Solicitation W912P923R0023.pdf

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L24 Pier Rehab and column Repair
Solicitation number
W912P923R0023
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This is a solicitation for a Lock and Dam 24 Service Bridge and Tainter Gate Rehabilitation project. The U.S. Army Corps of Engineers seeks to award an indefinite delivery, indefinite quantity single award task order contract with a five year ordering period. Offerors must propose on all line items in the bidding schedule exhibits. The technical proposal factors include technical approach, past performance, and small business participation commitment. The closing date for proposals is July 27, 2023. The contract will be awarded based on best value tradeoff of technical, past performance and price factors.

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Lock and Dam 24 Service Bridge and Tainter Gate Rehab (Pier Rehab)

Project is to repair (7) seven piers and (15) f if teen tainter gates at Lock and Dam 24. Bulkhead hoist crane is unable to function until the piers are repaired. Contractor w ill be installing Government Furnished Equipment for a portion of this project.

This procurement is using Full and Open Completition (unrestricted).

This procurement is going to be an Indefinite Delivery, Indefinite Quantity (IDIQ); Single Aw ard Task Order Contract (SATOC).

The contract has an ordering period of f ive years.

The Estimited Magnitude of this Construction Project (in accordnace w ith DFARS 236.204) is betw een $25,000,000 - $100,000,000.

Solicitation Type- This solicitation is Best Value using Subjective Trade-Off method.

The NAICS Code 237990 Other Heavy and Civil Engineering Construction w ith a Small Business Size Standard of $45,000,000.

ANGIE L GRIMES 314 331-8965

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

27-Jun-2023

(RFP)

(IFB)

X

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________2190 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________52.211-10 AtlI

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________27 Jul 2023 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time of fers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______90 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

CONTRACTING DIVISION

US ARMY ENGR DIST ST LOUIS

1222 SPRUCE STREET, RM 4.207

ST LOUIS MO 63103-2833

W912P9

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

10:00 AM (hour)

Sealed envelopes containing offers

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

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

314 331-8746FAX:TEL: TEL: FAX:

W912P923R0023 156

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

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

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

See Item 14

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

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

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

30C. DATE

(Type or print)

TEL: EMAIL:

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

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

W912P923R0023

Section 00 00 00 - Procurement and Contracting Requirements

ORDERING PROCEDURES

1. The Government may issue a Task Order for specific quantities of the pre-priced items from the set price schedule of the contract without issuing a Request for Proposal.

2. The Government may send an email Request for Proposal for a Task Order, which will request proposed quantities of the pre-priced items from the set price schedule of the contract. The Contractor will have 14 calendar days, unless otherwise specified in the RFP, to provide a proposal of quantities to perform the Task Order work.

3. The Base Contract includes the Specifications and Drawings/Plans, which apply to all task orders issued.

BIDDING SCHEDULE

EXHIBIT A

ORDERING PERIOD 1

(30 September 2023- 29 September 2024)

Item Estimated Unit Estimated No. Description Quantity Unit Price Amount

A001 Mobilization and Demobilization 1 JOB _ ___ ________

A002 Interim Mobilization 4 EA ____ _______

A003 Interim Demobilization 4 EA ____ _______

A004 LOCK & DAM 24 – Items for each Bridge Column Replacement

A004AA Temporary Supporting of Bridge, Demolition of Existing Concrete Bridge Support Columns – Pier 3

1 EA ____ _______

A004AB Replacement of Service Bridge

Concrete Support Columns – Pier 3

A004AC Temporary Supporting of Bridge, Bridge Support Columns – Pier 7

A004AD Replacement of Service Bridge

Concrete Support Columns – Pier 7

A004AE Temporary Supporting of Bridge, Bridge Support Columns – Pier 10

A004AF Replacement of Service Bridge

Concrete Support Columns – Pier 10

A004AG Temporary Supporting of Bridge, Bridge Support Columns – Pier 11

A004AH Replacement of Service Bridge

Concrete Support Columns – Pier 11

A004AI Temporary Supporting of Bridge, Bridge Support Columns – Pier 12

A004AJ Replacement of Service Bridge

Concrete Support Columns – Pier 12

A004AK Temporary Supporting of Bridge, Bridge Support Columns – Pier 14

A004AL Replacement of Service Bridge

Concrete Support Columns – Pier 14

A004AM Temporary Supporting of Bridge, Bridge Support Columns – Pier 15

A004AN Replacement of Service Bridge

Concrete Support Columns – Pier 15

1 EA ____ _______

A004AO Field Demonstration of Service Bridge Concrete Support Columns

A005 LOCK & DAM 24 – Items for each Span, Spans 1-15

A005AA

Blasting, Cleaning and Painting– Service Bridge Deck and Superstructure, Tainter Gate Exterior and Interior LD24 - Spans 1-15

15 EA _ ___ ________

A005AB

Bearing Shoe Bolt Replacement, Service Bridge LD24 – Spans 1-15

A005AC

Crane Rail Clip Replacement and Crane Rail Alignment Service Bridge

A005AD

Walkway Grating Replacement Service Bridge

A005AE

Tainter Gate Repairs, Installation of Chain Guide Assemblies and Connections, Pocket Wheels, Chains, Existing Side Seal Removal and Reinstallation LD24 - Gates 1-15

A005AF

Tainter Gate Repairs, Skin Plate Crack Repairs LD24 – Gates 1-15

20 EA _ ___ ________

A005AG

Bolted Cover Plate Installation

A005AH

Tainter Gate Repairs, End Shield Repair

10 EA _ ___ ________

A005AI

Tainter Gate Repairs, Bottom Strut Repair LD24 – Gate 3

1 EA _ ___ ________

A005AJ

Tainter Gate Repairs, Upper Skin Plate Damage Repair

A005AK

Debris Deflector Installation

A005AL

Tainter Gate Repairs, Interior Gate Member Replacement LD24 - Gates 1-15 MK. SG-548-1 (3/8" Gusset Plate)

A005AM

Gate Member Replacement LD24 - Gates 1-15 MK. SG-548-2 (3/8" Gusset Plate)

A005AN

Gate Member Replacement LD24 - Gates 1-15 MK. SG-548-3 (3/8" Gusset Plate)

A005AO

Gate Member Replacement LD24 - Gates 1-15 MK. SG-548-4 (3/8" Gusset Plate)

A005AP

Gate Member Replacement LD24 - Gates 1-15 MK. SG-548-5 (3/8" Gusset Plate)

A005AQ

Gate Member Replacement LD24 - Gates 1-15 MK. SG-548-6 (3/8" Gusset Plate)

A005AR

Gate Member Replacement LD24 - Gates 1-15 MK. SG-548-7 (MC6x15.1)

A005AS

Gate Member Replacement LD24 - Gates 1-15 SG-548-8 (MC6x15.1)

A005AT

Gate Member Replacement LD24 - Gates 1-15 SG-548-9 (L4x4x3/8)

A005AU

Gate Member Replacement LD24 - Gates 1-15 SG-548-10 (L4x4x3/8)

A005AV

Gate Member Replacement LD24 - Gates 1-15 SG-548-11 (L5x3-1/2x3/8)

A005AW

Gate Member Replacement LD24 - Gates 1-15 SG-548-12 (L5x3-1/2x3/8)

A005AX

Gate Member Replacement LD24 - Gates 1-15 SG-548-13 (L5x3-1/2x3/8)

A005AY

Gate Member Replacement LD24 - Gates 1-15 SG-548-14 (L5x3-1/2x3/8)

A005AZ

Gate Member Replacement LD24 - Gates 1-15 MK. SG-548-15 (L6x4x3/8)

A005BA

Tainter Gate Debris Removal,

a. First 150 cubic yards 150 CY _ ___ ________

b. All over 150 cubic yards 150 CY _ ___ ________

A006 LOCK & DAM 24 – Items Each for Span 16

A006AA

Service Bridge Deck and Superstructure LD24 – Span 16

A006AB

Service Bridge

A006AC

Crane Rail Alignment Service Bridge

A006AD

Service Bridge LD24 - Span 16

A007 GENERAL ITEMS

A007AA Service Bridge Gusset Replacement 60 EA _ ___ ________

ABBREVIATIONS

JOB Job EA Each CY Cubic Yard

A007AB Service Bridge Rivet Replacement

a. First 100 each 100 EA _ ___ ________

b. All over 100 each 100 EA ____ _______

A007AC

Tainter Gate Rivet Replacement LD24 - Gates 1-16

a. First 1000 each 1000 EA _ ___ ________

b. All over 1000 each 4000 EA _ ___ ________

GRAND

TOTAL

EXHIBIT B

ORDERING PERIOD 2

(30 September 2024 - 29 September 2025)

B001 Mobilization and Demobilization 1 JOB _ ___ ________

B002 Interim Mobilization 4 EA ____ _______

B003 Interim Demobilization 4 EA ____ _______

B004 LOCK & DAM 24 – Items for each Bridge Column Replacement

B004AA Temporary Supporting of Bridge, B004AB Replacement of Service Bridge

B004AC Temporary Supporting of Bridge, B004AD Replacement of Service Bridge

B004AE Temporary Supporting of Bridge, B004AF Replacement of Service Bridge

B004AG Temporary Supporting of Bridge, B004AH Replacement of Service Bridge

B004AI Temporary Supporting of Bridge, B004AJ Replacement of Service Bridge

B004AK Temporary Supporting of Bridge, B004AL Replacement of Service Bridge

B004AM Temporary Supporting of Bridge, B004AN Replacement of Service Bridge

1 EA ____ _______

B004AO Field Demonstration of Service

B005 LOCK & DAM 24 – Items for each Span, Spans 1-15

B005AA

Service Bridge Deck and Superstructure, Tainter Gate Exterior and Interior

B005AB

Service Bridge

B005AC

Crane Rail Alignment Service Bridge

B005AD

Service Bridge

B005AE

of Chain Guide Assemblies and Connections, Pocket Wheels, Chains, Existing Side Seal Removal and Reinstallation

B005AF

Crack Repairs

B005AG

Bolted Cover Plate Installation

B005AH

Repair

B005AI

Repair

B005AJ

Plate Damage Repair

B005AK

Debris Deflector Installation

B005AL

Gate Member Replacement LD24 - Gates 1-15

B005AM

Gate Member Replacement LD24 - Gates 1-15

B005AN

Gate Member Replacement LD24 - Gates 1-15

B005AO

Gate Member Replacement LD24 - Gates 1-15

B005AP

Gate Member Replacement LD24 - Gates 1-15

B005AQ

Gate Member Replacement LD24 - Gates 1-15

B005AR

Gate Member Replacement LD24 - Gates 1-15

B005AS

Gate Member Replacement LD24 - Gates 1-15

B005AT

Gate Member Replacement LD24 - Gates 1-15

B005AU

Gate Member Replacement LD24 - Gates 1-15

B005AV

Gate Member Replacement LD24 - Gates 1-15

B005AW

Gate Member Replacement LD24 - Gates 1-15

B005AX

Gate Member Replacement LD24 - Gates 1-15

B005AY

Gate Member Replacement LD24 - Gates 1-15

A005AZ

Gate Member Replacement LD24 - Gates 1-15

B005BA

c. First 150 cubic yards 150 CY _ ___ ________

d. All over 150 cubic yards 150 CY _ ___ ________

B006 LOCK & DAM 24 – Items Each for Span 16

B006AA

Service Bridge Deck and Superstructure

B006AB

Service Bridge

B006AC

Crane Rail Alignment Service Bridge

B006AD

Service Bridge

EA Each

B007 GENERAL ITEMS

B007AA Service Bridge Gusset Replacement 60 EA _ ___ ________

B007AB Service Bridge Rivet Replacement

c. First 100 each 100 EA _ ___ ________

d. All over 100 each 100 EA ____ _______

B007AC

c. First 1000 each 1000 EA _ ___ ________

d. All over 1000 each 4000 EA _ ___ ________

CY Cubic Yard

EXHIBIT C

ORDERING PERIOD 3

(30 September 2025- 29 September 2026)

C001 Mobilization and Demobilization 1 JOB _ ___ ________

C002 Interim Mobilization 4 EA ____ _______

C003 Interim Demobilization 4 EA ____ _______

C004 LOCK & DAM 24 – Items for each Bridge Column Replacement

C004AA Temporary Supporting of Bridge, C004AB Replacement of Service Bridge

C004AC Temporary Supporting of Bridge, C004AD Replacement of Service Bridge

C004AE Temporary Supporting of Bridge, C004AF Replacement of Service Bridge

C004AG Temporary Supporting of Bridge, C004AH Replacement of Service Bridge

C004AI Temporary Supporting of Bridge, C004AJ Replacement of Service Bridge

C004AK Temporary Supporting of Bridge, C004AL Replacement of Service Bridge

C004AM Temporary Supporting of Bridge, C004AN Replacement of Service Bridge

1 EA ____ _______

C004AO Field Demonstration of Service

C005 LOCK & DAM 24 – Items for each Span, Spans 1-15

C005AA

Service Bridge Deck and Superstructure, Tainter Gate Exterior and Interior

C005AB

Service Bridge

C005AC

Crane Rail Alignment Service Bridge

C005AD

Service Bridge

C005AE

of Chain Guide Assemblies and Connections, Pocket Wheels, Chains, Existing Side Seal Removal and Reinstallation

C005AF

Crack Repairs

C005AG

Bolted Cover Plate Installation

C005AH

Repair

C005AI

Repair

C005AJ

Plate Damage Repair

C005AK

Debris Deflector Installation

C005AL

Gate Member Replacement LD24 - Gates 1-15

C005AM

Gate Member Replacement LD24 - Gates 1-15

C005AN

Gate Member Replacement LD24 - Gates 1-15

C005AO

Gate Member Replacement LD24 - Gates 1-15

C005AP

Gate Member Replacement LD24 - Gates 1-15

C005AQ

Gate Member Replacement LD24 - Gates 1-15

C005AR

Gate Member Replacement LD24 - Gates 1-15

C005AS

Gate Member Replacement LD24 - Gates 1-15

C005AT

Gate Member Replacement LD24 - Gates 1-15

C005AU

Gate Member Replacement LD24 - Gates 1-15

C005AV

Gate Member Replacement LD24 - Gates 1-15

C005AW

Gate Member Replacement LD24 - Gates 1-15

C005AX

Gate Member Replacement LD24 - Gates 1-15

C005AY

Gate Member Replacement LD24 - Gates 1-15

C005AZ

Gate Member Replacement LD24 - Gates 1-15

C005BA

e. First 150 cubic yards 150 CY _ ___ ________

f. All over 150 cubic yards 150 CY _ ___ ________

C006 LOCK & DAM 24 – Items Each for Span 16

C006AA

Service Bridge Deck and Superstructure

C006AB

Service Bridge

C006AC

Crane Rail Alignment Service Bridge

C006AD

Service Bridge

EA Each

C007 GENERAL ITEMS

C007AA Service Bridge Gusset Replacement 60 EA _ ___ ________

C007AB Service Bridge Rivet Replacement

e. First 100 each 100 EA _ ___ ________

f. All over 100 each 100 EA ____ _______

C007AC

e. First 1000 each 1000 EA _ ___ ________

f. All over 1000 each 4000 EA _ ___ ________

EXHIBIT D

ORDERING PERIOD 4

(30 September 2026- 29 September 2027)

D001 Mobilization and Demobilization 1 JOB _ ___ ________

D002 Interim Mobilization 4 EA ____ _______

D003 Interim Demobilization 4 EA ____ _______

D004 LOCK & DAM 24 – Items for each Bridge Column Replacement

D004AA Temporary Supporting of Bridge, D004AB Replacement of Service Bridge

D004AC Temporary Supporting of Bridge, D004AD Replacement of Service Bridge

D004AE Temporary Supporting of Bridge, D004AF Replacement of Service Bridge

D004AG Temporary Supporting of Bridge, D004AH Replacement of Service Bridge

D004AI Temporary Supporting of Bridge, D004AJ Replacement of Service Bridge

D004AK Temporary Supporting of Bridge, D004AL Replacement of Service Bridge

D004AM Temporary Supporting of Bridge, D004AN Replacement of Service Bridge

1 EA ____ _______

D004AO Field Demonstration of Service

D005 LOCK & DAM 24 – Items for each Span, Spans 1-15

D005AA

Service Bridge Deck and Superstructure, Tainter Gate Exterior and Interior

D005AB

Service Bridge

D005AC

Crane Rail Alignment Service Bridge

D005AD

Service Bridge

D005AE

of Chain Guide Assemblies and Connections, Pocket Wheels, Chains, Existing Side Seal Removal and Reinstallation

D005AF

Crack Repairs

D005AG

Bolted Cover Plate Installation

D005AH

Repair

D005AI

Repair

D005AJ

Plate Damage Repair

D005AK

Debris Deflector Installation

D005AL

Gate Member Replacement LD24 - Gates 1-15

D005AM

Gate Member Replacement LD24 - Gates 1-15

D005AN

Gate Member Replacement LD24 - Gates 1-15

D005AO

Gate Member Replacement LD24 - Gates 1-15

D005AP

Gate Member Replacement LD24 - Gates 1-15

D005AQ

Gate Member Replacement LD24 - Gates 1-15

D005AR

Gate Member Replacement LD24 - Gates 1-15

D005AS

Gate Member Replacement LD24 - Gates 1-15

D005AT

Gate Member Replacement LD24 - Gates 1-15

D005AU

Gate Member Replacement LD24 - Gates 1-15

D005AV

Gate Member Replacement LD24 - Gates 1-15

D005AW

Gate Member Replacement LD24 - Gates 1-15

D005AX

Gate Member Replacement LD24 - Gates 1-15

D005AY

Gate Member Replacement LD24 - Gates 1-15

D005AZ

Gate Member Replacement LD24 - Gates 1-15

D005BA

g. First 150 cubic yards 150 CY _ ___ ________

h. All over 150 cubic yards 150 CY _ ___ ________

D006 LOCK & DAM 24 – Items Each for Span 16

D006AA

Service Bridge Deck and Superstructure

D006AB

Service Bridge

D006AC

Crane Rail Alignment Service Bridge

D006AD

Service Bridge

EA Each

D007 GENERAL ITEMS

D007AA Service Bridge Gusset Replacement 60 EA _ ___ ________

D007AB Service Bridge Rivet Replacement

g. First 100 each 100 EA _ ___ ________

h. All over 100 each 100 EA ____ _______

D007AC

g. First 1000 each 1000 EA _ ___ ________

h. All over 1000 each 4000 EA _ ___ ________

EXHIBIT E

ORDERING PERIOD 5

(30 September 2027- 29 September 2028)

E001 Mobilization and Demobilization 1 JOB _ ___ ________

E002 Interim Mobilization 4 EA ____ _______

E003 Interim Demobilization 4 EA ____ _______

E004 LOCK & DAM 24 – Items for each Bridge Column Replacement

E004AA Temporary Supporting of Bridge, E004AB Replacement of Service Bridge

E004AC Temporary Supporting of Bridge, E004AD Replacement of Service Bridge

E004AE Temporary Supporting of Bridge, E004AF Replacement of Service Bridge

E004AG Temporary Supporting of Bridge, E004AH Replacement of Service Bridge

E004AI Temporary Supporting of Bridge, E004AJ Replacement of Service Bridge

E004AK Temporary Supporting of Bridge, E004AL Replacement of Service Bridge

E004AM Temporary Supporting of Bridge, E004AN Replacement of Service Bridge

1 EA ____ _______

E004AO Field Demonstration of Service

E005 LOCK & DAM 24 – Items for each Span, Spans 1-15

E005AA

Service Bridge Deck and Superstructure, Tainter Gate Exterior and Interior

E005AB

Service Bridge

E005AC

Crane Rail Alignment Service Bridge

E005AD

Service Bridge

E005AE

of Chain Guide Assemblies and Connections, Pocket Wheels, Chains, Existing Side Seal Removal and Reinstallation

E005AF

Crack Repairs

E005AG

Bolted Cover Plate Installation

E005AH

Repair

E005AI

Repair

E005AJ

Plate Damage Repair

E005AK

Debris Deflector Installation

E005AL

Gate Member Replacement LD24 - Gates 1-15

E005AM

Gate Member Replacement LD24 - Gates 1-15

E005AN

Gate Member Replacement LD24 - Gates 1-15

E005AO

Gate Member Replacement LD24 - Gates 1-15

E005AP

Gate Member Replacement LD24 - Gates 1-15

E005AQ

Gate Member Replacement LD24 - Gates 1-15

E005AR

Gate Member Replacement LD24 - Gates 1-15

E005AS

Gate Member Replacement LD24 - Gates 1-15

E005AT

Gate Member Replacement LD24 - Gates 1-15

E005AU

Gate Member Replacement LD24 - Gates 1-15

E005AV

Gate Member Replacement LD24 - Gates 1-15

E005AW

Gate Member Replacement LD24 - Gates 1-15

E005AX

Gate Member Replacement LD24 - Gates 1-15

E005AY

Gate Member Replacement LD24 - Gates 1-15

E005AZ

Gate Member Replacement LD24 - Gates 1-15

E005BA

i. First 150 cubic yards 150 CY _ ___ ________

j. All over 150 cubic yards 150 CY _ ___ ________

E006 LOCK & DAM 24 – Items Each for Span 16

E006AA

Service Bridge Deck and Superstructure

E006AB

Service Bridge

E006AC

Crane Rail Alignment Service Bridge

E006AD

Service Bridge

EA Each

E007 GENERAL ITEMS

E007AA Service Bridge Gusset Replacement 60 EA _ ___ ________

E007AB Service Bridge Rivet Replacement

i. First 100 each 100 EA _ ___ ________

j. All over 100 each 100 EA ____ _______

E007AC

i. First 1000 each 1000 EA _ ___ ________

j. All over 1000 each 4000 EA _ ___ ________

BIDDING SCHEDULE NOTES

1. All quantities shown on the BIDDING SCHEDULE are estimated quantities except when the unit is shown as job "JOB".

2. When bids are solicited on a unit price basis, bidders shall insert in the spaces provided therefore in the SCHEDULE both the "unit price" and the "estimated amount" resulting from applying the said unit price to the estimated quantity shown. In event the bidder quotes only a total price ("estimated amount") in its bid and fails to quote the unit price, the Government will determine such unit price by dividing the total price quoted by the quantity of the item set out in the SCHEDULE. The bidder agrees that the unit price so determined shall be used for the purpose of bid evaluation, award and all payments to the Contractor including final payment.

3. All extensions of the unit prices shown will be subject to verification by the Government. In case of variation between the unit price and the extension, the unit price will be considered to be the bid and the extension will be corrected accordingly.

4. If a modification to a bid based on unit prices is submitted, which provides for a total adjustment to the total estimated cost, the application of the total adjustment to each unit price in the bid schedule must be stated. If it is not stated, the bidder agrees that the total adjustment shall be applied on a pro rata basis to every unit price in the bid schedule.

5. Bidders are required to bid on all items listed on the Bidding Schedule in addition to inserting a total quoted bid in the appropriate space provided. Failure to do so will be considered good cause to disqualify the bid.

Section 00 10 00 - Solicitation

AFARS CLAUSE

5152.211-9000 EVALUATION OF SUBLINE ITEMS (DEC 2019)

Item No. 0005BA, 0007AB and 0007AC are subdivided into two or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its sub-items.

(End of provision)

ITEM NO SUPPLIES/SERVICES MAX

QUANTITY

UNIT UNIT PRICE MAX AMOUNT

0001 UNDEFINED Job LD24 Pier Rehab/Structural Column Repair

FFP

Bidding Schedule EXHIBIT A - Ordering Period 1 EXHIBIT B - Ordering Period 2 EXHIBIT C - Ordering Period 3 EXHIBIT D - Ordering Period 4 EXHIBIT E - Ordering Period 5 FOB: Destination

MAX

NET AMT

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 POP 30-SEP-2023 TO

29-SEP-2028

N/A CONSTRUCTION BRANCH

TONY JONES

1222 SPRUCE STREET

ST. LOUIS MO 63103-2833

314-331-8130 FOB: Destination

966402

CLAUSES INCORPORATED BY REFERENCE

52.204-7 System for Award Management OCT 2018 52.204-8 Annual Representations and Certifications MAR 2023 52.204-16 Commercial and Government Entity Code Reporting AUG 2020 52.209-7 Information Regarding Responsibility Matters OCT 2018 52.242-13 Bankruptcy JUL 1995 252.204-7008 Compliance With Safeguarding Covered Defense Information

Controls

OCT 2016

252.204-7016 Covered Defense Telecommunications Equipment or Services -- Representation

DEC 2019

252.204-7017 Prohibition on the Acquisition of Covered Defense Telecommunications Equipment or Services -- Representation

MAY 2021

252.204-7018 Prohibition on the Acquisition of Covered Defense Telecommunications Equipment or Services

JAN 2023

252.204-7019 Notice of NIST SP 800-171 DoD Assessment Requirements MAR 2022

CLAUSES INCORPORATED BY FULL TEXT

52.216-1 TYPE OF CONTRACT (APR 1984)

The Government contemplates award of a firm-fixed-price “Single Award Task Order Contract (SATOC)” contract resulting from this solicitation.

52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL

EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

(a) The offeror's attention is called to the Equal Opportunity clause and the Affirmative Action Compliance Requirements for Construction clause of this solicitation.

(b) The goals for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows:

Goals for minority participation for each trade

Goals for female participation for each trade

3.1 6.9

These goals are applicable to all the Contractor's construction work performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, the Contractor shall apply the goals established for the geographical area where the work is actually performed. Goals are published periodically in the Federal Register in notice form, and these notices may be obtained from any Office of Federal Contract Compliance Programs office.

(c) The Contractor's compliance with Executive Order 11246, as amended, and the regulations in 41 CFR 60-4 shall be based on (1) its implementation of the Equal Opportunity clause, (2) specific affirmative action obligations required by the clause entitled "Affirmative Action Compliance Requirements for Construction,'' and (3) its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade. The Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor, or from project to project, for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, Executive Order 11246, as amended, and the regulations in 41 CFR 60-4. Compliance with the goals will be measured against the total work hours performed.

(d) The Contractor shall provide written notification to the Deputy Assistant Secretary for Federal Contract Compliance, U.S. Department of Labor, within 10 working days following award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the --

(1) Name, address, and telephone number of the subcontractor;

(2) Employer's identification number of the subcontractor;

(3) Estimated dollar amount of the subcontract;

(4) Estimated starting and completion dates of the subcontract; and

(5) Geographical area in which the subcontract is to be performed.

(e) As used in this Notice, and in any contract resulting from this solicitation, the "covered area" is Missouri, Pike County.

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) – ALTERNATE I (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) An organized site visit has been scheduled for-- July 6, 2023 at 10:00 a.m CST POC: Kyle Wiseman 314-399-0759

(c) Participants will meet at-- 350 North 1st Street Clarksville, MO 63336

Section 00 21 16 - Instructions to Proposers

INSTEUCTIONS TO PROPOSERS

Section 00 21 16 – Instruction to Proposers

PROPOSAL SUBMISSION INSTRUCTIONS, CONDITIONS, AND

NOTICES TO OFFERORS

A. GENERAL INFORMATION

This solicitation is for Lock and Dam 24 Service Bridge and Tainter Gate Rehab (Pier Rehab) for the U.S. Army Corps of Engineers (USACE), Mississippi Valley Division (MVD), St. Louis District (MVS).

USACE intends to conduct this acquisition using Competitive Source Selection Procedures in accordance with provisions set forth in the solicitation and FAR Part 15.

The Government intends to award a Firm Fixed Price (FFP) Indefinite Delivery Indefinite Quantity (IDIQ) Single Award Task Order Contract (SATOC) with an ordering period of 5 years from date of award. Task Orders awarded under this IDIQ will be Firm-Fixed Price (FFP).

This solicitation is for unrestricted or full and open competition. The Government intends to award (1) one contract to the offeror whose proposal is determined to be the best value to the Government, in accordance with FAR 15.101-1 and FAR Subpart 15.3.

All solicitation documents and amendments will be made available for viewing in the System for Award Management (“SAM”) (https://sam.gov). It shall be the offeror’s responsibility to check the website for any amendments.

The North American Industry Classification System (NAICS) code for this acquisition is 237990 for Other Heavy and Civil Engineering Construction, with a small business size standard of $45,000,000.

This solicitation does not commit the Government to reimburse any costs incurred in the preparation and submission of a proposal or for any other costs incurred by any offeror submitting a proposal in response to the solicitation. Note specifically that the offeror will not be participating in a sealed bid procurement process under this acquisition method.

Issuance of this solicitation does not constitute an award commitment on the part of the Government.

Proposals must set forth full, accurate, and complete information as required by this solicitation. The penalty for making false statements is prescribed in 18 U.S.C. 1001.

B. DEFINITIONS

1. Offeror – means a company, teaming arrangement, or joint venture (JV) seeking to do business with the Government that submits a proposal in response to this solicitation.

2. Proposal – documentation prepared by the offeror and submitted to the Government for evaluation purposes in response to this solicitation.

3. Government – means the U.S. Army Corps of Engineers, St. Louis District.

C. SITE VISIT

See FAR Clause 52.236-27 in Solicitation for Site Visit information.

It is strongly encouraged for interested offerors to attend the site visit to understand the full scope of this requirement and for familiarity of the facility to assist in providing a proposal.

D. INQUIRIES

Prospective offerors should submit inquiries related to this solicitation in Projnet no later than: 10:00 AM CST, 11 July 2023. All questions will be submitted in Projnet.

Telephone inquiries will not be accepted.

PROJNET INQUIRIES INSTRUCTIONS:

To submit and review inquiry items, prospective vendors will need to use the Bidder Inquiry Key presented below and follow the instructions listed below the key for access.

A prospective vendor who submits a comment /question will receive an acknowledgement of their comment/question via email. Another email to the same address will notify the prospective vendor once the reply is available for viewing.

NOTES:

Offerors shall not include identifying information in any submitted inquiry.

Offerors shall only submit one question per inquiry. Inquiries containing multiple questions may be rejected.

Offerors are requested to review the specification in its entirety, review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

The Bidder Inquiry Key is: ITF3Y8-TBE5D6

Specific Instructions for ProjNet Bid Inquiry Access:

1. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

2. Identify the Agency. This should be marked as USACE.

3. Key. Enter the Bidder Inquiry Key listed above.

4. Email. Enter the email address you would like to use for communication

5. Click Continue. A page will then open saying that a user account was not found and will ask you to create one using the provided form.

6. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.

7. Click Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.

Specific Instructions for Future ProjNet Bid Inquiry Access:

1. For future access to ProjNet, you will not be provided any type of password.

You will utilize your Secret Question and Secret Answer to log in.

2. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

3. Identify the Agency. This should be marked as USACE.

4. Key. Enter the Bidder Inquiry Key listed above.

5. Email. Enter the email address you used to register previously in ProjNet.

6. Click Continue. A page will then open asking you to enter the answer to your Secret Question.

7. Enter your Secret Answer and click Login. Once this is completed you are now logged into the system.

The call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). The telephone number for the Call Center is 800-428-HELP.

Please include in the subject line of your inquiry email the solicitation number and project title.

Oral explanations or instructions are not binding. Any information given to an Offeror which impacts the solicitation and/or proposal will be given in the form of a written amendment to the solicitation.

As this is a Subjective Best Value Trade-Off Request for Proposal, there is no public bid opening, and no information will be given out as to the number of offerors or the results of the competition until award is made.

E. DIRECTIONS FOR SUBMITTING PROPOSALS

Only electronic proposals, and their applicable modifications or cancellations, will be accepted. All proposals must be in the possession of the Contracting Office no later than the date and time specified below. Proposals submitted after the specified date and time will not be evaluated.

Proposals may be withdrawn by email. Any electronic notice to withdraw an offer sent to this office must be received by email designated in the solicitation for receipt of offers no later than the exact date and time set for receipt of proposals.

Solicitation Number: W912P923R0023

Proposal Closing Date: 27 July 2023

Proposal Closing Time: 10:00 AM CST

Proposals shall be submitted electronically, as set forth below. Hand carried proposals will not be accepted. Proposal shall be submitted to Angie Grimes, at Angie.L.Grimes@usace.army.mil. After receipt, she will send a receipt confirmation email. If you need to send multiple emails for your proposal, due to the size of the documents, please number the emails in the subject line (Example: 1 of 3, 2 of 3, and 3 of 3).

F. PROPOSAL SUBMISSION REQUIREMENTS AND INSTRUCTIONS

1. GENERAL INSTRUCTIONS

a. Submit only the documents specifically required in this section. Do not submit excess information, to include audio-visual materials, electronic media, etc.

b. References to “Confidential” projects cannot be submitted to demonstrate capability unless all of the information required for evaluation as specified herein can be provided to the Government as part of the Offeror’s technical proposal. Offerors that include in their proposals information that they do not want disclosed to the public for any purpose, or used by the Government except for evaluation purposes, must be clearly marked in accordance with the instructions at FAR 52.215-1, “Instructions to Offerors— Competitive Acquisition”, paragraph (e), “Restriction on disclosure and use of data”.

c. Offerors are cautioned that “parroting” of the technical requirements or the Scope of Work (SOW) with a statement of intent to perform does not reflect an understanding of the requirement or capability to perform. Offerors are responsible for including sufficient details to permit a complete and accurate evaluation of each proposal. Proprietary information shall be clearly marked.

d. The following volumes of material shall be submitted:

Volume Maximum Pages

Volume I – Technical Proposal 35 Factor 1 – Technical Approach 20 Factor 2 – Past Performance 15

Volume II – Small Business Participation 15 Factor 3 – Small Business Participation Commitment, and Subcontracting Plan

Volume III – Price Proposal & Administrative Submission N/A Factor 4 – Bid Schedule, Solicitation, Offer and Award Documents, Amendments, and Representations & Certifications

NOTE: Proposals that exceed the maximum page limitations will only be partially evaluated; all pages past the maximum page limit as the pages appear in the proposal will not be evaluated. The proposal cover sheet, PPQs/CPARS and Joint Venture Agreements/Teaming Arrangements/Subcontractor Consents will not be counted toward page count.

Factor 1 and Factor 2 are equally important, and each are more important than Factor 3. Factor 1, 2, and 3, when combined, are significantly more important than Factor 4.

e. The proposal cover sheet shall be used as the first page of the proposal submission. The following information shall be included on the proposal cover sheet:

2. PROPOSAL FILES

a. Format. Pages shall use the following setup parameters:

i. Margins: Top, Bottom, Left, Right – 1”

ii. Gutter: 0”

iii. Header, Footer: 0.5” from edge

iv. Page Size: 8.5” x 11”

v. Font: 12-point minimum font size, and Arial or New Times Roman font

vi. All pages must be numbered

vii. Tables and illustrations may use a reduced font size no less than 8-point and may be landscape

viii. Spacing: single spaced. Each paragraph shall be separated by at least one blank line.

b. Files and Labeling. Each volume shall be submitted in a separate file. Do not mix contents of Volume I (Technical) and Volume II (Small Business

PROPOSAL COVER SHEET

1. Solicitation Number:

2. The name, address, and telephone and facsimile numbers of the Offeror (and electronic address if available):

3. A statement specifying the extent of agreement with all terms, conditions, and provisions included in the solicitation and agreement to furnish any or all items upon which prices are offered at the price set opposite each item. NOTE: Any exceptions in the technical or cost/price proposal or exceptions inherent in Offeror’s standard terms and conditions should be resolved with the Government prior to proposal submission.

4. Names, titles, and telephone and facsimile numbers (and electronic addresses if (available) of persons authorized to negotiate on the Offeror’s behalf with the Government in connection with this solicitation:

5. Name, title, and signature of person authorized to sign the proposal. Proposals signed by an agent shall be accompanied by evidence of that agent’s authority, unless that evidence has been previously furnished to the issuing office.

6. Offeror’s UEI, CAGE Code and Tax Identification Number

Participation) with Volume III (Price) in the same file. Each volume shall include, as a minimum, the following:

i. Volume Title Page shall include the volume number, title, and offeror’s identification, and be the first page of each volume;

ii. The prime, consortium, or joint venture’s name, address, telephone number, and email address on the proposal cover, each volume title page, and table of contents;

iii. Table of contents and a cross-reference to the solicitation paragraphs;

iv. List of tables/figures; and

v. Volume number, factor, solicitation number, and date proposal submitted in either the header or the footer of each page (along with the revision number for the amended page, if applicable).

vi. Proposal volume cover format is at the offeror’s discretion, so long as the information required by this paragraph and subsequent paragraphs are met.

c. Page count. Pages furnished for organizational purposes only, including cover pages, table of contents, title pages, or divider tabs, are not included in the page limitation. Pages over the maximum allowed as the pages appear in the proposal will not be evaluated by the Government. Past Performance Questionnaires (PPQ) and Joint Venture Agreements/Teaming Arrangements/Subcontractor Consents and CPARS evaluations are not considered in the page limitations.

d. Foldouts (electronic). Documents for drawings or schedules can be standard foldout size. (e.g., 11” x 14” or 11” x 17”).

e. Digital Copy Format. Files shall be in PDF format. Self-extracting .exe files are not acceptable and will not be considered.

f. Content. All proposals shall contain the information required by paragraph J.

Proposal Content Requirements. Material not included with the proposal will NOT be evaluated. Offerors are cautioned that any material incorporated by reference will not be evaluated. The use of hyperlinks in proposals is prohibited.

i. Offerors shall submit their proposals in a format described in paragraph F.

2. Proposal Files, and that addresses each identified factor and in the exact order that the factors are presented in this solicitation.

ii. Offerors must clearly mark as proprietary any data contained in the proposal that it does not want disclosed by the Government. Portions of the selected proposal(s) will be incorporated into the contract and are subject to disclosure notwithstanding restrictive markings.

iii. The offeror’s proposal shall consist of three (3) separate volumes. Each volume shall be submitted as a separate file.

iv. The title page of each separate volume/file (Volume I – Technical;

Volume II – Small Business Participation; Volume III - Price) must be clearly marked to indicate its contents and the identity of the offeror.

v. Volume I shall not contain any dollar amounts from Volume II and III.

vi. All information intended to be evaluated as part of the Technical Proposal must be submitted as part of the Technical Proposal. Do not cross-reference similar material in the Price Proposal, or vice versa.

vii. Do not include links to websites in lieu of incorporating information into your proposal.

viii. Do not attempt to modify the terms and conditions of the solicitation in the technical proposal or add conditions or qualifications to your proposal.

Should the offeror include terms and conditions that conflict with the terms and conditions of the Solicitation, the proposal may be determined “unacceptable” and thus ineligible for award. Any questions related to specific terms and conditions contained within the solicitation should be resolved prior to submission for the proposal. Notwithstanding the above, the offeror must clearly describe on the Proposal Cover Page submitted with the proposal any modifications to the contractual and/or technical terms and conditions of the solicitation contained in the proposal.

ix. The Government will not make assumptions concerning intent, capabilities, or experience of offerors. Complete proposals shall meet the basic requirements identified in the Solicitation. Incomplete proposals or proposals lacking minimum required detail may result in an offering being rated less favorably for that factor and/or excluded from the competitive range.

3. REQUIRED REGISTRATIONS: Offerors must have and maintain an active registration in the following databases:

a. System for Award Management (SAM): Offerors must have and maintain an active registration in the SAM database at https://www.sam.gov/portal/public/SAM/ to be eligible for a Government contract award. If the offeror is a Joint Venture (JV), the JV entity must have a valid SAM registration in the SAM database representing the JV as one business/firm/entity. If at the time of award an offeror is not actively and successfully registered in the SAM database, the Government reserves the right to award to the next prospective offeror.

b. On-Line Representations & Certifications: Offerors shall complete electronic representations and certifications at https://www.sam.gov/portal/public/SAM/ in conjunction with required registration in the SAM database.

G. INSTRUCTIONS FOR SUBMISSION OF JOINT VENTURE AGREEMENTS

1. If the Offeror proposes the combining of two (2) or more companies, known as a Joint Venture (JV), for the purpose of this RFP, the JV will be evaluated as a single Offeror. A Joint Venture (JV) offeror must submit with its technical proposal a copy of the joint venture agreement upon which the JV organization has been established. The JV Agreement must indicate that the JV is in existence as of the date and time that proposals are due to be submitted; or, alternatively, that the JV will automatically take legal effect immediately upon notification to the JV of contract award.

2. The JV Agreement must be signed by a representative of each Joint Venture partner who has the requisite authority to bind the partner to the agreement, with the chief executive of each entity identified.

3. To be acceptable to the Government, the joint venture agreement must clearly state within its terms that each member of the Joint Venture is jointly and severally liable for all of the obligations of the Joint Venture itself with respect to completion of all work and services under the contract expected to result from the Solicitation.

4. The terms of the Joint Venture must detail, in terms of percentages, where appropriate, the relationship of the Joint Venture parties in terms of business ownership, capital contribution, and profit distribution or loss sharing.

5. Additionally, the joint venture agreement must specify who among the joint venture partners is authorized to sign the Solicitation's Standard Form 1442, acknowledge the amendments to the Solicitation, if any, and bind the entire Joint Venture to its obligations under any contract which may result from the Solicitation.

6. In accordance with FAR 4.1102(a), the JV entity must have a valid SAM registration in the SAM database representing the JV as one business/firm/entity at the time of proposal submission.

H. SUB-CONTRACTORS

1. If an offeror wishes to be evaluated on the past performance experience of a Sub-Contractor, including a firm that is a proposed Sub-Contractor to the prime

Contractor or a Joint Venture partner, the offeror must submit a subcontractor consent, signed by the Sub-Contractor (Appendix C).

2. Include signed subcontractor consent in Volume I, Factor 2 Past Performance.

3. For purposes of this Solicitation, such a Sub-Contractor shall be considered to be a “qualified Sub- Contractor.”

I. TEAMING ARRANGEMENTS

If a contractor wishes to be evaluated based on the experience or past performance from a teaming arrangement with another business, provide the complete information on the arrangement, to include any relevant and recent past/present performance information on previous teaming arrangements with same partner. In order for a team member’s experience or past performance to be considered relevant, the team member’s role on the project must be clearly defined. Each team member must perform significant and critical aspects of the requirement. The proposal shall describe the nature of each entity’s relationship and their role on this project as a part of their proposal. The Offeror will be expected to maintain that arrangement during performance of any contract awarded to that Offeror under this solicitation. The proposal shall also show the estimated percentage of work to be completed by each team member submitted for the solicitation.

J. PROPOSAL CONTENT REQUIRMENTS

VOLUME I – TECHNICAL PROPOSAL

TAB CONTENTS OF VOLUME

Volume I – Technical Proposal

A Factor 1 – Technical Approach B Factor 2 – Past Performance

TAB A: FACTOR 1 – Technical Approach

Key Positions:

Offeror shall submit the minimum qualifications the company requires for each key position, including required education, specialized experience, and certifications. Offeror shall NOT submit employee resumes.

Key positions shall include, at a minimum, the following: Contractor Quality Control Manager (CQC); Specialized Positions to assist the CQC System Manager for areas in Electrical, Mechanical, Structural, and Architectural; Site Superintendent; Project Manager; and Site Safety and Health Officer as defined in the EM385-1-1. The organization chart shall also include the Quality Control and Safety Teams including their relationship and reporting within the overall organization. Offeror shall provide minimum qualifications the company requires for each key position included. This includes required education, specialized experience, and certifications. In addition, offerors may provide specialized positions to assist management team.

Work Management Plan:

1. Offeror shall submit an anticipated schedule of work indicating the critical path for accomplishment of all definable features of work during typical work hours per the order and coordination of work.

2. Offeror shall submit a narrative to explain the contractor’s means and methods for performing the work required for this project. The narrative should include number of workers, required shifts, schedule of activities, required equipment, critical path elements, anticipated risk, anticipated downtime, and anticipated lead time for materials for full completion of the contract work. The narrative shall be specific to this solicitation project and address the manner in which they will accomplish the construction. The following items should be addressed in the narrative:

Coordination with the Government to allow for simultaneous work.

Detailed information on the floating plant including the floating plant crane that will be utilized for the work, include determination on the final size for the floating plant crane.

Maintaining continuous work throughout the project. Show knowledge of workflow to maximize efficiency.

Plan for bulkhead…

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