W911SA-19-C-2008_Award_AR024_Repair_and_Expand_POV_Repair_Pavilions.pdf

0011280636-0002

Provide all parts, labor, tools, equipment, and supervision necessary to repair and expansion of the privately ow ned vehicle (POV) parking and repairing pavilions at the ARC Maurice L. Britt located at 8001 Camp Robinson Road, North Little Rock, AR 72118 in accordance w ith the specif ications, draw ings and contract documents.

This procurement is a 100% Historically Underutilized Business Zone (HUBZone) Small Business Set Aside under NAICS 238990 w ith a corresponding size standard of $15,000,000.

X

MARIO R. COMPEAN 650-526-6076

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

26-Jun-2019

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________180 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________21 May 2019 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time of fers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______120 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

W911SA19C2008

7. ISSUED BY CODE

MICC - FT MCCOY

BLDG 1108 SOUTH R ST

FORT MCCOY WI 54656-5153

W911SA

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: TEL: FAX:

W911SA19B20040003 32

See Item 7

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE

49HZ4

FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

SEE SCHEDULE

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

$1,345,061.00 See Schedule

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified) Block 27

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE HQ049027. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

DFAS IN

VP GFEBS 8899 E. 56TH ST

INDIANAPOLIS IN 46249-3800

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR

JIREH GROUP, LLC

BLACKWOOD SERVICES GROUP

430 SPRUCE ST

TEXARKANA TX 75501-5531

15. TELEPHONE NO. (Include area code) 903-277-9448

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

X 29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract. REF: W911SA19B2004

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print) STEVEN M. BAILEY / CONTRACTING OFFICER

TEL: 608-388-6077 EMAIL: steven.m.bailey2.civ@mail.mil

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY 26-Jun-2019

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

Section 00010 - Solicitation Contract Form

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job $661,225.00 $661,225.00

REPAIR POV PARKING

FFP

Provide all parts, labor, tools, equipment, and supervision necessary to repair the privately owned vehicle (POV) parking and repairing pavilions at the ARC Maurice L. Britt located at 8001 Camp Robinson Road, North Little Rock, AR 72118 in accordance with the specifications, drawings and contract documents.

FOB: Destination

PURCHASE REQUEST NUMBER: 0011280636-0002

PSC CD: Y1LZ

NET AMT $661,225.00

ACRN AA

CIN: GFEBS001128063600001

$661,225.00

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Job $683,836.00 $683,836.00

EXPAND POV PARKING

FFP

Provide all parts, labor, tools, equipment, and supervision necessary to expand the privately owned vehicle (POV) parking at the ARC Maurice L. Britt located at 8001 Camp Robinson Road, North Little Rock, AR 72118 in accordance with the specifications, drawings and contract documents.

FOB: Destination

PURCHASE REQUEST NUMBER: 0011280636-0002

PSC CD: Y1LZ

NET AMT $683,836.00

ACRN AB

CIN: GFEBS001128063600002

$683,836.00

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government 0002 Destination Government Destination Government

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 180 dys. ANP 1 W56CJZ MAURICE BRITT USARC

W56CJZ MAURICE BRITT USARC

8000 CAMP ROBINSON RD.

NORTH LITTLE ROCK AR 72118

FOB: Destination

W90XCV

0002 180 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

FOB: Destination

W90XCV

Section 00100 - Bidding Schedule/Instructions to Bidders

SUPPLEMENTAL INFORMATION

ADMINISTRATION OF THIS CONTRACT ACTION IS BEING HANDLED BY MICC

MOFFETT FIELD, CA.

Contract Administration

Contract Specialist:

Mario Compean

(650) 526-6076 mario.r.compean.civ@mail.mil

Contracting Officer:

Steve Bailey

(608) 388-6077 steven.m.bailey2.civ@mail.mil

Contracting Officer’s Representative (COR):

Ralph S. Hedden

(479) 452-5672 Ext. 6 ralph.s.hedden.civ@mail.mil

The contractor will notify the COR five working days prior to beginning work at the site.

The contractor will submit weekly progress reports and payrolls to the above Contract Specialist and COR

The contractor will submit a Statement of Acknowledgement (SF1413) for each subcontractor.

Attachments:

Attachment 1 ATOPSEC Attachment 2 Scope of Work Attachment 3 Drawings Attachment 4 Wage Determination (AR190171 01042019) Attachment 5 SF24

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.

Q15: Are we to install new parking stops in current parking stalls that do not have existing stops?

A15a: DWGS Sheet 3; It is the intent that the contractor install new parking stops in the central stalls of the West POV Lot.

A15b: There is no intent to install parking bumpers in the stalls that do not have existing parking bumpers that are located next to the curb and gutter.

Q16: How much cracking, splitting, divots, pieces missing is acceptable to the government on the removed parking stops before they have to be replaced?

A16: SOW 4.3.1; any damaged parking bumpers are to be discarded.

Q17: Is it the government’s intent to have us install parking stops where it’s currently curb only?

A17: There is no intent to install parking bumpers in the existing stalls next to the concrete curb and gutter.

Q18: How much area are we to sod around where we disturb? There are areas we are going to be working that currently have no grass in a large area surrounding. Are we to sod these entire areas where there is no grass currently? Do we sod the entire perimeter of vinyl fence?

A18a: The Contractor shall be responsible for, and shall repair any, damage to the grounds and structures caused by the Contractor or his/her sub-contractors during the performance of this project.

A18b: It is the intent that the contractor backfill and sod any areas disturbed by construction to avoid ground erosion.

A18c: There is no intent to install new sod in any existing area not disturbed by the construction.

Q19: Is it the government’s intent to have the contractor water in all sod or will the government take care of watering in all areas?

A19: It is the intent that the contractor water in all new sod.

Q20: Can vinyl fencing be saw cut below grade?

A20: Yes, as long as it is below grade.

Q21: Are we to mill and overlay the pull-out areas on Camp Robinson Road? If so, are we to make them level with road, taper them down, or mill and overlay two inches?

A21a: SOW 4.13.2 and DWGS sheet 14.

A21b: It is the intent that the limit of advance to the west on Camp Robinson road is the edge of the concrete where it meets the edge of 3rd street.

A21c: There is no intent to remove the existing concrete at the 3rd street intersection.

A21d: There is no intent to overlay the existing concrete at the 3rd street intersection

A21e: It is the intent that the limit of advance to the west of the West POV Lot entry drive is where it meets the edge of 3rd street.

A21f: It is the intent that the contractor mill and overlay up to the existing concrete curb on both sides of Camp Robinson Road, where the sidewalk crosses from building 1 to building 2.

A21g: There is no intent to overlay the pull out areas on the south side of Camp Robinson Road at the intersections of Veteran’s Drive and Soldier’s Drive.

Q22: Upon extending the existing fitness center parking surface to the sidewalk, it states that it is approximately 18” to the sidewalk. Upon field measurement, it is closer to 36”. Is it the government’s intent for us to extend the parking surface 18”, or the full 36” to the sidewalk? Also, are we to slope the asphalt up to the sidewalk?

A22a: SOW 4.1.6; the provided drawings are submitted for reference and clarification purposes only. The drawings are not to scale, nor are they submitted as a final design. The contractor shall visit the worksite to verify all dimensions, site conditions, and any other items required to provide a complete and ready to use product to the government.

A22b: It is the intent that the new asphalt parking surface at the fitness center continue up to the existing sidewalk.

A22c: It is the intent that the new asphalt parking surface will finish flush with, or below, the existing sidewalk elevation.

A22d: It is the intent that the new asphalt has a sloping transition to the existing ADA sidewalk on the north end of the parking area.

Q23: Can you provide an asphalt mix design for the project?

A23: It is the intent that the new asphalt mix be at a minimum Type 2: 12.5MM/70-22.

Q24: How do you want the pricing broken out for the two CLINs?

A24: You must fill in both line items in the solicitation, SF 1442, with the total proposed cost for each.

Q25: If we mill the parking areas and reveal unforeseen damage, will this be considered a change or should we plan for a certain amount of repair in our proposal?

A25: SOW 4.3.2; after milling, the contractor shall repair any holes or dips found in the driveway and POV surfaces.

Q26: Are we to install any speed bumps upon completion of overlaying roads?

A26a: SOW 4.13.1; the contractor shall not replace the speed bumps on Camp Robinson Road.

A26b: It is the intent that the contractor demo all existing speed bumps.

A26c: There is no intent to replace any of the existing speed bumps.

Q27: Are we to apply a prime coat for the new parking lot?

A27: It is the intent that the contractor apply a prime coat when installing the new asphalt.

Q28: What type of rebar are we to use for the footings of the retaining walls?

A28: It is the intent that the contractor use at a minimum a #4 Grade 60 rebar in the retaining wall structure/footing.

Q29: Are the handrails to be 2” schedule 40 metal tubing?

A29: It is the intent that the contractor use at a minimum 2” round SCH 40 metal tubing.

Q30: Will Pavilion “B” require 1 or 2 new outdoor fans?

A30: t is the intent that two new fans be installed in Pavilion “B”.

Q31: Will the new Rec shelter get new lights and outlets?

A31a: It is the intent that the contractor pattern the new Rec Shelter after Pavilion “B” in all aspects, to include the electrical.

A31b: SOW 4.10.1; the contractor shall use Pavilion “B” for size, type, and color reference to replace the Rec.

Shelter.

Q32: Will removing conduit feeding demolished pavilions and smoke shacks to below grade be acceptable?

A32a: Yes, the existing conduit can be terminated below grade.

A32b: It is the intent that all wire be terminated at the power source and removed from the conduit, not abandoned in the conduit below grade.

Q33: SOW 4.2.5 identifies incorporating storm water collection boxes. What size?

A33: It is the intent that the storm water collection boxes be at a minimum 4’x4’x4’.

Q34: SOW 4.2.6 identifies storm water drainage using HDPE style corrugated drainage pipe with smooth interior. What size?

A34: It is the intent that the HDPE style piping be at a minimum 10” diameter.

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.

W911SA19C2008

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.

Section 00700 - Contract Clauses

CLAUSES INCORPORATED BY REFERENCE

52.202-1 Definitions NOV 2013 52.203-3 Gratuities APR 1984 52.203-5 Covenant Against Contingent Fees MAY 2014 52.203-6 Restrictions On Subcontractor Sales To The Government SEP 2006 52.203-7 Anti-Kickback Procedures MAY 2014 52.203-8 Cancellation, Rescission, and Recovery of Funds for Illegal or

Improper Activity

MAY 2014

52.203-10 Price Or Fee Adjustment For Illegal Or Improper Activity MAY 2014 52.203-12 Limitation On Payments To Influence Certain Federal

Transactions

OCT 2010

52.203-17 Contractor Employee Whistleblower Rights and Requirement To Inform Employees of Whistleblower Rights

APR 2014

52.204-4 Printed or Copied Double-Sided on Postconsumer Fiber Content Paper

MAY 2011

52.204-9 Personal Identity Verification of Contractor Personnel JAN 2011 52.204-10 Reporting Executive Compensation and First-Tier

Subcontract Awards

OCT 2018

52.204-13 System for Award Management Maintenance OCT 2018 52.209-6 Protecting the Government's Interest When Subcontracting

With Contractors Debarred, Suspended, or Proposed for Debarment

OCT 2015

52.209-9 Updates of Publicly Available Information Regarding Responsibility Matters

OCT 2018

52.209-10 Prohibition on Contracting With Inverted Domestic Corporations

NOV 2015

52.219-3 Notice of HUBZone Set-Aside or Sole Source Award NOV 2011 52.219-28 Post-Award Small Business Program Rerepresentation JUL 2013 52.222-3 Convict Labor JUN 2003 52.222-4 Contract Work Hours and Safety Standards - Overtime

Compensation

MAY 2018

52.222-6 Construction Wage Rate Requirements AUG 2018 52.222-7 Withholding of Funds MAY 2014 52.222-8 Payrolls and Basic Records AUG 2018 52.222-9 Apprentices and Trainees JUL 2005 52.222-10 Compliance with Copeland Act Requirements FEB 1988 52.222-11 Subcontracts (Labor Standards) MAY 2014 52.222-12 Contract Termination-Debarment MAY 2014 52.222-13 Compliance With Construction Wage Rate Requirements and

Related Regulations

MAY 2014

52.222-14 Disputes Concerning Labor Standards FEB 1988 52.222-15 Certification of Eligibility MAY 2014 52.222-21 Prohibition Of Segregated Facilities APR 2015 52.222-26 Equal Opportunity SEP 2016 52.222-27 Affirmative Action Compliance Requirements for

Construction

APR 2015

52.222-35 Equal Opportunity for Veterans OCT 2015 52.222-36 Equal Opportunity for Workers with Disabilities JUL 2014 52.222-37 Employment Reports on Veterans FEB 2016 52.222-40 Notification of Employee Rights Under the National Labor

Relations Act

DEC 2010

52.222-50 Combating Trafficking in Persons JAN 2019 52.222-54 Employment Eligibility Verification OCT 2015 52.222-55 Minimum Wages Under Executive Order 13658 DEC 2015 52.223-5 Pollution Prevention and Right-to-Know Information MAY 2011 52.223-6 Drug-Free Workplace MAY 2001 52.223-18 Encouraging Contractor Policies To Ban Text Messaging

While Driving

AUG 2011

52.225-13 Restrictions on Certain Foreign Purchases JUN 2008 52.227-1 Authorization and Consent DEC 2007 52.227-2 Notice And Assistance Regarding Patent And Copyright

Infringement

DEC 2007

52.227-4 Patent Indemnity-Construction Contracts DEC 2007 52.228-2 Additional Bond Security OCT 1997 52.228-5 Insurance - Work On A Government Installation JAN 1997 52.228-11 Pledges Of Assets AUG 2018 52.228-12 Prospective Subcontractor Requests for Bonds MAY 2014 52.228-14 Irrevocable Letter of Credit NOV 2014 52.228-15 Performance and Payment Bonds--Construction OCT 2010 52.229-3 Federal, State And Local Taxes FEB 2013 52.232-5 Payments under Fixed-Price Construction Contracts MAY 2014 52.232-17 Interest MAY 2014 52.232-23 Assignment Of Claims MAY 2014 52.232-27 Prompt Payment for Construction Contracts JAN 2017 52.232-33 Payment by Electronic Funds Transfer--System for Award

Management

OCT 2018

52.232-36 Payment by Third Party MAY 2014 52.232-37 Multiple Payment Arrangements MAY 1999 52.232-39 Unenforceability of Unauthorized Obligations JUN 2013 52.232-40 Providing Accelerated Payments to Small Business

Subcontractors

DEC 2013

52.233-1 Disputes MAY 2014 52.233-3 Protest After Award AUG 1996 52.233-4 Applicable Law for Breach of Contract Claim OCT 2004 52.236-2 Differing Site Conditions APR 1984 52.236-3 Site Investigation and Conditions Affecting the Work APR 1984 52.236-5 Material and Workmanship APR 1984 52.236-6 Superintendence by the Contractor APR 1984 52.236-7 Permits and Responsibilities NOV 1991 52.236-8 Other Contracts APR 1984 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements

APR 1984

52.236-10 Operations and Storage Areas APR 1984 52.236-11 Use and Possession Prior to Completion APR 1984 52.236-12 Cleaning Up APR 1984 52.236-13 Accident Prevention NOV 1991 52.236-14 Availability and Use of Utility Services APR 1984 52.236-15 Schedules for Construction Contracts APR 1984 52.236-21 Specifications and Drawings for Construction FEB 1997 52.236-26 Preconstruction Conference FEB 1995 52.242-13 Bankruptcy JUL 1995 52.242-14 Suspension of Work APR 1984 52.243-4 Changes JUN 2007 52.244-6 Subcontracts for Commercial Items JAN 2019 52.246-12 Inspection of Construction AUG 1996 52.246-21 Warranty of Construction MAR 1994

52.248-3 Value Engineering-Construction OCT 2015 52.249-2 Alt I Termination for Convenience of the Government (Fixed-

Price) (Apr 2012) - Alternate I

SEP 1996

52.249-10 Default (Fixed-Price Construction) APR 1984 52.253-1 Computer Generated Forms JAN 1991 252.203-7000 Requirements Relating to Compensation of Former DoD

Officials

SEP 2011

252.203-7001 Prohibition On Persons Convicted of Fraud or Other Defense- Contract-Related Felonies

DEC 2008

252.203-7002 Requirement to Inform Employees of Whistleblower Rights SEP 2013 252.203-7004 Display of Hotline Posters OCT 2016 252.204-7012 Safeguarding Covered Defense Information and Cyber

Incident Reporting

OCT 2016

252.204-7015 Notice of Authorized Disclosure of Information for Litigation Support

MAY 2016

252.205-7000 Provision Of Information To Cooperative Agreement Holders DEC 1991 252.209-7004 Subcontracting With Firms That Are Owned or Controlled By

The Government of a Country that is a State Sponsor of Terrorism

OCT 2015

252.223-7006 Prohibition On Storage, Treatment, and Disposal of Toxic or Hazardous Materials

SEP 2014

252.223-7008 Prohibition of Hexavalent Chromium JUN 2013 252.225-7012 Preference For Certain Domestic Commodities DEC 2017 252.225-7048 Export-Controlled Items JUN 2013 252.227-7033 Rights in Shop Drawings APR 1966 252.232-7010 Levies on Contract Payments DEC 2006 252.236-7000 Modification Proposals-Price Breakdown DEC 1991 252.243-7001 Pricing Of Contract Modifications DEC 1991 252.243-7002 Requests for Equitable Adjustment DEC 2012 252.244-7000 Subcontracts for Commercial Items JUN 2013 252.247-7023 Transportation of Supplies by Sea FEB 2019

CLAUSES INCORPORATED BY FULL TEXT

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use within 180 calendar days after the date contractor receives the notice to proceed. The time stated for completion shall include final cleanup of the premises.

(End of clause)

52.225-9 BUY AMERICAN—CONSTRUCTION MATERIALS (MAY 2014)

(a) Definitions. As used in this clause--

Commercially available off-the-shelf (COTS) item—

(1) Means any item of supply (including construction material) that is--

(i) A commercial item (as defined in paragraph (1) of the definition at FAR 2.101);

(ii) Sold in substantial quantities in the commercial marketplace; and

(iii) Offered to the Government, under a contract or subcontract at any tier, without modification, in the same form in which it is sold in the commercial marketplace; and

(2) Does not include bulk cargo, as defined in 46 U.S.C. 40102(4) such as agricultural products and petroleum products.

Component means an article, material, or supply incorporated directly into a construction material.

Construction material means an article, material, or supply brought to the construction site by the Contractor or a subcontractor for incorporation into the building or work. The term also includes an item brought to the site preassembled from articles, materials, or supplies. However, emergency life safety systems, such as emergency lighting, fire alarm, and audio evacuation systems, that are discrete systems incorporated into a public building or work and that are produced as complete systems, are evaluated as a single and distinct construction material regardless of when or how the individual parts or components of those systems are delivered to the construction site.

Materials purchased directly by the Government are supplies, not construction material.

Cost of components means--

(1) For components purchased by the Contractor, the acquisition cost, including transportation costs to the place of incorporation into the construction material (whether or not such costs are paid to a domestic firm), and any applicable duty (whether or not a duty-free entry certificate is issued); or

(2) For components manufactured by the Contractor, all costs associated with the manufacture of the component, including transportation costs as described in paragraph (1) of this definition, plus allocable overhead costs, but excluding profit. Cost of components does not include any costs associated with the manufacture of the construction material.

Domestic construction material means--

(1) An unmanufactured construction material mined or produced in the United States;

(2) A construction material manufactured in the United States, if--

(i) The cost of its components mined, produced, or manufactured in the United States exceeds 50 percent of the cost of all its components. Components of foreign origin of the same class or kind for which nonavailability determinations have been made are treated as domestic; or

(ii) The construction material is a COTS item.

Foreign construction material means a construction material other than a domestic construction material.

United States means the 50 States, the District of Columbia, and outlying areas.

(b) Domestic preference.

(1) This clause implements 41 U.S.C. chapter 83, Buy American, by providing a preference for domestic construction material. In accordance with 41 U.S.C. 1907, the component test of the Buy American statute is waived for construction material that is a COTS item. (See FAR 12.505(a)(2)). The Contractor shall use only domestic construction material in performing this contract, except as provided in paragraphs (b)(2) and (b)(3) of this clause.

(2) This requirement does not apply to information technology that is a commercial item or to the construction materials or components listed by the Government as follows:

(3) The Contracting Officer may add other foreign construction material to the list in paragraph (b)(2) of this clause if the Government determines that

(i) The cost of domestic construction material would be unreasonable. The cost of a particular domestic construction material subject to the requirements of the Buy American Act is unreasonable when the cost of such material exceeds the cost of foreign material by more than 6 percent;

(ii) The application of the restriction of the Buy American Act to a particular construction material would be impracticable or inconsistent with the public interest; or

(iii) The construction material is not mined, produced, or manufactured in the United States in sufficient and reasonably available commercial quantities of a satisfactory quality.

(c) Request for determination of inapplicability of the Buy American Act. (1)(i) Any Contractor request to use foreign construction material in accordance with paragraph (b)(3) of this clause shall include adequate information for Government evaluation of the request, including--

(A) A description of the foreign and domestic construction materials;

(B) Unit of measure;

(C) Quantity;

(D) Price;

(E) Time of delivery or availability;

(F) Location of the construction project;

(G) Name and address of the proposed supplier; and

(H) A detailed justification of the reason for use of foreign construction materials cited in accordance with paragraph (b)(3) of this clause.

(ii) A request based on unreasonable cost shall include a reasonable survey of the market and a completed price comparison table in the format in paragraph (d) of this clause.

(iii) The price of construction material shall include all delivery costs to the construction site and any applicable duty (whether or not a duty-free certificate may be issued).

(iv) Any Contractor request for a determination submitted after contract award shall explain why the Contractor could not reasonably foresee the need for such determination and could not have requested the determination before contract award. If the Contractor does not submit a satisfactory explanation, the Contracting Officer need not make a determination.

(2) If the Government determines after contract award that an exception to the Buy American statute applies and the Contracting Officer and the Contractor negotiate adequate consideration, the Contracting Officer will modify the contract to allow use of the foreign construction material. However, when the basis for the exception is the unreasonable price of a domestic construction material, adequate consideration is not less than the differential established in paragraph (b)(3)(i) of this clause.

(3) Unless the Government determines that an exception to the Buy American statute applies, use of foreign construction material is noncompliant with the Buy American statute.

(d) Data. To permit evaluation of requests under paragraph (c) of this clause based on unreasonable cost, the Contractor shall include the following information and any applicable supporting data based on the survey of suppliers:

Foreign and Domestic Construction Materials Price Comparison Construction material description Unit of measure Quantity Price (dollars) \1\ Item 1 Foreign construction material.... ........... ___ ........ ....... ………. ___ ................ ........ ___ Domestic construction material... ........ ___ ............... .............. ___ .................. ...... ___ Item 2 Foreign construction material.... ......... ___ ............. ........ ……. ___ ............... ......... ___ Domestic construction material... ....... ___ .................. ............. ___ ................. ....... ___ Include all delivery costs to the construction site and any applicable duty (whether or not a duty-free entry certificate is issued).

List name, address, telephone number, and contact for suppliers surveyed. Attach copy of response; if oral, attach summary.

Include other applicable supporting information.

52.228-1 BID GUARANTEE (SEP 1996)

(a) Failure to furnish a bid guarantee in the proper form and amount, by the time set for opening of bids, may be cause for rejection of the bid.

(b) The bidder shall furnish a bid guarantee in the form of a firm commitment, e.g., bid bond supported by good and sufficient surety or sureties acceptable to the Government, postal money order, certified check, cashier's check, irrevocable letter of credit, or, under Treasury Department regulations, certain bonds or notes of the United States.

The Contracting Officer will return bid guarantees, other than bid bonds, (1) to unsuccessful bidders as soon as practicable after the opening of bids, and (2) to the successful bidder upon execution of contractual documents and bonds (including any necessary coinsurance or reinsurance agreements), as required by the bid as accepted.-

(c) The amount of the bid guarantee shall be twenty percent of the bid price or $3,000,000.00, whichever is less.-

(d) If the successful bidder, upon acceptance of its bid by the Government within the period specified for acceptance, fails to execute all contractual documents or furnish executed bond(s) within 10 days after receipt of the forms by the bidder, the Contracting Officer may terminate the contract for default.-

(e) In the event the contract is terminated for default, the bidder is liable for any cost of acquiring the work that exceeds the amount of its bid, and the bid guarantee is available to offset the difference.

(End of provision)

52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

https://www.acquisition.gov/

252.201-7000 CONTRACTING OFFICER'S REPRESENTATIVE (DEC 1991)

(a) "Definition. Contracting officer's representative" means an individual designated in accordance with subsection 201.602-2 of the Defense Federal Acquisition Regulation Supplement and authorized in writing by the contracting officer to perform specific technical or administrative functions.

(b) If the Contracting Officer designates a contracting officer's representative (COR), the Contractor will receive a copy of the written designation. It will specify the extent of the COR's authority to act on behalf of the contracting officer. The COR is not authorized to make any commitments or changes that will affect price, quality, quantity, delivery, or any other term or condition of the contract.

252.232-7003 ELECTRONIC SUBMISSION OF PAYMENT REQUESTS AND RECEIVING REPORTS (DEC 2018)

(a) Definitions. As used in this clause--

Contract financing payment means an authorized Government disbursement of monies to a contractor prior to acceptance of supplies or services by the Government.

(1) Contract financing payments include--

(i) Advance payments;

(ii) Performance-based payments;

(iii) Commercial advance and interim payments;

(iv) Progress payments based on cost under the clause at Federal Acquisition Regulation (FAR) 52.232-16, Progress Payments;

(v) Progress payments based on a percentage or stage of completion (see FAR 32.102(e)), except those made under the clause at FAR 52.232-5, Payments Under Fixed-Price Construction Contracts, or the clause at FAR 52.232-10, Payments Under Fixed-Price Architect-Engineer Contracts; and

(vi) Interim payments under a cost reimbursement contract, except for a cost reimbursement contract for services when Alternate I of the clause at FAR 52.232-25, Prompt Payment, is used.

(2) Contract financing payments do not include--

(i) Invoice payments;

(ii) Payments for partial deliveries; or

(iii) Lease and rental payments.

Electronic form means any automated system that transmits information electronically from the initiating system to affected systems.

Invoice payment means a Government disbursement of monies to a contractor under a contract or other authorization for supplies or services accepted by the Government.

(1) Invoice payments include--

(i) Payments for partial deliveries that have been accepted by the Government;

(ii) Final cost or fee payments where amounts owed have been settled between the Government and the contractor;

(iii) For purposes of subpart 32.9 only, all payments made under the clause at 52.232-5, Payments Under Fixed- Price Construction Contracts, and the clause at 52.232-10, Payments Under Fixed-Price Architect-Engineer Contracts; and

(iv) Interim payments under a cost-reimbursement contract for services when Alternate I of the clause at 52.232-25, Prompt Payment, is used.

(2) Invoice payments do not include contract financing payments.

Payment request means any request for contract financing payment or invoice payment submitted by the Contractor under this contract or task or delivery order.

Receiving report means the data prepared in the manner and to the extent required by Appendix F, Material Inspection and Receiving Report, of the Defense Federal…