Combined_Synopsis-Solicitation_DTFH7016Q00008.pdf

COMBINED SYNOPSIS/SOLICITATION

RFQ No. DTFH70-16-Q-00008 Project Title: Girders for Sol Duc Group Campsite Bridge RFQ Issue Date: December 23, 2015 RFQ Due Date: January 13, 2016 by 2:00 p.m. Pacific

Set-Aside: Total Small Business

Contracting Office Address:

Federal Highway Administration Western Federal Lands Highway Division 610 East Fifth Street Vancouver, WA 98661

Product Code: 5450 – Miscellaneous Prefabricated Structures

NAICS Code: 327390 - Other Concrete Product Manufacturing Size Standard: 500 employees

Primary Point of Contact:

Eric Neckel Contracting Officer 360-619-7866 WFL.Purchasing@dot.gov

All questions regarding the solicitation should be submitted in writing to the e-mail address above.

Secondary Points of Contact:

Gunnar Prutz, Contract Specialist, or Doug Taylor, Purchasing Agent WFL.Purchasing@dot.gov

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This is a combined synopsis/solicitation prepared in accordance with the format in Subpart 12.6, as supplemented with additional information included in this notice. This announcement constitutes the only solicitation; quotes are being requested and a written solicitation will not be issued.

This synopsis/solicitation is a Request for Quotation (RFQ), No. DTFH70-16-Q-00008, issued by the Federal Highway Administration with the intent to procure four 48-foot long WSDOT 48” x 18” precast, prestressed voided slabs for a bridge located at the Sol Duc Group Campsite in Olympic National Park, WA. Work involves fabricating and delivering the slabs to the campsite.

Delivery is FOB destination. As such, the quoted price shall include the cost of delivery.

The solicitation document and incorporated provisions and clauses are those in effect through Federal Acquisition Circular (FAC) 2005-85.

This solicitation is issued as a Total Small Business set-aside. The applicable North American Industry Classification System (NAICS) code is 327390 - Other Concrete Product Manufacturing, which has an industry size standard of 500 employees. The Government will award a contract resulting from this solicitation to the responsible quoter whose quote conforming to the solicitation will be most advantageous to the Government, price and other factors considered. See Addendum to 52.212-2 for the evaluation factors.

Quotes are due by 2:00 p.m. Pacific on January 13, 2016.

It is the contractor’s responsibility to be familiar with applicable clauses and provisions. FAR provisions and clauses may be viewed and/or downloaded from https://www.acquisition.gov.

Once this combined synopsis/solicitation is posted, it is incumbent upon the interested parties to review this site frequently for any amendments to the solicitation.

Quoters must be registered in the System for Award Management (www.sam.gov) prior to award.

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Quotes may be submitted by mail or e-mail. Mailed quotes shall be delivered to the following address:

Federal Highway Administration Attn: Simplified Acquisitions 610 East Fifth Street Vancouver, WA 98661

E-mailed quotes shall be sent to WFL.Purchasing@dot.gov. The solicitation number shall be referenced either on the envelope (if mailed) or in the subject line (if e-mailed).

Quote Submittals

In accordance with Addendum to 52.212-1(b), the following shall be submitted with quotes:

(1) The solicitation number;

(2) The time specified in the solicitation for receipt of quotations;

(3) The name, address, telephone number, and DUNS number of the quoter;

(4) Terms of any express warranty;

(5) Price and any discount terms, to be provided on the solicitation Schedule of Items;

(6) “Remit to” address, if different than mailing address;

(7) A completed copy of the representations and certifications at FAR 52.212-3 if the representations and certifications have not been completed electronically via the System for Award Management (SAM);

(8) A completed copy of 52.209-7 – Information Regarding Responsibility Matters;

(9) A completed copy of 52.225-2 -- Buy American Certificate, if applicable;

(10) Acknowledgment of Solicitation Amendments;

(11) Past performance information, to include recent and relevant contracts for the same or similar items and other references (including contract numbers, points of contact with telephone numbers and other relevant information). 3-5 references are requested. Only ongoing contracts and contracts completed within the past three years will be considered as it pertains to past performance;

(12) Relevant experience information, including project description, contract performance dates, contract dollar amount, and the name, address, and contact information of the customer;

and

(13) If the quotation is not submitted on the SF 1449, include a statement specifying the extent of agreement with all terms, conditions, and provisions included in the solicitation.

Quotations that fail to furnish required representations or information, or reject the terms and conditions of the solicitation, may be excluded from consideration.

Quoters are cautioned that failure to submit any of the above information may render a quote unacceptable and therefore ineligible for award.

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SCHEDULE OF ITEMS

Item No.

Description Qty Unit Unit Price Total Price

001 Precast, prestressed concrete slabs 4 Each $ $

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STATEMENT OF WORK/SPECIFICATIONS

General Description

This contract consists of fabricating and delivering four 48-foot long WSDOT 48” x 18” precast, prestressed voided slabs for a bridge located at the Sol Duc Group Campsite in Olympic National Park, WA. The Contractor shall fabricate the above components in accordance with these specifications and the attached plans (see Attachment No. 001).

Prestressed Concrete Member Tolerances

Description Tolerance

Precast Girders Used In Multi-Beam Decks (1)

Length ±3/4 inch Width (overall) ±1/4 inch Depth (overall) ±1/4 inch Depth (top flange) ±1/2 inch Depth (bottom flange) +1/2 inch, -1/8 inch Width (web) ±3/8 inch Sweep (2)

Up to 40 ft member length 40 to 60 ft member length Greater than 60 ft member length

±1/4 inch ±3/8 inch ±1/2 inch

Variation from end squareness or skew Horizontal Vertical

±1/8 inch/foot ±1/2 inch max.

±1/2 inch

Camber variation from design camber ±1/8 inch/10 feet ±1/2 inch max.

Differential camber between adjacent members of the same design

1/4 inch /10 feet 3/4 inch max.

Position of Strands:

Individual Bundled

Position from design location of deflection points for deflected strands

±20 inches

Position of plates other than bearing plates ±1 inch

Tipping and flushness of plates ±1/4 inch Position of inserts for structural connections ±1/2 inch

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Position of handling devices:

Parallel to length Transverse to length

±6 inches ±1 inch

(1) Box beams, slabs, decked bulb tee, and multi-stem girders.

(2) Variation from straight line parallel to centerline of member.

Table (continued)

Prestressed Concrete Member Tolerances Description Tolerance

Precast Girders Used In Multi-Beam Decks

Position of stirrups:

Longitudinal spacing Projection above top

+1/4 inch, -3/4 inch

Tipping of beam seat bearing area ±1/8 inch Position of dowel tubes ±5/8 inch Position of tie rod tubes:

Parallel to length Vertical

±1/2 inch ±3/8 inch

Position of slab void:

End of void to center of tie hole Adjacent to end block

±1/2 inch

Local smoothness (3) ±1/4 inch in 10 feet any surface Post-Tension Members

Position of post tensioning ducts ±1/4 inch Position of tendon anchorage bearing plates ±1/4 inch

(3) Does not apply to top surface left rough to receive a topping or to visually-concealed surfaces.

Material Requirements

Fabricate the pre-stressed slabs in a fabricating plant that is certified by the Precast/Prestressed Concrete Institute. Use concrete Class P (Prestressed) for manufacture of the slabs and Class A(AE) for the curbs. Meet the following requirements for each designated class of concrete:

Composition of Concrete

Class of

Concrete

Minimum Cement Content

(pounds/yd3)

Maximum W/C Ratio

Slump(1) (inches)

Nominal Maximum

Aggregate Size(2) (inches)

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P (Prestressed) 658 0.44 0 to 4 1

A(AE) 611 0.45 1 to 4 1

(1) Maximum slump is 8 inches if approved mix design includes a high-range water reducer.

(2) Meet the processing requirements of AASHTO M 43, Table 1 – Standard Sizes of Processed Aggregate.

Minimum Air Content for Air Entrained Concrete

Nominal Maximum Aggregate Size(1)

As Delivered Minimum Air Content (2) (%)

2½ inch 3.5 2 inch 3.5

1½ inch 4.0 1 inch 4.5 ¾ inch 4.5 ½ inch 5.5

(1) Meet the processing requirements of AASHTO M 43, Table 1 – Standard Sizes of Processed Aggregate.

(2) These air contents apply to the total mix. When testing these concretes, aggregates larger than 1½-inch is removed by handpicking or sieving, and air content is determined on the minus 1½-inch fraction of the mix. Air content of the total mix is computed from the value determined on the minus 1½-inch fraction.

Required Average Compressive Strength When Data Are Not Available to Establish a Standard Deviation

Specified Compressive Strength (f’c)

(pounds per square inch)

Required Average Compressive Strength (f’cr) (pounds per square inch)

Less than 3000 f’c + 1000

3000 to 5000 f’c + 1200

Over 5000 1.10f’c + 700

Do not use chloride accelerators. Do not use set accelerating admixtures with class P (Prestressed) concrete.

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Pre-stressing Steel:

• Use pre-stressing steel that is bright and free of corrosion, dirt, grease, wax, scale, rust, oil, or other foreign material that may prevent bond between the steel and the concrete.

Do not use pre-stressing steel that has sustained physical damage or is pitted.

• One splice per strand is permitted when single strand jacking is used. When multi-strand jacking is used, splice all the strands or no more than 10 percent of the strands. Use strands having similar properties, from the same source, and having the same “twist” or “lay.” Locate splices outside the casting bed and between members.

• Do not weld or ground welding equipment on forms or other steel in the member after the pre-stressing steel is installed.

• Failure of one wire in a 7-wire pre-stressing strand is acceptable if 85 percent of the required tension load is attained before failure and if the failed strand does not constitute more than 2 percent of the total area of strands in an individual beam or girder.

• Extend bars using couplers which, when assembled, have a tensile strength not less than the tensile strength of the bars.

• Protect all pre-stressing steel against physical damage, rust, or corrosion at all times. Do not use damaged pre-stressing steel.

Tensioning

• Use hydraulic jacks to tension pre-stressing steel. Use a pressure gauge or load cell for measuring jacking force.

• Calibrate measuring devices at least once every 6 months or if they appear to be giving erratic results. Calibrate the jack and gauge as a unit with the cylinder extension in the approximate position that it will be at final jacking force. Keep a certified calibration chart with each gauge.

• If a pressure gauge is used, do not gauge loads less than 1/4 nor more than 3/4 of the total graduated capacity of the gauge, unless calibration data clearly establishes consistent accuracy over a wider range. Use a pressure gauge with an accurate reading dial at least 6 inches in diameter.

• Measure the force induced in the pre-stressing steel using calibrated jacking gauges, load cells, or a calibrated dynamometer. Take elongation measurements of the pre-stressing steel. Determine the required elongation from average load-elongation curves for the pre-stressing tendons used.

• For pre-tensioned members, if there is a discrepancy between the gauge pressure and elongation of more than 5 percent in tendons over 50 feet in length or 7 percent in tendons of 50 feet or less in length determine the source of error before proceeding. Do not allow discrepancies in post-tensioned members to exceed 7 percent.

• If the jacking system is equipped with an automatic release valve that closes when the required pre-stressing force is reached, strand elongation measurements are only required for the first and last tendon tensioned and for at least 10 percent of the remaining tendons.

• If a load cell is used, do not use the lower 10 percent of the manufacturer's rated capacity of the load cell to determine the jacking force.

• Do not exceed a temporary tensile stress of 80 percent of the specified minimum ultimate tensile strength of the pre-stressing steel. Anchor pre-stressing steel at an initial stress

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• Protect pre-stressing steel placed in the stressing bed from contamination and corrosion if the stressing bed is to be exposed to weather for more than 36 hours before encasement in concrete.

• Free all strands of kinks or twists. Accurately hold pre-stressing steel in position and tension according to Subsection 553.06. Do not allow strands to unwind more than one turn. Keep a record of the jacking force and elongation measurements after the strands are tensioned to 20 percent of final jacking force.

• Tension pre-stressing steel to the required stress. Include in elongation computations strand anchorage slippage, splice slippage, in place horizontal movement of the structural member during pre-stressing operations, and pre-stressing steel temperature changes between the time of tensioning and the time when the concrete takes its initial set. All computations must be prepared by a professional engineer.

• Maintain the pre-stress bed forms, strands, and reinforcement bar temperature within 25 ºF of the temperature of the concrete to be placed in the forms. Support strands with rollers at points of direction change when strands are tensioned in a draped position. Use free-running rollers with minimal friction. Initially, when strands are tensioned and then pulled into the draped position, tension to no more than the required tension minus the increased tension due to forcing the strand to a draped profile. If the load in a draped strand at the dead end, as determined by elongation measurements, is less than 95 percent of the jack load, tension the strand from both ends of the bed. Make the load, as computed from the sum of elongations produced by jacking at both ends, agree within 5 percent of the jack load.

• Within 3 hours before placing concrete, check the tension on the pre-stressing strands.

The method and equipment for checking the loss of pre-stress shall be subject to approval by the CO. If strands are tensioned individually, check each strand for loss of pre-stress.

Re-tension to the original computed jacking stress all strands that show a loss of pre-stress in excess of 3 percent. If strands are tensioned in a group, check the entire group for total loss of pre-stress. Release and re-tension the entire group if the total pre-stress shows a loss in excess of 3 percent or if any individual strand appears significantly different from the rest of the strands in the group.

• Release the pre-stress load to the concrete after the concrete has attained its required release compressive strength. Do not expose the concrete to temperatures below freezing for at least 7 days after casting. Cut or release strands such that lateral eccentricity of the pre-stress force is minimized. Cut pre-stressing steel off flush with the end of the member.

Curing

Make at least 2 release strength test cylinders according to AASHTO T 23 in addition to those required to determine the 28-day compressive strength. Cure the release strength test cylinders with the concrete member they represent.

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Rough cast the top surface of the slabs against which concrete will be cast. The other portions of the slab top surface is to be finished to a smooth surface free of ridges and other projections.

Cure the slab in a saturated atmosphere of at least 90 percent relative humidity. Cure time may be shortened by heating the outside of impervious forms with radiant heat, convection heat, conducted steam, or hot air.

Apply radiant heat by means of pipes circulating steam, hot oil, hot water, or electric heating elements. Inspect casting beds to ensure uniform heat application. Use a suitable enclosure to contain the heat. Minimize moisture loss by covering all exposed concrete surfaces with plastic sheeting or liquid membrane curing compound. Sandblast curing compound from all surfaces to which concrete will be bonded.

Envelop the entire surface with saturated steam. Completely enclose the casting bed with a suitable type of housing, tightly constructed to prevent the escape of steam and exclude outside air. Use steam at 100 percent relative humidity. Do not apply the steam directly to the concrete.

With all heat curing methods:

(a) Keep all unformed slab surfaces in a saturated atmosphere throughout the curing time.

(b) Embed a thermocouple (linked with a thermometer accurate to ±5 ºF) 6 to 8 inches from the top or bottom of the slab on its centerline and near its midpoint.

(c) Monitor with a recording sensor (accurate to ±5 ºF) arranged and calibrated to continuously record, date, and identify concrete temperature throughout the heating cycle.

(d) Make the temperature record available to the CO.

(e) Heat concrete to no more than 100 ºF during the first 2 hours after placing concrete, and increase the temperature no more than 40 ºF per hour to a maximum of 160 ºF.

(f) Cool concrete, after curing is complete, no more than 40 ºF per hour,until a temperature of 20 ºF above the temperature of the air to which the concrete will be exposed has been reached.

(g) Keep the temperature of the concrete above 60 ºF until the slab reaches release strength.

Cure precast, prestressed members until the concrete has attained the release compressive strength, required by the contract. The average strength of 2 test cylinders shall be greater than the minimum required strength. The individual strength of any one cylinder shall not be more than 5 percent below the required strength.

Finishing

Remove and replace or repair, as approved, all rock pockets or honeycombed concrete. Finish sound, formed concrete surfaces as follows.

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Class 1 — Ordinary surface finish. Provide this finish to the under surfaces and ends of the slabs.

Begin finishing as soon as the forms are removed. Remove fins and irregular projections from all surfaces that are exposed or will be waterproofed. Remove bulges and offsets with carborundum stones or discs. Remove localized, poorly-bonded rock pockets or honeycombed concrete, and replace with sound concrete or packed mortar in an approved manner.

Clean and point all form tie cavities, holes, broken corners and edges, and other defects.

Saturate the area with water. Finish the area with mortar that is less than 1-hour-old. After the mortar is set, rub it (if required) and continue curing. Match exposed surfaces to surrounding concrete.

If the final finished surface is not true and uniform, rub it according to Class 2 – Rubbed finish below.

Class 2 — Rubbed finish. Provide this finish to all surfaces of slabs except those surfaces designated above to receive a class 1 finish;

Complete a class 1 finish according to above. Saturate the concrete surface with water. Rub the surface with a medium coarse carborundum stone using a small amount of mortar on its face. Use mortar composed of cement and fine sand mixed in the same proportions as the concrete being finished. Continue rubbing until form marks, projections, and irregularities are removed and a uniform surface is obtained. Leave the paste produced by this rubbing in place.

After other work, which could affect the surface, is complete, rub with a fine carborundum stone, and water until the entire surface has a smooth texture and uniform color. After the surface has dried, rub it with burlap to remove loose powder. Leave it free from all unsound patches, paste, powder, and objectionable marks.

Submittals:

The Contractor shall:

• Prior to fabrication, submit for approval complete drawings for fabrication of the pre-stressed slabs.

• Include in the submittal erection instructions and full list of the bridge hardware included with delivery of the slabs.

Acceptance

The bridge will be accepted based on the following:

A. Visual Inspection: The pre-stressed concrete slabs and structural steel components will be visually inspected for compliance with the contract and prevailing industry standards.

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B. Production Certification: Furnish production certificates for hydraulic cement, structural concrete, pre-stressing steel, reinforcing steel, and structural steel. Include the following with each production certification:

(1) Date and place of manufacture;

(2) Lot number or other means of cross-referencing to the manufacturer’s inspection and testing system; and

(3) Substantiating evidence that the material conforms to the contract quality requirements as required by FAR 46.105(a)(4), and FAR Clause 52.212-4, including all of the following:

(a) Test results on material from the same lot and documentation of the inspection and testing system;

(b) A statement from the manufacturer that the material complies with all contract requirements; and

(c) Manufacturer’s signature or other means of demonstrating accountability for the certification.

Furnish production certificates with delivery of bridge material. Material accepted by certification may be sampled and tested at any time. If found not in conformance with the contract, the material will be rejected whether in place or not.

Delivery and Construction

• Do not ship pre-stressed concrete members until concrete cylinder tests, manufactured of the same concrete and cured under the same conditions as the members, indicate that the concrete in each member has attained the minimum required design strength and is at least 7-days-old. Store, transport, and erect precast, pre-stressed girders, slab units, and box units in the upright position with the points of support and directions of the reactions, with respect to the member, approximately the same as when the member is in its final position. Prevent cracking or damage during storage, hoisting, and handling of the precast units. Replace units damaged by improper storage or handling.

• The Contractor shall deliver the slabs to the site and place the slabs in their final position on abutments constructed by others. The Contractor is responsible for furnishing equipment and labor to offload and place the slabs. The Contractor is not responsible for finishing final construction work (welding slab ties and grouting keyways).

• Delivery is FOB destination.

• The Contractor shall coordinate directly with the Government to arrange delivery dates and the specific delivery location in Olympic National Park, WA. The Contractor shall coordinate any required clearing or tree removal required to aid erection of girders with the Government prior to March 15th. The actual tree removal and clearing will be performed by others.

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• The Contractor shall deliver the girders between April 1, 2016 and April 15, 2016. The exact delivery date(s) shall be coordinated with the Government. The Contractor shall notify the following individual of the delivery date(s) at least 10 days prior to each shipment:

Benn Oltmann Federal Highway Administration 610 East 5th Street Vancouver, WA 98661

Phone: 360-619-7550

FAX: 360-619-7846

Email: Benjamin.oltmann@dot.gov

Delivery Location Map and Directions

From Port Angeles, WA, head west approximately 28 miles to Sol Duc Hot Springs Road, then turn left. Head up Sol Duc Hot Springs Road approximately 11.1 miles, then turn right at Sol Duc Group Camp Site Road.

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ATTACHMENTS

The following attachments are incorporated into this solicitation and the contract resulting from this solicitation.

Attachment No. Description Number of Pages

001 Sol Duc Bridge Plans 4

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CONTRACT CLAUSES

52.252-2 -- Clauses Incorporated by Reference (Feb 1998)

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

https://www.acquisition.gov

(End of Clause)

The following clause is incorporated by reference:

• 52.204-18 -- Commercial and Government Entity Code Maintenance (Jul 2015)

• 52.232-40 – Providing Accelerated Payments to Small Business Subcontractors (Dec

2013)

• 52.212-4 -- Contract Terms and Conditions -- Commercial Items (May 2015)

Addendum to 52.212-4

52.203-99 PROHIBITION ON CONTRACTING WITH ENTITIES THAT REQUIRE

CERTAIN INTERNAL CONFIDENTIALITY AGREEMENTS (FEB 2015)

(a) The Contractor shall not require employees or subcontractors seeking to report fraud, waste, or abuse to sign or comply with internal confidentiality agreements or statements prohibiting or otherwise restricting such employees or subcontractors from lawfully reporting such waste, fraud, or abuse to a designated investigative or law enforcement representative of a Federal department or agency authorized to receive such information.

(b) The contractor shall notify employees that the prohibitions and restrictions of any internal confidentiality agreements covered by this clause are no longer in effect.

(c) The prohibition in paragraph (a) of this clause does not contravene requirements applicable to Standard Form 312, Form 4414, or any other form issued by a Federal department or agency governing the nondisclosure of classified information.

(d)(1) In accordance with section 743 of Division E, Title VII, of the Consolidated and Further Continuing Resolution Appropriations Act, 2015 (Pub. L. 113-235), use of funds appropriated (or otherwise made available) under that or any other Act may be prohibited, if the Government determines that the Contractor is not in compliance with the provisions of this clause.

(2) The Government may seek any available remedies in the event the contractor fails to comply with the provisions of this clause.

(End of clause)

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The following Transportation Acquisition Regulation (TAR) clause is incorporated by reference:

TAR 1252.242-73 - Contracting Officer's Technical Representative (Oct 1994)

(End of Addendum to 52.212-4)

52.212-5 -- Contract Terms and Conditions Required to Implement Statutes or Executive Orders -- Commercial Items (Dec 2015)

(a) The Contractor shall comply with the following Federal Acquisition Regulation (FAR) clauses, which are incorporated in this contract by reference, to implement provisions of law or Executive orders applicable to acquisitions of commercial items:

(1) 52.209-10, Prohibition on Contracting with Inverted Domestic Corporations (Nov 2015)

(2) 52.233-3, Protest After Award (AUG 1996) (31 U.S.C. 3553).

(3) 52.233-4, Applicable Law for Breach of Contract Claim (OCT 2004) (Public Laws 108-77, 108-78 (19 U.S.C. 3805 note)).

(b) The Contractor shall comply with the FAR clauses in this paragraph (b) that the contracting officer has indicated as being incorporated in this contract by reference to implement provisions of law or Executive orders applicable to acquisitions of commercial items:

[Contracting Officer check as appropriate.]

___ (1) 52.203-6, Restrictions on Subcontractor Sales to the Government (Sept 2006), with Alternate I (Oct 1995) (41 U.S.C. 4704 and 10 U.S.C. 2402).

___ (2) 52.203-13, Contractor Code of Business Ethics and Conduct (Oct 2015) (41 U.S.C. 3509).

___ (3) 52.203-15, Whistleblower Protections under the American Recovery and Reinvestment Act of 2009 (Jun 2010) (Section 1553 of Pub L. 111-5) (Applies to contracts funded by the American Recovery and Reinvestment Act of 2009).

___ (4) 52.204-10, Reporting Executive compensation and First-Tier Subcontract Awards (Oct 2015) (Pub. L. 109-282) (31 U.S.C. 6101 note).

___ (5) [Reserved]

___ (6) 52.204-14, Service Contract Reporting Requirements (Jan 2014) (Pub. L. 111- 117, section 743 of Div. C).

Sol. No. DTFH7016Q00008 Girders for Sol Duc Group Campsite Bridge 16 of 51

___ (7) 52.204-15, Service Contract Reporting Requirements for Indefinite-Delivery Contracts (Jan 2014) (Pub. L. 111-117, section 743 of Div. C).

___ (8) 52.209-6, Protecting the Government’s Interest When Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment (Oct 2015) (31 U.S.C.

6101 note).

___ (9) 52.209-9, Updates of Publicly Available Information Regarding Responsibility Matters (Jul 2013) (41 U.S.C. 2313).

___ (10) [Reserved]

___ (11) (i) 52.219-3, Notice of HUBZone Set-Aside or Sole-Source Award (Nov 2011) (15 U.S.C. 657a).

___ (ii) Alternate I (Nov 2011) of 52.219-3.

___ (12) (i) 52.219-4, Notice of Price Evaluation Preference for HUBZone Small Business Concerns (Oct 2014) (if the offeror elects to waive the preference, it shall so indicate in its offer)(15 U.S.C. 657a).

___ (ii) Alternate I (Jan 2011) of 52.219-4.

___ (13) [Reserved]

___ (14) (i) 52.219-6, Notice of Total Small Business Aside (Nov 2011) (15 U.S.C.

644).

___ (ii) Alternate I (Nov 2011).

___ (iii) Alternate II (Nov 2011).

___ (15) (i) 52.219-7, Notice of Partial Small Business Set-Aside (June 2003) (15 U.S.C.

644).

___ (ii) Alternate I (Oct 1995) of 52.219-7.

___ (iii) Alternate II (Mar 2004) of 52.219-7.

___ (16) 52.219-8, Utilization of Small Business Concerns (Oct 2014) (15 U.S.C.

637(d)(2) and (3)).

___ (17) (i) 52.219-9, Small Business Subcontracting Plan (Oct 2015) (15 U.S.C. 637 (d)(4)).

___ (ii) Alternate I (Oct 2001) of 52.219-9.

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___ (iii) Alternate II (Oct 2001) of 52.219-9.

___ (iv) Alternate III (Oct 2015) of 52.219-9.

___ (18) 52.219-13, Notice of Set-Aside of Orders (Nov 2011) (15 U.S.C. 644(r)).

___ (19) 52.219-14, Limitations on Subcontracting (Nov 2011) (15 U.S.C. 637(a)(14)).

___ (20) 52.219-16, Liquidated Damages—Subcontracting Plan (Jan 1999) (15 U.S.C.

637(d)(4)(F)(i)).

___ (21) 52.219-27, Notice of Service-Disabled Veteran-Owned Small Business Set- Aside (Nov 2011) (15 U.S.C. 657f).

___ (22) 52.219-28, Post Award Small Business Program Rerepresentation (Jul 2013) (15 U.S.C. 632(a)(2)).

___ (23) 52.219-29, Notice of Set-Aside for Economically Disadvantaged Women- Owned Small Business (EDWOSB) Concerns (Jul 2013) (15 U.S.C. 637(m)).

___ (24) 52.219-30, Notice of Set-Aside for Women-Owned Small Business (WOSB) Concerns Eligible Under the WOSB Program (Jul 2013) (15 U.S.C. 637(m)).

___ (25) 52.222-3, Convict Labor (June 2003) (E.O. 11755).

___ (26) 52.222-19, Child Labor—Cooperation with Authorities and Remedies (Jan 2014) (E.O. 13126).

___ (27) 52.222-21, Prohibition of Segregated Facilities (Apr 2015).

___ (28) 52.222-26, Equal Opportunity (Apr 2015) (E.O. 11246).

___ (29) 52.222-35, Equal Opportunity for Veterans (Oct 2015) (38 U.S.C. 4212).

___ (30) 52.222-36, Equal Opportunity for Workers with Disabilities (Jul 2014) (29 U.S.C. 793).

___ (31) 52.222-37, Employment Reports on Veterans (Oct 2015) (38 U.S.C. 4212).

___ (32) 52.222-40, Notification of Employee Rights Under the National Labor Relations Act (Dec 2010) (E.O. 13496).

___ (33) (i) 52.222-50, Combating Trafficking in Persons (Mar 2015) (22 U.S.C.

chapter 78 and E.O. 13627).

___ (ii) Alternate I (Mar 2015) of 52.222-50, (22 U.S.C. chapter 78 and E.O. 13627).

Sol. No. DTFH7016Q00008 Girders for Sol Duc Group Campsite Bridge 18 of 51

___ (34) 52.222-54, Employment Eligibility Verification (Oct 2015). (E. O. 12989). (Not applicable to the acquisition of commercially available off-the-shelf items or certain other types of commercial items as prescribed in 22.1803.)

___ (35) (i) 52.223-9, Estimate of Percentage of Recovered Material Content for EPA- Designated Items (May 2008) (42 U.S.C. 6962(c)(3)(A)(ii)). (Not applicable to the acquisition of commercially available off-the-shelf items.)

___ (ii) Alternate I (May 2008) of 52.223-9 (42 U.S.C. 6962(i)(2)(C)). (Not applicable to the acquisition of commercially available off-the-shelf items.)

___ (36) (i) 52.223-13, Acquisition of EPEAT® -Registered Imaging Equipment (Jun 2014) (E.O.s 13423 and 13514

___ (ii) Alternate I (Oct 2015) of 52.223-13.

___ (37) (i) 52.223-14, Acquisition of EPEAT® -Registered Television (Jun 2014) (E.O.s 13423 and 13514).

___ (ii) Alternate I (Jun 2014) of 52.223-14.

___ (38) 52.223-15, Energy Efficiency in Energy-Consuming Products (Dec 2007) (42 U.S.C. 8259b).

___ (39) (i) 52.223-16, Acquisition of EPEAT® -Registered Personal Computer Products (Oct 2015) (E.O.s 13423 and 13514).

___ (ii) Alternate I (Jun 2014) of 52.223-16.

___ (40) 52.223-18, Encouraging Contractor Policies to Ban Text Messaging while Driving (Aug 2011) (E.O. 13513).

___ (41) 52.225-1, Buy American--Supplies (May 2014) (41 U.S.C. chapter 83).

___ (42) (i) 52.225-3, Buy American--Free Trade Agreements--Israeli Trade Act (May 2014) (41 U.S.C. chapter 83, 19 U.S.C. 3301 note, 19 U.S.C. 2112 note, 19 U.S.C. 3805 note, 19 U.S.C. 4001 note, Pub. L. 103-182, 108-77, 108-78, 108-286, 108-302, 109-53, 109-169, 109-283, 110-138, 112-41, 112-42, and 112-43).

___ (ii) Alternate I (May 2014) of 52.225-3.

___ (iii) Alternate II (May 2014) of 52.225-3.

___ (iv) Alternate III (May 2014) of 52.225-3.

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___ (43) 52.225-5, Trade Agreements (Nov 2013) (19 U.S.C. 2501, et seq., 19 U.S.C.

3301 note).

___ (44) 52.225-13, Restrictions on Certain Foreign Purchases (Jun 2008) (E.O.’s, proclamations, and statutes administered by the Office of Foreign Assets Control of the Department of the Treasury).

___ (45) 52.225-26, Contractors Performing Private Security Functions Outside the United States (Jul 2013) (Section 862, as amended, of the National Defense Authorization Act for Fiscal Year 2008; 10 U.S.C. 2302 Note).

___ (46) 52.226-4, Notice of Disaster or Emergency Area Set-Aside (Nov 2007) (42 U.S.C. 5150).

___ (47) 52.226-5, Restrictions on Subcontracting Outside Disaster or Emergency Area (Nov 2007) (42 U.S.C. 5150).

___ (48) 52.232-29, Terms for Financing of Purchases of Commercial Items (Feb 2002) (41 U.S.C. 4505), 10 U.S.C. 2307(f)).

___ (49) 52.232-30, Installment Payments for Commercial Items (Oct 1995) (41 U.S.C.

4505, 10 U.S.C. 2307(f)).

___ (50) 52.232-33, Payment by Electronic Funds Transfer— System for Award Management (Jul 2013) (31 U.S.C. 3332).

___ (51) 52.232-34, Payment by Electronic Funds Transfer—Other Than System for Award Management (Jul 2013) (31 U.S.C. 3332).

___ (52) 52.232-36, Payment by Third Party (May 2014) (31 U.S.C. 3332).

___ (53) 52.239-1, Privacy or Security Safeguards (Aug 1996) (5 U.S.C. 552a).

___ (54) (i) 52.247-64, Preference for Privately Owned U.S.-Flag Commercial Vessels (Feb 2006) (46 U.S.C. Appx 1241(b) and 10 U.S.C. 2631).

___ (ii) Alternate I (Apr 2003) of 52.247-64.

(c) The Contractor shall comply with the FAR clauses in this paragraph (c), applicable to commercial services, that the Contracting Officer has indicated as being incorporated in this contract by reference to implement provisions of law or executive orders applicable to acquisitions of commercial items:

[Contracting Officer check as appropriate.]

___ (1) 52.222-17, Nondisplacement of Qualified Workers (May 2014) (E.O. 13495)

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___ (2) 52.222-41, Service Contract Labor Standards (May 2014) (41 U.S.C. chapter 67.).

___ (3) 52.222-42, Statement of Equivalent Rates for Federal Hires (May 2014) (29 U.S.C. 206 and 41 U.S.C. chapter 67).

___ (4) 52.222-43, Fair Labor Standards Act and Service Contract Labor Standards -- Price Adjustment (Multiple Year and Option Contracts) (May 2014) (29 U.S.C.206 and 41 U.S.C. chapter 67).

___ (5) 52.222-44, Fair Labor Standards Act and Service Contract Labor Standards -- Price Adjustment (May 2014) (29 U.S.C. 206 and 41 U.S.C. chapter 67).

___ (6) 52.222-51, Exemption from Application of the Service Contract Labor Standards to Contracts for Maintenance, Calibration, or Repair of Certain Equipment-- Requirements (May 2014) (41 U.S.C. chapter 67).

___ (7) 52.222-53, Exemption from Application of the Service Contract Labor Standards to Contracts for Certain Services--Requirements (May 2014) (41 U.S.C. chapter 67).

___ (8) 52.222-55, Minimum Wages Under Executive Order 13658 (Dec 2015) (E.O.

13658).

___ (9) 52.226-6, Promoting Excess Food Donation to Nonprofit Organizations. (May 2014) (42 U.S.C. 1792).

___ (10) 52.237-11, Accepting and Dispensing of $1 Coin (Sep 2008) (31 U.S.C.

5112(p)(1)).

(d) Comptroller General Examination of Record The Contractor shall comply with the provisions of this paragraph (d) if this contract was awarded using other than sealed bid, is in excess of the simplified acquisition threshold, and does not contain the clause at 52.215-2, Audit and Records -- Negotiation.

(1) The Comptroller General of the United States, or an authorized representative of the Comptroller General, shall have access to and right to examine any of the Contractor’s directly pertinent records involving transactions related to this contract.

(2) The Contractor shall make available at its offices at all reasonable times the records, materials, and other evidence for examination, audit, or reproduction, until 3 years after final payment under this contract or for any shorter period specified in FAR Subpart 4.7, Contractor Records Retention, of the other clauses of this contract. If this contract is completely or partially terminated, the records relating to the work terminated shall be made available for 3 years after any resulting final termination settlement. Records relating to appeals under the disputes clause or to litigation or the settlement of claims

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(3) As used in this clause, records include books, documents, accounting procedures and practices, and other data, regardless of type and regardless of form. This does not require the Contractor to create or maintain any record that the Contractor does not maintain in the ordinary course of business or pursuant to a provision of law.

(e)

(1) Notwithstanding the requirements of the clauses in paragraphs (a), (b), (c) and (d) of this clause, the Contractor is not required to flow down any FAR clause, other than those in this paragraph (e)(1) in a subcontract for commercial items. Unless otherwise indicated below, the extent of the flow down shall be as required by the clause—

(i) 52.203-13, Contractor Code of Business Ethics and Conduct (Oct 2015) (41 U.S.C. 3509).

(ii) 52.219-8, Utilization of Small Business Concerns (Oct 2014) (15 U.S.C.

637(d)(2) and (3)), in all subcontracts that offer further subcontracting opportunities. If the subcontract (except subcontracts to small business concerns) exceeds $700,000 ($1.5 million for construction of any public facility), the subcontractor must include 52.219-8 in lower tier subcontracts that offer subcontracting opportunities.

(iii) 52.222-17, Nondisplacement of Qualified Workers (May 2014) (E.O. 13495).

Flow down required in accordance with paragraph (1) of FAR clause 52.222-17.

(iv) 52.222-21, Prohibition of Segregated Facilities (Apr 2015).

(v) 52.222-26, Equal Opportunity (Apr 2015) (E.O. 11246).

(vi) 52.222-35, Equal Opportunity for Veterans (Oct 2015) (38 U.S.C. 4212).

(vii) 52.222-36, Equal Opportunity for Workers with Disabilities (Jul 2014) (29 U.S.C. 793).

(viii) 52.222-37, Employment Reports on Veterans (Oct 2015) (38 U.S.C. 4212).

(ix) 52.222-40, Notification of Employee Rights Under the National Labor Relations Act (Dec 2010) (E.O. 13496). Flow down required in accordance with paragraph (f) of FAR clause 52.222-40.

(x) 52.222-41, Service Contract Labor Standards (May 2014), (41 U.S.C. chapter 67).

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(xi) ____ (A) 52.222-50, Combating Trafficking in Persons (Mar 2015) (22 U.S.C. chapter 78 and E.O. 13627).

___ (B) Alternate I (Mar 2015) of 52.222-50 (22 U.S.C. chapter 78 E.O.

13627).

(xii) 52.222-51, Exemption from Application of the Service Contract Labor Standards to Contracts for Maintenance, Calibration, or Repair of Certain Equipment--Requirements (May 2014) (41 U.S.C. chapter 67.)

(xiii) 52.222-53, Exemption from Application of the Service Contract Labor Standards to Contracts for Certain Services--Requirements (May 2014) (41 U.S.C. chapter 67)

(xiv) 52.222-54, Employment Eligibility Verification (Oct 2015) (E. O. 12989).

(xv) 52.222-55, Minimum Wages Under Executive Order 13658 (Dec 2015) (E.O.

13658).

(xvi) 52.225-26, Contractors Performing Private Security Functions Outside the United States (Jul 2013) (Section 862, as amended, of the National Defense Authorization Act for Fiscal Year 2008; 10 U.S.C. 2302 Note).

(xvii) 52.226-6, Promoting Excess Food Donation to Nonprofit Organizations.

(May 2014) (42 U.S.C. 1792). Flow down required in accordance with paragraph

(e) of FAR clause 52.226-6.

(xviii) 52.247-64, Preference for Privately-Owned U.S. Flag Commercial Vessels (Feb 2006) (46 U.S.C. Appx 1241(b) and 10 U.S.C. 2631). Flow down required in accordance with paragraph (d) of FAR clause 52.247-64.

(2) While not required, the contractor may include in its subcontracts for commercial items a minimal number of additional clauses necessary to satisfy its contractual obligations.

(End of Clause)

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SOLICITATION PROVISIONS

52.252-1 -- Solicitation Provisions Incorporated by Reference. (Feb 1998)

This solicitation incorporates one or more solicitation provisions by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. The offeror is cautioned that the listed provisions may include blocks that must be completed by the offeror and submitted with its quotation or offer. In lieu of submitting the full text of those provisions, the offeror may identify the provision by paragraph identifier and provide the appropriate information with its quotation or offer. Also, the full text of a solicitation provision may be accessed electronically at this/these address(es):

https://www.acquisition.gov

(End of Provision)

The following provisions are incorporated by reference:

• 52.204-7 - System for Award Management (Jul 2013)

• 52.204-16 --Commercial and Government Entity Code Reporting (Jul 2015)

52.212-1 is replaced in its entirety by the following addendum:

Addendum to 52.212-1 -- Instructions to Offerors -- Commercial Items (OCT 2015)

(a) North American Industry Classification System (NAICS) code and small business size standard. The NAICS code and small business size standard for this acquisition appear on pg. 1 and 2 of this solicitation. However, the small business size standard for a concern which submits a quotation in its own name, but which proposes to furnish an item which it did not itself manufacture, is 500 employees.

(b) Submission of quotations. Submit quotations to the office specified in this solicitation at or before the exact time specified in this solicitation. Quotations may be submitted on letterhead stationery, or as otherwise specified in the solicitation. As a minimum, quotations must show-

(1) The solicitation number;

(2) The time specified in the solicitation for receipt of quotations;

(3) The name, address, telephone number, and DUNS number of the quoter;

(4) Terms of any express warranty;

(5) Price and any discount terms, to be provided on the solicitation Schedule of Items;

(6) “Remit to” address, if different than mailing address;

(7) A completed copy of the representations and certifications at FAR 52.212-3 if the representations and certifications have not been completed electronically via the System for Award Management (SAM);

(8) A completed copy of 52.209-7 – Information Regarding Responsibility Matters;

(9) A completed copy of 52.225-2 -- Buy American Certificate, if applicable;

(10) Acknowledgment of Solicitation Amendments;

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(11) Past performance information, to include recent and relevant contracts for the same or similar items and other references (including contract numbers, points of contact with telephone numbers and other relevant information). 3-5 references are requested. Only ongoing contracts and contracts completed within the past three years will be considered as it pertains to past performance;

(12) Relevant experience information, including project description, contract performance dates, contract dollar amount, and the name, address, and contact information of the customer;

and

(13) If the quotation is not submitted on the SF 1449, include a statement specifying the extent of agreement with all terms, conditions, and provisions included in the solicitation.

Quotations that fail to furnish required representations or information, or reject the terms and conditions of the solicitation, may be excluded from consideration.

(c) Product samples. When required by the solicitation, product samples shall be submitted at or prior to the time specified for receipt of quotations. Unless otherwise specified in this solicitation, these samples shall be submitted at no expense to the Government, and returned at the sender’s request and expense, unless they are destroyed during preaward testing.

(d) Late submissions.

(1) Quoters are responsible for submitting quotations so as to reach the Government office designated in the solicitation by the time specified in the solicitation. If no time is specified in the solicitation, the time for receipt is 4:30 p.m., local time, for the designated Government office on the date that quotations are due.

(2) Any quotation received at the Government office designated in the solicitation after the exact time specified for receipt of quotations is late and will not be considered unless it is received before award is made and the Contracting Officer determines that accepting the late quotation would not unduly delay the acquisition.

(3) If an emergency or unanticipated event interrupts normal Government processes so that quotations cannot be received at the Government office designated for receipt of quotations by the exact time specified in the solicitation, and urgent Government requirements preclude amendment of the solicitation or other notice of an extension of the closing date, the time specified for receipt of quotations will be deemed to be extended to the same time of day specified in the solicitation on the first work day on which normal Government processes resume.

(e) Contract award. The Government intends to evaluate quotations and issue a purchase order based on the initial quotations received. Therefore, the quoter’s initial quotation should contain the quoter’s best terms from a price and technical standpoint. The Government reserves the right to request revised quotations from, or negotiate final purchase order terms with, one or more, but not all, quoters if later determined by the Contracting Officer to be necessary. The Government may reject any or all quotations if such action is in the public interest; and issue a purchase order to other than the quoter with the lowest priced quotation.

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(f) Multiple awards. The Government may issue a purchase order for any item or group of items of a quotation, unless the quoter qualifies the quotation by specific limitations. Unless otherwise provided in the Schedule, quotations may not be submitted for quantities less than those specified. The Government reserves the right to make an award on any item for a quantity less than the quantity quoted, at the unit prices quoted, unless the quoter specifies otherwise in the quotation.

(g) Availability of requirements documents cited in the solicitation.

(1)(i) The GSA Index of Federal Specifications, Standards and Commercial Item Descriptions, FPMR Part 101-29, and copies of specifications, standards, and commercial item descriptions cited in this solicitation may be obtained for a fee by submitting a request to- GSA Federal Supply Service Specifications Section Suite 8100 470 East L’Enfant Plaza, SW Washington, DC 20407 Telephone (202) 619-8925 Facsimile (202) 619-8978.

(ii) If the General Services Administration, Department of Agriculture, or Department of Veterans Affairs issued this solicitation, a single copy of specifications, standards, and commercial item descriptions cited in this solicitation may be obtained free of charge by submitting a request to the addressee in paragraph (h)(1)(i) of this provision. Additional copies will be issued for a fee.

(2) Most unclassified Defense…