A3 ITB S-63500-00013826 John Day Watershed District Office Imp.pdf

ADDENDUM #3

ITB S-63500-00013826

John Day Watershed District Office Improvement

Engineering Project # 21-033

October 7, 2025

This addendum modifies the Invitation to Bid (ITB) document(s) for work only to the extent indicated herein. All other areas not specifically mentioned or affected by this addendum shall remain in full force.

This addendum shall be added as a part of the original ITB document(s) and shall become part of the work required.

Deleted language is shown within [brackets and strikethrough]. New language is shown in Bold and Underlined.

ADDENDUM

1. ATTACHMENT B-1 SPECIFICATIONS John Day Watershed District Office Improvement shall be removed in its entirety and replaced with ATTACHMENT B-1 091925 SPECIFICATIONS John Day Watershed District Office Improvement dated September 19, 2025 and contains the following modifications:

A. Section 09 54 26 Suspended Wood Ceilings shall be modified as follows:

1. 1.1. SECTION INCLUDES

A. [Wood veneer panels.] Acoustical Wood Ceiling.

2. 2.2 WOOD CEILING UNITS

A. Ceiling Panels Type AP-1

7. [Veneer Species: Red Oak.] Finish: Red Oak.

B. Section 07 21 00 Thermal Insulation shall be modified as follows:

1. 1.4 SUBMITTALS

[C. ABAA Manufacturer Qualification: Submit documentation of current evaluation of proposed manufacturer and materials.

D. ABBA Installer Qualification: Submit documentation of current contractor accreditation and current installer certification. Keep copies of contractor accreditation and installer certification on project site during and after installation. Present on-site documentation upon request.]

C. Section 05 12 00 Structural Steel Framing shall be modified as follows:

1. 1.4 QUALITY ASSURANCE

A. [Fabrication Qualifications: A qualified fabricator that participates in the AISC Quality

Certification Program and is designated an AISC-Certified Plant, Category STD.]

RESERVE

B. [Installer Qualifications: A qualified installer who participates in the AISC Quality Certification Program and is designated in AISC-Certified Erector, Category CSE.]

RESERVE

ADDENDUM #3 ITB S-63500-00013826 2

D. Section 32 31 14 Fences and Gates shall be modified as follows:

1. 1.1 DESCRIPTION OF WORK

A. The work covered by this section consists of [galvanized] chain-link fence and gates as well as composite fences.

2. 2.3 LINE POSTS

A. [Posts of galvanized steel.] Material: Schedule 40 steel.

3. 2.4 END, CORNER PULL POSTS

A. [Posts of galvanized steel.] Material: Schedule 40 steel.

4. 2.5 GATE POSTS

A. [Posts of galvanized steel.] Material: Schedule 40 steel.

5. 2.6 TOP RAILS AND POST BRACES

A. [Rails and post braces of galvanized steel.] Material: Schedule 40 steel.

6. 2.7 ACCESSORIES AND ATTACHMENTS

A. Fabric ties: [Galvanized s] Steel bands of not less than 0.148-inch diameter galvanized steel wire.

B. Stretcher bars: [Galvanized s] Steel 1/4 by 3/4-inch in cross section, or equivalent cross section with length equal to full height of fabric.

C. Truss rods: [Galvanized s] Steel, 3/8-inch-diameter, or equivalent cross section, and shall have suitable adjustment.

D. Post tops: Caps of pressed [galvanized] steel. Provide with a hole suitable for through-passage of the top rail. Fit snugly to the post, have means for attaching securely to the post and exclude moisture from tubular posts. 45-degree arm, out.

G. Brace wire, tie wire

1. [Galvanized w] Wire meeting requirements of ASTM A 121, Class 3 coating.

2. Unless otherwise designated, size of wire shall not be smaller than the following:

a. Brace wire No. 9

b. Tie wires or clips for fastening No. 12

3. Tie wires for chain-link fence of size and type recommended by manufacturer, but not smaller than No. 9 for post ties or No. 12 for rail and brace ties. Equivalent [galvanized] steel clips or aluminum wire or clips may be used as accepted by the Engineer.

H. [Galvanizing: All pipe sections galvanized after fabrication shall be in accordance with ASTM A 53. All other items incidental to erection of fence may be galvanized after fabrication in accordance with ASTM A 153. Wire fabric ties will have not less than 0.8 ounce of zinc per square foot.] RESERVE

I. SWING GATES

1. [Frames of galvanized steel. Material: Schedule 40 steel.

2. Steel frames [Frames] round in section, with 1.9 inch outside diameter, and weighing 2.72 lb/ft.

E. Section 09 21 00 Gypsum Board shall be modified as follows:

A. 3.2 INSTALLATION

B. [Extend all loadbearing and non-loadbearing partitions to the underside of manufactured roof trusses and apply gypsum wallboard full height with minimal butt joints.] RESERVE.

2. ATTACHMENT C-1: PLANS John Day Watershed District Office Improvement shall be removed in its entirety and replaced with ATTACHMENT C-1 091825 PLANS John Day Watershed District Office Improvement dated September 18, 2025 and contains the following modifications:

A. Sheet A3.10 Reflected Ceiling Plan – Level 1 shall be modified as follows:

1. REFLECTED CEILING PLAN LEGEND

TYPE D – [WOOD VENEERED CEILING PANELS (INTERIOR)] ACOUSTICAL WOOD

CEILING

B. Sheet G000 Electrical Legends and Abbreviations shall be modified as follows:

1. TELECOMMUNICATIONS Symbols

a. DATA OUTLET: CABLE/JACK QUANTITY (x2 CAT6A U.O.N)

b. DATA OUTLET: WALL PHONE (x1 CAT6A CABLE/JACK)

c. WIRELESS ACCESS POINT: WALL, CEILING (x2 CAT6A U.O.N.)

C. Sheet C-200 Street and Storm Plan and Profile shall be modified as follows:

1. CONSTRUCTION NOTES

a. CONSTRUCT [STANDARD] CURB AND GUTTER PER ODOT STANDARD DETAIL

RD700/C504.

D. Sheet A7.20 Equipment and FF&E Plan shall be modified as follows:

a. Waiting 102 – Note: LIVE EDGE BENCH, PROVIDED WITH CASEWORK, [W/C] C-

TABLES BY FF&E

E. Sheet A7.21 Equipment and FF&E Schedule shall be modified as follows:

1. FF&E SCHEDULE

a. [102 BENCH CUSTOM LIVE EDGE BENCH WITH METAL BASE(S)]

F. Sheet A9.70 Interior Casework Details shall be modified as follows:

1. Detail: B1 CUSTOM LIVE EDGE BENCH [– FF&E]

2. Note: B1 [SMOOTHED, NATURAL LIVE EDGE OAK SLAB; SHAPE DEPENDENT ON

SLAB SELECTION. MAX 3 PARTS TO ACCOMODATE CURVE WITH BOW TIE OR

DOVETAIL JOINTS.]

NATURAL LIVE EDGE RED OAK SLAB, SANDED TO A SMOOTH FINISH ON ALL

SURFACES; NO EDGE BARK; CLEAR MATTE OR SATIN FINISH; SHAPE DEPENDENT

ON SLAB SELECTION. MAX 3 PARTS TO ACCOMMODATE CURVE WITH BOW TIE OR

DOVETAIL JOINTS.

3. Detail: B2 LIVE EDGE RED OAK SLAB[; SMOOTH, NATURAL FINISH]

G. Sheet A9.80 Interior Wall and Ceiling Details shall be modified as follows:

1. Detail: A3 CEILING DETAIL @ WAITING ROOM

a. 092100.GBC GYPSUM BOARD TYPE ['C'] ‘X’

3. ATTACHMENT B-2: 091025 SPECIFICATIONS John Day Watershed District Office Improvement shall be removed in its entirety and replaced with ATTACHMENT B-2 100325 SPECIFICATIONS John Day Watershed New Shop Building dated October 3, 2025 and contains the following modifications:

A. The sections listed below shall be modified to remove the BABAA requirement from the project as follows: “If Build America…” 06 10 00 ROUGH CARPENTRY – 1.4 Submittals, A.

06 20 00 FINISH CARPENTRY – 1.2 Submittals, A.

07 21 00 THERMAL INSULATION – 1.3 Submittals, A.

07 26 00 WEATHER BARRIERS – 1.5 Submittals, A.

07 60 00 FLASHING AND SHEET METAL – 1.2 Submittals, A.

07 71 23 MANUFACTURED GUTTERS AND DOWNSPOUT –1.4 Submittals, A.

10 28 13 TOILET ACCESSORIES – 1.3 Submittals, A.

22 00 00 PLUMBING – 1.2 Submittals, A.

22 13 00 FACILITY SANITARY SEWERAGE – 1.2 Submittals, A.

23 00 00 HEATING AND VENTILATION – 1.3 Submittals, A.

26 00 00 ELECTRICAL – 1.3 Submittals, A.

26 05 00 ELECTRICAL GENERAL REQUIREMENTS – 1.10 Submittals After Award of Contract, A.

ADDENDUM #3 ITB S-63500-00013826 4

26 05 10 BASIC ELECTRICAL MATERIALS AND METHODS – 1.4 Submittals After Award of Contract, A.

26 05 33 ELECTRICAL RACEWAYS – 1.4 Submittals After Award of Contract, A.

26 50 00 LIGHTING – 1.3 Submittals, A.

B. Addition of Specification Section:08 54 13 FIBERGLASS WINDOWS shall be added in its entirety.

C. Deletion of Specification Section:08 71 00 DOOR HARDWARE shall be deleted in its entirety.

D. Addition of Specification Section:08 70 00 HARDWARE shall be added in its entirety.

E. Addition of Specification Section:08 14 16 FLUSH WOOD DOORS shall be added in its entirety.

F. Section 08 36 00 Overhead Panel Doors shall be modified as follows:

1. 2.2 COMPONENTS

C. Tracks and Hardware:

1. Provide and install 14 gauge galvanized steel 2 inch tracks as approved by manufacture for selected doors. Horizontal portions to have a continuous 2 inch x 2 inch steel angle for track mounting to ceiling. [Bays 1 and 6 shall receive high lift track.

Bays 2-5] Doors 107, 108, and 109 shall use standard lift tracks.

G. Section 26 00 00 ELECTRICAL shall be modified as follows:

1. 2.1 MATERIALS

E. Wiring Devices:

2. Switches – Color [white] Grey, toggle style series including dimmers.

2. E. Wiring Devices:

3. Duplex Receptacles, Color [White] Grey w/ [White] Stainless Steel Cover Plates:

a. Standard Receptacles.

1) [15] 20A: Leviton, [white] grey color.

b. GFCI Receptacles.

1) 20A: Leviton Catalog No. 6899W or approved equal.

c. Arc Fault Circuit Interrupter Receptacles.

1) [15] 20A: Leviton Catalog No. R02-GFTA1-0KW or approved equal.

3. E. Wiring Devices:

5. Cover Plates – [Color White] Stainless Steel. All receptacles, switches, dimmers, data ports, and telephone ports to be provided with UL approved cover plates. Where two or more switches, outlets, or data ports are in the same location, or such combinations of switches, outlets, or data ports are in same locations, they shall be ganged and covered by a single plate of the proper gang, mix, and type.

4. ATTACHMENT C-2: Phase II: John Day Watershed District Office Improvement shall be removed in its entirety and replaced with ATTACHMENT C-2 092525 PLANS John Day Watershed New Shop Building dated September 25, 2025 and contains the following modifications:

A. Sheet 5 Elevation and Section View shall be modified to add information: Masonry Veneer, Eve Heights, Roof Slope, Gypsum, Jib Crane and Hoist, and Freezer.

B. Sheet 8 Joist Plan shall be modified to add: Door Schedule, Door Types, and Door Frames and be relabeled to Joist Plan, Door Schedule, Door Type, and Frame.

C. Sheet 9 Proposed Floor Plan, Section View, and Window Type shall be modified to add: Window Types.

5. Closing Date and Time:

All references to the Closing Date and Time are modified to read:

“ITB CLOSING DATE: October 21, 2025 CLOSING TIME: 2:00 PM PT

The prospective Bidders have until Close of Business on October 14, 2025, to submit written questions or protests regarding this Addendum.

This addendum constitutes a MATERIAL CHANGE to the ITB. Its receipt by the Bidder is to be acknowledged per the Acknowledgment of Addenda located in Attachment A, Form A-1.

Addendum prepared by:

Julie L. Cone julie.l.cone@odfw.oregon.gov

END OF ADDENDUM No. 3 mailto:emailaddress@state.or.us

ADDENDUM #3 ITB S-63500-00013826 6

QUESTIONS AND ANSWERS:

Following are questions asked during the Mandatory pre-bid conference held on September 23, 2025 and received by Bidders and ODFW’s answers. The answers and clarifications provided below by ODFW are for informational purposes ONLY and DO NOT constitute a change to the terms, conditions, technical specifications or requirements of the ITB.

1. Question: Are you accepting pre-bid comparable product substitutions for the suspended wood ceiling WS-1 outlined in spec section 09 54 26?

Answer: Yes, ODFW is accepting product substitutions from general contractors for this ITB.

2. Question: Which product and material are you looking to use for the suspended wood ceiling? The specs and plans have conflicting information. A. The Armstrong WoodWorks Tegular is offered in Veneer. B. The Armstrong WoodWorks Linear can be either Veneer or Solid Wood

Answer: The Finish Schedule in the documents is correct. There will be clarifications in Section 09

54 26, see revision in the addendum section.

3. Question: I see an ABAA requirement for thermal insulation, this will be fairly restrictive for subs in eastern Oregon, would you be willing to waive the ABAA certification requirement for Insulation? As an aside, we typically see that requirement for weather barrier, rarely for insulation.

Answer: Yes, ODFW will accept the removal of this requirement. Please see addendum section for revisions.

4. Question: You have an AISC requirement for both steel fab and erect – this limits the number of subs available to bid on the project, especially for a fairly minor scope of work, would you please waive the AISC requirements?

Answer: Yes, ODFW will accept the removal of this requirement. Please see addendum section for revisions.

5. Question: Can you please verify the network cabling, if CAT6 or CAT6A or a mixture of and if plenum or non-plenum.

Answer: The Network cabling is CAT6A non-plenum rated cable. Please see addendum section for revisions.

6. Question: The drawings call for black chain link and wood privacy but the spec sheet says galvanized only. Just would need clarification of which to bid there but will provide a bid for the black in the meantime.

Answer: Contractor shall provide black vinyl coated chain link fence and wood privacy fence where each is indicated on the Drawings. Please see addendum section for revisions.

7. Question: Calls for automated gates and there’s three slide gates do all gates need to be operated or just the one near the building? Also opening sizes are not specified would recommend at least 14’-20’ For all gates but the main gain may need a slight redesign of the fence line in order to fit a wider gate.

Answer: All gates are dimensioned on Attachment C-1 Sheets A1.00 and A1.10. The gates nearest the building has provisions and notes on the Drawings to be automated. The other gates are manual.

8. Question: FDC is shown remote, but utility plan does not show 4-in pipe coming from fire room back to the FDC. The only way to avoid pipe to FDC is to hang it on the building.

Answer: Since there is not a close fire hydrant, it was decided to have an FDC plumbed directly from the 6 inch water main.

9. Question: The design calls out standard curb (construction note 1 on C-200) on the access road with curb inlet catch basins (hooded). I have never seen this before. Hooded (City of Pendleton standard) always go with curb and gutter. Maybe they meant standard curb and gutter.

The drawings don’t look like it, though. Please advise?

Answer: You are correct, Note 1 should reference Curb and Gutter. The Typical Roadway Section does reference Curb and Gutter. Please see addendum section for revisions.

10. Question: Regarding the custom live edge bench. Confirm if this is to be included in casework/millwork quote as it's labeled as "FF&E"? If to be included, details B1 & B2 on A9.70, simply lists the material as "oak". Would need to know if it's to be red or white oak?

Big difference. And also a finish if there's one to be specified?

Answer: Custom live edge bench shall be included in casework and millwork. Provide red oak.

Please see addendum section for revisions to finishes.

11. Question: There are details in the architectural sheets (A9.10) for a foundation drain. Although it refers to civil, there is no mention in civil and the detail looks like the whole perimeter footing is backfilled with drain rock. Big swing between yes and no.

Answer: There is an invert called out on CD-300 near the entry that would connect into the perimeter drain. Provide perimeter drain as noted on A9.10. Backfill with drain rock as shown in details that slopes down to drain.

12. Question: Section 09 21 00 3.2 B. Extend all load bearing and non- load bearing partitions to underside of roof trusses and apply GYP. full height? Section cuts don't appear that wood framed walls frame to Deck other than Elec. room / fire riser room and a few sheer walls.

Do all walls need to be rocked to underside of deck?

Answer: Please follow wall types and sections. Additionally see addendum section for revisions.

13. Question: Sheet A3.10 RCP Vestibule 101 & Waiting 102 Appear to be a wood framed ceiling with

Gyp cover, what about the remainder of gypsum ceilings in rooms 103A-104-117-118 &119 are those to be wood stud or metal framing?

ADDENDUM #3 ITB S-63500-00013826 8

Answer: Please provide wood stud framing for ceiling framing.

14. Question: Sheet A3.10 RCP Room 103 show Armstrong drywall grid soffits on east and west sides of room would 250SFS137-30EQD studs be acceptable?

Answer: Yes, a framed assembly could be substituted.

15. Question: Sheet A9.80 Details A3& A5 i notice Type C drywall called out! Is that 1/2'' type C on all ceilings or would 5/8'' X be acceptable? I don't see Type C in Specs.

Answer: 5/8 inch Type X is acceptable. Please see addendum section for revisions.

16. Question: The spec’s mention romex, rigid conduit, emt. Then on devices one part says white with white plates another say’s gray with stainless plates. One calls out 15a receptacles another say’s 20a.

Answer: Attachment B-2 Specifications for Bid alternate 3 shop building does mention the different wire types of romex, rigid conduit, emt, and mc cable. ODFW’s expectation is the Contractor will use the wire as applicable for the different wall types as the building has a mix of wood and steel. For the device color, all will be adjusted to grey with stainless steel plates. All will be designated 20a. Please see addendum section for revisions.

17. Question: There is no call out for the masonry that is shown on the elevation of the alternate #3 shop building.

Answer: Attachment B-2 PLANS for the shop alternate show a masonry veneer on the shop

18. Question: Can you provide clarification on document "A1 ITB S-63500-00013826 John Day

Watershed District Office Improvement"? It states that there is a revision to "Attachment B-2 091025 SPECIFICATIONS John Day Watershed District Office Improvement," but it appears to us that a revision to "Attachment B-2: Phase II: John Day Watershed New Shop Building" is what was provided, the difference being name of the document we assume should be "new shop building" instead of "district office improvement."

Answer: All specifications and plans are considered to be under the umbrella of construction of the new Watershed District Office Building in this solicitation. Those labeled with B-1… and C-1…designations are for the main office building. Those labeled with B-2…and C- 2….are for Bid Alternates 3 and 4 for the shop building and paving. Please see the addendum section for clarification on titles on revision documents.

19. Question: Could you confirm that BABAA (Buy America) needs to be met for the Lighting Fixtures.

It is not on the Schedule and I don’t believe that some of the fixture are available as BABAA. The original Project Manual alludes to not knowing if it will apply, but I believe the Addendum confirms it IS needed?

Answer: References to BABAA requirements in ATTACHMENT B-2: Phase II John Day Watershed

District Office Shop Building will be revised in the specifications. There are no federal funds in this project and BABAA does not apply. Please see addendum section for revision information.

20. Question: Is this a Build America, Buy America Act Project?

Answer: This is not a BABAA project. References to BABAA in the specifications will be updated

(see Question 19 above). There are no federal funds in this project.

21. Question: Confirm the low eve height of the building.

Answer: Low eve height is 12 feet. Please see addendum section for revision information.

22. Question: Confirm the roof pitch of the building.

Answer: Roof pitch is 1.5/12. Please see addendum section for revision information.

23 Question: What is the R value required in the roof and walls?

Answer: Roof insulation is R-38, wall insulation is R 21 (per Attachment B-2 Specification 07 21 00,

2.1 A1 and 2.1 C1).

24. Question: Attachment E-1 - Apprenticeship Requirements: in paragraph 4 - "Contractor shall be an

Oregon Bureau of Labor and Industries (BOLI) Registered Training Agent in accordance with OAR 839-011-0162 at time of time of contract execution." If the General Contractor is not a 'Registered Training Agent', will the General Contractor's bid be classified as non-responsive?

Answer: To fulfill the Apprenticeship Requirement for projects $3,000,000 and higher the employer is to be a Registered Training Agent as listed in OAR 839-011-0162. If all requirements are not met, the successful low bidder will not be eligible for the resulting contract.

25. Question: In addition, Attachment E-1, the last sentence of paragraph 4: “A Covered Subcontractor must be an approved training agent at the time of consent to subcontract unless it will not be performing work in an Apprenticeable Occupation.” If the Covered Subcontractor is not a ‘Registered Training Agent’, will the subcontractor be classified as non-responsive?

Answer: To fulfill the Apprenticeship Requirement for projects $3,000,000 and higher, subcontractors, with a contract for an estimated value of $750,000 or more in the project and performing Apprenticeable work, is to be a Registered Training Agent as listed in OAR 839-011-0162. If all requirements are not met, the subcontractor will not be eligible for the resulting contract.

26. Question: Part III of attachment E-1: Does noncompliance still allow a contractor who is not registered as a Training Agent to bid on the project, and if awarded, cover the reduction in payment?

Answer: The Apprenticeship Requirement is based on ORS 279C.533 and ODFW is a Qualifying

Agency required to follow the statute when issuing a contract that meets the statute guidelines. There are no exceptions to this statute, thus Contractors and subcontractors must meet these requirements.

ADDENDUM #3 ITB S-63500-00013826 10

27 Question: For clarity. Attachment D-5 requires excess/umbrella insurance coverage of $10,000,000.

Does this requirement apply to all bidding subcontractors?

Answer: Attachment D-5 Insurance Requirements, Excess/Umbrella Insurance does not contain language to require the subcontractors to carry the stated $10,000,000.00 policy limit.

28. Question: Is all of the metal to include the panels Buy America? In the Flashing and Sheet Metal

Section (076000) this is noted.

Answer: This is not a BABAA project. References to BABAA in the specifications will be updated

(see Question 19 above). There are no federal funds in this project.

29 Question: Substitution Request: H200 SoloMount Clutch Shade Specified Item: Draper, Hunter

Douglas, MechoShade, SWFcontract

Answer: Substitution Request was Not Approved. Reason: The fabric options are not 100% PVC free as indicated in Specification Section 12 24 00 Window Shades, 2.3.A.

30. Question: Is there a spec for the PEMB supply for Alt 3?

Answer: No specification for PEMB. It is Contractor designed. ODFW anticipates it as mix of wood and steel, and interior wood walls. Roof framing is to utilize strapped liner system to achieve insulation values.

31. Question: Can you provide a door schedule showing the overhead door sizes for phase 2?

Answer: A schedule will be provided. Please see addendum section for revisions.

32. Question: Sheet 9 ALT. Bid #3 What exactly are we trying to capture in the Drywall scope, there are no wall types or ceiling plan!! Full height gyp to structure and level of finish?

Answer: Drywall scope is full height gyp to roof structure and wall finish to Level 4.

33. Question: The Shop portion of the project appears to have been designed by a different team and specifies much lower quality “online” lighting. Is the intent to purchase those direct? Or should we offer our lowest quality product in hopes of meeting your price?

Answer: Contractor shall provide comparable lighting.

34. Question: Please provide a basis of design for the walk in cooler.

Answer: The walk-in cooler is not included in the contract (“NIC”).

35. Question: Are the two freezers in the necropsy/storage room OFOI? If not, please provide basis of design information.

Answer: The freezer is not included in the contract (“NIC”).

36. Question: Bid Alt 3 - No Specifications for: PEMB, Cooler & Freezer, Jib Crane & Hoist, and Masonry

Answer: See Questions 30 and 35 for answers on PEMB and Cooler/Freezer. Jib Crane and Hoist and Masonry are revised on Plans. Please see addendum section for revisions.

37. Question: Bid Alt 3 - No Door schedule

Answer: The door schedule has been added. Please see addendum section for revisions.

38. Question: Bid Alt 3 - The drawings are not stamped by an Engineer or Architect of record.

Answer: Please see addendum section for revision to include signed plans for Bid Alt 3.

39. Question: Please confirm with power plan that the gate for phase 2 shop building is not to electric.

Answer: Correct, no power to the shop building gates.

40. Question: Substitution Request #3 9-22-25 Fiberglass Windows FOR BOTH BUILDING AND SHOP

Answer: The substitution request is approved. See addendum for approval for shop building.

41. Question: Substitution Request #5 9-22-25 Wood Doors FOR BOTH BUILDING AND SHOP

Answer: The substitution request is approved. See addendum for approval for shop building.

42. Question: Per plans there are 2 covered bays, 2 shop work area bays and a storage bay. “When looking through the specs it says door 2-5 should be standard lift, 1 and 6 should use high lift track. On plans all I see is 3 doors total is there supposed to be more? Also, it says high lift but doesn’t give an amount of high lift. I don’t see anything in elevations or anywhere else on the plans calling for how much high lift to be added. Do you know the amount of high lift they’re calling for?”

43. Answer: ODFW has added a door schedule. Please see the addendum section for more

44. Question: There is no call out for the masonry that is shown on the elevation of the alternate #3 shop

Answer: The Bid Alternate plan sheet shows a masonry veneer on the shop building. Please see the addendum section for more information.

45. Question: Can you provide a wall assemblies, floor assemblies, roof assemblies, window schedule, door schedule, and finish schedule for the New Shop Building like is shown in the Office plans?

Answer: A door schedule and finish schedule will be added. Please see addendum section for more

ADDENDUM #3 ITB S-63500-00013826 12

46. Question: Bid Alt 3 - No foundation shown for Jib Crane.

Answer: This is Contractor designed. Please see the addendum section for more information.

47. Question: Bid Alt 3 - No footing shown for PEMB.

Answer: This is Contractor designed.

48. Question: On the alternative bid, There is no door schedule or any wall widths. Is there any way we can get some kind of door and hardware schedule so we know what to bid.

Answer: A Door Schedule has been added. Please see addendum for more information.

49. Question: Looking through the shop alternate drawings there are no call out on wall types for the storage bay, chemical storage, Necropsy, and gas/oil storage. Can a finish schedule and/or wall types be provided for these areas so we know how to finish the exterior and interior of these areas?

Answer: Wall types for these rooms/areas shall be wood framed, painted drywall interior, exterior to be pre-painted wall metal siding over sheathing.

50. Question: Is there an Excel version of the A-2 form since excel is required in OregonBuys?

Answer: Form A-2 is not available in Excel. Bidders can upload a pdf of Form A-2 to OregonBuys.

51. Question: Can subs come and pothole the site?

Answer: No, the site will not be available for potholing during the bidding process.