Canopysol.pdf

0010689281-0001

INSTALL CANOPY HAAF CDC BLDG. 148

1. Bidders must complete and return the SF 1442 Front and Back (2 pages), Section B (Bid Price Schedule), and Section K (Reps and Certs) by date/time specif ied in Block 13A of the SF 1442. FAX w ill not be accepted.

2. Offeror must acknow ledge receipt of all amendments by giving number and date as required in block 19.

3. Bids and bid amendments shall be submitted in sealed envelopes or packages and show solicitation number, date, and time of closing.

Please enter your CAGE code, Tax ID (TIN) & DUNS in Block 14 of Page 2.

4. The project is set aside for 100% HUBZone.

5.The Magnitude of this project is betw een $100,000.00and $250,000.

6. Hard Copy of the bid and electronic copy on CD shall be hand delivered or mailed to the address in Block 7. The envelope shall be marked IAW FAR Clause 52.214-5 and ATTN John B. Cloy/Mary L. Hightow er.

7. The Site Visit Date is April 4, 2016 @ 10:00 am CDC HAAF

8. Draw ings: FS-3778 are attached to this solicitation.

9. Contractors must be registered in the Central Contractor Registration Database now know n as System for Aw ard Management (SAM.gov) under NAICS Code 238390. See FAR 52.204-7 and FAR 52.204-8.

10. ALL bonds SHALL be on original documents w ith appropriate seals and signatures.

X

JOHN B. CLOY (912)767-8431

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

16-Mar-2016

(RFP)

(IFB)

CALL:

Install Canopy Bldg 148, CDC, HAAF

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 ________120 calendar days after receiving aw ard, X notice to proceed. This performance period is mandatory, negotiable. (See _________________________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 specified in Item 8 by ___________ local time ______________ (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 offers 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 _______60 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.

7. ISSUED BY CODE

FORT STEWART

ACA SOUTHERN REGION

DIRECTORATE OF CONTRACTING

976 WILLIAM H WILSON AVE

FORT STEWART GA 31314-3324

W9124M

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

(hour)

Sealed envelopes containing offers

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

D16-1-5J

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

FAX:TEL: TEL: FAX:

W9124M-16-B-0003 64

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 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:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

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)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

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

30B. SIGNATURE

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.

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

30C. DATE

(Type or print)

TEL: EMAIL:

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

BY

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 A - Solicitation/Contract Form

NOTICE TO BIDDERS

Instructions for Accessing Fort Stewart and Hunter Army Airfield

Temporary/Short Term Access Visitors that do not have a DoD issued identification card (Common Access Card, Military ID, Military Dependent ID, or Automated Installation Entry Card) must visit the Visitor Control Center at Gate One at Fort Stewart or Montgomery Gate at Hunter Army Airfield. Visitors are required to provide proof of vehicle registration, proof of insurance, valid picture identification, and agree to a background check in order to receive a visitor’s pass. Valid picture identification includes driver’s license, state issued ID, DD Form 1173, DD Form 2 series, or a pass port.

The process takes approximately 10 minutes per person. Specific information regarding visitors access, background checks, and contact information can be found at the below web address.

http://www.stewart.army.mil/info/?id=391

Access for Long Term Work Contractors performing work on Fort Stewart or Hunter Army Airfield for an extended period of time, and do not have a DoD Issued identification card, may request an Automated Installation Entry (AIE) Card. The AIE card will grant access to the installation without visiting the Visitor Control Center each time. Further information regarding the AIE card and how to obtain one can be found at the below web address.

http://www.stewart.army.mil/info/?id=463&p=0 The required IMSH Form 2737-E-R and instructions for submitting the form can be found at the below web address.

http://www.stewart.army.mil/info/?id=463&p=4

Commercial Truck Access All commercial trucks weighing 5-tons or greater, must use the dedicated truck inspection point at the 15th Street Access Control Point (Gate 7/7C) at Fort Stewart or Montgomery Gate at Hunter Army Airfield. Further information regarding commercial truck access can be found at the below web address.

http://www.stewart.army.mil/info/?id=463&p=0

For further information regarding access to Fort Stewart, Hunter Army Airfield or obtaining an AIE card please call the following numbers. Please visit the web addresses above before calling.

Fort Stewart: 912-767-9593 Hunter Army Airfield: 912-315-6121

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Install Canopy, Bldg 148, CDC, HAAF

FFP

Install Canopy, Bldg 148, CDC, HAAF FOB: Destination

PURCHASE REQUEST NUMBER: 0010689281-0001

NET AMT

Section C - Descriptions and Specifications

STATEMENT OF WORK

TECHNICAL

PROVISIONS GENERAL

HAAF CDC Building 148 – Install

Canopy

IJO NO DS 01 –

5J

1. DESCRIPTION OF WORK:

1.1 Work to be Done: The work covered by this contract consists of furnishing all plant, labor, materials and performing all operations required in connection with HAAF CDC Building 148 – Install Canopy complete in strict accordance with specifications and drawings. The work includes, but is not necessarily restricted to, the following items.

1.1.1 Provide complete design, fabrication, and installation of aluminum canopy system and related foundation system. Canopy system will extend approximately 280’ from CDC entry to the parking area. Canopy system shall be 8’ wide to provide cover for an existing concrete walkway. Canopy will vary in height to provide a minimum of 8’ clearance between the walkway and underside of canopy beams.

1.1.2 Canopy shall be provided with ceiling mount lighting.

1.2 Additives

1.2.1 N/ A

1.3 Government Furnished – Government Installed (GF-GI) Furniture and

Equipment:

1.3.1 N/ A

1.4 Government Furnished – Contractor Installed (GF-CI) Furniture and

1.4.1 N/ A

1.5 Contractor Furnished – Contractor Installed (CF-CI) Furniture and

1.5.1 N/ A

1.6 WORK BY OTHERS: The Contractor shall afford the Government and separate contractors reasonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shall connect and coordinate his work with theirs as required by the Contract Documents.

1.7 DRAWINGS AND SITE VISITS

1.7.1 The drawings indicate the extent of the general location and arrangement of existing conditions. It is strongly recommended that the Contractor visit the site to determine the complexity of the work and the amount of material required to perform this project. Field measurements may be necessary to determine the size and quantity of materials. Conditions which are obvious/visible or which should be reasonably anticipated by the Contractor on inspection will not be considered under the Differing Site Conditions provision of the contract.

2. CONSTRUCTION CONSTRAINTS

2.1. Time of Performance

2.1.1 Access to Buildings – All work requiring access to building interiors excluding attics, crawl spaces, etc. and all other work shall be performed between 7:30 a.m. and 4:00 p.m. excluding official holidays, unless otherwise indicated or approved by the Contracting Officer. Requests to work during other than these normal hours shall be made in writing at least 36 hours in advance. For example, a request to work on a Saturday should be made no later than noon on Thursday.

2.1.2 Work Requiring Outages – Work requiring outages of utilities or building systems will be accomplished in accordance with prior approved schedules.

2.2. Outages – The contractor’s work requiring outages of utility or building systems will require 15 day advance notice and will be subject to the approval of the Contracting Officer. Notice shall include type of outage, date, and time outage will commence and estimated duration of outage.

2.3. Continuity – All tools, labor, and materials required to complete any item of work within a given work area or requiring an outage of any building utility or system, shall be available at the site prior to commencement thereof.

Once work has commenced on an item of work said work shall be continuously and diligently performed to completion and acceptance.

2.4. Road and/or Railroad Closures – Road and/or railroad closures will require a 15-day advance written notice and be subject to the Contracting Officer’s approval. Notice shall state reason for closure, date and time closure will commence and estimated duration of closure. A sketch shall be provided showing location of closure area and placement of barricades and signs. Closures shall be limited to a maximum of 5 calendar days.

3. CONSTRUCTION ACTIVITIES:

3.1 Contractor shall submit a Safety Plan and Construction Schedule to the

Contracting Officer’s Representative (COR) 10 days in advance of any construction activities to arrange specific schedule for performing work as required by this Contract.

4. FACTORS AFFECTING PERFORMANCE UNDER THIS CONTRACT:

4.1 The Contractor shall coordinate use of the site for access, staging, and parking with the Contracting Officer.

4.2 Contractor shall be responsible for limiting access of his employees and subcontractors to the area of work defined in the Contract. Contractor shall not have access to restrooms and amenities such as vending machines unless granted permission by the Contracting Officer.

4.3 Contractor shall maintain haul routes to and from the job sites and the borrow pits, to include the borrow pit. In addition it is the contractor’s responsibility to meet all Local, State and Federal regulations for the operation of a borrow pit. Contractor shall control runoff and erosion on all excavation and backfilling operations.

4.4 FS/HAAF has a mandatory recycling program. Unless otherwise specified, the Government retains all salvage rights. Contractors shall recycle construction & demolition debris as required by the Installation's recycling clause, 52.000-4061: RECYCLING, SALVAGE, AND DISPOSAL OF

MATERIALS FORT STEWART AND HUNTER ARMY AIRFIELD.

Materials will be broken down when delivered to the Recycling Center (to include metal equipment). Scrap metal will be cut down to no larger than 4 square feet in size.

4.4.1 REQUIRED SUBMITTAL ITEM: The Contractor shall (a) submit copies of all disposal weight/landfill scale tickets to the COR as described in the Referenced Recycling Clause for any off-post disposal or approved Contractor-retained salvage items within 10 days of removal; and (b) turn in all recyclables generated during the entire term of the Contract (unless otherwise approved for off-site disposal/salvage). Contractor, through COR, will coordinate with the DPW Environmental Division (912-767-2010 or 767-8880) to arrange for turn-in of recyclable/salvageable materials.

5. AS-BUILT RECORD DRAWINGS:

5.1 The Contractor shall be responsible for maintaining one set of master/record construction drawing prints on the job site on which he shall keep a neat and accurate record of all deviations from the original contract documents as the work progresses. The contractor is responsible for noting all changes and correction on these master/record construction drawing prints promptly as the changes occur in red ink(redline prints) and note date when these changes occurred, but in no case less often than on a weekly basis. The master/record construction drawing prints which are maintained in red ink shall indicate all the changes and modifications incorporated into the work as well as the following:

5.1.1 Actual locations of all subsurface and concealed utility lines, type of materials used, sizes, etc. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered or obscured, the master/record construction drawings shall show by offset dimensions to two permanently fixed surface features. Valves, splices boxes and similar appurtenances shall be located by dimensions along the utility run from a reference point. The average depth below the surface of each run shall also be recorded.

5.1.2 Any shop drawings that constitute part of the design shall be included with the record drawings.

5.2 The master/record (redline construction drawings) prints with corrections, such as field changes and contract modifications, shall be certified by the Contractor as to their correctness and submitted to the Contracting Officer’s Representative for approval. Once these provisional master/record (redline construction drawing) prints have been approved by the COR, the COR will obtain a compact disc (CD) of computer generated construction drawings from the DPW Engineering Service Division, Building 1114 at Ft. Stewart or Building 1021 at Hunter AAF, as applicable. The contractor shall then transfer all corrections from redline construction drawing prints to the compact disc (CD) of computer generated construction drawings. Corrections done shall be in MicroStation “.dgn” format. The Contractor shall note on the computer generated construction drawings the words “AS-BUILT” in the revision block with the next revision number to identify any changes made. Also, revision number identification will be placed where any changes were made. The contractor shall then submit AS-BUILT compact disc (CD) of computer generated drawing and one (1) AS-BUILT hardcopy with contractor’s redline corrections to the COR to insure accuracy that all corrections made were transferred from redline construction drawing prints to AS-BUILT hardcopy prints. Once the COR approves the AS-BUILT hardcopy prints the COR will then turn over to DPW/ ESD/ Drafting section for final approval of AS-BUILT compact disc (CD) of computer generated drawings and at this time the Contractor can receive final payment.

6. SECURITY REQUIREMENTS.

6.1 All contractor employees, to include subcontractor employees, requiring access to government installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee to the COR or the Contracting officer (if a COR has not been designated) within 30 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website:

https://jkodirect.jten.mil/.

The contractor and all associated sub-contractors shall brief all employees on the local iWATCH program. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award.

The Contractor and all associated sub-contractor employees shall comply with applicable Installation, facility, and area Commander’s local access and security policies and procedures. If required by this contract, the contractor shall also provide all information for background checks to meet Installation access requirements to be accomplished by Installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy.

In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or Installation change, the Government may require changes in contractor security matters or processes.

DOCUMENT 00010

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS

Section 01000 General Requirements

DIVISION 2 - SITE CONSTRUCTION

DIVISION 3 - CONCRETE

Section 03300 Cast-In-Place Concrete

DIVISION 4 - MASONRY

DIVISION 5 - METALS

DIVISION 6 - WOOD AND PLASTICS

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

DIVISION 8 - DOORS AND WINDOWS

DIVISION 9 - FINISHES

DIVISION 10 – SPECIALTIES

Section 10530 Aluminum Walkway Covers

DIVISION 11 - EQUIPMENT

DIVISION 12 - FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

DIVISION 14 - CONVEYING SYSTEMS

DIVISION 15 - MECHANICAL

DIVISION 16 - ELECTRICAL

Section 16010 Conductors And Cables Section 16020 Electrical Raceways Section 16120 Exterior Luminaires

END OF TABLE OF CONTENTS

SECTION

01000

GENERAL

REQUIREMENTS

PART 1 - GENERAL

1.01 SUMMARY

A. EXAMINATION OF PREMISES: Prior to submitting a proposal, it is highly recommended that the Contractor visit the site and fully inform themselves of the amount / character of the work and the local conditions.

B. WORK BY OTHERS: The Contractor shall afford the Government and separate contractors reasonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shall connect and coordinate his work with theirs as required by the Contract Documents.

C. USE OF PREMISES: Contractor shall execute the work in a careful and orderly manner with the least possible disturbance to the public, building employees and functioning of the existing building.

D. COORDINATION: Contractor shall be responsible for coordinating all work under the contract.

1. All openings in walls, floors, roof, etc. to be located and sized as per general construction, mechanical / electrical requirements.

E. REGULATORY REQUIREMENTS: All work shall be done in accordance with rules and regulations of local state and federal agencies.

F. LAYING OUT WORK: Contractor shall take and verify all conditions and measurements on job and shall be strictly responsible for same. Any questions and discrepancies shall be brought to the immediate attention of the Contracting Officer.

G. "OR EQUAL" PRODUCTS: Equal products of other manufacturer's will be accepted only on written approval by the Contracting Officer.

H. MANUFACTURER'S DIRECTIONS: All manufactured articles, materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned as directed by the manufacturer.

I. PROTECTION OF PERSONS AND PROPERTY: Contractor shall provide and maintain all temporary signs, signals, barricades and/or devices required to ensure safety and protection of property.

1. Provide protecting devices where required in strict accordance with OSHA rules and regulations.

2. All work in progress shall be adequately braced and protected until work is completed.

J. CUTTING & PATCHING: Do not cut and patch in a manner that would result in a failure of the work to perform as intended, decrease energy performance, increase maintenance, decrease operational life, or decrease safety performance.

1. Match existing materials for cutting and patching work with new materials conforming to project requirements.

2. Perform work with workmen skilled in the trades involved. Prepare sample area of each type of work for approval.

3. Cutting: Use cutting tools, not chopping tools. Make neat holes. Minimize damage to adjacent work. Inspect for concealed utilities and structure before cutting.

4. Patching: Make patches, seams, and joints durable and inconspicuous. Comply with tolerances for new work.

K. CLEANING: Contractor shall maintain premises and public property free from accumulation of waste, debris and rubbish caused by operations.

1. Maintain streets, sidewalks and entrances free of encumbrance at all times.

2. FINAL CLEANING: Contractor shall be responsible to thoroughly clean all work areas for acceptance by Owner. Remove grease, dust dirt, stains, labels, fingerprints, and other foreign materials from sight-exposed finished surfaces; polish surfaces so designated to shine finish.

L. GUARANTEE: Prior to final acceptance of the work, submit a written statement to the owner guaranteeing all equipment and systems against defective materials and workmanship for one (1) year from the date of acceptance. Upon written notice and at no expense to the owner, promptly repair all defective materials.

PART 2 - PRODUCTS - Not Applicable To This Section

PART 3 - EXECUTION - Not Applicable To This Section

END OF SECTION

SECTION 03300

CAST-IN-PLACE CONCRETE

A. Provide cast-in-place concrete for general building construction, including, without limitation:

1. Footings and foundations.

1.02 QUALITY ASSURANCE

A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years.

Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions.

B. Standards:

1. ACI 301, Specifications for structural Concrete for Buildings.

2. ACI 318, Building Code Requirements for Reinforced Concrete, and

CRSI Manual of Standard Practice.

PART 2 - PRODUCTS

2.01 MATERIALS

A. Concrete Design Mixes, ASTM C 94, 28 Day Compressive Strength:

1. Exterior Site Concrete / Column Pads Exposed to Weather:

a. Compressive Strength: 4000 psi, Air-Entrained.

B. Reinforcing Materials:

1. Reinforcing Bars: ASTM A 615, Grade 60, deformed.

C. Concrete Materials: ASTM C 150, Type I, Portland cement; potable water.

1. Normal weight aggregates, ASTM C 33.

D. Concrete Admixtures: Containing less than 0.1 percent chloride ions.

1. Air-Entraining Admixture: ASTM C 260, for exterior exposed concrete and foundations exposed to freeze-thaw.

E. Auxiliary Materials:

1. Premolded Expansion Joint Filler Strips: ASTM D 1751 or ASTM D1752, ¼” joint filler unless otherwise noted.

F. Concrete Finishes For Formed Surfaces:

1. Surfaces Exposed To View: Smooth trowel finish.

PART 3 - EXECUTION

3.01 INSTALLATION

A. Comply with ASTM C 94. Do not change mix design without approval. Calcium chloride admixtures are not permitted.

B. Chamfer exposed edges/corners to provide straight lines.

C. Isolation Joints: Provide between slabs and vertical elements such as columns and structural walls.

3.02 CURING AND PROTECTION

A. Comply with ACI standards for Hot and Cold Weather Concreting.

B. Concrete shall be protected against loss of moisture and rapid temperature changes for at least 7 days from the beginning of curing operation. All equipment needed for adequate curing and protection of the concrete shall be on hand and ready for use before actual concrete placement begins. Protection shall be provided as necessary to prevent cracking due to temperature changes during the curing period.

C. CURING: Begin initial curing as soon as free water has disappeared from exposed surfaces. Continue curing by use of moisture-retaining cover or membrane-forming curing compound. Cure formed surfaces by moist curing until forms are removed. Provide protection as required to prevent damage to exposed concrete surfaces.

SECTION 10530

ALUMINUM WALKWAY COVERS

A. Provide complete design, fabrication, and installation of aluminum canopy system and related foundation system.

1.02 SUBMITTALS

A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used.

B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and relationship with adjacent construction.

1. Submit Canopy and Foundation Design calculations prepared and stamped by a qualified licensed engineer.

2. Submit concrete footing and anchorage details.

C. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated.

D. Operation and Maintenance Data: Submit manufacturer's operation and maintenance data, including operating instructions, list of spare parts and maintenance schedule.

E. Warranty: Submit manufacturer's standard one year warranty on material and workmanship. Include labor and materials to repair or replace defective materials.

1.03 QUALITY ASSURANCE

B. Codes and Standards: Comply with provisions of the following.

1. International Building Code 2012.

2. ASCE 7-05, Minimum Design Loads for Buildings and Other Structures.

3. Aluminum Design Manual 2010.

4. American Welding Society- AWS D1.2/D1.2M: 2008

2.01 MANUFACTURER

A. Manufacturers: Mitchell Metals, Tennessee Valley Metals or approved equal.

2.02 MATERIALS

A. All components shall be 6063; 6061 or 6005 alloy extruded aluminum.

B. Components shall be sized to comply with live load and wind load requirements of the project and shall not be less than the dimensions shown on the plan.

C. The thickness of the aluminum deck panels shall be at least .080" thick.

D. All columns shall be min. 0.125 thick, have radius corners.

E. Beams are open at top to drain canopy system internally into columns.

F. Flashing shall be .040" thick.

G. All bolts and fasteners shall be stainless steel or finished to match adjacent components and sized by canopy engineer.

2.03 FINISHES

A. Fluoropolymer (Kynar) finish, comply with AAMA 2605.

PART 3 – EXECUTION

3.01 FIELD MEASUREMENTS

A. Take field measurements prior to preparation of shop drawings and fabrication.

3.02 INSTALLATION

A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections.

B. The entire structure shall be installed straight, true, and plumb according to standard construction procedures.

C. All joints, corners, and connections shall be tight and clean.

D. Decking is to be aligned and secured to aluminum frame structure.

E. Canopies shall be installed with positive and negative slope of 1/8” per foot to allow water drainage from top of canopy to draining columns and eliminate ponding.

F. Fill downspout columns with grout to the discharge level to prevent standing water.

G. Non-draining columns shall have weep holes installed at top of concrete to remove condensation from post. Minimum weep hole size shall be ¼” in diameter.

H. Provide clear acrylic protection or bituminous paint protection between the aluminum column and the concrete footer.

I. Thoroughly clean canopy after installation.

SECTION 16010

CONDUCTORS AND CABLES

A. Provide wires, cables, and connectors for power, lighting, signal, control, and related systems rated 600 volts and less.

B. Compliance: Current editions of NFPA 70 National Electric Code and NFPA 101 Life

Safety Code; UL 4, 83, 486A, 486B, 854; NEMA/ICEA WC-5, WC- 7, WC-8; IEEE 82;

UFC 3-520-01, “Interior Electrical Systems”.

A. Wire Components:

1. Branch circuit and feeder conductors: Solid conductors for No. 10 AWG and smaller;

stranded conductors for No. 8 AWG and larger. Minimum size shall be No. 12

AWG.

2. Insulation: All insulation systems shall be THHN/THWN, minimum 75 degrees C.

3. Jackets: Factory-applied nylon or PVC.

4. Conductor Material: Copper. Do not provide aluminum conductors.

B. Cables:

1. Armored Cable for Gypsum Board Partitions and Connections from Raceway Outlet

Boxes to Lighting Fixtures: UL Type AC.

C. Connectors: UL listed solder-less metal connectors with appropriate temperature ratings.

approved submittals. Install materials in proper relation with adjacent construction and with uniform appearance for exposed work. Coordinate with the work of other specification sections. Comply with applicable regulations and code requirements.

Provide proper clearances for servicing.

B. Maintain the integrity of fire rated partitions. Seal electrical and related penetrations in fire rated partitions via UL approved fire-stopping methods and materials to maintain fire ratings. Refer to the UL Fire Resistance Directory for information pertaining to penetration methods for the particular application.

C. Clearly label and tag all components as required per applicable codes.

SECTION 16020

ELECTRICAL RACEWAYS

A. Provide electrical raceways, consisting of conduit, cable trays, boxes, and cabinets for electrical power and signal distribution, or as otherwise indicated by the contract documents.

A. Comply with governing codes and regulations. Provide UL listed products from manufacturers. Deliver, handle, and store materials in accordance with manufacturer's instructions and applicable codes and regulations.

A. Wiring Methods:

1. Concealed Indoor Wiring: Electrical Metallic Tubing (EMT).

2. Exposed Outdoor Wiring: Rigid Galvanized Steel (RGS).

3. Concealed Outdoor Wiring: Intermediate Metallic Conduit (IMC) or Electrical Metallic

Tubing (EMT), as appropriate for the particular installation.

B. Metal Conduit and Tubing:

1. Rigid Galvanized Steel Conduit: ANSI C80.1.

2. Intermediate Steel Conduit: UL 1242.

3. Electrical Metallic Tubing (EMT) and Fittings: ANSI C80.3.

C. Raceway Accessory Materials:

1. Conduit Bodies: Provide the same materials as the corresponding conduit system.

2. Wireways: Wireways, wiring troughs, etc., shall be galvanized steel construction, with screw-on galvanized covers, with minimum cross-sectional area as required by

NFPA 70.

D. Boxes and Fittings:

1. Pull and Junction Boxes: UL 50, steel boxes.

2. Metal Outlet, Device and Small Wiring Boxes: UL 514A and OS 1.

A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials in proper relation with adjacent construction and with uniform appearance for exposed work. Coordinate with work of other sections. Comply with applicable regulations and code requirements. Provide proper clearances for servicing.

B. Maintain indicated fire ratings of walls, partitions, ceilings and floors at penetrations. Seal with fire-stopping compound or materials in order to maintain fire rating of the penetration per the applicable assembly detail in the UL Fire Resistance Directory.

W9124M-16-B-0003

SECTION 16120

EXTERIOR LUMINAIRES

A. Provide exterior lighting fixtures, lamps, ballasts, poles, standards, and accessories.

B. Operation and Maintenance Data: Submit manufacturer's operation and maintenance data, including operating instructions, list of spare parts and maintenance schedule.

B. Compliance: NFPA 70 "National Electrical

Code." PART 2 - PRODUCTS

A. Exterior Lighting Components:

1.. High Intensity Discharge (HID) Fixtures: UL 1572; ballasts, UL 1029;

instant restrike device.

2 Lamps: ANSI Standards, C78 series.

2.02 DETAILS

A. See the project drawings for details as applicable. PART 3 - EXECUTION approved submittals. Install materials in proper relation with adjacent construction and with uniform appearance for exposed work. Coordinate with work of other sections.

Comply with applicable regulations and code requirements. Provide proper clearances for servicing.

B. Clearly label and tag all components.

C. Test all systems for proper operation.

D. Restore damaged finishes. Clean and protect work from damage.

E. Instruct Owner's personnel in proper operation of systems.

END OF SECTion

Section E - Inspection and Acceptance

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 N/A N/A N/A Government

CLAUSES INCORPORATED BY FULL TEXT

52.246-12 INSPECTION OF CONSTRUCTION (AUG 1996)

(a) Definition. "Work" includes, but is not limited to, materials, workmanship, and manufacture and fabrication of components.

(b) The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under the contract conforms to contract requirements. The Contractor shall maintain complete inspection records and make them available to the Government. All work shall be conducted under the general direction of the Contracting Officer and is subject to Government inspection and test at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract.

(c) Government inspections and tests are for the sole benefit of the Government and do not--

(1) Relieve the Contractor of responsibility for providing adequate quality control measures;

(2) Relieve the Contractor of responsibility for damage to or loss of the material before acceptance;

(3) Constitute or imply acceptance; or

(4) Affect the continuing rights of the Government after acceptance of the completed work under paragraph (i) of this section.

(d) The presence or absence of a Government inspector does not relieve the Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the specification without the Contracting Officer's written authorization.

(e) The Contractor shall promptly furnish, at no increase in contract price, all facilities, labor, and material reasonably needed for performing such safe and convenient inspections and tests as may be required by the Contracting Officer. The Government may charge to the Contractor any additional cost of inspection or test when work is not ready at the time specified by the Contractor for inspection or test, or when prior rejection makes reinspection or retest necessary. The Government shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size, and performance tests shall be performed as described in the contract.

(f) The Contractor shall, without charge, replace or correct work found by the Government not to conform to contract requirements, unless in the public interest the Government consents to accept the work with an appropriate adjustment in contract price. The Contractor shall promptly segregate and remove rejected material from the premises.

(g) If the Contractor does not promptly replace or correct rejected work, the Government may (1) by contract or otherwise, replace or correct the work and charge the cost to the Contractor or (2) terminate for default the Contractor's right to proceed.

(h) If, before acceptance of the entire work, the Government decides to examine already completed work by removing it or tearing it out, the Contractor, on request, shall promptly furnish all necessary facilities, labor, and material. If the work is found to be defective or nonconforming in any material respect due to the fault of the Contractor or its subcontractors, the Contractor shall defray the expenses of the examination and of satisfactory reconstruction. However, if the work is found to meet contract requirements, the Contracting Officer shall make an equitable adjustment for the additional services involved in the examination and reconstruction, including, if completion of the work was thereby delayed, an extension of time.

(i) Unless otherwise specified in the contract, the Government shall accept, as promptly as practicable after completion and inspection, all work required by the contract or that portion of the work the Contracting Officer determines can be accepted separately. Acceptance shall be final and conclusive except for latent defects, fraud, gross mistakes amounting to fraud, or the Government's rights under any warranty or guarantee.

(End of clause)

52.246-13 INSPECTION--DISMANTLING, DEMOLITION, OR REMOVAL OF IMPROVEMENTS (AUG

1996)

(a) Unless otherwise designated by the specifications, all workmanship performed under the contract is subject to Government inspection at all times and places where dismantling or demolition work is being performed. The Contractor shall furnish promptly, and at no increase in contract price all reasonable facilities, labor, and materials necessary for safe and convenient inspection by the Government. The Government shall perform inspections in a manner that will not unduly delay the work.

(b) The Contractor is responsible for damage to property caused by defective workmanship. The Contractor shall promptly segregate and remove from the premises any unsatisfactory facilities, materials, and equipment used in contract performance, and promptly replace them with satisfactory items. If the Contractor fails to proceed at once in a workmanlike manner with performance of the work or with the correction of defective workmanship, the Government may (1) by contract or otherwise, replace the facilities, materials, and equipment or correct the workmanship and charge the cost to the Contractor and (2) terminate for default the Contractor's right to proceed.

The Contractor and any surety shall be liable, to the extent specified in the contract for any damage or cost of repair or replacement.

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC

0001 31-AUG-2016 1 W0VA USA GAR ENG R U HAAF

W0VA USA GAR ENG R U HAAF

399 STEPHEN DOUGLAS ST BLDG 1024

HUNTER AAF

SAVANNAH GA 31409-5029

912-435-0282 FOB: Destination

W33Q9Y

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 not later than 120 DAYS AFTER COMMENCEMENT. The time stated for completion shall include final cleanup of the premises.

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $179.00 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

Section G - Contract Administration Data

52.000-4058 WAWF – SUBMIT INVOICE ELECTRONICALLY (JUL 08)

(a) To expedite payment, reduce lost documents, and increase visibility into the status of payments, the Department of Defense (DOD) has implemented electronic invoicing. In conformance with Defense Federal Acquisition Regulation supplement (DFARS) Clause 252.232-7003, Electronic submission of payment Request, which is incorporated herein by reference, contractors shall submit invoices ELECTRONICALLY through the Defense Finance and Accounting System (DFAS) Web Invoicing System (Wide Area Workflow – Receipt and Acceptance (WAWF-RA)) at https://wawf.eb.mil/. Select Invoice us 2-in-1, (Services Only) Invoice.

(b) Applicable codes necessary for submission of invoices against this contract are as shown below:

1. ADMINISTERED BY: JOHN B. CLOY

2. ISSUED BY: W9124M

3. CONTRACTING OFFICE: W9124M

4. PAYMENT: HQ0490 DFAS-Indianapolis

5. DODAAC/INSPECT BY: W33DL4

6. LPO:

7. DESCRIPTION: Canopy Installation HAAF CDC Bldg. 148

8. CONTRACTOR’S CAGE CODE:

(c) Paper invoices will be rejected and returned and the contractor advised to invoice electronically.

(d) For assistance regarding electronic invoicing issues, please contract WAWF Customer Service at 1- 866-618-5988 or DFAS Electronic Commerce Division at 1-614-693-6868. Web-based training is available at the WAWF site https://www.wawftraining.com

52.204-7 SYSTEM FOR AWARD MANAGEMENT (JULY 2013)

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

Data Universal Numbering System (DUNS) number means the 9-digit number assigned by Dun and Bradstreet, Inc.

(D&B) to identify unique business entities.

Data Universal Numbering System +4 (DUNS+4) number means the DUNS number assigned by D&B plus a 4-character suffix that may be assigned by a business concern. (D&B has no affiliation with this 4-character suffix.)

This 4-character suffix may be assigned at the discretion of the business concern to establish additional System for Award Management records for identifying alternative Electronic Funds Transfer (EFT) accounts (see the FAR at Subpart 32.11) for the same parent concern.

Registered in the System for Award Management SAM database means that--

(1) The offeror has entered all mandatory information, including the DUNS number or the DUNS+4 number, the Contractor and Government Entity (CAGE) code, as well as data required by the Federal Funding Accountability and Transparency Act of 2006 (see Subpart 4.14) into the SAM database;

(2) The offeror has completed the Core, Assertions, and Representations and Certifications, and Points of Contact sections of the registration in the SAM database;

(3) The Government has validated all mandatory data fields, to include validation of the Taxpayer Identification Number (TIN) with the Internal Revenue Service (IRS). The offeror will be required to provide consent for TIN validation to the Government as a part of the SAM registration process; and

(4) The Government has marked the record ``Active''.

(b)(1) By submission of an offer, the offeror acknowledges the requirement that a prospective awardee shall be registered in the SAM database prior to award, during performance, and through final payment of any contract, basic agreement, basic ordering agreement, or blanket purchasing agreement resulting from this solicitation.

(2) The offeror shall enter, in the block with its name and address on the cover page of its offer, the annotation “DUNS” or “DUNS +4” followed by the DUNS or DUNS +4 number that identifies the offeror's name and address exactly as stated in the offer. The DUNS number will be used by the Contracting Officer to verify that the offeror is registered in the SAM database.

(c) If the offeror does not have a DUNS number, it should contact Dun and Bradstreet directly to obtain one.

(1) An offeror may obtain a DUNS number--

(i) Via the Internet at http://fedgov.dnb.com/webform or if the offeror does not have internet access, it may call Dun and Bradstreet at 1-866-705-5711 if located within the United States; or

(ii) If located outside the United States, by contacting the local Dun and Bradstreet office. The offeror should indicate that it is an offeror for a U.S. Government contract when contacting the local Dun and Bradstreet office.

(2) The offeror should be prepared to provide the following information:

(i) Company legal business.

(ii) Tradestyle, doing business, or other name by which your entity is commonly recognized.

(iii) Company Physical Street Address, City, State, and Zip Code.

(iv) Company Mailing Address, City, State and Zip Code (if separate from physical).

(v) Company Telephone Number.

(vi) Date the company was started.

(vii) Number of employees at your location.

(viii) Chief executive officer/key manager.

(ix) Line of business (industry).

(x) Company Headquarters name and address (reporting relationship within your entity).

(d) If the Offeror does not become registered in the SAM database in the time prescribed by the Contracting Officer, the Contracting Officer will proceed to award to the next otherwise successful registered Offeror.

(e) Processing time, which normally takes 48 hours, should be taken into consideration when registering. Offerors who are not registered should consider applying for registration immediately upon receipt of this solicitation.

(f) Offerors may obtain information on registration at https://www.acquisition.gov.

252.232-7006 WIDE AREA WORKFLOW PAYMENT INSTRUCTIONS (MAY 2013)

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

Department of Defense Activity Address Code (DoDAAC) is a six position code that uniquely identifies a unit, activity, or organization.

Document type means the type of payment request or receiving report available for creation in Wide Area WorkFlow (WAWF).

Local processing office (LPO) is the office responsible for payment certification when payment certification is done external to the entitlement system.

(b) Electronic invoicing. The WAWF system is the method to electronically process vendor payment requests and receiving reports, as authorized by DFARS 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(c) WAWF access. To access WAWF, the Contractor shall--

(1) Have a designated electronic business point of contact in the System for Award Management at https://www.acquisition.gov; and

(2) Be registered to use WAWF at https://wawf.eb.mil/ following the step-by-step procedures for self-registration available at this Web site.

(d) WAWF training. The Contractor should follow the training instructions of the WAWF Web-Based Training Course and use the Practice Training Site before submitting payment requests through WAWF. Both can be accessed by selecting the “Web Based Training” link on the WAWF home page at https://wawf.eb.mil/.

(e) WAWF methods of document submission. Document submissions may be via Web entry, Electronic Data Interchange, or File Transfer Protocol.

(f) WAWF payment instructions. The Contractor must use the following information when submitting payment requests and receiving reports in WAWF for this contract/order:

(1) Document type. The Contractor shall use the following document type(s).

DOD Contract (FAR)

(Contracting Officer: Insert applicable document type(s). Note: If a “Combo” document type is identified but not supportable by the Contractor's business systems, an “Invoice” (stand-alone) and “Receiving Report” (stand-alone) document type may be used instead.)

(2) Inspection/acceptance location. The Contractor shall select the following inspection/acceptance location(s) in WAWF, as specified by the contracting officer.

____HAAF, GA

(Contracting Officer: Insert inspection and acceptance locations or “Not applicable”.)

(3) Document routing. The Contractor shall use the information in the Routing Data Table below only to fill in applicable fields in WAWF when creating payment requests and receiving reports in the system.

Routing Data Table* Field Name in WAWF Data to be entered in WAWF Pay Official DoDAAC ____HQ0490 Issue By DoDAAC ____W9124M Admin DoDAAC ____W9124M Inspect By DoDAAC ____W33DL4 Ship To Code ____ Ship From Code ____ Mark For Code ____ Service Approver (DoDAAC) ____W9124M Service Acceptor (DoDAAC) ____W33DL4 Accept at Other DoDAAC ____ LPO DoDAAC ____ DCAA Auditor DoDAAC ____ Other DoDAAC(s) ____

(4) Payment request and supporting documentation. The Contractor shall ensure a payment request includes appropriate contract line item and subline item descriptions of the work performed or supplies delivered, unit price/cost per unit, fee (if applicable), and all relevant back-up documentation, as defined in DFARS Appendix F, (e.g. timesheets) in support of each payment request.

(5) WAWF email notifications. The Contractor shall enter the email address identified below in…