RFO DTFAWN-16-R-00097 R4 Section K.doc

DTFAWN-16-R-00097

THIS CONTRACT IS A RATED ORDER

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NO

Federal Aviation Administration

Western Logistics Service Area

AAQ-530 Acquisition Group

1601 Lind Avenue SW

Renton, WA 98057-3356

SOLICITATION

9. Offers in original and 0 copies for furnishing the supplies or services in the Schedule will be received at the place in the depository specified in

CAUTION - LATE Submissions, Modifications, and Withdrawals: See Section L.

CALL:

11. TABLE OF CONTENTS

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PART III - LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACH.

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PART IV - REPRESENTATIONS AND INSTRUCTIONS

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OTHER STATEMENTS OF OFFERORS

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OFFER (must be fully completed by Offeror)

12. In compliance with the above, the undersigned agree, if this offer is accepted within calendar days (60 calendar days unless a different period is inserted by the Offeror) from the date for receipt of offers specified above, to furnish any or all items upon which prices are offered at the price set opposite each item, delivered at the designated point(s), within the time specified in the schedule.

13.

DISCOUNT FOR PROMPT PAYMENT

(See Section I, Clause No. 3.3.1-6)

15A..

NAME

16.

NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

AND

ADDRESS

OF

OFFEROR

15B.

TELEPHONE NO. (Include area code)

15C.

CHECK IF REMITTANCE ADDRESS

IS DIFFERENT FROM ABOVE - ENTER

SUCH ADDRESS IN SCHEDULE

AWARD (To be completed by Government)

19. ACCEPTED AS TO ITEMS NUMBERED

All

20. AMOUNT

21. ACCOUNTING AND APPROPRIATION DATA

See Schedule

SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM

CLARENCE DAVIS

PART I - SECTION B

SUPPLIES/SERVICES & PRICE/COST

Contract

Line Item

No. (CLIN) Description and Price/Cost

Qnty

Unit

Amount B0001 Design, Fabricate, Package and Crate

B0001A The Contractor shall furnish all labor, tools, parts, materials, production shop and facilities necessary to design, and fabricate two (2) – thirty (30) foot self-supporting antenna towers plus a rigid (type 1) safety climbing devices with all required brackets, guides and clamps as required by the scope of work, specifications, drawings, all attachments, contract clauses and provisions, Prepare for shipping by packaging and crating to arrive at destination undamaged and ready for construction/erection .

Job

B0002 Deliver and Off Loading at Destination B0002A Furnish all labor, materials, equipment, transportation, insurance, notifications, licenses, permits, fees and supervision necessary to package, deliver and off load 2 – 30 foot towers and safety climbing device at destination.

Job

B0003 Total Price (Aggregate of B0001A and B0002A) Lump Sum Notice to Offerors: Price/Cost must include All Applicable State and Local Taxes.

All Contract items shall encompass all costs related to (a) direct and indirect labor, fringe benefits, overhead, G&A expenses, profit, material, equipment, other direct costs, insurance, freight, handling, transportation, inspection, testing, operation and maintenance manuals, bonds, etc., (b) federal, state, and local taxes, (c) all applicable fees permits, licenses, and (d) any miscellaneous charges.

An offeror is required to provide a price for each contract line item (CLIN). Failure to comply may result in the rejection of the subject offer. A single award is anticipated shall be made. There shall be no split award. In the event that the CLIN price for any line item is materially unbalanced, the entire offer may be rejected without discussion with the offeror.

In the event of any disparity between the CLIN price and the total offered price, the CLIN price shall be deemed correct, and the total offered amount shall be revised accordingly, unless available information indicates otherwise.

Effective April 1, 1996, the Federal Aviation Administration (FAA) began operating under the new FAA Acquisition Management System. The l996 DOT Appropriation Act, Public Law 104-50, mandated that the FAA rewrite its acquisition regulations and granted legislative relief from certain laws. The Federal Acquisition Regulations (FAR), Federal Acquisition Streamlining Act of 1994, Small Business Act, and Competition in Contracting Act, are four of these laws.

PART I - SECTION C

SCOPE OF WORK

FABRICATION OF TWO (2) SELF-SUPPORTING 30-FOOT REMOTE

TRANSMITTER RECEIVER (RTR) ANTENNA TOWERS

AT THE

CEDAR CITY ARSR FACILITY, CEDAR CITY, UTAH

DESCRIPTION / SPECIFICATIONS / SCOPE OF WORK

The manufacturer/production shop shall furnish all labor, tools, parts, materials and facilities necessary to design, fabricate, and delivery of two (2) self-supporting antenna tower as required in accordance with the specifications contained in this section.

1. SCOPE

1.1 Scope - This specification sets forth requirements for the following:

· Design and fabrication of two (2) new 30-foot self-supporting eight-arm communication antenna towers, (see Enclosure 1).

· Design of reinforced concrete foundation for the towers.

· Design of Tower based on TIA-222-G.

· Provide a rigid (type I) safety climbing device, including all required brackets, guides and clamps.

2. APPLICABLE DOCUMENTS

2.1 FAA Documents - The following FAA Drawings form a part of this specification and are applicable to the extent specified herein.

· Enclosure (1): CDC-D-RTR-S001; RTR Antenna Towers, Platform & Antenna Support Details. (REFERENCE ONLY)

· Enclosure (2): Geotechnical Analysis extract for FAA by TBD, (expected date available June 15, 2016)

· Enclosure (3): RAM Rail protection system product data sheet.

2.2 Military and Federal Publications - Tile following Military and Federal publications of the issues in effect on the dale of the request for proposal, form a part of these specifications.

2.2.1 Military Specifications (Mil. Specs.):

· MIL-M-17l94 Metal, Expanded, Steel

2.2.2 Federal Specifications (Fed. Specs.):

· RR-G-661 Grating-Bar Type

· RR-S-001301 Safety Equipment, Climbing

2.2.3 Occupational Safety and Health Administration (OSHA) Standards:

· Occupational Safety and Health Standards, Title 29, Part 1910

2.3 Other Publications - The following publications of the issues in effect on the date of title request for proposal form a part of this specification.

2.3.1 American Society for Testing and Materials (ASTM) Specifications:

· A·36 Structural Steel

· A-53 Pipe, Steel Black and Hot Dipped Zinc-Coaled Welded and Seamless Steel Pipe

· A-123 Zinc (Hot-Galvanized) Coatings on Products Fabricated from Rolled, Pressed, and Forged Steel Shapes, Plates, Bars, and Stripes

· A-153 Zinc Coating (Hot-Dip) on Iron and Steel Hardware

· A-307 Low-Carbon Steel Externally and Internally Threaded Standard Fasteners

· A-325 High Strength Bolts for Structural Steel Joints including Suitable Nuts and Plain Hardened Washers

· A-385 Providing High Quality Zinc Coating (Hot Dip) on Assembled Products

· A-441 High Strength Low Alloy Structural Steel

· A-501 Hot-Formed Welded and Seamless Carbon Steel Structural Tubing

· A-570 Hot Rolled Carbon Steel Sheet and Strip, Structural Quality

· A-615 Deformed, and Plan Billet Steel Bars for Concrete Reinforcement

· A-618 Hot Formed, Welded and Seamless H.S., Low Alloy Structural Tubing

2.3.2 American Institute of Steel Construction (AISC) Specifications: Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings, with Commentary.

2.3.3 American Iron and Steel Institute (AISI) Specifications: Specifications for the Design of light gage cold-formed steel structural members.

2.3.4 American National Standards Institute (ANSI) Standards: B18.22.1 Plain Washers

2.3.5 Telecommunications Industry Association (TIA): TIA-222-G Structural Standards for Antenna Supporting Structures and Antennas

2.3.6 American Concrete Institute (ACI): Building Code Requirements

2.3.7 American Welding Society (AWS): Welding Handbook D 1.1

3. REQUIREMENTS

3.1 General Requirements – The tower furnished by the manufacturer shall be complete in accordance with all specification requirements including anchor bolts and all other hardware essential for erecting the tower. The contractor shall provide all materials, supplies, equipment, and services necessary to design, fabricate and prepare for delivery of tower for erection at the Cedar City ARSR, Blowhard Mountain, UTAH. Contractor must also supply RAM Fall Protection System (or equivalent subject to FAA review) with each tower, see attached product data sheet. Fall protection system must be rigid rail type (no cable type.)

3.2 Description - The towers shall be self-supporting type (30 ft.) galvanized steel structures with a platform at the top for mounting an eight-mount arm assembly, (see Enclosure 1) and servicing antennas. The tower height shall be measured from the top of the foundation to the top of the hand rail on the platform (plus or minus 12"). The tower shall be shipped in a knocked down form or partially pre-assembled, and ready to be erected in the field using structural bolts only. The tower shall be fabricated in no more than four sections to make up the total tower height. The members shall be fabricated from angular, tubular, or solid stock. The tower platform shall be large enough to permit installation of 8 antennas with 8 ft. minimum separation. This can be accomplished by providing a square or rectangular platform with retractable support arms similar to those shown in appropriate lengths and locations to provide 8 ft. antenna separation. The minimum area for the tower platform shall be 42 square feet (sq. ft.). Access to the platform shall be gained through a suitable hinged trap door with provision for being padlocked from the bottom. The weight of the trap door shall be 30 pounds (lbs.) or less. The trap door system may also be designed to have 2 doors (15 lbs. maximum each). It shall be possible to fully open and close the trap door when entering or leaving the platform without disengaging from the safety climbing device. The door(s) shall not be able to blow shut by high winds in the fully open position. The minimum clear climbing side opening in the platform shall be 1 foot (ft) - 3 inches (in.) each way from the ladder centerline and 2 ft. - 6 in. clear opening from the ladder rung to the back of the opening. The platform shall be fabricated from the angle framing members and the floor of the platform shall be fabricated from either expanded metal grating or bar type grating. The floor shall be secured to the framing. The platform shall be provided with guardrail, composed of vertical posts with top and intermediate rail components located 45 in. and 23 in. respectively above the platform floor. The perimeter framing members shall support the rail as well as the required antenna mounting brackets as well as provide a 4 in. high toe plate surrounding the platform walk area.

3.3 Design Requirements –

General: Engineering Standard to be utilized for design is TIA-222-G, with Structure Class III (Essential Facilities), Exposure C, and Topo Category 4.

3.3.1 Live Load: The floor of the platform shall support a 300 lb. concentrated load over 2.0 sq. ft. area in addition to a live load of 20 lbs. per sq. ft. over the entire platform. In addition to the live load on the platform, the tower and ladder shall be designed to support a minimum 500 lb. concentrated load at any point on the ladder and its attachment to the tower in a free fall of 18 inches. Each individual ladder rung shall be capable of supporting a vertical load of 250 lb.

3.3.2 Wind Load: The tower shall be designed for a Zone C wind load per EIA/TIA Standard 222-G (90 miles per hour (MPH)) to support the platform with 45 in. high handrail plus the following:

(a) A 2-1/2 in. diameter antenna 48-in. long mounted vertically on each of the 8 antenna mounts.

(b) Two junction boxes each having a projected area of 6 sq. ft., mounted on platform railing.

(c) 16 antenna cables, each approximately 1-1/4” diameter routed vertically along the exterior face of the tower from the foundation up to the platform level.

(d) Climbing ladder, face mounted (or interior if there is adequate space) for the full height of the tower, with safety climbing device that is furnished by others.

(e) A single 3-in. diameter 20-foot high air terminal mast that extends vertically from the tower platform.

3.3.3 Tower Legs: The four tower legs shall be fabricated of structural steel, structural angles, or plates having minimum yield strength of 36,000 lbs. per square inch (sq. in.), per ASTM Specification A-36 for angles and plates; or 33,000 lbs. per sq. in., per A-53 or A-501 for pipe. Legs fabricated from steel having minimum yield strength of 50,000 lbs. per sq. in. shall conform to ASTM Specification A~618, Grade 3, for pipe or ASTM Specification A-44l for angles or plates.

3.3.4 Tower Braces: Tower angle braces shall have minimum yield strength of 36,000 lbs. per sq. in., per ASTM Specification A-36.

3.3.5 Base Section: The base section of all self-supporting tower shall be fixed base utilizing load bearing plates drilled to receive anchor bolts cast in reinforced concrete foundations or it may be a short section or integral part of the first tower increment. If a separate short section is used it shall be cast in the concrete foundation and similar in construction to the other tower increments.

3.3.6 Bolted Connections: All bolts for structural joints shall be high strength per ASTM SPECIFICATION A-325 fasteners. Secondary connections where bolts are less than ½ in. diameter shall be of Grade 5 (SAE J 429) specification, if conditions permit. All nuts shall have locknuts. All fasteners shall be galvanized

3.3.7 Ladder and Safety Climbing Devices: The ladder shall be face-mounted (interior) for the full height of the tower and extend a minimum of 3 ft. - 6 in. above-the platform. The ladder design shall conform to OSHA standards including clearances and the distance between ladder rungs and ladder rails. The mounting devices that attach the ladder to the tower shall not extend beyond the rail edges on the climbing side of the ladder.

3.3.8 Tower Foundation Design: A foundation design shall be provided for height of the tower and the base of the pad placed at minimum depth of 36 in. below the ground surface. Design shall be based on the Geotechnical Analysis provided by FAA (reference TBD geotechnical Analysis, Enclosure 2, to be available by June 15, 2016). Maximum allowable soil pressure of 2,500 PSF; Concrete strength shall be based on a 28-day compressive strength of 4000 pounds per square inch (PSI) and maximum slump of 4 in. Reinforcing steel shall be intermediate grade billet ASTM Specification A-615, Grade 60, deformed bars. The foundation designs shall be oriented toward economical construction based on the costs of labor and materials at the time of the design. The anchor bolts/anchoring system shall be furnished with the tower.

3.3.9 Tower Platform Handrails: The top hand rail shall be capable of taking a point load of 200 lbs. in any direction.

3.3.12 Design and Drawings:

3.3.12.1 Work Required - Provide field erection drawings and plans list.

3.3.12.2 Work Preparation - Drawing preparation shall be performed by the contractor to the extent required herein. Design shall be in accordance with established engineering practice and the ACI, AISC, AISI OR EIA specification as applicable. Design drawings shall show control dimensions, member sizes and other details as necessary for the development of shop and erection drawings. Erection drawings shall indicate anchor system, member location, bolt sizes and number and all other information to clearly depict requirements for field erection. A parts list showing the member number, size, and length shall be provided in the erection drawings.

1. A copy of the ERECTION DRAWINGS AND PARTS LIST WILL BE SHIPPED WITH THE TOWER.

3.4 Materials - Unless otherwise indicated, materials shall conform to the specifications and other requirements indicated below. Where no specification is indicated, the materials shall be good commercial quality suitable for the Government's intended use and shall be subject to the approval of the Contracting Officer. Unless otherwise provided by the Request for Proposal, the contractor shall furnish all materials and items required for the complete structure, and in addition shall furnish nuts, bolts, washers, and other hardware in an amount 10% in excess of the quantity required for erection.

3.4.1 Structural Steel Plate, Shapes, and Bars: Structural steel plates, shapes, and bars shall conform to ASTM Specification A-36.

3.4.2 Strip Steel: Strip steel shall conform to ASTM Specification A-570 of the appropriate grade.

3.4.3 High-Strength Bolts, Including Nuts and Washers: High strength bolts, nuts, and washers shall conform to ASTM Specification A-325.

3.4.4 Bolts and Nuts, Other Than High Strength: Bolts and nuts other than high strength shall conform to ASTM Specification A-307, Grade A.

3.4.5 Plain Washers, Other Than Those in Contact with High-Strength Bolts, Heads, and Nuts: Plain washers shall conform to ANSI Standard B 18.22.1, Type B.

3.4.6 Locknuts: A jam nut shall be used on each bolt beneath the full nut. Self-locking nuts intended for use on exterior bolted connections with any associated lock washers may be submitted for approval as a substitute for the regular nut and jam nut.

(a) Bar type. Federal Specification RR-G-661.

(b) Expanded Metal Type. Military Specifications MIL-M-17194.

3.5 Fabrication - Fabrication shall be in accordance with the A1SC Specification. Members shall have no sharp edges which will be hazardous during handling or other irregularities which will interfere with erection. The manufacturer shall be responsible for corrections of all fabrication errors and for correct fitting of the fabricated members.

Note: Final tower design submittal shall be approved by the FAA prior commencing fabrication

3.5.1 Marking: Each Separate member, except bolts, washer and similar items shall be clearly marked by stamping into the steel in the mark shown in the erection drawings. Marks shall be a minimum of 1/2 in. high. All like parts shall be marked in the same relative position. Marks shall be stamped into the steel before galvanizing and shall be clearly visible in the erected structure.

3.5.2 Galvanizing: All ferrous parts shall be hot dip galvanized after fabrication in conformance with ASTM Specification A-123 and A-385. Hardware (nuts, bolts, washers and other minor items) shall be galvanized by the hot dip method in conformance with A-153. The interior of any pipe used shall be galvanized. Anchor bolts shall be galvanized only in the area which will extend above the concrete foundation.

3.5.3 Antenna Mounting Brackets: Eight antenna pipe mounts shall be furnished with each tower. Bracket details shall be as shown on the attached drawing, ENCLOSURE (1) CDC-D-RTR-S001, RTR Antenna Towers. Alternate support arm designs must be approved in writing by the contracting officer. Retractable support arms or fixed supports adequate for mounting eight antennas with a minimum 8 ft. separation and accessible from the platform shall be furnished with each tower.

4. QUALITY ASSURANCE PROVISIONS

4.1 Quality Control - Quality Control shall be in accordance with the American Institute of Steel Construction Specifications. Unless otherwise specified in the specification or in the contract, all tests and inspections to determine compliance with the requirements of the contract specifications shall be made by the contractor and shall be subject to Government inspection. The Project Engineer and Contracting Officer shall be notified by the Contractor 10 days prior to shipment of required tower to allow the Government representative to inspect tower to be shipped.

5. PREPARATION FOR DELIVERY

5.1 Preparation for Delivery - The complete system shall be packed and insured by the carrier and provide safe delivery at destination in containers complying with rules and regulations applicable to the mode of transportation. The packaged system shall be marked with the address to which it is being shipped to and shall include the contract number. Inventory sheet of tower and components shall be included with shipment.

6. OFF-LOADING AT SITE (DESTINATION)

6.1 Offloading at Site (Destination) - The Government does not have loading/unloading capabilities at the Cedar City RTR site. Therefore, the manufacturer shall arrange for and provide off-loading service at this destination. The off-loading equipment shall be provided in the proposal. If off-loading is NOT included, the FAA will reject the proposal.

** The tower will be offloaded inside an FAA secure area and will require an FAA Escort to the actual location **

7. DELIVERABLE DOCUMENTS:

7.1 Foundation Design, hard copies (3) each draft and final.

7.2 Tower Design, hard copies (3) each draft and final.

7.3 Tower Erection Plan, hard copies (3) each draft and final.

7.4 Deliver (3) bound and indexed reports of Tower, Foundation, and Erection plans; and (2) CD or flash-drives (or Electronic Copy, via e-mail if deemed acceptable by the FAA), each with a complete set of report and attachment files in both Microsoft Word .doc and .PDF format.

Delivered drawings, specifications, notes, reports, documents and other work shall become the property of the FAA.

Document delivery address and point of contact for technical information:

Maximo Flores, Project Engineer

Federal Aviation Administration

1601 Lind Ave. SW

Renton, WA 98057

425-227-1136

Maximo.Flores@faa.gov

Tower delivery address and project site

FAA Cedar City ARSR (RTR)

Blowhard Mountain

Cedar City, UT

Call 24 hours prior to towers shipment delivery:

FAA Project Engineer - Maximo Flores @ 425-227-1136

Contractor must have no less than 5 years’ experience in design, fabrication and construction of steel antenna towers, Contractor shall also have experience in design of concrete supporting foundations based on sound geotechnical information. Wiring all components and associated equipment and be capable and experienced in transporting antennas to active FAA facilities using specialized trucks, trailers and cranes. The contractor shall be regularly engaged in the fabrication of antenna towers with existing plant facilities equipped for year around antenna manufacturing.

PART I - SECTION D

PACKAGING AND MARKING

D0001.

Unless otherwise specified, standard commercial packaging and markings must be used where applicable.

PART I - SECTION E

INSPECTION AND ACCEPTANCE

3.1-1 Clauses and Provisions Incorporated by reference (July 2011) This screening information request (SIR) or contract, as applicable, incorporates by reference the provisions or clauses listed below with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make the full text available, or offerors and contractors may obtain the full text via Internet at: http://conwrite.faa.gov.

(End of clause)

3.10.4-2 Inspection of Supplies - Fixed Price (November 1997)

3.10.4-15 Certificate of Conformance (April 1996)

3.10.4-16 Responsibility for Supplies (April 1996)

Warranty of Supplies

1) Contractor warrants that all supplies furnished under this contract shall have a standard commercial warrant of not less than one year or better after final installation and acceptance by the FAA.

2) When return, correction, or replacement is required, transportation charges and responsibility for the supplies while in transit shall be borne by the Contractor. However, the Contractor’s liability for the transportation charges shall not exceed an amount equal to the cost of transportation by the usual commercial method of shipment between the place of delivery specified in this contract and the Contractor’s plant, and return.

3) Any supplies or parts thereof, corrected or furnished in replacement under this clause, shall also be subject to the terms of this clause to the same extent as supplies initially delivered. The warranty with respect to supplies or parts thereof, shall be equal in duration to that in paragraph E2.1 of this clause and shall run from the date of delivery of the corrected or replaced supplies.

PART I - SECTION F

DELIVERIES OR PERFORMANCE

3.1-1 Clauses and Provisions Incorporated by reference (July 2011) This screening information request (SIR) or contract, as applicable, incorporates by reference the provisions or clauses listed below with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make the full text available, or Offerors and contractors may obtain the full text via Internet at: http://conwrite.faa.gov.

(End of clause)

3.10.1-9 Stop-Work Order (October 1996)

3.2.2.8-7 Desired and Required Time of Delivery (November 1997)

(a) The Government desires delivery to be made according to the following schedule:

1.

DESIRED DELIVERY SCHEDULE

CONTRACT LINE ITEM B0001AND B0002, IN THE AGGREGATE AS SHOWN WITHIN THE SCHEDULE TO BE DESIGNED, FABRICATED, PACKAGED AND DELIVERIED FOUR (4) WEEKS AFTER THE DATE OF CONTRACT.

If the offeror is unable to meet the desired delivery schedule, it may, without prejudicing evaluation of its offer, propose a delivery schedule below. However, the Offeror’s proposed delivery schedule must not extend the delivery period beyond the time for delivery in the Government's required delivery schedule below:

2.

REQUIRED DELIVERY SCHEDULE

CONTRACT LINE ITEM B0001 AND B002 IN THE AGGREGATE AS SHOWN WITHIN THE SCHEDULE TO BE DESIGNED, FABRICATED, PACKAGED, DELIVERIED AND OFF LOADED AT DESTINATION NO LATER THAN JULY 31, 2016.

Offers that propose delivery of a quantity under such terms or conditions that delivery will not clearly fall within the applicable required delivery period specified above, may be rejected. If the offeror proposes no other delivery schedule, the desired delivery schedule above will apply.

3.

OFFEROR'S PROPOSED DELIVERY SCHEDULE

(b) Attention is directed to the Contract Award provision of the solicitation that provides that a written award or acceptance of offer mailed or otherwise furnished to the successful offeror results in a binding contract. The Government will mail or otherwise furnish to the offeror an award or notice of award not later than the day the award is dated. Therefore, the offeror shall compute the time available for performance beginning with the actual date of award, rather than the date the written notice of award is received from the Contracting Officer through the ordinary mails. However, the Government will evaluate an offer that proposes delivery based on the Contractor's date of receipt of the contract or notice of award by adding (i) five calendar days for delivery of the award through the ordinary mails, or (ii) one working day if the solicitation states that the contract or notice of award will be transmitted electronically. (The term 'working day' excludes weekends and U.S. Federal holidays.) If, as so computed, the offered delivery date is later than the required delivery date, the offer may be rejected.

(End of clause) 3.11-34 F.O.B. Destination (April 1999)

(a) The term "f.o.b. destination," as used in this clause, means--

(1) Free of expense to the Government, on board the carrier's conveyance, at a specified delivery point where the consignee's facility (plant, warehouse, store, lot, or other location to which shipment can be made) is located; and

(2) Supplies shall be delivered to the destination consignee's wharf (if destination is a port city and supplies are for export), warehouse unloading platform, or receiving dock, at the expense of the Contractor. The Government shall not be liable for any delivery, storage, demurrage, accessorial, or other charges involved before the actual delivery (or "constructive placement" as defined in carrier tariffs) of the supplies to the destination, unless such charges are caused by an act or order of the Government acting in its contractual capacity. If rail carrier is used, supplies shall be delivered to the specified unloading platform of the consignee. If motor carrier (including "piggyback") is used, supplies shall be delivered to truck tailgate at the unloading platform of the consignee, except when the supplies delivered meet the requirements of Item 568 of the National Motor Freight Classification for "heavy or bulky freight." When supplies meeting the requirements of the referenced Item 568 are delivered, unloading (including movement to the tailgate) shall be performed by the consignee, with assistance from the truck driver, if requested. If the Contractor uses rail carrier or freight forwarded for less than carload shipments, the Contractor shall ensure that the carrier will furnish tailgate delivery, when required if transfer to truck is required to complete delivery to consignee.

(b) The Contractor shall--

(1) (i) Pack and mark the shipment to comply with contract specifications; or

(ii) In the absence of specifications, prepare the shipment in conformance with carrier requirements;

(2) Prepare and distribute commercial bills of lading;

(3) Deliver the shipment in good order and condition to the point of delivery specified in the contract;

(4) Be responsible for any loss of and/or damage to the goods occurring before receipt of the shipment by the consignee at the delivery point specified in the contract;

(5) Furnish a delivery schedule and designate the mode of delivering carrier; and

(6) Pay and bear all charges to the specified point of delivery.

(End of clause) 3.2.2.8-2 Variation in Quantity (April 1996)

(a) A variation in the quantity of any contract item will not be accepted unless the variation has been caused by conditions of loading, shipping, or packing or allowances in manufacturing processes, and then only to the extent, if any, specified in paragraph (b) below.

(b) The permissible variation shall be limited to: 0% increase and 0% decrease this permissible variation shall be limited to no CLIN.

(End of clause)

F0001.

Responsibility of the Design Contractor

(a) The Contractor (you) are responsible for the professional quality, technical accuracy, and coordination of all designs, drawings, specifications, and other services you provide under this contract. You must, at no additional cost to us, correct or revise any errors or deficiencies in your designs, drawings, specifications, and other services.

(b) FAA's (we, our) review, approval or acceptance of, or payment for, the services this contract requires are not a waiver of our rights under this contract or of any cause of action arising out of performing this contract. You remain liable to us under applicable law for damages resulting from your negligent performance of any of the services provided under this contract.

(c) The rights and remedies this contract gives FAA are in addition to any other rights and remedies the law provides.

(d) If you are comprised of more than one legal entity, each entity is be jointly and severally liable under this clause.

(End of clause)

PART I - SECTION G

CONTRACT ADMINISTRATION DATA

3.10.1-22 Contracting Officer's Representative (April 2012)

(a) The Contracting Officer may designate other Government personnel (known as the Contracting Officer's Representative (COR)) to act as his or her authorized representative for contract administration functions which do not involve changes to the scope, price, schedule, or terms and conditions of the contract. The designation will be in writing, signed by the Contracting Officer, and will set forth the authorities and limitations of the representative(s) under the contract. Such designation will not contain authority to sign contractual documents, order contract changes, modify contract terms, or create any commitment or liability on the part of the Government different from that set forth in the contract.

(b) The Contractor shall immediately contact the Contracting Officer if there is any question regarding the authority of an individual to act on behalf of the Contracting Officer under this contract.

(End of Clause)

G0001. Invoicing: Contractors must submit certified request for payment(s) to the COR for verification that the supplies or services to be paid are complete and proper for the period billed; after which the COR forwards the request for payment to the Contracting Officer.

NOTE. THE GOVERNEMNT RESERVES THE RIGHT TO MODIFY THE PROCESS FOR SUBMITTING INVOICES AS NEEDED.

G0002. Correspondence: Proper routing and distribution of correspondence is required to insure that the Contracting Officer has knowledge of pertinent action taken relating to the contract. The Contractor shall furnish to the contracting Officer copies of ALL written correspondence provided to the Contracting Officer’s Representative (COR), including transmittal letters. Submittals accompanying transmittal letter to the COR shall not be forwarded to the Contracting Officer.

DOT, Federal Aviation Administration

AAQ-530 Acquisition Group

ATTN: Clarence Davis

1601 Lind Avenue, S.W.

Renton, Washington 98057-3356

PART I - SECTION H

SPECIAL CONTRACT REQUIREMENTS

3.1-1 Clauses and Provisions Incorporated by reference (July 2011) This screening information request (SIR) or contract, as applicable, incorporates by reference the provisions or clauses listed below with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make the full text available, or offerors and contractors may obtain the full text via Internet at: http://conwrite.faa.gov.

(End of clause)

3.1.9-1 Electronic Commerce and Signature (July 2013)

(a) The Electronic Signatures in Global and National Commerce Act (E-SIGN) establishes a legal equivalence between:

(1) Contracts written on paper and contracts in electronic form;

(2) Pen-and-ink signatures and electronic signatures; and

(3) Other legally-required written records and the same information in electronic form.

(b) With the submission of an offer, the offeror acknowledges and accepts the utilization of electronic commerce as part of the requirements of this solicitation and the resultant contract.

(c) Certain documents may need to be provided or maintained in original form, such as large scale drawings impractical to convert to electronic format or a document with a raised seal signifying authenticity. This clause does not change or affect any other requirements that a document must be in paper format to satisfy legal requirements such as for certain real estate transactions.

(d) The use of electronic signature technology is authorized under this solicitation and the resulting contract. Contractors may use the following means of electronic signature technology by digital signatures embedded in the Signature Blocks as required in Part IV – Section L , Instructions and Notices to Offerors.

(End of Clause)

H0001.

Applicable Minimum Hourly Rates of Wages Walsh Healey Public Contracts Acts is included by reference and applies to federal contracts for materials, etc., which exceeds $10,000.00.

H0002.

Occupancy: The facility will be occupied during construction. The Contractor must at all times keep the work area, including storage areas, free from accumulations of waste materials.

H0003.

Contractor Acquired Insurance – Does not apply when making deliveries or short visits to the site.

a. The Contractor must comply with the requirements of contract clauses 3.4.1-12, Insurance Work on a Government Installation. The Contractor must procure and maintain during the entire period of performance under this contract the following minimum insurance:

Type

Amount

Automobile Liability

Bodily Injury Liability

$200.000 per person

$1,000,000 per occurrence

Property Damage

$200,000 per occurrence

Comprehensive General Liability

Bodily Injury

$5,000,000 per occurrence

Worker’s Comprehensive and Employers Liability

Worker’s Compensation and Occupational Disease

Statutory

Employer’s Liability

$5,000,000

b. The Contractor must comply with the requirements of contract clauses 3.4.1-12, Insurance Work on a Government Installation.

c. Notice of Cancellation and Changes – Insurance policies other than Errors and Omission must contain an endorsement to the effect that a cancellation of or material change in policy that adversely affects the interest of the FAA should not be effective until at least 30 days after the written notice of cancellation or change is given to the Contracting Officer.

PART II - SECTION I

CONTRACT CLAUSES

3.1-1 Clauses and Provisions Incorporated by reference (July 2011) This screening information request (SIR) or contract, as applicable, incorporates by reference the provisions or clauses listed below with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make the full text available, or offerors and contractors may obtain the full text via Internet at: http://conwrite.faa.gov.

(End of clause)

3.1.7-2 Organizational Conflicts of Interest (August 1997)

3.2.2.3-83 Prohibition Against Contracting with Inverted Domestic Corporations (October 2015)

3.2.2.7-6 Protecting the Government's Interest when Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment (April 2011)

3.2.2.7-8 Disclosure of Team Arrangements (April 2008)

3.2.2.8-1 Material Requirement (April 2009)

3.2.5-1 Officials Not to Benefit (April 1996)

3.2.5-3 Gratuities or Gifts (January 1999)

3.2.5-4 Contingent Fees (October 1996)

3.2.5-5 Anti-Kickback Procedures (October 2010)

3.2.5-8 Whistleblower Protection for Contractor Employees (April 1996)

3.3.1-1 Payments (April 1996)

3.3.1-20 Providing Accelerated Payment to Small Business Subcontractors (October 2012)

3.3.1-34 Payment by Electronic Funds Transfer- System for Award Management (August 2012)

3.3.2-1 FAA Cost Principles (January 2016)

3.4.1-12 Insurance (July 1996)

3.6.1-1 Notice of Total Small Business Set Aside 3.6.2-2 Convict Labor (April 1996) 3.6.2-4 Walsh-Healey Public Contracts Act (April 1996) 3.6.2-9 Equal Opportunity (August 1998)

3.6.2-11 Notification of Visa Denial (April 1996)

3.6.2-13 Affirmative Action for Workers With Disabilities (October 2010) 3.6.2-39 Trafficking in Persons (October 2015)

3.6.3-16 Drug Free Workplace (March 2009)

3.6.3-23 Delivery of Electronic and Paper Documents (October 2014)

3.6.4-10 Restrictions on Certain Foreign Purchases (January 2010)

3.9.1-1 Contract Disputes (October 2011)

3.9.1-2 Protest After Award (August 1997)

3.10.1-7 Bankruptcy (April 1996)

3.10.1-12 Changes - Fixed-Price (April 1996)

3.10.1-25 Novation and Change-Of-Name Agreements (October 2007)

3.10.2-1 Subcontracts (Fixed-Price Contracts) (April 1996)

3.10.6-1 Termination for Convenience of the Government (Fixed Price) (October 1996)

3.10.6-4 Default (Fixed-Price Supply and Service) (October 1996)

3.13-5 Seat Belt Use by Contractor Employees (October 2001)

3.13-13 Contractor Policy to Ban Text Messaging While Driving (January 2011) 3.3.1-33 System for Award Management (August 2012)

(a) Definitions. As used in this clause

"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 SAM records for identifying alternative Electronic Funds Transfer (EFT) accounts for the same parent concern.

"Registered in the SAM database" means that the Contractor has entered all mandatory information, including the DUNS number or the DUNS+4 number, into the SAM database.

"System for Award Management (SAM) Database" means the primary Government repository for Contractor information required for the conduct of business with the Government.

(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 Representations, Certifications and Other Statements of Offerors Section of the solicitation, 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) If located within the United States, by calling Dun and Bradstreet at 1-866-705-5711 or via the Internet at http://fedgov.dnb.com/webform; or

(ii) If located outside the United States, by 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 different from physical street address).

(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 may 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) The Contractor is responsible for the accuracy and completeness of the data within the SAM database, and for any liability resulting from the Government's reliance on inaccurate or incomplete data. To remain registered in the SAM database after the initial registration, the Contractor is required to review and update on an annual basis from the date of initial registration or subsequent updates its information in the SAM database to ensure it is current, accurate and complete. Updating information in the SAM does not alter the terms and conditions of this contract and is not a substitute for a properly executed contractual document.

(g)(1)(i) If a Contractor has legally changed its business name, "doing business as" name, or division name (whichever is shown on the contract), or has transferred the assets used in performing the contract, but has not completed the necessary requirements regarding novation and change-of-name agreements in AMS Procurement Guidance, the Contractor shall provide the responsible Contracting Officer a minimum of one business day's written notification of its intention to:

(A) change the name in the SAM database;

(B) comply with the requirements of AMS regarding novation and change-of-name agreements; and

(C) agree in writing to the timeline and procedures specified by the responsible Contracting Officer. The Contractor must provide the Contracting Officer with the notification, sufficient documentation to support the legally changed name.

(ii) If the Contractor fails to comply with the requirements of paragraph (g)(1)(i) of this clause, or fails to perform the agreement at paragraph (g)(1)(i)(C) of this clause, and, in the absence of a properly executed novation or change-of-name agreement, the SAM information that shows the Contractor to be other than the Contractor indicated in the contract will be considered to be incorrect information within the meaning of the "Suspension of Payment" paragraph of the electronic funds transfer (EFT) clause of this contract.

(2) The Contractor shall not change the name or address for EFT payments or manual payments, as appropriate, in the SAM record to reflect an assignee for the purpose of assignment of claims. Assignees shall be separately registered in the SAM database. Information provided to the Contractor's SAM record that indicates payments, including those made by EFT, to an ultimate recipient other than that Contractor will be considered to be incorrect information within the meaning of the "Suspension of payment" paragraph of the EFT clause of this contract.

(h) Offerors and Contractors may obtain information on registration and annual confirmation requirements via the internet at http://www.sam.gov.

(End of Clause)

3.6.1-1 Notice of Total Small Business Set-Aside (January 2010)

(a) Definition. Small business concern, as used in this clause, means a concern, including its affiliates, that is independently owned and operated, not dominant in the field of operation in which it is bidding on Government contracts, and qualified as a small business under the North American Industry Classification System (NAICS) standards in this Screening Information Request (SIR) at the time of submission of offer.

(b) General.

(1) Information and/or offers are requested only from small business concerns. Information and/or offers received from concerns that are not small business concerns shall be considered nonresponsive and will be rejected.

(2) Any award resulting from this SIR will be made to a small business concern.

(c) Agreement. A manufacturer or regular dealer submitting information and/or an offer in its own name agrees to furnish, in performing the contract, only end items manufactured or produced by small business concerns in the United States or its outlying areas. However, this requirement does not apply in connection with construction or service contracts.

(End of clause)

3.6.1-7 Limitations on Subcontracting (April 2016)

By submission of an offer and execution of a contract, the Offeror/Contractor agrees that in performance of the contract in the case of a contract for:

(a) Services (except construction). At least 50 percent of the cost of contract performance incurred for personnel must be expended for employees of the prime contractor.

(b) Supplies (other than procurements from a regular dealer in such supplies). The prime contractor must perform work for at least 50 percent of the cost of manufacturing the supplies, not including the cost of materials.

(c) General construction. The prime contractor must perform at least 15 percent of the cost of the contract, not including the cost of materials, with its own employees.

(d) Construction by special trade contractors. The prime contractor must perform at least 25 percent of the cost of the contract, not including the cost of materials, with its own employees.

Compute small business subcontracting labor cost percentages as follows:

Contractor Subcontractor Direct Labor $ ________ $ ________ Allowable Overhead ________ ________ Subtotal (A) ________ (B) ________ Labor G&A @_____% ________ ________ Total Labor Costs (C) ________ (D) ________

To calculate the subcontracting percentage, first add Direct Labor and Allowable Overhead and enter the figures for the contractor in space (A) and for the subcontractor (if available)* in space (B).

Next, calculate Labor G & A by multiplying the G & A rate by the subtotal figure in space (A). Calculate subcontractor Labor G & A by multiplying the subcontractor's G & A rate by figure (B). Add the Labor G & A to the Subtotal and record that figure in the spaces for Total Labor Costs (C) and (D).

Now, using the formula (D)/(C) + (D), calculate the subcontracting labor cost percentage.

*You need to be comparing as like figures as possible; therefore, if you have a breakdown of the subcontractor's costs, use it in the formulation above. If you do not have a breakdown of the subcontractors' costs, you should use the Total Subcontracting Amount for item (D), though you should still breakdown the contractor's costs.

(End of clause)

PART III - SECTION J

LIST OF ATTACHMENTS

* The attached Business Declaration Form must be completed and returned with your proposal. It is especially important to accurately complete all entries as they relate to your status as a Small…