W911XK17R0032.pdf

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Attached to: DULUTH SUPERIOR ENTRY STEEL SUPPLY
Solicitation number: W911XK17R0032
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

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SEE ADDENDUM

(No Collect Calls)

W911XK17R0032 07-Sep-2017

b. TELEPHONE NUMBER

313-226-2797

8. OFFER DUE DATE/LOCAL TIME

02:00 PM 15 Sep 2017

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

W911XK9. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

LLOYD W SMITH

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

0 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

W56MES71991519

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESS

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

CONTRACTING BRANCH

USACE DETROIT DISTRICT

477 MICHIGAN AVENUE, 7TH FLOOR

DETROIT MI 48226-4523

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE F3M0U00 16. ADMINISTERED BY

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

DULUTH AREA OFFICE

STEVEN J BROSSART

DETROIT DISTRICT, C/O DIV

CANAL PARK

DULUTH, MN 55802

TEL: 218-720.5260 FAX: 218.720.5270

FAX:

TEL: (313) 226-6819 SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

NAICS:

332312

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

WOMEN-OWNED SMALL BUSINESS (WOSB)

ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 2/2012) BACK

Prescribed by GSA – FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

SEE SCHEDULE

20.

SCHEDULE OF SUPPLIES/ SERVICES

21.

QUANTITY UNIT

22. 23.

UNIT PRICE

24.

AMOUNT

19.

ITEM NO.

Section SF 1449 - CONTINUATION SHEET

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

IGF::OT::IGF

FFP

SHEET PILE FOR REPAIRS AT SUPERIOR ENTRY NORTH PIER

FOB: Destination

PURCHASE REQUEST NUMBER: W56MES71991519

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Job

OPTION IGF::OT::IGF

FFP

Option One (1) SHEET PILE FOR REPAIRS AT SUPERIOR ENTRY NORTH

PIER

FOB: Destination

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0003 1 Job

OPTION IGF::OT::IGF

FFP

Option Two (2) SHEET PILE FOR REPAIRS AT SUPERIOR ENTRY NORTH

PIER

FOB: Destination

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0004 1 Job

OPTION IGF::OT::IGF

FFP

Option Three (3) SHEET PILE FOR REPAIRS AT SUPERIOR ENTRY NORTH

PIER

FOB: Destination

NET AMT

INSTRUCTIONS TO OFFERORS

1. All offerors are reminded to complete and submit with your proposal, all FAR and DFARS Provisions related to Representations and Certifications.

2. Offerors shall complete and submit any additional full text certifications that are included in the solicitation.

An offeror may also complete the certifications at https://www.sam.gov in lieu of completing the representations and certifications in this solicitation provided that all the FAR and DFARS certifications contained in the solicitation have been completed on line.

3. All offerors shall be registered at https://www.sam.gov with the NAICS code that is shown on the front page of the SF1449 in Block 10 prior to submission of the proposal.

4. Remember to sign the 1449 before submitting your proposal.

5. Submit proposal via e-mail to LRE-Quotes@usace.army.mil and Lloyd.W.Smith@usace.army.mil.

NOTE: Failure to comply with the above instructions may result in an offeror not being eligible for award.

SCOPE OF WORK

Delivery Locations (2):

1: Erie Pier Beneficial Reuse Facility

Southern End of 40th Ave West Duluth, MN 55807

2: U.S. Army Corps of Engineers Vessel Yard 901 Minnesota Ave Duluth, MN 55802

*See attached maps for site location

Point of Contacts(s) Daniel Carlson Sean Strasser Duluth Area Office Duluth Area Office 600 S. Lake Ave. 600 S. Lake Ave.

Duluth, MN 55802-3102 Duluth, MN 55802-3102 Office: 218-788-6413 Office: 218-788-6414 Cell: 218-206-1714 Cell: 218-290-4882 Email: daniel.k.carlson@usace.army.mil Email: sean.f.strasser@usace.army.mil

Contract Duration: 180 Days

General

This contract will be for supplies and materials for the steel sheet piling project at the Duluth- Superior Harbor. The contractor will provide all the supplies and materials as described in PRICE BREAKOUT SCHEDULE. The contractor can reference Figure 1.2 Steel Sheet Pile Reference Detail for specifics regarding the supplies and materials list. All supplies and materials must be made and manufactured within the United States of America in accordance with the Buy American Act.

Proposal Package

At a minimum the list must specify the manufacturer and material name for each material described in the Price Breakout Schedule. In addition the quantity and cost must be included for each material.

Failure to provide the breakdown list will result in the proposal not being considered.

Delivery

There will be two delivery locations. All Steel Sheet Pile, Tie Rods, and Sheet Pile Caps (Items 0001-0003, 0018-0020, 0035-0037 & 0052-0054) will be delivered to the Erie Pier Beneficial Reuse Facility. All other items will be delivered to the U.S. Army Corps of Engineers Vessel Yard.

The Erie Pier Beneficial Reuse Facility is located at the Southern End of 40th Ave West, Duluth, MN 55807. The contractor will be responsible for delivering and unloading all designated items at the delivery location within the facility. Delivery must take place sometime Monday-Friday between 0700 hours and 1600 hours. Material must be placed on dunnage that is supplied by the contractor once unloaded. See Figure 1.1 Delivery Location for the designated location.

The U.S. Army Corps of Engineers Vessel Yard is located at 901 Minnesota Ave, Duluth, MN 55802. The contractor will be responsible for delivering and unloading all designated items at the delivery location within the facility. Delivery must take place sometime Monday-Friday between 0700 hours and 1530 hours. Material must be placed on dunnage that is supplied by the contractor once unloaded or delivered on pallets. See Figure 1.1 Delivery Location for the designated location.

Delivery dates will vary based on the type of supplies and materials and can be found in PRICE BREAKOUT SCHEDULE. All deliveries times must be coordinated with a government representative(s). Each delivery must be checked by the government representative prior to acceptance. The primary government representative will be Daniel Carlson 218-206-1714 and the alternate will be Sean Strasser 218-290-4882.

Figures 1.1 Delivery Location

Erie Pier Beneficial Reuse Facility: Southern

End of 40th Ave West Duluth, MN 55807

U.S. Army Corps of Engineers Vessel Yard:

901 Minnesota Ave.

Duluth, MN 55802

U.S. Army Corps of Engineers Vessel Yard:

901 Minnesota Ave.

Duluth, MN 55802

Figures 1.2 Steel Sheet Pile Reference Details

Figure 1.3 Sheet Pile Epoxy Coating Specification

Rolled Edge Coating Limit Detail

The red line on the Pairing of Sheets drawing below shows the limits of the coating on the top 22 ft. of Steel Sheet Pile. Coating is shown as red but actual coating color shall be black.

Product Description

Coating shall be a two component, low VOC, edge retentive, ultra high solids Epoxy Amine coating engineered for immersion service in water. The top 22 ft. of the lake side of each sheet of SSP shall be coated with a minimum thickness of 20 mils of the epoxy coating. The coating shall be applied to the same side and end of each separate sheet.

Product Characteristics

Finish: Gloss Color: Black Volume Solids: 98%, +/- 2% mixed Weight Solids: 98%, +/- 2% mixed VOC (Based on EPA method #4) : <85 g/L; 0.71 lb./gal, mixed Mix Ratio: 1:1 by volume Shelf Life: 24 Months-Stored Indoors at 40°F (4.5°C) to 100°F (38°C)

W911XK17R0032

Performance Characteristics

Test Name Test Method Results Abrasion Resistance ASTM D4060, CS17 wheel, 1000 cycles, 1 kg load

22.4 mg loss

Adhesion ASTM D4541 >2000 psi Cathodic Disbondment ASTM G8 Passes 30 days @ 1.5 volts, <10 mm disbondment radius

Corrosion Weathering ASTM D5894, 4 cycles, 1134 hours

Rating 10 per ASTM D610 for Rusting, Rating 10 per ASTM D714 for Blistering

Direct Impact Resistance ASTM D2794 15 in-lb

Dry Heat Resistance ASTM D2485 250°F (121°C) Flexibility ASTM D522 7/16 in. (24 hour cure) Moisture Condensation Resistance ASTM D4585, 100°F

(38°C), 2000 hours Rating 10 per ASTM D610 for Rusting; Rating 10 per ASTM D714 for Blistering

Pencil Hardness ASTM D3363 H

Surface Preparation/Application Procedures/Application Equipment/ Application Temperatures/ & Testing

-Must adhere to the Manufacturers recommendations.

Material Tolerances

All contract item dimensions must be within 0.0625 in. of required dimensions as listed in the Price Breakout Schedule. Failure for a contract item dimension to fall within this tolerance will result in rejection of said contract item.

Quality Control

The Contractor must establish and maintain effective Quality Control (QC). Quality Control consists of ensuring that all contract items meet correct dimensions, quantities, drilled hole locations, drilled hole dimensions, and all other requirements as specified in the contract.

Effective QC also includes checking all steel material mill certificates to ensure all material was melted and manufactured in the United States, meets grade and strength requirements as specified in the contract, and that the material delivered corresponds to the listed heat/batch number on the given mill certificates for each contract item.

Contractor Quality Control Checklists must be submitted prior to material delivery to show that the contractor has checked all contract items and that they comply with contract requirements. Quality Control Checklist will be required to be filled out by the contractor and signed by both the contractor’s representative and government representative prior to material delivery. Failure to do so will result in rejection of delivered material. The Quality Control checklists will be required to be completed with signatures prior to receiving any payment.

Material tolerances must also be documented on Quality Control Checklists to ensure all contract items fall within the 0.0625 in. dimension tolerance. Failure to do so will result in rejection of said contract item.

Security Requirements

All personnel employed by the contractor in the performance of the services specified in this contract or any representative of the contractor entering Duluth, MN shall conform and comply with all applicable Federal/State of Minnesota and County of St. Louis Laws, Rules, Regulations or Policies. It is the contractor’s responsibility to be aware of the prevailing Laws, Rules, Regulations or Policies of Duluth, MN.

All contract employees must carry pictured identification at all times. They must show I.D. upon request by City/State/Government personnel. The Contractor's employee must carry a copy of the contract requirements with them during the implementation of this contract.

PRICE BREAKOUT SCHEDULE

BASE

ITEM SUPPLIES/SERVICE MANUFACTURER

& MATERIAL

NAME

DELIVERY

DATE

QTY UNIT UNIT

PRICE

TOTAL

STEEL SHEET PILE (SSP)

0001 Cold formed MSZ

Steel Sheet Pile 15 Dec 17 82 SHEET

• W = 28.38"

• H = 17.22"

• Thickness = 0.375"

• 55’ sheet length

• Must meet ASTM A572/A572M Grade 50 •Must be Cold Formed

• Required Elastic Section Modulus 40.14 in^3/ft min

• Required Yield Strength Fy = 50ksi

• Must provide Mill Certification

• Sheets must be delivered in connected pairs

• Epoxy Coating: Top 22’ of connected pair sheets must be coated with 20 mil minimum thickness epoxy coating. Only one side is required to be coated. Epoxy Coating must meet the requirements in Figure 1.3 Sheet Pile Epoxy Coating Specifications. Must provide epoxy manufacture’s certification that epoxy meets minimum 20 mil thickness and minimum 2000 psi ASTM D4541 adhesion test.

SHEET PILE CAP

0002 15 Dec 17 7 EA

• 30’ Long Steel Channel Sheet Pile Cap

• Must provide Mill Certification

• ASTM A36

• Yield Strength Fy = 36ksi

• Thickness = 3/8"

• Min clear opening greater than height dimension of cold formed Z-shaped sheet pile section

• Minimum Flange width = 4"

TIE ROD

0003 #18 Tie Rod 2-1/4"

DIA

15 Dec 17 42 EA

• 46’ Length

• ASTM A615/A615M, Grade 75

• Required 2.25" diameter

• Required Yield Strength Fy = 75ksi

• Must provide Mill Certification

• Entire length of Tie Rod must be Threaded 0004 Tie Rod Couplers 15 Dec 17 21 EA

• Must be provided to join Tie Rods together

• Must provide Mill Certification

• Must be approved by manufacturer for use on selected Tie Rods

• Must meet or exceed specific grade and strength requirements of Tie Rods

WALE

0005 C12x30 Wale

15 Dec 17 12 EA

• 40’ Wale Length

• Must provide Mill Certifications

• DELIVERED WALES MUST HAVE SAWED OR CUT ENDS, NOT TORCHED

• ASTM A572 Gr. 50

PLATES CONNECTIONS & SEPARATORS

0006 10"X10"X2 15 Dec 17 42 EA

GR A 36 Tie Rod Connection Plate with 1 – 2 1/2" DRILLED hole

0007 10"X10"X0.5"X0.6745 15 Dec 17 30 EA

GR A 36 Tie Rod Connection 1° shim plate with 1 - 2 1/2" DRILLED hole

• Shim must form a 1° angle

• See detail in Figure 1.2 Steel Sheet Pile Reference

0008 12"X3"X5/8 15 Dec 17 110 EA

GR A 36 Plate for Wale Separator

0009 3"x3"x1/2 15 Dec 17 90 EA

GR A 36 SSP Tension Bolt Plate with 1 - 15/16" DRILLED hole 0010 7"X14"X3/4 15 Dec 17 45 EA

GR A 36 Wale Tension Bolt Backing Plate with 2 – 15/16" DRILLED holes

0011 14.5"x7"x1/2 15 Dec 17 8 EA

GR A 36 Wale Splice Connector Plates with 8 – 15/16" DRILLED holes ***See Figure 1.2 Steel Sheet Pile Reference Detail for Bolt Hole Locations. ALL HOLES IN PLATES MUST BE DRILLED. Any plates with holes that have been torched or formed in any other way besides drilling will not be accepted. MUST PROVIDE MILL

CERTIFICATIONS FOR EACH DIFFERENT TYPE OF PLATE ***

HARDWARE

0012 2-1/4" DIA ASTM A-615 15 Dec 17 42 EA

GR75 NUT & WASHER for Tie Rod 0013 7/8" DIA A325 BOLT W/ NUT & WASHER 15 Dec 17 90 EA

- Bolt Length: 3in. for Wale Splice

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDED

PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE.

0014 7/8" DIA A325 BOLT W/ NUT & 2 WASHERS 15 Dec 17 90 EA

Bolt Length: 16 in. for Tension Bolts. BOLTS MUST HAVE 6 in. of THREAD

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDED

PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE.

0015 3/4" DIA A325 BOLT W/ NUT & 2 WASHERS 15 Dec 17 90 EA

Bolt Length - for Cap Note: C-Channel Cap configuration may change depending on bid, bolt size may also change

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDED

PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE.

*** Note: All bolts must meet ASTM A325, Type 1. The bolt heads and the nuts of the supplied fasteners must be marked with the manufacturer's identification mark, the strength grade and type specified by ASTM specifications. All Nuts must meet ASTM A563. All Flat Washers must meet ASTM F 436. 1 Flat Washer must be provided per bolt. Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE. Bolts, nuts, and washers must be galvanized. MUST PROVIDE MILL CERTIFICATIONS FOR

EACH DIFFERENT TYPE OF BOLT. ***

LADDER

0016 1-1/2" Diameter GRAB BAR- Length: 1' 3-1/4 15 Dec 17 10 EA

• Dimensions should match ladders detail shown in Figure 1.2 Steel Sheet Pile Reference Detail

• Bar and pipe shall conform to ASTM A 36 M, and be carbon steel

• Must Provide Mill Certification

• GRAB BAR shall be Schedule 160 Material 0017 1-1/2" Diameter LADDER RUNG-

Length: 2' 4-1/4" 15 Dec 17 60 EA

• Dimensions should match ladders detail shown in Figure 1.2 Steel Sheet Pile Reference Detail

• Bar and pipe shall conform to ASTM A 36 M, and be carbon steel

• Must Provide Mill Certification

• LADDER RUNG shall be Schedule 160 Material

TOTAL COST OF BASE

OPTION ONE (1)

& MATERIAL

NAME

DELIVERY

DATE

QTY UNIT UNIT

PRICE

TOTAL

STEEL SHEET PILE (SSP)

0018 Cold formed MSZ

Steel Sheet Pile 15 Dec 17 16 SHEET

• W = 28.38"

• H = 17.22"

• Thickness = 0.375"

• 55’ sheet length

• Must meet ASTM A572/A572M Grade 50 •Must be Cold Formed

• Required Elastic Section Modulus 40.14 in^3/ft min

• Required Yield Strength Fy = 50ksi

• Must provide Mill Certification

• Sheets must be delivered in connected pairs

SHEET PILE CAP

0019 15 Dec 17 2 EA

• 30’ Long Steel Channel Sheet Pile Cap

• Must provide Mill Certification

• ASTM A36

• Yield Strength Fy = 36ksi

• Thickness = 3/8"

• Min clear opening greater than height dimension of cold formed Z-shaped sheet pile section

• Minimum Flange width = 4"

TIE ROD

0020 #18 Tie Rod 2-1/4"

15 Dec 17 8 EA

• ASTM A615/A615M, Grade 75

• Required 2.25" diameter

• Required Yield Strength Fy = 75ksi

• Must provide Mill Certification

• Entire length of Tie Rod must be Threaded 0021 Tie Rod Couplers 15 Dec 17 4 EA

• Must be provided to join Tie Rods together

• Must provide Mill Certification

• Must be approved by manufacturer for use on selected Tie Rods

• Must meet or exceed specific grade and strength requirements of Tie Rods

WALE

0022 C12x30 Wale 15 Dec 17 2 EA

• 40’ Wale Length

• Must provide Mill Certifications

• DELIVERED WALES MUST HAVE SAWED OR CUT ENDS, NOT TORCHED

• ASTM A572 Gr. 50

PLATES CONNECTIONS & SEPARATORS

0023 10"X10"X2 15 Dec 17 8 EA

GR A 36 Tie Rod Connection Plate with 1 – 2 1/2" DRILLED hole

0024 10"X10"X0.5"X0.6745 15 Dec 17 8 EA

GR A 36 Tie Rod Connection 1° shim plate with 1 - 2 1/2" DRILLED hole

• Shim must form a 1° angle

• See detail in Figure 1.2 Steel Sheet Pile Reference

0025 12"X3"X5/8 15 Dec 17 20 EA

GR A 36 Plate for Wale Separator

0026 3"x3"x1/2 15 Dec 17 20 EA

GR A 36 SSP Tension Bolt Plate with 1 - 15/16" DRILLED hole 0027 7"X14"X3/4 15 Dec 17 10 EA

GR A 36 Wale Tension Bolt Backing Plate with 2 – 15/16" DRILLED holes

0028 14.5"x7"x1/2 15 Dec 17 2 EA

CERTIFICATIONS FOR EACH DIFFERENT TYPE OF PLATE ***

HARDWARE

0029 2-1/4" DIA ASTM A-615 15 Dec 17 8 EA

GR75 NUT & WASHER for Tie Rod 0030 7/8" DIA A325 BOLT W/ NUT & WASHER 15 Dec 17 25 EA

- Bolt Length: 3in. for Wale Splice

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDED

PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load

0031 7/8" DIA A325 BOLT W/ NUT & 2 WASHERS 15 Dec 17 25 EA

Bolt Length: 16 in. for Tension Bolts. BOLTS MUST HAVE 6 in. of THREAD

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDED

PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE.

0032 3/4" DIA A325 BOLT W/ NUT & 2 WASHERS 15 Dec 17 25 EA

Bolt Length - for Cap Note: C-Channel Cap configuration may change depending on bid, bolt size may also change

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDED

PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE.

EACH DIFFERENT TYPE OF BOLT. ***

LADDER

0033 1-1/2" Diameter GRAB BAR- Length: 1' 3-1/4 15 Dec 17 2 EA

• Dimensions should match ladders detail shown in Figure 1.2 Steel Sheet Pile Reference Detail

• Bar and pipe shall conform to ASTM A 36 M, and be carbon steel

• Must Provide Mill Certification

• GRAB BAR shall be Schedule 160 Material 0034 1-1/2" Diameter LADDER RUNG-

Length: 2' 4-1/4" 15 Dec 17 12 EA

• Dimensions should match ladders detail shown in Figure 1.2 Steel Sheet Pile Reference Detail

• Bar and pipe shall conform to ASTM A 36 M, and be carbon steel

• Must Provide Mill Certification

TOTAL COST OF OPTION ONE (1)

OPTION TWO (2)

& MATERIAL

NAME

DELIVERY

DATE

QTY UNIT UNIT

PRICE

TOTAL

STEEL SHEET PILE (SSP)

0035 Cold formed MSZ

Steel Sheet Pile 15 Dec 17 16 SHEET

• W = 28.38"

• H = 17.22"

• Thickness = 0.375"

• 55’ sheet length

• Must meet ASTM A572/A572M Grade 50 •Must be Cold Formed

• Required Elastic Section Modulus 40.14 in^3/ft min

• Required Yield Strength Fy = 50ksi

• Must provide Mill Certification

• Sheets must be delivered in connected pairs

SHEET PILE CAP

0036 15 Dec 17 2 EA

• 30’ Long Steel Channel Sheet Pile Cap

• Must provide Mill Certification

• ASTM A36

• Yield Strength Fy = 36ksi

• Thickness = 3/8"

• Min clear opening greater than height dimension of cold formed Z-shaped sheet pile section

• Minimum Flange width = 4"

TIE ROD

0037 #18 Tie Rod 2-1/4"

• ASTM A615/A615M, Grade 75

• Required 2.25" diameter

• Required Yield Strength Fy = 75ksi

• Must provide Mill Certification

• Entire length of Tie Rod must be Threaded 0038 Tie Rod Couplers 15 Dec 17 4 EA

• Must be provided to join Tie Rods together

• Must provide Mill Certification

• Must be approved by manufacturer for use on selected Tie Rods

• Must meet or exceed specific grade and strength requirements of Tie Rods

WALE

0039 C12x30 Wale

15 Dec 17 2 EA

• 40’ Wale Length

• Must provide Mill Certifications

• DELIVERED WALES MUST HAVE SAWED OR CUT ENDS, NOT TORCHED

• ASTM A572 Gr. 50

PLATES CONNECTIONS & SEPARATORS

0040 10"X10"X2 15 Dec 17 8 EA

GR A 36 Tie Rod Connection Plate with 1 – 2 1/2" DRILLED hole

0041 10"X10"X0.5"X0.6745 15 Dec 17 8 EA

GR A 36 Tie Rod Connection 1° shim plate with 1 - 2 1/2" DRILLED hole

• Shim must form a 1° angle

• See detail in Figure 1.2 Steel Sheet Pile Reference

0042 12"X3"X5/8 15 Dec 17 20 EA

GR A 36 Plate for Wale Separator

0043 3"x3"x1/2 15 Dec 17 20 EA

GR A 36 SSP Tension Bolt Plate with 1 - 15/16" DRILLED hole 0044 7"X14"X3/4 15 Dec 17 10 EA

GR A 36 Wale Tension Bolt Backing Plate with 2 – 15/16" DRILLED holes

0045 14.5"x7"x1/2 15 Dec 17 2 EA

CERTIFICATIONS FOR EACH DIFFERENT TYPE OF PLATE ***

HARDWARE

0046 2-1/4" DIA ASTM A-615 15 Dec 17 8 EA

GR75 NUT & WASHER for Tie Rod 0047 7/8" DIA A325 BOLT W/ NUT & WASHER 15 Dec 17 25 EA

- Bolt Length: 3in. for Wale Splice

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDED

PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE.

0048 7/8" DIA A325 BOLT W/ NUT & 2 WASHERS 15 Dec 17 25 EA

Bolt Length: 16 in. for Tension Bolts. BOLTS MUST HAVE 6 in. of THREAD

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDED

PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE.

0049 3/4" DIA A325 BOLT W/ NUT & 2 WASHERS 15 Dec 17 25 EA

Bolt Length - for Cap Note: C-Channel Cap configuration may change depending on bid, bolt size may also change

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDED

PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load

EACH DIFFERENT TYPE OF BOLT. ***

LADDER

0050 1-1/2" Diameter GRAB BAR- Length: 1' 3-1/4 15 Dec 17 2 EA

• Dimensions should match ladders detail shown in Figure 1.2 Steel Sheet Pile Reference Detail

• Bar and pipe shall conform to ASTM A 36 M, and be carbon steel

• Must Provide Mill Certification

• GRAB BAR shall be Schedule 160 Material 0051 1-1/2" Diameter LADDER RUNG-

Length: 2' 4-1/4" 15 Dec 17 12 EA

• Dimensions should match ladders detail shown in Figure 1.2 Steel Sheet Pile Reference Detail

• Bar and pipe shall conform to ASTM A 36 M, and be carbon steel

• Must Provide Mill Certification

TOTAL COST OF OPTION TWO (2)

OPTION THREE (3)

& MATERIAL

NAME

DELIVERY

DATE

QTY UNIT UNIT

PRICE

TOTAL

STEEL SHEET PILE (SSP)

0052 Cold formed MSZ

Steel Sheet Pile 15 Dec 17 16 SHEET

• W = 28.38"

• H = 17.22"

• Thickness = 0.375"

• 55’ sheet length

• Must meet ASTM A572/A572M Grade 50 •Must be Cold Formed

• Required Elastic Section Modulus 40.14 in^3/ft min

• Required Yield Strength Fy = 50ksi

• Must provide Mill Certification

• Sheets must be delivered in connected pairs

SHEET PILE CAP

0053 15 Dec 17 2 EA

• 30’ Long Steel Channel Sheet Pile Cap

• Must provide Mill Certification

• ASTM A36

• Yield Strength Fy = 36ksi

• Thickness = 3/8"

• Min clear opening greater than height dimension of cold formed Z-shaped sheet pile section

• Minimum Flange width = 4"

TIE ROD

0054 #18 Tie Rod 2-1/4"

• ASTM A615/A615M, Grade 75

• Required 2.25" diameter

• Required Yield Strength Fy = 75ksi

• Must provide Mill Certification

• Entire length of Tie Rod must be Threaded 0055 Tie Rod Couplers 15 Dec 17 4 EA

• Must be provided to join Tie Rods together

• Must provide Mill Certification

• Must be approved by manufacturer for use on selected Tie Rods

• Must meet or exceed specific grade and strength requirements of Tie Rods

WALE

0056 C12x30 Wale 15 Dec 17 2 EA

• 40’ Wale Length

• Must provide Mill Certifications

• DELIVERED WALES MUST HAVE SAWED OR CUT ENDS, NOT TORCHED

• ASTM A572 Gr. 50

PLATES CONNECTIONS & SEPARATORS

0057 10"X10"X2 15 Dec 17 8 EA

GR A 36 Tie Rod Connection Plate with 1 – 2 1/2" DRILLED hole

0058 10"X10"X0.5"X0.6745 15 Dec 17 8 EA

GR A 36 Tie Rod Connection 1° shim plate with 1 - 2 1/2" DRILLED hole

• Shim must form a 1° angle

• See detail in Figure 1.2 Steel Sheet Pile Reference

0059 12"X3"X5/8 15 Dec 17 20 EA

GR A 36 Plate for Wale Separator

0060 3"x3"x1/2 15 Dec 17 16 EA

GR A 36 SSP Tension Bolt Plate with 1 - 15/16" DRILLED hole 0061 7"X14"X3/4 15 Dec 17 8 EA

GR A 36 Wale Tension Bolt Backing Plate with 2 – 15/16" DRILLED holes

0062 14.5"x7"x1/2 15 Dec 17 2 EA

CERTIFICATIONS FOR EACH DIFFERENT TYPE OF PLATE ***

HARDWARE

0063 2-1/4" DIA ASTM A-615 15 Dec 17 8 EA

GR75 NUT & WASHER for Tie Rod 0064 7/8" DIA A325 BOLT W/ NUT & WASHER 15 Dec 17 16 EA

- Bolt Length: 3in. for Wale Splice

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDED

PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load

0065 7/8" DIA A325 BOLT W/ NUT & 2 WASHERS 15 Dec 17 16 EA

Bolt Length: 16 in. for Tension Bolts. BOLTS MUST HAVE 6 in. of THREAD

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDED

PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE.

0066 3/4" DIA A325 BOLT W/ NUT & 2 WASHERS 15 Dec 17 16 EA

Bolt Length - for Cap Note: C-Channel Cap configuration may change depending on bid, bolt size may also change

• Nuts must meet ASTM A563 and 1 flat washer must meet ASTM F436. 1 FLAT WASHER MUST BE PROVIDED

PER BOLT

• Along with 1 flat washer, 1 DIRECT LOAD INDICATOR WASHER must also be provided for each bolt. Direct Load Indicator washer must meet ASTM F959 FOR GIVEN BOLT SIZE AND GRADE.

EACH DIFFERENT TYPE OF BOLT. ***

LADDER

0067 1-1/2" Diameter GRAB BAR- Length: 1' 3-1/4 15 Dec 17 2 EA

• Dimensions should match ladders detail shown in Figure 1.2 Steel Sheet Pile Reference Detail

• Bar and pipe shall conform to ASTM A 36 M, and be carbon steel

• Must Provide Mill Certification

• GRAB BAR shall be Schedule 160 Material 0068 1-1/2" Diameter LADDER RUNG-

Length: 2' 4-1/4" 15 Dec 17 12 EA

• Dimensions should match ladders detail shown in Figure 1.2 Steel Sheet Pile Reference Detail

• Bar and pipe shall conform to ASTM A 36 M, and be carbon steel

• Must Provide Mill Certification

• LADDER RUNG shall be Schedule 160 Material

TOTAL COST OF OPTION THREE (3)

TOTAL COST OF ALL OPTIONS

TOTAL COST OF BASE + OPTIONS

CLAUSES INCORPORATED BY REFERENCE

52.203-3 Gratuities APR 1984 52.203-6 Restrictions On Subcontractor Sales To The Government SEP 2006 52.203-12 Limitation On Payments To Influence Certain Federal

Transactions

OCT 2010

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

APR 2014

52.203-19 Prohibition on Requiring Certain Internal Confidentiality Agreeements or Statements

JAN 2017

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

MAY 2011

52.204-7 System for Award Management OCT 2016 52.204-9 Personal Identity Verification of Contractor Personnel JAN 2011 52.204-10 Reporting Executive Compensation and First-Tier

Subcontract Awards

OCT 2016

52.204-13 System for Award Management Maintenance OCT 2016 52.204-16 Commercial and Government Entity Code Reporting JUL 2016 52.204-18 Commercial and Government Entity Code Maintenance JUL 2016 52.204-21 Basic Safeguarding of Covered Contractor Information

Systems

JUN 2016

52.209-6 Protecting the Government's Interest When Subcontracting With Contractors Debarred, Suspended, or Proposed for Debarment

OCT 2015

52.209-7 Information Regarding Responsibility Matters JUL 2013 52.209-9 Updates of Publicly Available Information Regarding

Responsibility Matters

JUL 2013

52.209-10 Prohibition on Contracting With Inverted Domestic Corporations

NOV 2015

52.211-17 Delivery of Excess Quantities SEP 1989 52.219-6 Notice Of Total Small Business Set-Aside NOV 2011 52.219-8 Utilization of Small Business Concerns NOV 2016 52.219-14 Limitations On Subcontracting JAN 2017 52.219-28 Post-Award Small Business Program Rerepresentation JUL 2013 52.219-30 Notice of Set-Aside for, or Sole Source Award to, Women-

Owned Small Business Concerns Eligible Under the Women- Owned Small Business Program

DEC 2015

52.222-3 Convict Labor JUN 2003 52.222-19 Child Labor -- Cooperation with Authorities and Remedies OCT 2016 52.222-20 Contracts for Materials, Supplies, Articles, and Equipment

Exceeding $15,000

MAY 2014

52.222-21 Prohibition Of Segregated Facilities APR 2015 52.222-26 Equal Opportunity SEP 2016 52.222-36 Equal Opportunity for Workers with Disabilities JUL 2014 52.222-37 Employment Reports on Veterans FEB 2016 52.222-40 Notification of Employee Rights Under the National Labor

Relations Act

DEC 2010

52.222-50 Combating Trafficking in Persons MAR 2015 52.222-54 Employment Eligibility Verification OCT 2015 52.223-5 Pollution Prevention and Right-to-Know Information MAY 2011 52.223-6 Drug-Free Workplace MAY 2001 52.223-18 Encouraging Contractor Policies To Ban Text Messaging

While Driving

AUG 2011

52.225-13 Restrictions on Certain Foreign Purchases JUN 2008

52.227-1 Authorization and Consent DEC 2007 52.227-2 Notice And Assistance Regarding Patent And Copyright

Infringement

DEC 2007

52.228-5 Insurance - Work On A Government Installation JAN 1997 52.232-33 Payment by Electronic Funds Transfer--System for Award

Management

JUL 2013

52.232-40 Providing Accelerated Payments to Small Business Subcontractors

DEC 2013

52.233-3 Protest After Award AUG 1996 52.233-4 Applicable Law for Breach of Contract Claim OCT 2004 52.242-13 Bankruptcy JUL 1995 52.253-1 Computer Generated Forms JAN 1991 252.203-7000 Requirements Relating to Compensation of Former DoD

Officials

SEP 2011

252.203-7002 Requirement to Inform Employees of Whistleblower Rights SEP 2013 252.203-7005 Representation Relating to Compensation of Former DoD

Officials

NOV 2011

252.204-7003 Control Of Government Personnel Work Product APR 1992 252.204-7004 Alt A System for Award Management Alternate A FEB 2014 252.204-7008 Compliance With Safeguarding Covered Defense Information

Controls

OCT 2016

252.204-7011 Alternative Line Item Structure SEP 2011 252.204-7012 Safeguarding Covered Defense Information and Cyber

Incident Reporting

OCT 2016

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

MAY 2016

252.209-7004 Subcontracting With Firms That Are Owned or Controlled By The Government of a Country that is a State Sponsor of Terrorism

OCT 2015

252.222-7007 Representation Regarding Combating Trafficking in Persons JAN 2015 252.223-7006 Prohibition On Storage, Treatment, and Disposal of Toxic or

Hazardous Materials

SEP 2014

252.223-7008 Prohibition of Hexavalent Chromium JUN 2013 252.225-7001 Buy American And Balance Of Payments Program-- Basic

(Dec 2016)

DEC 2016

252.225-7002 Qualifying Country Sources As Subcontractors DEC 2016 252.225-7008 Restriction on Acquisition of Specialty Metals MAR 2013 252.225-7012 Preference For Certain Domestic Commodities DEC 2016 252.225-7048 Export-Controlled Items JUN 2013 252.232-7003 Electronic Submission of Payment Requests and Receiving

Reports

JUN 2012

252.232-7010 Levies on Contract Payments DEC 2006 252.243-7001 Pricing Of Contract Modifications DEC 1991 252.243-7002 Requests for Equitable Adjustment DEC 2012 252.244-7000 Subcontracts for Commercial Items JUN 2013 252.246-7000 Material Inspection And Receiving Report MAR 2008 252.247-7023 Transportation of Supplies by Sea APR 2014

CLAUSES INCORPORATED BY FULL TEXT

52.212-1 INSTRUCTIONS TO OFFERORS--COMMERCIAL ITEMS (JAN 2017)

(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 in Block 10 of the solicitation cover sheet (SF 1449). However, the small business size standard for a concern which submits an offer in its own name, but which proposes to furnish an item which it did not itself manufacture, is 500 employees.

(b) Submission of offers. Submit signed and dated offers to the office specified in this solicitation at or before the exact time specified in this solicitation. Offers may be submitted on the SF 1449, letterhead stationery, or as otherwise specified in the solicitation. As a minimum, offers must show--

(1) The solicitation number;

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

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

(4) A technical description of the items being offered in sufficient detail to evaluate compliance with the requirements in the solicitation. This may include product literature, or other documents, if necessary;

(5) Terms of any express warranty;

(6) Price and any discount terms;

(7) "Remit to" address, if different than mailing address;

(8) A completed copy of the representations and certifications at FAR 52.212-3 (see FAR 52.212-3(b) for those representations and certifications that the offeror shall complete electronically);

(9) Acknowledgment of Solicitation Amendments;

(10) Past performance information, when included as an evaluation factor, 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); and

(11) If the offer 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. Offers that fail to furnish required representations or information, or reject the terms and conditions of the solicitation may be excluded from consideration.

(c) Period for acceptance of offers. The offeror agrees to hold the prices in its offer firm for 30 calendar days from the date specified for receipt of offers, unless another time period is specified in an addendum to the solicitation.

(d) Product samples. When required by the solicitation, product samples shall be submitted at or prior to the time specified for receipt of offers. 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.

(e) Multiple offers. Offerors are encouraged to submit multiple offers presenting alternative terms and conditions, including alternative line items (provided that the alternative line items are consistent with subpart 4.10 of the Federal Acquisition Regulation), or alternative commercial items for satisfying the requirements of this solicitation.

Each offer submitted will be evaluated separately.

(f) Late submissions, modifications, revisions, and withdrawals of offers:

(1) Offerors are responsible for submitting offers, and any modifications, revisions, or withdrawals, 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 offers or revisions are due.

(2)(i) Any offer, modification, revision, or withdrawal of an offer received at the Government office designated in the solicitation after the exact time specified for receipt of offers is “late” and will not be considered unless it is received before award is made, the Contracting Officer determines that accepting the late offer would not unduly delay the acquisition; and--

(A) If it was transmitted through an electronic commerce method authorized by the solicitation, it was received at the initial point of entry to the Government infrastructure not later than 5:00 p.m. one working day prior to the date specified for receipt of offers; or

(B) There is acceptable evidence to establish that it was received at the Government installation designated for receipt of offers and was under the Government's control prior to the time set for receipt of offers; or

(ii) However, a late modification of an otherwise successful offer, that makes its terms more favorable to the Government, will be considered at any time it is received and may be accepted.

(3) Acceptable evidence to establish the time of receipt at the Government installation includes the time/date stamp of that installation on the offer wrapper, other documentary evidence of receipt maintained by the installation, or oral testimony or statements of Government personnel.

(4) If an emergency or unanticipated event interrupts normal Government processes so that offers cannot be received at the Government office designated for receipt of offers 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 offers 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.

(5) Offers may be withdrawn by written notice received at any time before the exact time set for receipt of offers.

Oral offers in response to oral solicitations may be withdrawn orally. If the solicitation authorizes facsimile offers, offers may be withdrawn via facsimile received at any time before the exact time set for receipt of offers, subject to the conditions specified in the solicitation concerning facsimile offers. An offer may be withdrawn in person by an offeror or its authorized representative if, before the exact time set for receipt of offers, the identity of the person requesting withdrawal is established and the person signs a receipt for the offer.

(g) Contract award (not applicable to Invitation for Bids). The Government intends to evaluate offers and award a contract without discussions with offerors. Therefore, the offeror's initial offer should contain the offeror's best terms from a price and technical standpoint. However, the Government reserves the right to conduct discussions if later determined by the Contracting Officer to be necessary. The Government may reject any or all offers if such action is in the public interest; accept other than the lowest offer; and waive informalities and minor irregularities in offers received.

(h) Multiple awards. The Government may accept any item or group of items of an offer, unless the offeror qualifies the offer by specific limitations. Unless otherwise provided in the Schedule, offers 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 offered, at the unit prices offered, unless the offeror specifies otherwise in the offer.

(i) 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 (i)(1)(i) of this provision.

Additional copies will be issued for a fee.

(2) Most unclassified Defense specifications and standards may be downloaded from the following ASSIST websites:

(i) ASSIST (https://assist.dla.mil/online/start/).

(ii) Quick Search (http://quicksearch.dla.mil/).

(iii) ASSISTdocs.com (http://assistdocs.com).

(3) Documents not available from ASSIST may be ordered from the Department of Defense Single Stock Point (DoDSSP) by--

(i) Using the ASSIST Shopping Wizard (https://assist.dla.mil/wizard/index.cfm);

(ii) Phoning the DoDSSP Customer Service Desk (215) 697-2179, Mon-Fri, 0730 to 1600 EST; or

(iii) Ordering from DoDSSP, Building 4, Section D, 700 Robbins Avenue, Philadelphia, PA 19111-5094, Telephone

(215) 697-2667/2179, Facsimile (215) 697-1462.

(4) Nongovernment (voluntary) standards must be obtained from the organization responsible for their preparation, publication, or maintenance.

(j) Unique entity identifier. (Applies to all offers exceeding $3,500, and offers of $3,500 or less if the solicitation requires the Contractor to be registered in the System for Award Management (SAM) database.) The Offeror shall enter, in the block with its name and address on the cover page of its offer, the annotation ``Unique Entity Identifier'' followed by the unique entity identifier that identifies the Offeror's name and address. The Offeror also shall enter its Electronic Funds Transfer (EFT) indicator, if applicable. The EFT indicator is a four-character suffix to the unique entity identifier. The suffix is assigned at the discretion of the Offeror to establish additional SAM records for identifying alternative EFT accounts (see subpart 32.11) for the same entity. If the Offeror does not have a unique entity identifier, it should contact the entity designated at www.sam.gov for unique entity identifier establishment directly to obtain one. The Offeror should indicate that it is an offeror for a Government contract when contacting the entity designated at www.sam.gov for establishing the unique entity identifier.

(k) System for Award Management. Unless exempted by an addendum to this solicitation, 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 resulting from this solicitation. If the Offeror does not become registered in the SAM database in the time prescribed by the Contracting Officer, the Contracting Officer will proceed to award to the next otherwise successful registered Offeror. Offerors may obtain information on registration and annual confirmation requirements via the SAM database accessed through https://www.acquisition.gov.

(l) Debriefing. If a post-award debriefing is given to requesting offerors, the Government shall disclose the following information, if applicable:

(1) The agency's evaluation of the significant weak or deficient factors in the debriefed offeror's offer.

(2) The overall evaluated cost or price and technical rating of the successful and the debriefed offeror and past performance information on the debriefed offeror.

(3) The overall ranking of all offerors, when any ranking was developed by the agency…

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