W911SA-19-B-2004__Q&A_Amendment.pdf

W911SA19B2004

0011280636

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

This amendment provides a response to all questions received.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 11

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 03-May-2019

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W911SA19B2004

X 9B. DATED (SEE ITEM 11)

27-Mar-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

30-Apr-2019

CODE

MICC - FT MCCOY

BLDG 1108 SOUTH R ST

FORT MCCOY WI 54656-5153

W911SA 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been added by full text:

QUESTIONS AND ANSWERS

The following questions and answers are hereby made part of this bidding requirement and Scope of Work and shall be taken into account in preparation of all bids and execution of all work. The responses made herein have taken into account all requirements under this scope; therefore, any ambiguity between this section and any other parts of scope, then this section shall govern. For all other matters, the order of precedence under FAR 52.236-21— Specifications and Drawings for Construction shall apply.

Q1: Is the stated dimension of 30’X42’ the desired roof/ drip line dimensions?

A1: The dimension is not stated in the SOW.

PAVILLION A: SOW 4.5.1: Contractor shall use Pavilion “B” for size, type, and color reference to replace Pavilion “A”.

PAVILLION H: SOW 4.9.5: Utilizing Pavilion “B” for type and color reference, the contractor shall install a scaled down version of Pavilion “B” on the existing slab where the smoke shack was removed on the south side of Bldg. 2. The new pavilion will be approximately 13’6”x 23’.

REC SHELTER: SOW 4.10.1: Contractor shall use Pavilion “B” for size, type, and color reference to replace the Rec. Shelter.

Q2: What finish colors are desired for the structural steel, roof panels and trim?

A2: Color references are as follows:

PAVILLION A: SOW 4.5.1: Contractor shall use Pavilion “B” for size, type, and color reference to replace Pavilion “A”.

PAVILLION H: SOW 4.9.5: Utilizing Pavilion “B” for type and color reference, the contractor shall install a scaled down version of Pavilion “B” on the existing slab where the smoke shack was removed on the south side of Bldg. 2. The new pavilion will be approximately 13’6”x 23’.

REC SHELTER: SOW 4.10.1: Contractor shall use Pavilion “B” for size, type, and color reference to replace the Rec. Shelter.

Q3: Are gutters and downspouts desired?

A3: No

Q4: Will precast downspout splash blocks be required? If so what design and size?

A4: No

Q5: Is powder costing for the steel members acceptable or will galvanizing and onsite painting be required?

A5: Yes

Q6: Are stainless steel fasteners and anchors required?

A6: No. It is the intent that the contractor utilize fasteners that manufactured for outdoor application.

Q7: Are engineer stamped designs required for the anchorage and foundation? If so will a site Geotechnical analysis be provided?

A7: No

Q8: Are engineer stamped designs with load/lift calculations required for the structure?

A8: No

Q9: Are shop drawings and or material samples required for submittals?

A9: Yes. Per SOW2.4 & 3.0, prior to ordering any materials, Contractor shall submit to the COR for approval submittals on all new items being installed on this project. Submittal may be shop drawings, diagrams, catalog cut-sheets, samples, and any other related material.

Q10: Will the attached specifications, rendering and initial design meet the requirements of this project with minor revision? Note we intend to provide “W” style roof panels.

NOTE: The following items and drawings were referenced in this question:

Drawing No. 61072 Dated 3/2/2016 Titled: 30’-0” x 42’-0” MERAMEC SHELTER; See Attachment 3 Drawings previously provided in initial IFB.

Americana Building Products - Meramec Specification 1. See Enclosure 1 below.

Americana Building Products - Meramec Specification 2. See Enclosure 2 below.

A10: Yes; as long as the new Pavilion “A” matches Pavilion “B” in size, type, and color; “W” style roof panels are acceptable.

Q11: Where the asphalt overlays are to be done, will they first be edge milled so that the asphalt overlay will not be higher than the gutter?

A11: Per SOW 4.3.2; Contractor shall mill the existing asphalt to a depth that allows a new overlay to finish flush with the existing curbs, approximately 2”.

Q12: How many SY of asphalt repair are there?

A12: Per SOW 1.9, Contractor shall verify all dimensions, site conditions, and any other items required to install a complete and ready to use product, prior to submitting a bid proposal for construction.

Q13: Does the contractor have to identify the areas to be repaired?

A13: Yes. Per SOW 1.9, Contractor shall verify all dimensions, site conditions, and any other items required to install a complete and ready to use product, prior to submitting a bid proposal for construction. Furthermore, SOW

4.3.2 states that after milling, Contractor shall repair any holes or dips in the existing driveway and POV surfaces.

Q14: What thickness is the asphalt overlay?

A14: Per SOW 4.3.2, Contractor shall mill the existing asphalt to a depth that allows a new overlay to finish flush with the existing curbs, approximately 2”. After milling, the contractor shall repair any holes or dips in the existing driveway and POV surfaces. The areas that require repair shall be saw cut, and the material removed to expose the subgrade. The contractor shall test the subgrade to ensure it meets 95% proctor density, and shall correct the subgrade if it does not. The contractor shall install a new lift of crushed stone subbase, and shall assure it is compacted to 95% proctor density. The contractor shall finish the repair with a liquid tack coat and a lift of compacted asphalt, so that the repair makes a smooth transition to the existing milled surface. The contractor shall then apply a liquid tack coat followed by a minimum 2” hot asphalt mix overlay. The finished asphalt surface, after compaction/rolling, shall make a smooth transition to the existing curbs, and shall not have any dips or depressions that can retain storm water.

Enclosure 1: Americana Building Products - Meramec Specification 1

P.O. Box 1290 - #2 Industrial Drive - Salem, Illinois 62881 Phone: 1-800-851-0865 - Fax: 618-548-2890 - Website: www.americana.com

Meramec Specifications

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

A. Work in this section includes furnishing and installation of shelters as manufactured by Americana Building Products.

1.2 RELATED ITEMS AND CONSIDERATIONS

A. Concrete for shelter footings.

1. Standard models are surface mounted with anchor bolts.

2. Consider water drainage away from shelter where necessary.

3. Any necessary removal or relocation of existing structure, obstructions, or materials.

1.3 FIELD MEASURMENT

A. Confirm field dimensions prior to preparation of shop drawings when possible.

B. If requested, supply manufacturer’s standard literature and specifications for shelters.

C. Shop drawings are available showing structural component locations/positions, material dimensions, and details of construction and assembly.

1.4 PERFORMANCE REQUIREMENTS

A. Shelter must conform to local building codes. Standard models are designed to 90 miles per hour wind load and 20 pounds per square foot live load according to 2009 International Building Code (IBC) and American Society of Civil Engineers (ASCE) 7-05 design codes.

Engineering available for custom load requirements.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Deliver and store all shelter components in protected areas.

PART 2 PRODUCTS

2.1 MANUFACTURER

A. Americana Building Products, #2 Industrial Drive, P.O. Box 1290, Salem, Illinois

62881; 1-800-851-0865

2.2 MATERIALS

A. Roof Panels

1. Standard: 24” W Panel

a. Aluminum alloy 3004-H34

b. 2 ½” tall, 24” wide interlocking design

c. Available thickness: .024”; .032”; .038”

2. Option: 24” W Panel

a. ASTM A792, Grade 50 Galvalume steel

c. 24 gauge thickness

B. Fascia

1. Gutter Fascia - Aluminum alloy 6105-T6

2. Ridge Cap - Aluminum alloy 6105-T5

C. Structure

1. ASTM A36 steel plate

a. Posts and rafters shall be formed c-channel.

b. Thickness determined by loading requirements

2. ASTM A500, Grade B Hollow Structural Sections (HSS)

a. Purlins size and thickness will vary according to loading requirements.

3. Welding shall conform to the requirements of the American Welding Society’s specification for the material being welded.

a. Welding electrodes shall be E70XX

2.3 ACCESSORIES

A. Fasteners

1. High strength bolts conform to ASTM A325

a. All bolts shall be hot dip galvanized.

2. #12-24 and #8-18 hex washer head, self-drilling screws

a. All screws shall be stainless steel or coated with zinc.

2.4 FINISHES – ROOF PANELS

A. Aluminum-baked enamel or Galvalume-baked enamel

1. Galvalume roof panels meet “Energy Star specification for cool roofs” reflective coating to reflect heat away from the shelter.

B. Standard colors available per manufacturer’s supplied chart. Custom colors available.

2.5 FINISHES – ALUMINUM

A. All aluminum components are coated with polyester triglycidyl isocyanurate (TGIC) powder and baked/cured at 400°F.

B. This finish meets AAMA 2604-2 specification.

2.6 FINISHES – STRUCTURE

A. Standard: Powder Coating

1. All steel components are blasted to near-white condition and cleaned with a 3-stage process. Components are sprayed with an alkaline cleaner/phosphatizer, rinsed with ambient water, and a final rinse with a chemical sealer.

2. Components are then coated with polyester triglycidyl isocyanurate (TGIC) powder and baked/cured at 400°F.

3. This finish meets AAMA 2604-2 specification.

B. Option: Zinc Primer

1. Above powder coating is applied over a zinc rich primer.

C. Option: Hot Dip Galvanizing

1. All steel components are hot dip galvanized per ASTM A123, then coated with above powder coating finish.

2.7 FABRICATION

A. Support posts shall be designed such that the posts will receive and secure the support beams.

B. Structural welds performed by welders certified to AWS D1.1. Welding inspector on staff.

C. Decking shall be designed with interlocking members with mechanical fasteners.

D. Water shall drain from covered surfaces into integral gutter fascia and directed to ground level discharge via scuppers on standard models. Downspouts are available.

PART 3 EXECUTION

3.1 INSPECTION

A. Confirm that surrounding area is ready for the shelter installation.

B. Installer shall confirm dimensions and elevations to be as shown on drawings provided by

Americana Building Products.

C. Erection shall be performed by an approved installer and scheduled after all concrete and masonry in the area are completed.

3.2 INSTALLATION

A. Installation shall be in strict accordance with manufacturer’s shop drawings. General installation guidelines are supplied with each shelter.

B. All structural steel components are fully fabricated to eliminate the need for drilling, cutting, or welding on site.

C. Particular attention should be given to protecting the finish during handling and installation.

D. After installation, entire system should be left in a clean condition.

Enclosure 2: Americana Building Products - Meramec Specification 2

P.O. Box 1290 - #2 Industrial Drive - Salem, Illinois 62881 Phone: 1-888-442-2928 - Fax: 618-548-2890 - Website: www.americana.com

Meramec Specifications

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

A. Work in this section includes furnishing and installation of shelters as manufactured by Americana Building Products.

1.2 RELATED ITEMS AND CONSIDERATIONS

A. Concrete for shelter footings.

1. Standard models are surface mounted with anchor bolts. Buried post design available.

2. Consider water drainage away from shelter where necessary.

3. Any necessary removal or relocation of existing structure, obstructions, or materials.

1.3 FIELD MEASURMENT

A. Confirm field dimensions prior to preparation of shop drawings when possible.

B. If requested, supply manufacturer’s standard literature and specifications for shelters.

C. Shop drawings are available showing structural component locations/positions, material dimensions, and details of construction and assembly.

1.4 PERFORMANCE REQUIREMENTS

A. Shelter must conform to local building codes. Standard models are designed to 90 miles per hour wind load and 20 pounds per square foot live load according to 2009 International Building Code (IBC) and American Society of Civil Engineers (ASCE) 7-05 design codes. Engineering available for custom load requirements.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Deliver and store all shelter components in protected areas.

PART 2 PRODUCTS

2.1 MANUFACTURER

A. Americana Building Products, #2 Industrial Drive, P.O. Box 1290, Salem, Illinois 62881;

1-888-442-2928

2.2 MATERIALS

A. Roof Panels

1. Standard: 24” W Panel

a. ASTM A792, Grade 50 Galvalume steel

c. 24 gauge thickness

2. Option: Wood

B. Fascia

a. Southern Yellow Pine or Western Red Cedar, #1 Grade or better

b. 2” x 6” nominal dimension; 1 ½” x 5 3/8” actual dimension with 7/16” tongue and ½” groove

c. To be covered with 18” Standing Seam Panel using hidden fastener system.

i. ASTM A792, Grade 50 Galvalume steel

ii. 1 ¾” tall, 18” wide interlocking design

iii. 24 gauge thickness

1. Gutter Fascia

a. Standard except for wood roof

b. Aluminum alloy 6105-T6

2. Ridge Cap

a. Standard except for wood roof

b. Aluminum alloy 6105-T5

C. Structure

1. ASTM A36 steel plate

a. Thickness determined by loading requirements

2. ASTM A500, Grade B Hollow Structural Sections (HSS)

a. Standard posts, rafters, and ridge beam dimensions shall be 6” x 6” x 3/16”, may vary according to loading requirements.

3. Welding shall conform to the requirements of the American Welding Society’s specification for the material being welded.

a. Welding electrodes shall be E70XX

2.3 ACCESSORIES

A. Fasteners

1. High strength bolts conform to ASTM A325

a. All bolts shall be hot dip galvanized.

2. #12-24 and #8-18 hex washer head, self-drilling screws

a. All screws shall be stainless steel or coated with zinc.

2.4 FINISHES – ROOF PANELS

A. Galvalume-baked enamel

1. Galvalume roof panels meet “Energy Star specification for cool roofs” reflective coating to reflect heat away from the shelter.

B. Standard colors available per manufacturer’s supplied chart. Custom colors available.

2.5 FINISHES – ALUMINUM

A. All aluminum components are coated with polyester triglycidyl isocyanurate (TGIC) powder and baked/cured at 400° F.

B. This finish meets AAMA 2604-2 specification.

2.6 FINISHES – STRUCTURE

A. Standard: Powder Coating

1. All steel components are blasted to near-white condition and cleaned with a 3-stage process. Components are sprayed with an alkaline cleaner/phosphatizer, rinsed with ambient water, and a final rinse with a chemical sealer.

2. Components are then coated with polyester triglycidyl isocyanurate (TGIC) powder and baked/cured at 400° F.

3. This finish meets AAMA 2604-2 specification.

B. Option: Zinc Primer

1. Above powder coating is applied over a zinc rich primer.

C. Option: Hot Dip Galvanizing

1. All steel components are hot dip galvanized per ASTM A123, then coated with above powder coating finish.

2.7 FABRICATION

A. Support posts shall be designed such that the posts will receive and secure the support beams.

B. Structural welds performed by welders certified to AWS D1.1. Welding inspector on staff.

C. Decking shall be designed with interlocking members with mechanical fasteners.

D. Water shall drain from covered surfaces into integral gutter fascia and directed to ground level discharge via scuppers on standard models. Downspouts are available.

PART 3 EXECUTION

3.1 INSPECTION

A. Confirm that surrounding area is ready for the shelter installation.

B. Installer shall confirm dimensions and elevations to be as shown on drawings provided by

Americana Building Products.

C. Erection shall be performed by an approved installer and scheduled after all concrete and masonry in the area are completed.

3.2 INSTALLATION

A. Installation shall be in strict accordance with manufacturer’s shop drawings. General installation guidelines are supplied with each shelter.

B. All structural steel components are fully fabricated to eliminate the need for drilling, cutting, or welding on site.

C. Particular attention should be given to protecting the finish during handling and installation.

D. After installation, entire system should be left in a clean condition.

(End of Summary of Changes)