W911WN18Q5001.pdf

This is a combined synopsis/solicitation for commercial items prepared in accordance with the format set forth in Federal Acquisition Regulation 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.

The solicitation issued as a request for quote (RFQ) number W911WN-18-Q-5001.

The solicitation document and incorporated provisions and clauses are those in effect through Federal Acquisition Circular 2005-98.

The NAICS Code for this acquisition is 327320, Ready-Mix Concrete Manufacturing.

The Small Business Size Standard for this NAICS Code is 500 employees. This requirement is unrestricted. Any resultant contract shall be Firm Fixed Price, and one award is anticipated.

Montgomery L/D Concrete Quantities/Delivery

Specifications

1.1 General Information:

The Contractor shall develop/design and test the mix design for the Underwater Concrete and supply the Underwater Concrete per Specification Section 03 37 26 to the job site.

Note, the Contracting Officer shall be notified of any or all tests which are to be performed for verification of the mix design. The Contracting Officer reserves the right to observe all processes and tests used in mixture proportion verification.

The Government will be placing, by pump truck, the Underwater Concrete in formwork that is submerged approximately 16 feet in water. The concrete will be pumped approximately 160 feet horizontally and 44.5 feet vertically down. It is anticipated that each concrete truck could be at the site 1-2 hours.

1.2. Quantities and Delivery Requirements to Montgomery L/D:

a. The batch plant shall be within 50 minutes travel time from the delivery site.

b. The actual amount of Underwater Concrete ordered will be between 40 and 65 cubic yards. Each individual delivery load will be a Minimum of 2 cubic yards and Maximum of 8 cubic yards. Estimate between 5 - 8 individual concrete deliveries will be required.

c. The concrete deliveries will occur between 20 August and 14 September 2018 during the weekdays. Multiple deliveries during this time period will be required.

d. The contractor will be notified at least 48 hours prior to each required delivery.

Multiple concrete deliveries may be requested.

e. Delivery site address:

Montgomery L/D, Ohio River 100 Montgomery Dam Road Monaca, PA 15061-2221 724-643-8400

1.3. Test Batch:

a. A test batch of Underwater Concrete per Specification Section 03 37 26 will be required. The quantity of this test batch shall be 5 cubic yards.

b. The test batch delivery will occur between 09 July and 27 July 2018 during a weekday.

Only one test batch delivery will be required. The contractor will be notified at least 48 hours prior to the required delivery date.

c. Delivery address for the test batch:

Pittsburgh Engineer Warehouse and Repair Station (PEWARS) 3500 Grand Avenue Pittsburgh, PA 15225-1584 412-395-7606

2. ADDITIONAL CONCRETE DELIVERY BID ITEMS

2.1. Excess Unloading Time:

The bid is to include separate possible charges for truck waiting time in excess of normal unloading time. Two hours or less shall be considered a normal unloading time.

2.2. Small Load Additional Costs:

The bid is to include separate possible charges for truck small load charges below the typical 5 cubic yard per truck minimum; per delivery.

2.3. Fuel Surcharge:

Fuel Surcharge per truck delivery trip.

3. SECURITY REQUIREMENTS

3.1. Access and General Protection and Security Policy and Procedures:

The contractor and all associated subcontractors' employees shall comply with applicable installation, facility, and area commander installation and facility access and local security policies and procedures (provided by the Government Representative). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the installation the USACE Security Office. The contractor workforce must comply with all personal identity verification requirements as directed by DoD, HQDA, and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes. The contractor must submit the full name, Social Security Number, Date of Birth, and Place of Birth for all associated contractor or subcontractor employees to the USACE Security Specialist Paul M. Surace, 412-395-7162, paul.m.surace@usace.army.mil or Stephen Davidson, 412-395-7504, stephen.davidson@usace.army.mil. The District retains the right to deny any contractor and subcontractor employee from working on one of its contracts based on final background investigation results.

3.2. Escort Requirements:

All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

3.3. Pre-Screen Candidates using "E-VERIFY" Program:

The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award.

Underwater Placed Concrete

SECTION TABLE OF CONTENTS

DIVISION 03 - CONCRETE

SECTION 03 37 26

UNDERWATER PLACED CONCRETE

PART 1 GENERAL

1.1 SCOPE

1.2 REFERENCES

1.3 SUBMITTALS

1.4 WEATHER LIMITATIONS

1.4.1 Placing and Protection of Concrete

1.5 CONCRETE PLANT

1.5.1 Ready Mix Plant

1.5.2 Time Interval Between Mixing and Placing

1.5.3. Department of Transportation (DOT) Approved

1.6 UNDERWATER CONCRETE DESIGN REQUIREMENTS

1.7 UNDERWATER CONCRETE MIXTURE PROPORTIONS

1.8 CONCRETE SAMPLING ON SITE

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Cementitious Materials

2.1.1.1 Portland Cement

2.1.1.2 Pozzolan

2.1.1.3 Ground Granulated Blast-Furnace Slag

2.1.1.4 Silica Fume

2.1.1.5 Limestone Powder

2.1.2 Aggregates

2.1.3 Anti-Washout Admixture

2.1.4 Water-Reducing, Retarding, or Accelerating Admixtures

2.1.5 Water

PART 3 EXECUTION

3.1 PLACING

3.2 WAYBILLS AND DELIVERY TICKETS

ATTACHMENTS:

Attachment A

-- End of Section Table of Contents --

SECTION TABLE OF CONTENTS 03 37 26 Page 1

SECTION 03 37 26 Page 1

SECTION 03 37 26

UNDERWATER PLACED CONCRETE

PART 1 GENERAL

1.1 SCOPE

The work covered by this section consists of furnishing all equipment, labor, materials, and performing all operations in connection with furnishing underwater concrete as indicated. The government will be responsible for placing the concrete and performing any quality assurance testing on site.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM C1240 (2015) Standard Specification for Silica

Fume Used in Cementitious Mixtures

ASTM C143/C143M (2015) Standard Test Method for Slump of Hydraulic-Cement Concrete

ASTM C150/C150M (2015) Standard Specification for Portland

Cement

ASTM C33/C33M (2013) Standard Specification for Concrete Aggregates

ASTM C39/C39M (2015a) Standard Test Method for

Compressive Strength of Cylindrical Concrete Specimens

ASTM C403/403M (2008) Standard Test Method for Time of

Setting of Concrete Mixtures by Penetration Resistance

ASTM C494/C494M (2015) Standard Specification for Chemical

Admixtures for Concrete

ASTM C618 (2015) Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete

ASTM C94/C94M (2015a) Standard Specification for

Ready-Mixed Concrete

ASTM C989/C989M (2014) Standard Specification for ̀ Cement for Use in Concrete and Mortars

SECTION 03 37 26 Page 2

Commonwealth of Pennsylvania DEPARTMENT OF TRANSPORTATION(PENNDOT)

BULLETIN 42 (2015) Publication 42 - Producers of Ready Mix Concrete:

U.S. ARMY CORPS OF ENGINEERS (USACE)

COE CRD-C 400 (1963) HANDBOOK FOR CONCRETE AND CEMENT

REQUIREMENTS FOR WATER FOR USE IN MIXING

OR CURING CONCRETE

COE CRD-C 61 (1989A) Test Method for Determining the

Resistance of Freshly Mixed Concrete to Washing Out in Water

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-05 Design Data

Underwater Concrete Mixture Proportions; G, DO

Concrete mixture proportions shall be determined by the Contractor, in accordance with the requirements in paragraph UNDERWATER CONCRETE MIXTURE PROPORTIONS, and submitted for review and approval at least 60 days before placement. The underwater concrete shall be designed to be pumpable, have anti-washout admixture and a retarding admixture added to the mixture.

SD-07 Certificates

Testing Technicians

The Contractor shall submit statements that the concrete testing technicians meet the requirements of paragraph 1.7 UNDERWATER

CONCRETE MIXTURE PROPORTIONS.

WAYBILLS AND DELIVERY TICKETS

Copies of certified delivery tickets for all concrete used in the construction.

1.4 WEATHER LIMITATIONS

1.4.1 Placing and Protection of Concrete

The underwater concrete shall be within the temperature range of 50 to 85 degrees Fahrenheit when placed. Mixing water shall be heated or cooled to attain the temperature range.

SECTION 03 37 26 Page 3

1.5 CONCRETE PLANT

1.5.1 Ready Mix Plant

Ready-mixed concrete shall conform to ASTM C94/C94M except as otherwise specified. Batch tickets shall meet the requirements of ASTM C94/C94M.

Batch tickets shall include additional information as specified in paragraph 14.2 of ASTM C94/C94M. Additional information shall include the weight of fine and coarse aggregate, amount of cementitious materials (Portland cement, fly ash, slag, and silica fume), amount of admixtures, free water on aggregates, batch water, amount of water that can be added on site, design water/cement ratio, and maximum size of aggregate.

1.5.2 Time Interval Between Mixing and Placing

When concrete is truck-mixed or when a truck mixer or agitator is used for transporting concrete mixed by a concrete plant mixer, the concrete shall be delivered to the site of the work, and it shall be anticipated that concrete may remain on the truck for no more than 2 hours after concrete is delivered to the site.

1.5.3. Department of Transportation (DOT) Approved

The Read-Mix concrete plant and the delivery trucks must be Pennsylvania Department of Transportation (PENNDOT), West Virginia (WVDOT), or Ohio (ODOT) approved for batching and delivery of concrete.

1.6 UNDERWATER CONCRETE DESIGN REQUIREMENTS

The underwater concrete shall be proportioned such that compressive strength f'c shall be 4,000 pounds per square inch at 28 days. Maximum water cement ratio shall be 0.45 by mass. The concrete shall be designed to flow without segregation. The slump of the concrete shall be between 16 to 20 inches. Concrete washout shall be less than 8% when tested with COE CRD-C 61. The minimum initial set time of the mixture shall be 4 hours.

1.7 UNDERWATER CONCRETE MIXTURE PROPORTIONS

A mix design previously used on a similar project in USACE-Pittsburgh District is included as Attachment A to this specification section. The mix design provided as Attachment A may be utilized by the contractor, but must be submitted for approval as a requirement of this specification. The Concrete mixture proportions shall be determined by the Contractor, and submitted for review and approval at least 60 days before placement. The submission shall be accompanied by test reports from a laboratory validated and listed by the USACE-ERDC-MTC which show that proportions thus selected will produce concrete of the qualities indicated. No substitution shall be made in the source or type of materials used in the work without additional tests to show that the quality of the new materials and concrete are satisfactory.

SECTION 03 37 26 Page 4

No mix design shall be used until notice of acceptance has been given by the Contracting Officer. The Contracting Officer shall be notified of any or all tests which are to be performed for verification of mix design. The Contracting Officer reserves the right to observe all process and tests used in mixture proportion verification. All items listed below shall be included in the Concrete Mixture Proportioning:

a. The concrete mixture quantities (mass) of all ingredients per cubic yard that will be used in the manufacture of the concrete shall be stated. The mass of the aggregates shall be in a saturated surface-dry condition. Ingredients shall include but are not limited to: Portland cement, pozzolan, silica fume, ground granulated blast-furnace slag, coarse aggregate, fine aggregate, admixtures, limestone powder, and water. The maximum water-cement ratio shall be stated.

b. Names, types, and quantities of the admixtures shall be stated. An anti-washout admixture and a retarder shall be used in the mixture.

Manufactures literature of all admixtures used shall be submitted.

c. Gradations test results for the coarse and fine aggregates. Submit supplier's certification of compliance that states the material supplied meets the requirements of the specification under which they are furnished.

d. Certified copies of laboratory test reports for cementitious materials, including mill tests and all other test data, for Portland cement, pozzolan, ground granulated blast furnace slag, limestone powder, and silica fume.

e. Test results showing the concrete is capable of producing the required strengths (ASTM C39/C39M), slump (ASTM C143/C143M), and air ,washout results (COE CRD-C 61) and minimum initial set time (ASTM C403/403M) in accordance with the requirements of the publication list in parenthesis.

1.8 CONCRETE SAMPLING ON SITE

The Government will sample and test the concrete on site to determine compliance with the specifications.

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Cementitious Materials

Cementitious materials shall be Portland cement in combination with one or more of the following: pozzolan, silica fume, and/or ground granulated blast-furnace slag. Cementitious materials shall conform to appropriate specifications listed below.

2.1.1.1 Portland Cement

ASTM C150/C150M, Type II, low alkali.

SECTION 03 37 26 Page 5

2.1.1.2 Pozzolan

Pozzolan shall conform to ASTM C618, Class F.

2.1.1.3 Ground Granulated Blast-Furnace Slag

Ground granulated blast-furnace slag shall conform to ASTM C989/C989M, Grade 100 or 120.

2.1.1.4 Silica Fume

Silica fume shall conform to ASTM C1240.

2.1.1.5 Limestone Powder

Limestone powder shall meet the requirements of ASTM D242/D242M and shall contain a minimum 95% calcium carbonate. Dolomite content shall be less than 3 percent.

2.1.2 Aggregates

Coarse aggregates shall be crushed limestone. The use of river gravel as coarse aggregate shall be prohibited. Coarse aggregates shall conform to ASTM C33/C33M, Class 4S, Gradation 67. Fine Aggregates shall conform to PENNDOT Type A concrete sand. Aggregates shall come from a Pennsylvania Department of Transportation (PENNDOT), West Virginia DOT, or Ohio DOT approved source.

2.1.3 Anti-Washout Admixture

Anti-washout admixture shall be used. Concrete Mix Proportions shall be tested in accordance with COE CRD-C 61. Manufacturer's literature along with strength test data shall be submitted for approval.

2.1.4 Water-Reducing, Retarding, or Accelerating Admixtures

Water-Reducing, retarding, or accelerating admixtures shall conform to

ASTM C494/C494M.

2.1.5 Water

Water for mixing and curing shall be fresh, clean, potable, and free of injurious amounts of oil, acid, salt, or alkali, except that nonpotable water may be used if it meets the requirements of COE CRD-C 400.

PART 3 EXECUTION

3.1 PLACING

The Government will place and test the concrete.

SECTION 03 37 26 Page 6

3.2 WAYBILLS AND DELIVERY TICKETS

Before the final statement is allowed, file certified waybills and certified delivery tickets for all concrete actually used, as specified in the Submittals paragraph.

ATTACHMENT A

*ACI 318 ACI STRENGTH DESIGN **** 4000 P.S.I.

*ACI 301

*ACI 211.1 Under Water Concrete ( Anti-Washout )

*ACI 614

Air Content 2.0 % Maximum W/C Ratio 0.45 Max. Slump 16 - 20 " in. Minimum **Cement./CY. 725 lbs.

Cement Spec. ASTM-C150 Type IILA Sp.Gr. 3.15

GGBFS Spec. ASTM-C989 Grade 100 Sp. Gr. 2.82

Flyash Spec. ASTM-C618 Type F Sp. Gr. 2.63

Silica Fume Spec. ASTM-C1240 Sp. Gr. 2.25

Coarse Agg. #67 Spec. ASTM C 33 Ty pe LS S p.Gr. 2.70 Absorp. 0.59% SSD PCF 95.40

Fine Agg. Conc.Sand Spec. ASTM C 33 D.O.T. type A conc. sand Type Natural

Sp.Gr. 2.63 Absorp. 2.34% SSD F.M. 2.76

Fine Agg. L/S Dust Sp. Gr. 2.55

WRA **As required Spec. ASTM-C494

Anti-Washout Spec. CRD-C-61 **As required

HRWR Spec. ASTM-C494 **As Required

*Calculated Mix Design Proportions*

W/C Ratio 0.40 W./CY. 290 lbs.

**Cement./CY. 725 lbs 7.71 sks.

* Cement 1.81 sks. 170 lbs. 0.86 cf.

* GGBFS 4.04 sks. 380 lbs. 2.16 cf.

* Flyash F 1.60 sks. 150 lbs. 0.91 cf

* Silica Fume 0.27 sks. 25 lbs. 0.18 cf

TOTAL Cementitious 725 lbs. 4.11 cf.

C.A. #67 1350 lbs. 8.01 cf.

Water 34.81 Gal. 290 lbs. 4.65 cf.

Air 2.0 % 0 0.54 cf.

WRA 25.4 - 32.6 oz. ** 0 0 cf.

Anti-Washout 87.0 oz. ** 0 0 cf.

HRWR P.C. 102.0 - 116.0 oz. ** 0 0 cf.

L/S Dust 150 lbs. 0.94 cf.

Sub-Total 2515 lbs. 18.25 cf.

F.A. 1436 lbs. SSD 8.75 cf.

Total 3951 lbs. SSD 27 cf.

Calculated Wet Unit Wt. 146.33 lbs.

Price Schedule

Required Delivery Date: Test batch delivery will occur between 09 July and 27 July

Concrete deliveries will occur between 20 August and 14 September 2018

Delivery Location: Concrete Delivery site address:

Montgomery L/D, Ohio River

Line Item

Number Description of Item Quantity

Unit of Measure

Unit Price

Total Price

UNDERWATER CONCRETE

MIX DESIGN

DEVELOPMENT

1 EA

UNDERWATER CONCRETE

TEST BATCH

5 CY

UNDERWATER CONCRETE

(Minimum 40 CY – Maximum

65 CY)

65 CY

EXCESS UNLOADING TIME

PER HOUR

(Minimum 0 – Maximum 10)

10 HR

SMALL LOAD ADDITIONAL

CHARGE PER DELIVERY

2 TO 2-3/4 CY (Minimum 0 – Maximum 5)

5 EA

CHARGE PER DELIVERY

3 TO 3-3/4 CY (Minimum 0 –

CHARGE PER DELIVERY

4 TO 4-3/4 CY (Minimum 0 –

FUEL SURCHARGE PER

TRUCK DELIVERY

(Maximum Estimated= 5 each)

Total

100 Montgomery Dam Road Monaca, PA 15061-2221 724-643-8400

Delivery address for the test batch:

Pittsburgh Engineer Warehouse and Repair Station (PEWARS) 3500 Grand Avenue Pittsburgh, PA 15225-1584 412-395-7606

FOB Point: Destination

Inspection/Acceptance: Destination

The provisions and clauses incorporated herein may be accessed at the following link:

http://farsite.hill.af.mil

FAR Provision 52.212-1, Instructions to Offerors—Commercial, applies to this acquisition.

Addendum to 52.212-1, Instructions to Offerors—Commercial

52.203-18 Prohibition on Contracting With Entities That Require Certain Internal

Confidentiality Agreements or Statements—Representation 52.204-7 System for Award Management 52.204-16 Commercial and Government Entity Code Reporting

52.204-21 52.207-1 52.219-1 52.222-22 52.223-22

52.225-4

52.225-25 252.203-7005

Basic Safeguarding of Covered Contractor Information Systems Notice of Standard Competition Small Business Program Representation Previous Contracts and Compliance Reports Public Disclosure of Greenhouse Gas Emissions and Reduction Goals- Representation Buy American – Free Trade Agreements-Israeli Trade Act Certificates Prohibition on Contracting with Entities Engaging in Certain Activities or Transactions Relating to Iran—Representation and Certification Representation Relating to Compensation of Former DoD Officials

252.204-7004 Alt A System for Award Management Alternate A 252.204-7008 Compliance with Safeguarding Covered Defense Information

Controls 52.252-1 Solicitation Provisions Incorporated by Reference

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 provisions 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):

http://farsite.hill.af.mil/

(End of Provision)

The Government will issue a purchase order resulting from this solicitation to the lowest price technically acceptable quote conforming to this request for quote.

252.213-7000 Notice to Prospective Suppliers on Use of Past Performance Information Retrieval System—Statistical Reporting in Past Performance Evaluations.

(a) The Past Performance Information Retrieval System-Statistical Reporting (PPIRS- SR) application (http://www.ppirs.gov/) will be used in the evaluation of suppliers’ past performance in accordance with DFARS 213.106-2(b)(i).

(b) PPIRS-SR collects quality and delivery data on previously awarded contracts and orders from existing Department of Defense reporting systems to classify each supplier’s performance history by Federal supply class (FSC) and product or service code (PSC).

The PPIRS-SR application provides the contracting officer quantifiable past performance information regarding a supplier's quality and delivery performance for the FSC and PSC of the supplies being purchased.

(c) The quality and delivery classifications identified for a supplier in PPIRS-SR will be used by the contracting officer to evaluate a supplier’s past performance in conjunction with the supplier’s references (if requested) and other provisions of this solicitation under the past performance evaluation factor. The Government reserves the right to award to the supplier whose quotation or offer represents the best value to the Government.

(d) PPIRS-SR classifications are generated monthly for each contractor and can be reviewed by following the access instructions in the PPIRS-SR User’s Manual found at https://www.ppirs.gov/pdf/PPIRS-SR_UserMan.pdf. Contractors are granted access to PPIRS-SR for their own classifications only. Suppliers are encouraged to review their own classifications, the PPIRS-SR reporting procedures and classification methodology detailed in the PPIRS-SR User's Manual, and PPIRS-SR Evaluation Criteria available from the references at https://www.ppirs.gov/pdf/PPIRS-SR_DataEvaluationCriteria.pdf. The method to challenge a rating generated by PPIRS-SR is provided in the User’s Manual.

(End of Provision)

FAR Clause 52.212-4, Contract Terms and Conditions—Commercial Items, applies to this acquisition.

Addenda to 52.212-4, Contract Terms and Conditions—Commercial Items 52.204-9 52.204-13 52.204-18 52.204-19

52.211-16 52.211-17 52.232-39 52.232-40 252.203-7000 252.203-7002 252.204-7003 252.204-7006 252.204-7012 252.204-7015 252.211-7003 252.211-7008 252.223-7006

252.223-7008 252.225-7001 252.225-7002

252.225-7036, ALT I

252.225-7048 252.232-7003 252.232-7010 252.237-7010 252.243-7001 252.244-7000 252.246-7003 252.247-7023

Personal Identity Verification of Contractor Personnel System for Award Management Maintenance Commercial and Government Entity Code Maintenance Incorporation by Reference of Representations and Certifications Variation in Quantity Delivery of Excess Quantities Unenforceability of Unauthorized Obligations Providing Accelerated Payments to Small Business Subcontractors Requirements Relating to Compensation of Former DOD Officials Requirements to Inform Employees of Whistleblower Rights Control of Government Personnel Work Product Billing Instructions Safeguarding of unclassified controlled technical information Disclosure of Information to Litigation Support Contractors Item Identification and Valuation Use of Government-Assigned Serial Numbers Prohibition on Storage And Disposal Of Toxic And Hazardous Materials Prohibition of Hexavalent Chromium Buy American Act and Balance of Payments Program Qualifying Country Sources as Subcontractors Buy American – Free Trade Agreements-Balance of Payments Program Export-Controlled Items Electronic Submission of Payment Requests Levies on Contract Payments Prohibition on Interrogation of Detainees by Contractor Personnel Pricing of Contract Modifications Subcontracts for Commercial Items Notification of Potential Safety Issues Transportation of Supplies by Sea

The clause at 52.212-5, Contract Terms and Conditions Required to Implement Statutes or Executive Orders—Commercial Items, applies to this acquisition and the additional FAR clauses cited in the clause are applicable as follows:

52.204-10 Reporting Executive Compensation and First-Tier Subcontract

Awards 52.209-6 Protecting the Government's Interest When Subcontracting With

Contractors Debarred, Suspended, or Proposed for Debarment 52.222-3 Convict Labor

52.222-19 52.222-21 52.222-26 52.222-36 52.222-50

Child Labor Prohibition Of Segregated Facilities Equal Opportunity Affirmative Action For Workers With Disabilities Combatting Trafficking In Persons

52.223-18

Encouraging Contractor Policies To Ban Text Messaging While Driving

52.225-3, ALT II

52.225-13

Buy American – Free Trade Agreements – Israeli Trade Act Restrictions on Certain Foreign Purchases

52.232-33 Payment by Electronic Funds Transfer—System for Award Management

52.252-2 Clauses Incorporated by Reference

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):

http://farsite.hill.af.mil/

The Defense Priorities and Allocation System (DPAS) rating is N/A.

Offerors must be registered in the System for Award Management (SAM) database prior to receiving any federal contract award (visit www.sam.gov to register). Every new registrant is now required to provide a written notarized letter to confirm the entity's Administrator, that is authorized to register the vendor in SAM, or make changes to its registration, BEFORE GSA will activate the entity's registration. The notarized letters must be mailed to the Federal Service Desk and contain the information outlined in the posted FAQ at: https://www.fsd.gov/fsd-gov/answer.do?sysparm_kbid=d2e67885db0d5f00b3257d321f96194b

In the event that you provide the low quote, please be advised your registration in SAM must be current/active. If it has expired, or will expire soon, PLEASE START THE RENEWAL PROCESS TODAY if you intend to submit a quote.

Offerors are expected to complete provision 52.212-3, Offeror Representations and Certifications—Commercial Items Alternate I as part of the SAM registration process. If you have completed your annual representations and certifications electronically, but need to amend or update any of them for this acquisition; you must print the provision, complete it manually, and submit with your offer.

Offers are due by 25 June 2018, 11:00 AM EST. Offers will be accepted via email to lrp.contracting@usace.army.mil; or via parcel delivery at: U.S. Army Corps of Engineers, Pittsburgh District, Attn: Contracting, David Lahey, W.S. Moorhead Federal Building, 1000 Liberty Avenue, Room 2203, Pittsburgh, PA 15222-4186; or via fax 412- 395-7110. Offerors must reference this solicitation number in the subject line of the email or the return address of the parcel or the cover sheet of the fax.

Please provide the following information for your company:

Company Name (Same as in SAM): _______________________________________

Address (Same as in SAM): ______________________________________________

DUNS: ________________________________________

CAGE: ________________________________________

Point of Contact: __________________________________

POC Phone Number: _______________________________

POC Email: ______________________________________

Our company (does or does not) ___________ fit the Small Business Size Standard listed above.

Company Representative Authorized to Submit Bid: ___________________________________

Signature: _________________________________ Date: ________________