fan on West wall beneath soffit. Provide power, wall penetration & seal, low leakage damper, & interconnection to AHU #2-16 for operation.

SERIES 400 – SPECIFICATIONS (No items this addendum.)

SERIES 500 – SPECIFICATIONS QUESTIONS & GOVERNMENT ANSWERS (G:)

Item 501 AD3 Deficiency Log – Is there an outstanding deficiency log associated with this project to give the contractor guidance in what needs to be corrected regarding work in place? G: No.

Item 502 AD3 During the site visit it was mentioned that all the plumbing materials, electrical materials, and bathroom accessories were on site and only need to be installed.

Question who is responsible for replacing any of those materials that are found to be defective, incorrectly installed and/or not usable? G: The government believes these items to be onsite.

Item 503 AD3 Section 00 01 02: In the division 1 specifications, we see no reference to minimum staffing requirements. Should the contractor consider a dedicated superintendent to be on this project full time? G: Contract shall include a. Project Manager (minimum 5 years experience w/ similar projects), b. Site Superintendent (minimum 5 years experience w/ similar projects), c. Contractor Quality Control (CQC) System Manager (minimum 5 years experience w/ similar projects) are required. Positions may be “dual hatted”; however, the person performing dual roles must be fully qualified in both requirements to be permitted.

Item 504 AD3 Section 00 01 02: In the division 1 specification we see no reference to a quality control program / plan. Will the contractor be responsible to turn in a QC plan? G:

Offeror shall provide a plan to implement the requirements of Contract Clause entitled “Inspection of Construction”, FAR 52.246-12. The plan shall identify personnel, procedures, control, instructions, test, records, and forms to be used at time of proposal. A finalized, more detailed Quality Control Plan may be required to be submitted and approved after contract award.

Item 505 AD3 Section 00 01 02: In the division 1 specifications we see no reference to a Quality Control manager being assigned to this project. Should the contractor consider having a Quality Control Manager assigned to this project? G: Yes, Item 503 above.

Item 506 AD3 Section 00 01 02: In the division 1 specification we see no reference to a safety program or a requirement for a site safety and health officer. Will the contractor be required to submit a safety plan and consider a dedicated SSHO? G: May be incorporated in the 3 required positions required in Item 503 above.

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Item 507 AD3 Section 00 01 02-11: Has a testing plan been submitted and tracked for this project?

Is there a record of what testing has been completed and accepted? G: Refer to project submittals.

Item 508 AD3 Section 00 01 02-12.1: As this project is roughly 75% completed and we are continuing from this point, what is the governments expectations regarding what THIS contractor is turning in regarding As-Built Drawings? G: Design CAD files & As-built drawings from the previous contract will be provided to the contractor for their use. This contract shall complete the requirements of Section 01 78 00, As- Built Drawings.

Item 509 AD3 Section 00 01 02-12.1: Does the government have the original documents that came with all the installed equipment to produce the O&M’s that are required in this specification? What O&M’s will the contractor be required to produce? G:

Government doesn’t have any submitted O&M’s, but will require them for the completed project’s products.

Item 510 AD3 Section 00 01 02-12.1: As THIS contractor did not purchase the equipment installed and thus does not have factory start up or training normally associated with that purchase. Do we need to consider purchasing these items? G: Training as indicated in specifications shall be required.

Item 511 AD3 Section 00 01 04-1.4: Will the contractor have to designate an onsite Environmental Manager with the qualifications listed in 1.4.1 as directed in this specification? G:

Yes.

Item 512 AD3 Section 00 01 04-1.5: Will the contractor be required to complete the ESOH training as listed in this specification? G: Yes.

Item 513 AD3 Section 00 01 04-2.4: We do not see a submittal for a completed SWP3 plan. Has a SWP3 been submitted for this project? G: No.

Item 514 AD3 Section 00 01 04-2.4.2: Has the CSI form for this project been completed and submitted? If not, Will we be required to obtain this form? G: No form submitted by previous contractor; shall be required under this contract.

Item 515 AD3 Section 00 01 04-3.1: Will this 50% diversion requirement pertain to THIS contractor as we have no idea how much waste was created or diverted on this project? G: 50% diversion shall apply to the new contract only.

Item 516 AD3 Section 00 01 04-4.1: We see no record in the submittals of this plan being submitted. Will we be responsible to submit this plan? G: Yes.

Item 517 AD3 Section 00 01 04-4.2: We see no record in the submittals of this plan being submitted will we be responsible to submit this plan? G: Yes.

Item 518 AD3 Section 00 01 04-4.2: As we have no records of the prior construction activity regarding this project, will we be required to submit this report? G: Yes, but 50% diversion shall apply to the new contract only.

Item 519 AD3 Section 01 78 00-1.3.1: Will the contractor be required to submit As-Built Drawings and CADD drawings as specified in this specification? G: Yes.

Item 520 AD3 Section 01 78 00-1.3.6: Will the contractor be required to submit this document? G:

No, government will generate Construction Data Worksheet & AF 1354.

Item 521 AD3 Section 04 20 00: Are there any noted deficiency’s regarding any of the masonry work that needs to be corrected and considered in this proposal? G: No.

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Item 522 AD3 Section 05 12 00-2.7.2: It was noted that the visible structural steel has areas that have been welded and not had primer applied and there are other areas that are rusting (some of the areas are inaccessible). Is the contractor responsible to make repairs to these areas? G: No.

Item 523 AD3 Section 05 12 00: Are there any noted deficiency’s regarding the structural steel work that needs to be corrected and considered in this proposal? G: No.

Item 524 AD3 Section 09 30 10: Who is responsible for work in place should it fail after the project is awarded? G: Work that was observable during the site visit would become the responsibility of this contract.

Item 525 AD3 Section 09 51 10: Is the government accepting the ceiling grid layouts currently installed as they do not meet the specifications or plan? G: Existing grid locations are acceptable.

Item 526 AD3 Section 10 26 13: Does the government have these guards on hand? G: The government does not believe these were purchased by the previous contractor & will be required under this contract.

Item 527 AD3 Section 10 28 13: It is understood that the government possess the toilet accessories to complete this project and the contractor is only supplying the labor to install; is that correct? G: The government believes the toilet accessories are at the south end of the building ready to be installed under this contract.

Item 528 AD3 Section 10 44 16: Does the government have the required extinguishers on hand for the contractor to install? G: No.

Item 529 AD3 Section 12 21 00: Does the government have the required blinds on hand for the contractor to install? G: No.

Item 530 AD3 Section 13 34 19: Would I be correct in stating that the metal building and insulated panels currently installed have been accepted by the government and that no corrections to existing work are required except the following: 1) Complete riser room roof trim 2) Repair or correct door trim at all roll up doors ? G: Generally this is correct, except: The previous contractor did not complete the fasteners on 3 panels on the west face & obviously didn’t complete the paint booth exhaust vent. The weather tightness of this penetration is in this contract.

Item 530 AD3 Section 13 34 19-1.6.2.1: Prime Contractor’s Weathertightness Warranty: Is it understood that THIS contractor cannot supply this warranty as we did not purchase the building nor did we install the building, or should the contractor consider additional costs to supply this warranty upon project completion? G: Warranty will not be required under this contract.

Item 531 AD3 Section 13 34 19 pgs 22-25: Contractors Five (5) Year No Penal Sum Warranty for Pre-engineered Metal Buildings: Is it understood that THIS contractor cannot supply this warranty as we did not purchase the building nor did we install the building, or should the contractor consider additional costs to supply this warranty upon project completion? G: Warranty will not be required under this contract.

Item 532 AD3 Section 21 13 13: From the site visit it is understood that the required system pressure testing has been completed. But the system still needs to be final tested after the completion of the fire alarm system and we also anticipate that sections of the installed system will need to be dismantled to correct issues with the paint booth and its completion, so the pressure test will need to be conducted a second time. As this system was designed and installed by a specific Fire Sprinkler Company and will

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Addendum Two - Page 5 need to be completed by that installing company please provide us with the name of the installing company. G: Automatic Fire Protection of San Angelo, TX.

Item 533 AD3 Section 22 00 00: During the site visit it was noted that there are pre-existing conditions regarding the plumbing system that do not meet plans and specifications regarding floor drains that are not positioned to allow for floor tile and wall base tile to be installed and condensate lines that are not routed properly to floor drains.

These condensate lines are now covered with wall finishes so there is no way of knowing where they are routed or if they were installed. Is the government going to produce a discrepancy list of rework items for the contractor to price as part of this project or is the contractor going to request change orders for the unforeseen issues that will come up during construction? G: The government is confident the drains were installed. Unforeseen issues shall be handled according to FAR.

Item 534 AD3 Section 23 00 00: Is all the mechanical equipment necessary to complete this project in the government’s possession? G: Yes, except for additional exhaust fan system included above.

Item 535 AD3 Section 23 05 93: We do not see any submittals regarding submission of TAB documents required on this project. Does the government have a Test and Balance Plan submitted and approved for this project? G: No.

Item 536 AD3 Section 23 08 00 00 10-1.4: We see no submittal for a commissioning Plan or certifications for the assignment of a commissioning company for this project. Has a commissioning company been working on this project as required, if so please provide us with the submittals and the company’s information? G: No.

Item 537 AD3 Section 23 08 00 00 10: If there has been no commissioning company on this project to date what is the government’s expectation regarding the performance of this specification? G: Commissioning of HVAC shall still occur. Direct conflicts between old & this contract will be considered for removal.

Item 538 AD3 Section 23 09 23.1320: We do not see any submittals regarding the DDC Controls has the government received any submittals for this specification? G: Submittal #16 for HVAC Controls. Refer to additional recent uploads.

Item 539 AD3 Section 23 81 50: Is all the HVAC equipment for this specification in the government’s possession? G: The government believes all the equipment is onsite in various stages of installation.

Item 540 AD3 Section 23 82 02: Is all the HVAC equipment for this specification in the government’s possession? G: The government believes all the equipment is onsite in various stages of installation.

Item 541 AD3 Section 26 51 00: Are all the uninstalled light fixtures in the government’s possession? G: Yes.

Item 542 AD3 Section 28 31 76: Please provide the name of the company that has provided the engineered fire alarm design 32-31-19 and submittals for this project. G: Maximum Fire Protection, Abilene TX.

Item 543 AD3 Section 32 31 19: Are there any outstanding submittals for this specification? G:

No.

Item 544 AD3 Section 32 31 19: During the site visit it was noted that the on-site materials have been exposed to the elements and there is the potential for damage to the finishes.

Will the contractor have any responsibilities regarding replacing damaged materials?

G: Contractor may have to provide manufacturer touch-up paint on minor damaged

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Addendum Two - Page 6 materials. Some posts may be required to be modified to be installed to existing conditions; i.e, providing & installing baseplates on posts that were designed to be in concrete.

Item 545 AD3 Section 33 30 00: Is there any remaining work elements for this specification that the government is aware of? G: No, only final connections to installed sewer with individual fixtures.

Item 546 AD3 Section 34 71 13.16: It was noted during the site visit that work was started but not completed on these barriers. 1) Is all the materials necessary to complete this specification on site? 2) is the work in place acceptable to the government as it does not meet plans and specifications? G: The installed posts are acceptable once painted, but asphalt is required surrounding the posts; see Series 300 above. We are not aware of any of the guardrail system being onsite.

SERIES 600 – DRAWING QUESTIONS & GOVERNMENT ANSWERS (G:)

Item 601 AD3 Dwg C001: In the NE corner of the asphalt replacement it was noted during the site visit that there is a curbed grass island containing a power pole that Is not shown on the construction drawings. What are we doing in this location? G: Contractor shall shape new asphalt down to existing curb flow line.

Item 602 AD3 Dwg C001: The asphalt as a whole around this building is in poor condition. There are additional damaged areas which are not shown on the construction drawings for repair. Is the government going to quantify the asphalt repairs or should the contractor consider the Asphalt Quantities noted on the plans and submit change orders for additional quantities? G: Refer to Series 300 above asphalt notes above.

Item 603 AD3 Dwg C001: The asphalt located where the guardrails system has been removed but there is no indication on the plans to replace this asphalt. Is this correct? G: Yes, refer to Series 300 notes above.

Item 604 AD3 Dwg C001: There is no specification regarding the asphalt installation or the subbase work. What mix designs should the contractor consider for this project? G: Refer to Series 300 above asphalt notes above.

Item 605 AD3 Dwg C001: On the NW side of the building there is a large concrete landing serving

(2) personnel doors that needs to be installed. During the site visit it was noted that there is a communication ground box inside the footprint of this landing. The boxes elevation is too low and will be an issue. Who is responsible to move this box and the fiber optic cable to allow for the installation of the concrete landing? G: Refer to Series 300 above for concrete changes in this area.

Item 606 AD3 Dwg C001: At the location for roll up door # 28 we see no work indicated for the approach into that door. Is this correct? G: No, an asphalt or concrete ramp shall be installed at this location.

Item 607 AD3 Dwg C001: At the location for roll up door #35 and personnel door #36 there is an existing approach that does not match the layout with the new doors. The plans show no work in this location. Is this correct? G: At Door 36, provide 5’x5’x5” reinforced concrete slab; dowel to existing foundation. At OH Door 35, provide new full width reinforced concrete ramp from door pocket to existing asphalt at 2/12 slope.

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Item 608 AD3 Dwg C001: Who is responsible for the removal and disposal of all the trash, additional parts not used and spoils from the job site? G: This contract.

Item 609 AD3 Dwg A101: The previous contractor has installed posts for the guard rail system, but they are not spaced per the plans nor are they the proper distance from the building.

Is the placement of these posts acceptable to the government or do they need to be corrected? G: Acceptable, but shall be trimmed level & painted.

Item 610 AD3 Dwg A101: The compressor area is not installed per plans and was moved to the north of the riser room. Will the contractor still be responsible to install the Highway Guard rail system in the new location? The new location is behind a transformer and utility pole. G: No. A 4”dia, sched 40 painted bollard embedded in 12” dia x 3’ deep concrete pier shall be installed at the exposed corners of the compressor area under this contract.

Item 611 AD3 Dwg A101: The mechanical enclosure located between grid lines 12 and 15 on the east side of the building has the new concrete pad already placed. The BaSteel fencing system that was purchased for that enclosure has posts that are to be mounted in the concrete pad with footings below. Should the contractor consider coring through the existing pad or is it acceptable to enlarge the fence and place the posts outside the concrete pad? G: Contractor shall shift fencing to the West to install posts in new concrete. Provide closure panel to secure the Exterior Secured Receiving area.

Item 612 AD3 Dwg A101: Rolling gate #37 located on the east side of the building will not open properly due to the landing at door #19 if it is placed as shown in the construction drawings. Is it acceptable to move the gate to the north closing against the building and moving the fence panels to the south? G: Yes.

Item 613 AD3 Dwg A101: The current opening for the air shower is much larger than the equipment that is on site. Will the contractor need to fill this opening with wall section 3 utilizing CMU as shown or can the infill be done with steel stud framing matching the top of section of wall section 3? G: Infill with steel stud framing & metal wall panels(South)/tile(North) is acceptable.

Item 614 AD3 Dwg A101: In (2) locations the steel stud framed wall placed on top of the CMU wall in wall section 3 was not centered properly and the finishes are overhanging the CMU wall. This is not compliant with the design and will potentially allow air transfer between the CMU wall and Steel Stud wall. Is this condition acceptable or should the contractor consider a trim solution to seal this wall? G: Contractor shall ensure the metal trim to masonry top is continuously sealed with sealant.

Item 615 AD3 Dwg A101: Throughout the facility there are numerous walls that were not installed square or plumb. Is this condition acceptable to the government? G: Yes.

Item 616 AD3 Dwg A101: Door #26 Installed in the 2hr fire rated wall has a 24” x 24” glass view window in it. This is not compliant with current fire and building codes. View glass is limited to 100 SQ inches with no one side being longer than 10”. Is this door to remain or is the contractor replacing it? G: This contract shall remove & replace door & provide 90 minute rated assembly under this contract.

Item 617 AD3 Dwg A101: The mixing valve boxes installed in the 2hr fire rated wall are not fire rated boxes. What is the governments direction regarding these boxes? G: The contractor shall provide additional materials around the boxes to construct a 2HR Code rated wall penetration under this contract.

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Item 618 AD3 Dwg A101: During the site visit it was noted that the exhaust stack on the paint booth was not installed and that the ceiling panels were fully installed with no opening to install the paint booth. The exhaust stack and support frame is laying outside the building. Currently fire sprinkler piping and electrical conduits are installed in the location that the exhaust stack is required to go in. What is the governments expectation regarding the exhaust stack? G: Exhaust stack shall be installed to meet manufacturer’s specifications/commissioning. This may require this contract to relocate non-compliant fire sprinkler piping or electrical conduits/wiring.

Item 619 AD3 Dwg A102: The contractor is being directed to provide a spill safe system with a maximum height of 2.5”. We did not see any specification regarding this system, and we cannot locate a system that meets the description on the plans. Please provide further instruction or specifications as to what is required. G: Contractor shall provide a polyurea floor finish throughout the room & 2.5” up perimeter walls.

Provide 2-1/2” x ¼” metal angle secured to interior jamb of door frame & floor.

MarvelShield Extreme Abrasion (M391), or approved equal, is a 100% solids, 100% polyurea coating designed for use as a highly abrasive elastomeric coating or topcoat.

Item 620 AD3 Dwg A106: Contractor is directed to reuse all existing paint boot supports, stand and curbs to install the existing exhaust stack. Our estimation is that the exhaust stack weighs better than 2,000 pounds. The MBCI roof Panel specification states that NO mechanical equipment can be supported by the roof panels. The plans do not show any details as to how the exhaust stacks weight will be carried. The support frame cannot sit on the roofing panels. Please advise. G: Refer to Series 300 above.

Item 621 AD3 Dwg A106: During the site visit we could not locate a complete roofing curb assembly for the exhaust stack. Will the contractor be responsible to replace the missing roof curb components? G: Yes. Refer to Series 300 above.

Item 622 AD3 Dwg A106: During the site visit it was noted that there were damaged light fixtures and missing vacuum lines on the paint booth. Per the paint booth commissioning specification, we are responsible for replacing the frequency drives and conducting a factory start-up of the system. If the factory startup identifies additional work that is required to be performed on the paint booth to make it fully operational, who is responsible for the additional costs? G: Contractor shall provide under this contract.

Item 623 AD3 Dwg S6.0: This detail is the structural framing for the exhaust stack that should be installed to form the opening. As the framing is now covered with the ceiling panels can the government verify that this detail is installed correctly as show? G: The government does not believe the framing has been installed. Contractor shall provide under this contract. Also, refer to Series 300 above.

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SERIES 700 – GENERAL QUESTIONS & GOVERNMENT ANSWERS (G:)

Item 701 AD3 Warranty: What is the government’s expectation for the awarded contractor regarding the warranty of already installed items? Most sureties will not want to provide such warranties because of the unknown liability. G: Contractor shall provide the typical one year warranty for all items installed under this contract.

Work completed prior to this contract will not be included in this warranty.

Item 702 AD3 Warranty: For equipment that has already been installed, it is likely that the equipment is beyond the warranty period. How does the government want bidders to address this issue? Additional insurance perhaps? G: Contractor shall provide the typical one year warranty for all items installed under this contract. Work completed prior to this contract will not be included in this warranty.

SERIES 800 – PROPOSAL SUBMISSION QUESTIONS & GOVERNMENT ANSWERS (G:)

Item 801 AD3 SF1442 Block 19: Please clarify the number of solicitation amendments that have been issued to date. Is the revised Request for Proposal that was uploaded to beta SAM on 26 Oct 2020 considered Amendment 0001? There is no Standard Form 30 accompanying the new RFP or the more recently posted Material Submittals.

G: There will be an amendment issued shortly. The number will be 0001 and it will have a date extension to 4 December 2020.

Item 802 AD3 RFP, P1: The RFP states that proposals must be submitted “no later than 18 November 2020 in order to be considered for award.” Please confirm that proposals are due at 4:30 p.m. local time on that day

G: Proposal are now due 4 December 2020 at 4:30 PM CST (Central Time)

Item 803 AD3 RFP, P1: Please confirm that the Bid Guarantee shall be in the amount of 20% of the bid price.

G: Yes

Item 804 AD3 RFP, P1: Does the government require receipt of the original, hardcopy bid guarantee no later than the due date and time for electronic proposals? Or is only an electronic copy of the bid guarantee, included with the offeror’s emailed proposal, required?

G: No, just an electronic copy of proposal

Item 805 AD3 RFP, P2-3: In the “Proposal Preparation Instructions” it states “Offerors shall provide a detailed course of action and work plan…”. In Factor 2: Price, paragraph “a”, it states that proposals should “support the proposed technical approach.” Please clarify: The Evaluation Factors described in the RFP include just two factors:

Factor1 - Schedule, and Factor 2 - Price. There is no evaluation factor for a “work plan” or “proposed technical approach”. Please confirm that a narrative work plan/proposed technical approach is not part of the evaluation factors.

G: Schedule is for us to see how you plan on completing the work and the work pace you are setting for the site. The price breakdown has to follow the attached 16 Division price breakdown in order for us to evaluate it.

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Item 806 AD3 RFP, P2: Please confirm that the requirement for “Section II – Price Schedule” is for offerors to include:

1) the signed SF1442

2) the signed, one-page pricing form on page 4

3) Attachment 2, Bid Breakdown by Division form, and

4) Bid guarantee

G: Yes

Item 807 AD3 RFP Section II, “Proposal Preparation and Evaluation Information”, indicates that a Technical (Section I) and Price Schedule (Section II) shall be submitted. Are offerors required to submit these sections as two separate email attachments/files, or is it acceptable to submit both sections in one PDF file?

G: Both files can be submitted in one PDF file.

Item 808 AD3 RFP, POC’s: The following are not endorsed by the government for project completion, but provided as a resource to the contractor. The list of previous subcontractors is as follows:

HVAC & Plumbing Batjer & Associates Electrical Buffalo Gap I&E Fire Suppression Automatic Fire Suppression Fire Alarm Maximum Fire Protection Drywall Harris Acoustics Windows Binswanger Glass Painting Diamondback Painting Doors & Hardware Tex-Oma Builders Supply Overhead Doors Tex-Oma Builders Supply Toilet Accessories Tex-Oma Builders Supply Signage Tex-Oma Builders Supply Masonry Smith Masonry Roofing 3D Steel Buildings (Ballinger, TX) Vinyl Plank & Tile Menke, Inc.

Air Shower Aerospace Facilities Group Inc.

Paint Booth Global Finishing Solutions Metal Fencing BaSteel Perimeter Systems Millwork Abilene Millworks Asphalt & Concrete FARR Builders – bankrupt

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