W912PL-17-R-0046_Amendment0003_Specifications.pdf

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SANTA ANA MAINSTEM, LOWER SANTA ANA RIVER CHANNEL, REACH 9-BNSF RAILROAD BRIDGE PROTECTION, RIVERSIDE COUNTY, CALIFORNIA
Solicitation number
W912PL-17-R-0046
Issued by

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Amendment 0003 - Specifications

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPIRATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc. ) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION ( Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

1 304

0003 Jul 27, 2017

W912PL

USACE, Los Angeles District 915 Wilshire Boulevard, Suite 930 Los Angeles, California 90017-3401 Attn:Contracting Division CESPL-CT-W

SEE ITEM 6

W912PL-17-R-0046

Jun 30, 2017

Santa Ana River Mainstem, Lower Santa Ana River Reach 9, BNSF Railroad Bridge Protection, Riverside County, California.

Amendment issued to revise and provide the following sections to the above-referenced solicitation: see continuation page

INSTRUCTIONS

Instructions for items other than those that are self-explanatory, are as follows:

Item 1 (Contract ID Code) . Insert the contract type identification code that appears in the title block of the contract being modified.

Item 3 (Effective date) .

(1)

(2)

(3)

(4)

(5)

For a solicitation amendment, change order, or administrative change, the effective date shall be the issue date of the amendment, change order, or administrative change.

For a supplemental agreement, the effective date shall be the date agreed to by the contracting parties.

For a modification issued as an initial or confirming notice of termination for the convenience of the Government, the effective date and the modification number of the confirming notice shall be the same as the effective date and modification number of the initial notice.

For a modification converting a termination for default to a termination for the convenience of the Government, the effective date shall be the same as the effective date of the termination for default.

For a modification confirming the contacting officer's determination of the amount due in settlement of a contract termination, the effective date shall be the same as the effective date of the initial decision.

(a)

(b)

(c)

(d)

(e)

(f)

Item 6 (Issued By) . Insert the name and address of the issuing office. If applicable, insert the appropriate issuing office code in the code block.

Item 8 (Name and Address of Contractor) . For modifications to a contract or order, enter the contractor's name, address, and code as shown in the original contract or order, unless changed by this or a previous modification.

Item 9, (Amendment of Solicitation No. - Dated), and 10, (Modification of Contract/Order No. - Dated ). Check the appropriate box and in the corresponding blanks insert the number and date of the original solicitation, contract, or order.

Item 12 (Accounting and Appropriation Data) .

When appropriate, indicate the impact of the modification on each affected accounting classification by inserting one of the following entries.

(2) Accounting classification Net decrease $

Include subject matter or short title of solicitation/contract where feasible.

Item 16B . The contracting officer's signature is not required on solicitation amendments. The contracting offier's signature is normally affixed last on supplemental agreements.

(i)

NOTE: If there are changes to multiple accounting classifications that cannot be placed in block 12, insert an asterisk and the words "See continuation sheet".

Item 13 . Check the appropriate box to indicate the type of modification. Insert in the corresponding blank the authority under which the modification is issued. Check whether or not contractor must sign this document. (See FAR 43.103.)

Item 14 (Description of Amendment/Modification) .

Organize amendments or modifications under the appropriate Uniform Contract Format (UCF) section headings from the applicable solicitation or contract. The UCF table of contents, however, shall not be set forth in this document Indicate the impact of the modification on the overall total contract price by inserting one of the following entries:

Total contract price increased by $

Total contract price decreased by $

Total contract price unchanged.

State reason for modification.

When removing, reinstating, or adding funds, identify the contract items and accounting classifications.

When the SF 30 is used to reflect a determination by the contracting officer of the amount due in settlement of a contract terminated for the convenience of the Government, the entry in Item 14 of the modification may be limited to --

A reference to the letter determination; and

A statement of the net amount determined to be due in settlement of the contract.

(g)

(h)

(i)

(ii)

(1)

(2)

(3)

(4)

(5)

(6)

(i)

(ii)

(iii)

STANDARD FORM 30 (REV. 10-83) BACK

(1) Accounting classification Net increase $

BNSF Railroad Bridge Protection Riverside County, California W912PL-17-R-0046

SF 30 CONTINUATION PAGE 1

27 July 2017 Amendment 0003

SF 30 BLOCK 14 CONTINUATION

SUMMARY OF CHANGES

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

Section Number Section Title

SF 1442 SOLICITATION, OFFER, AND AWARD

00 10 00 CONTRACT LINE ITEM PRICING SCHEDULE

00 22 00 SUPPLEMENTARY INSTRUCTIONS

00 73 00 SUPPLEMENTARY CONDITIONS

DIVISION 01 – 48 - TECHNICAL SPECIFICATIONS

Section Number Section Title

01 11 00 SUMMARY OF WORK

01 22 00 PRICE AND PAYMENT PROCEDURES

SUBMITTAL REGISTER

01 45 00.00 10 QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

31 66 16.46 SLURRY DIAPHRAGM FOUNDATION WALLS

31 68 13 SOIL AND ROCK ANCHORS

32 31 13 FENCES AND GATES

ATTACHMENT 1 GREEN RIVER GOLF CLUB ACCESS DRIVEWAY KNUCKLE FILL

EXTENSION AND ALISO CREEK BRIDGE

DRAWINGS

Sheet Number

Sheet Title File Number

T-2A INDEXT TO CONTRACT DRAWINGS 239/3732 REV. C

T-2B INDEX TO CONTRACT DRAWINGS 239/3733 REV. C

C-W4 WEST SIDE DRAINAGE DETAILS 239/3761 REV. B

C-RE1 MOBILE HOME PARK LEVEE ACCESS ROAD PLAN

AND PROFILE

239/3774 REV. A

L-09 PERMANENT IRRIGATION LEGEND AND NOTES

CONTRACT OPTION

239/3821 REV. A

L-10 PERMANENT IRRIGATION PLAN CONTRACT OPTION

239/3822 REV. A

L-12 PERMANENT IRRIGATION PLAN CONTRACT OPTION

239/3825 REV. A

L-13 PERMANENT IRRIGATION PLAN CONTRACT OPTION

239/3825 REV. A

Riverside County, California W912PL-17-R-0046

SF 30 CONTINUATION PAGE 2

27 July 2017 Amendment 0003

DRAWINGS (CONT.)

Sheet Number

Sheet Title File Number

L-15 PERMANENT IRRIGATON DETAILS CONTRACT

OPTION 2 OF 2

239/3827 REV. A

M-9 SURVEY MONUMENT, STATION MARKER AND

MISCELLANEOUS DETAILS

239/3836 REV. A

ALISO CREEK BRIDGE CONTRACT OPTION 239/2909 REV. B

KNUCKLE FILL EXTENSION CONTRACT OPTION 239/2995 REV. B

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NUMBER 2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

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

4. CONTRACT NUMBER 5. REQUISITION/PURCHASE REQUEST NUMBER 6. PROJECT NUMBER

7. ISSUED BY CODE 8. ADDRESS OFFER TO

9. FOR INFORMATION CALL

A. NAME B. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

SOLICITATION

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

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date):

11. The Contractor shall begin performance within calendar days and complete it within calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable. (See .)

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

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

12B. CALENDAR DAYS

YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and copies to perform the work required are due at the place specified in Item 8 by (hour) local time (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror’s name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is, is not required.

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

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

NSN 7540-01-155-3212

Designed using Perform Pro, WHS/DIOR, Oct 96

1442-103 STANDARD FORM 1442 (REV. 4-85) (EG)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d)

W912PL-17-R-0046

X

30 JUNE 2017 1 OF 2

USACE, Los Angeles District Contracting Division, West Region Branch 915 Wilshire Blvd Los Angeles, CA 90017

See Item 7

Michael G. Robinson 213.452.3311

Santa Ana River Mainstem, Lower Santa Ana River - BNSF Railroad Bridge Protection, Riverside County, California.

The project consists of constructing slurry concrete diaphragm walls for scour protection of the BNSF Railroad Bridge just downstream of Prado Dam on the Santa Ana River, Corona, CA. The design incorporates diaphragm walls to protect the bridge piers and abutments from long-term and localized scour with hydromill deep foundation trench excavation techniques to facilitate construction. Diaphragm walls around the existing piers will be 3' thick and varies from 32' to 47' deep. The abutment protection diaphragm walls will be 4' thick and varies from 34' to 92' deep. The deeper walls will need to be constructed under the RR bridge with approx. 25' vertical clearance. The bridge piers will also be protected with pier nose extension CIP walls up to 44' high built on new steel pile foundation. This construction contract is estimated to be between $25,000,000 and $100,000,000.

This an UNRESTRICTED procurement and will be conducted under NAICS Code: 237990, Other Heavy and Civil Engineering Construction. The size standard for this code is $36,500,000. Contract Clause No. FAR 52.219-4, entitled, Price Evaluation Preference for HUBZone Small Business Concerns will be applied to this procurement.

The acquisition will use FAR Part 15 Contract by Negotiation procedures for award. All offerors are advised that this project may be delayed, cancelled or revised at any time during the solicitation, selection, evaluation, negotiation and/or final award process.

10 * 00 73 00

X X *Section 00 73 00

X 10

5 2 PM

14 August 2017 x

AMENDMENT 0003

OFFER (Must be fully completed by offeror)

STANDARD FORM 1442 BACK (REV. 4-85)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NUMBER (Include area code)

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

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within calendar days after the date offers are due. (Insert any number equal or greater than the minimum requirement stated in 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS

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

19. ACKNOWLEDGEMENT 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) 20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24.SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

26. ADMINISTERED BY 27. PAYMENT WILL BE MADE BYCODE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return copies to the issuing office.) Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and

(c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD. (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN

(Type or print)

30B. SIGNATURE 30C. DATE

31A. NAME OF CONTRACTING OFFICER (Type or print)

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

BY

DUNS NO.: TAX ID NO.:

CAGE CODE NO.:

( ) - ; FAX ( ) -

REFER TO SECTION 00 10 00 SOLICITATION, CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE

USACE Los Angeles District Santa Ana Dams Resident Office 2493 Pomona-Rincon Road Corona, CA 92880-6982

USACE, Finance Center

ATTN: CEFCO-AO-D

5722 Integrity Drive Millington, TN 38054-5005

W912PL-17-R-0046BNSF Railroad Bridge Protection Riverside County, California

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

SF-1442 Am2 Am3

00 01 05 CERTIFICATION PAGE

00 10 00 BIDDING SCHEDULE Am1 Am2 Am3

00 21 16 INSTRUCTIONS TO PROPOSERS

00 22 00 SUPPLEMENTARY INSTRUCTIONS Am2 Am3

00 22 16 SUPPLEMENTARY INSTRUCTIONS TO PROPOSERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 70 00 CONDITIONS OF THE CONTRACT Am1 00 73 00 SUPPLEMENTARY CONDITIONS Am1 Am2 Am3 00 73 16 DISTRICT INSURANCE REQUIREMENTS Am1 00 73 46 DAVIS BACON WAGE DETERMINATIONS Am1

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK Am1 Am2 Am3

01 22 00 PRICE AND PAYMENT PROCEDURES Am1 Am2 Am3

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL Am2 Am3

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS Am2 Am3 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS Am1 Am2 01 57 30 DEWATERING AND DIVERSION AND CONTROL OF WATER Am1 Am2

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 20 00.00 10 CONCRETE REINFORCING

03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

03 31 02 CONCRETE FOR SLURRY DIAPHRAGM FOUNDATION WALLS

03 36 00 GROUTING STONE PROTECTION

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 50 14 STRUCTURAL METAL FABRICATIONS

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK Am2 31 03 00 GEOTECHNICAL INSTRUMENTATION AND MONITORING Am1 Am2

31 05 22 GEOTEXTILES USED AS FILTERS

31 11 00 CLEARING AND GRUBBING

31 62 16.16 STEEL H-PILES

31 66 16.46 SLURRY DIAPHRAGM FOUNDATION WALLS Am2 Am3 31 68 13 SOIL AND ROCK ANCHORS Am3

W912PL-17-R-0046BNSF Railroad Bridge Protection

PROJECT TABLE OF CONTENTS Page 2 27 July 2017 Amendment 0003

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE BASE COURSE

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 31 13 FENCES AND GATES Am3

32 84 24 IRRIGATION SPRINKLER SYSTEMS

32 92 19 SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTING

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 STONE PROTECTION

ATTACHMENTS

Attachment 1 - Green River Golf Club Access Driveway Knuckle fill Am3 Extension and Aliso Creek Bridge

Attachment 2 - Golf Course Irrigation and Electrical Utility Relocations

-- End of Project Table of Contents –

W912PL-17-R-0046

Item Description Estimated Quantity

Unit Unit Price

Estimated Amount

0001 Mobilization and Demobilization 1 Job JA $

0002 Diversion and Control of Surface Water 1 Job JA $

0003 Dewatering of Groundwater 1 Job JA $

0004 Clear Site and Remove Obstructions 1 Job JA $

0005 Temporary Fencing 1 Job JA $

0006 Stripping and Stockpiling Topsoil 17,600 CY $ $

0007 Remove and Salvage Derrick Stone-East Side: (Mobile Home Park Bank Protection Sta. 1511+80 to Sta.

1513+15)

1 Job JA $

0008 Excavation 35,900 CY $ $

0009 Compacted Fill 33,300 CY $ $

0010 Deleted

0011 Stone for 24-Inch Grouted Stone 14,800 Ton $ $

0012 Grouting Stone 3,800 CY $ $

0013 Derrick Stone 8,060 Ton $ $

0014 Concrete Cut-Off Wall 90 LF $ $

0015 East Concrete Slurry Diaphragm Wall and Abutment Concrete Slurry Diaphragm Wall

46,000 SF $ $

0016 East Concrete Slurry T-Wall 7,800 SF $ $

0017 East Cast-in-Place Concrete: T-Wall and Abutment Diaphragm Wall

420 CY $ $

0018 East Diaphragm Wall Tieback Anchors 67 EA $ $

Bidding Schedule

SECTION 00 10 00

Solicitation Contract Line Item Number (CLIN) Schedule

Base Bid

27 July 2017

SECTION 00 10 00 1

Amendment 0003

W912PL-17-R-0046

Item Description Estimated Quantity

Unit Unit Price

Estimated Amount

0019 West Concrete Slurry Diaphragm Wall and Abutment Concrete Slurry Diaphragm Wall

26,800 SF $ $

0020 West Concrete Slurry T-Wall 7,500 SF $ $

0021 West Cast-in-Place Concrete: T-Wall and Abutment Diaphragm Wall

350 CY $ $

0022 West Diaphragm Wall Tieback Anchors 47 EA $ $

0023 Concrete Slurry Diaphragm Pier Enclosure Wall - Pier Groups 2, 3, 4 and 5

49,000 SF $ $

0024 Concrete Cap Slab for Diaphragm Pier Enclosure Walls and Training Walls - Pier Groups 2, 3, 4 and 5

16,200 SF $ $

0025 Pier Nose Extensions - Pier Groups 2, 3, 4 and 5

1 Job JA $

0026 HP Piles for Pier Nose Extensions 438 Ton $ $

0027 Cast-in-Place Concrete Training Walls - Pier Groups 2, 3, 4 and 5

900 CY $ $

0028 Concrete Ramps and Landing, Area A 1 Job JA $

0029 Surface Drainage Features, Area A - East Side

1 Job JA $

0030 Concrete Curb, Area A - East Side 230 LF $ $

0031 East Access Road 1 Job JA $

0032 Concrete V-Ditch along Diaphragm Walls 765 LF $ $

0033 Aggregate Base Course 2,110 Ton $ $

0034 Mobile Home Park Levee Access Road Connection (Sta. 10+20 to Sta.

16+68.11)

1 Job JA $

0035 West Access Road, Sta. 23+72 to Sta.

32+17

1 Job JA $

0036 Hot Mix AC Pavement 3,200 Ton $ $

0037 48-Inch Side Drain, Sta. 32+56.91 - East Side

1 Job JA $

27 July 2017

SECTION 00 10 00 2

W912PL-17-R-0046

Item Description Estimated Quantity

Unit Unit Price

Estimated Amount

0038 48-Inch Side Drain, Sta. 36+67.35 - East Side

1 Job JA $

0039 Reconstruct 24-Inch Side Drain Sta.

37+85.20 - East Side

1 Job JA $

0040 Cast-in-Place Retaining Wall - West Side

152 LF $ $

0041 Cast-in-Place Retaining Wall - East Side Area A

110 LF $ $

0042 Landscape Planting and Establishment 28 AC $ $

0043 Temporary Irrigation 28 AC $ $

0044 Deleted

0045 Cable Fencing 1,600 LF $ $

0046 Removable Bollards and Chain Railing 100 LF $ $

0047 Sound Wall 7,720 LF $ $

0048 Geotechnical Instrumentation 1 Job JA $

0049 Temporary Power to Golf Course 1 Job JA $

0050 Deleted

0051 Station Markers 9 EA $ $

0052 Well Monuments 7 EA $ $

0053 Deleted

0054 Remove Existing Sanitary Sewer Line 1 Job JA $

0055 Golf Course Irrigation and Electrical Utility Relocations

1 Job JA $

0056 Construction Vibration Monitoring Near Residential Homes

1 Job JA $

0057 West Abutment Riprap Protection 1 Job JA $

0058 Government Project Office 1 Job JA $

27 July 2017

SECTION 00 10 00 3

W912PL-17-R-0046

Item Description Estimated Quantity

Unit Unit Price

Estimated Amount

0059 Prado Office Maintenance 24 Month $ $

0060 Security Guard Service 24 Month $ $

0061 Golf Cart 1 Job JA $

0062 Contractor Furnished Geotechnical Equipment

1 Job JA $

0063 Metal Beam Guardrail 169 LF $ $

$ESTIMATED AMOUNT OF BASE BID:

(Line Items 0001 through 0063)

27 July 2017

SECTION 00 10 00 4

W912PL-17-R-0046

Item Description Estimated Quantity

Unit Unit Price

Estimated Amount

1001 Golf Course Restoration 1 Job JA $

1002 Mobile Home Park Levee Access Road Including Chain Link Fence Gate Inside Caltrans Right-of-Way (Sta. 10+00 to Sta. 10+20)

1 Job JA $

1003 Side Drain No. 12 Inlet Modification 1 Job JA $

1004 Green River Golf Club Access Driveway Reconstruction (Sta. 12+80 to Sta.

14+00)

1 Job JA $

1005 Green River Golf Club Aliso Creek Bridge

1 Job JA $

1006 Green River Golf Club Access Driveway Knuckle Fill Extension

1 Job JA $

1007 Green River Golf Club Well Monuments 1 Job JA $

1008 West Access Road, Sta. 8+64.69 to Sta.

23+72.00

1 Job JA $

1009 Treatment for Total Dissolved Solids (TDS) in Dewatering Effluent (June 2018-2019)

1 Job JA $

1010 Treatment for Total Dissolved Solids (TDS) in Dewatering Effluent (June 2019-2020)

1 Job JA $

1011 Treatment for Total Dissolved Solids (TDS) in Dewatering Effluent (June 2020-2021)

1 Job JA $

1012 Treatment for Total Dissolved Solids (TDS) in Dewatering Effluent - As Required (June 2021-Contract Completion)

12 Month $ $

(Line Items 0001 through 1012)

ESTIMATED AMOUNT OF OPTION ITEMS:

(Line Items 1001 through 1012)

TOTAL ESTIMATED AMOUNT OF BASE BID PLUS OPTION ITEMS:

Option Items

27 July 2017

SECTION 00 10 00 5

BNSF Railroad Bridge Protection W912PL-17-R-0046

SECTION 00 22 00 Page 1

SECTION 00 22 00

SUPPLEMENTARY INSTRUCTIONS

PROPOSAL SUBMISSION REQUIREMENTS AND INSTRUCTIONS

1. OVERVIEW

a. The intent of this solicitation is to select one contractor for the Santa Ana River BNSF Bridge Protection, Riverside County, CA.

b. The Source Selection Process is Lowest Price Technically Acceptable, IAW FAR 15.101-2. Award will be made on the basis of the lowest evaluated price of proposals meeting or exceeding the acceptability standards for non-cost factors.

c. Proposals, (Price and Technical) should parallel the submission requirements identified in the paragraphs below.

2. REQUIREMENT FOR SEPARATE PRICE AND TECHNICAL PROPOSAL

a. Each offeror must submit both a Price Proposal and a Technical Proposal. The Price Proposal and the Technical Proposal must be submitted as separate (i.e., physically distinct) volumes. Both the Price Proposal and the Technical Proposal must be received by the closing date and time set for receipt of proposals.

b. The Price Proposal (Volume 1) must include the signed SF 1442, “Solicitation Offer and Award”, including acknowledgement of all amendments; the completed Solicitation, Contact Line Item Number (CLIN) Schedule; the Offeror’s official online System for Award Management (SAM) Representations and Certification; Bid Bond, Warranty, and any other requirements described in paragraph 3 below.

c. The Technical Proposal (Volume 2) consists of all information and material submitted or provided for evaluation in response to the technical (non-cost) evaluation factors and any significant sub factors specified in both this Section and Section 00 22 16. The purpose of the technical evaluation is to assess the quality of each offer (i.e., the quality of the proposed product or service), to determine the capability of each offeror, and to determine the ability of each offeror to perform the perspective contract successfully.

Offerors submitting proposals for this project should limit submission to data essential for evaluation of proposals so that a minimum of time and monies will have been expended in preparing the information required herein.

However, in order to be effectively and equitably evaluated, the proposals must include information sufficiently detailed to clearly describe the offeror’s experience, technical approach and management capabilities to successfully complete the project. Proposals should follow the order sequence set forth in the RFP. Information provided out of sequence will not be evaluated and may result in the offeror’s disqualification from award.

3. GENERAL INSTRUCTIONS

a. Who can submit: An “offeror” means offeror or bidder. Any legally organized offeror may submit a proposal.

Any firm that contributed to and/or participated in preparation of this solicitation, whether as a Government contractor or as a subcontractor to a Government contractor, is not eligible to participate in this solicitation as a prime contractor due to a conflict of interest. The Government considers such firms to have an unfair competitive advantage, and therefore will not consider such firms if proposed.

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b. Where to Submit Proposals:

Submit proposal packages to U. S. Army Corps of Engineers at the address shown in Block 7 of Standard Form 1442 in this solicitation. The Government must receive your proposal no later than the time and date specified in Block 13 of Standard Form 1442 in this solicitation. Any and all amendments shall be acknowledged by completion of Block 19 of the Standard Form 1442 and returned with your proposal.

c. Price Proposal and Technical Proposal (Volumes 1 and 2) shall be submitted in three ring binders. Do not use plastic multi-hole/spiral binding systems, heat binding systems, or other systems which do not facilitate the ready insertion of additional pages. Proposals shall be tabbed and labeled in a manner to afford easy identification from a Table of Contents. Font size shall not be less than 10 point. Each page shall be identified with the appropriate page number centered at the bottom of the page. Sheet size of the proposal contents shall be 8-1/2 inches x 11 inches except for preliminary schedule which will be on 11 x 17 inches foldout.

d. Volume 2, Technical Proposal, shall not exceed 50 pages, excluding Table of Contents. The Government will not be obligated to evaluate any information beyond the page limitation noted above. The offeror shall not submit verbatim sections of this solicitation as part of their proposal. Offerors that do not meet these requirements may be subject to rejection.

e. Proposal revisions shall be submitted as page replacements with revised text readily identifiable, e.g., bold face print or underlining. The source of the revision, e.g., Error, Omission, or Clarification, or amendment shall also be annotated for each revision. Proposal replacement pages shall be numbered, shall be clearly marked “REVISED” shall show the date of the revision, shall be submitted in appropriate number of copies e.g., if two (2) copies of the original page were required, then two (2) copies of the revised page will also be required, and shall be a different color than the original page they are to replace.

f. Please ensure that the outside of each separate volume is clearly marked to indicate its contents and the identity of the offeror. Additionally, the original cost/price proposal and original technical proposal should be clearly indicated on the outside cover. The technical proposal shall not contain any price proposal information.

g. “Confidential” projects cannot be submitted to demonstrate capability unless all of the information required for evaluation purposes as specified herein can nonetheless 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 to disclose 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 Offeror-Competitive Acquisition,” paragraph (3), “Restrictions on disclosure and use of data.”

4. SPECIFIC INSTRUCTIONS FOR THE PRICE PROPOSAL, VOLUME 1

a. Number of Sets of the Price Proposal Submit the Original and one (1) additional sets of the written Price Proposal (i.e., the Original and one (1) copy of all of the information required below, with each set separately packaged). Additionally, in the same envelope, the offeror is to provide the entire proposal (Volumes 1 and 2) in Portable Document File (PDF) format on compact disk..

b. Format and Contents of the Price Proposal/List of Tabs

The Original and all copies of the price proposal shall be appropriately labeled as such, shall be organized as indicated below, and shall be comprised of the following:

Proposal Cover Sheet. The proposal cover sheet is required by FAR 52.215-1(c) (2). This provision, entitled “Instructions to Offerors—Competitive Acquisition,” has been included in full text in Section 00 21 16. Provide the following information in the Proposal Cover Sheet:

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Solicitation number.

Name, address, telephone and facsimile numbers of the Offeror (and electronic address if available).

DUNS, CAGE, and tax identification numbers of the Offeror.

Statement specifying the extent of agreement with all terms, conditions, and provisions included in the solicitation and the offeror’s agreement to furnish any or all items upon which prices are offered; at the price set opposite each item as reflected on the proposal schedule.

Names, titles, 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.

Acknowledgment that the offeror is registered in the System for Award Management (SAM) database as required by FAR Clause 52.204-7, System for Award Management and DFARS 252.204-7004, Alternate A, System for Award Management.

TAB CONTENTS OF THE PRICE PROPOSAL

#1 Tab A shall contain a completed SF 1442, “Solicitation, Offer and Award” including the Certifications, Section 00 01 05. The SF 1442 and the Certifications shall be completed by the offeror and duly executed with an original signature by an official authorized to bind the company in accordance with instructions at FAR 4.102.

#2 Section 00 10 00, Solicitation, Contract Line Item Number (CLIN) Schedule. The complete Solicitation, Contract Line Item Number (CLIN) Schedule with the Offeror’s proposed contract line item prices inserted in the appropriate spaces. Prices must be proposed for all contract line items and prices sub-line items, if any. Unit prices are to be extended to the actual “dollar and cents” amounts (i.e., to two decimal places). Do not round off to the nearest dollar. Check your pricing submissions very carefully for mathematical and clerical errors prior to submission.

#3 Official Online System for Award Management Representations & Certifications

#4 A Bid Guarantee, Standard Form 24, “Bid Bond.”

#5 Pre-Award Survey Data Information (e.g. Bank and Supplier References)

In accordance with FAR 9.103(a)… contracts shall be awarded to responsible prospective contractors only. To be determined responsible, a prospective contractor must meet the standards at FAR 9.104 that requires a prospective contractor to have adequate financial resources to perform the contract or the ability to obtain them. As an aid in assessing responsibility, the offeror shall provide a letter from their bank or financial institution that contains the following:

Name and telephone number of bank and point of contact;

Number of year’s business has be conducted with each bank;

Types of open accounts (checking, loans, etc);

Balance of current accounts (the banks will provide a “range of figures” for this information, such as, medium five figures range);

Means by which loans are secured and if paid as agreed.

For the purpose of evaluating the pre-award survey information submitted hereunder:

Pre-award survey data information will be evaluated as it relates to the probability of the offeror successfully accomplishing the proposed effort.

The Government will use pre-award-survey data provided by the offeror and data obtained from other sources to perform this assessment.

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5. SPECIFIC INSTRUCTIONS FOR THE TECHNICAL PROPOSAL, VOLUME 2

THE TECHNICAL PROPOSAL SHALL NOT INCLUDE ANY COST INFORMATION AND SHALL NOT

EXCEED 50 PAGES.

a. Number of Sets of the Technical Proposal

Submit the Original and five (5) additional sets of the written Technical Proposal (i.e., the Original and five (5) copies of all of the information required below, with each set separately packaged).

b. Format and Contents of the Technical Proposal/List of Tabs

The original and all copies of the technical proposal shall be appropriately labeled as such, shall be organized as indicated below, and shall be comprised of the following:

TAB CONTENTS OF THE TECHNICAL PROPOSAL

The Proposal Cover Sheet as required by FAR 52.215-1(c) (i) (v). This provision, titled “Instructions to Offerors- Competitive Acquisition,” is provided in full text in Section 00 21 16.

Tab Description #1 Factor 1 : Experience #2 Factor 2 : Schedule #3 Factor 3 : Past Performance #4 Factor 4 : Equipment

6. TECHNICAL PROPOSAL SUBMISSION REQUIREMENTS

Proposals will be evaluated in accordance with the factors listed below. Offerors are reminded to include their best technical and capability information in their initial offer and not assume that they will have an opportunity to participate in discussions or be asked to submit a revised proposal.

a) Where the word “similar” appears it is understood to mean equivalent in scope which is defined as reinforced concrete diaphragm wall constructed with slurry trench using the hydromill method.

b) Where the word “recent” appears it is understood to mean within ten (10) years of the RFP issue date. A “recent” construction type project is defined as a construction project for which the construction is a 100% complete or substantially complete (75% complete) (measured by work completed) as of the RFP issue date or a construction type project that has been completed and turned over to the owner within ten (10) years of the RFP issue date.

c). Where the word “relevant” appears it is understood to mean that project experience is similar as the work described in this solicitation. Regarding “relevant” prime construction contractor work, the Government will consider the type of work features self-performed, on-site by the offeror’s own organization in addition to construction management effort. “Relevant” past performance information is one indicator of an Offeror’s ability to perform the contract acceptably.

FACTOR 1 – EXPERIENCE (Volume 2, Tab #1) Submission requirements:

Experience of Offeror

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For this factor, the offeror shall submit at least two (2) project summaries of construction projects which best illustrate his/her experience on hydromill diaphragm wall projects totaling a minimum of 50,000 square feet of total slurry diaphragm wall area and two or more recent projects within the last five years, including one project that had restricted overhead clearances and one with high groundwater similar to this project. See Specification Section 31 66 16.46 paragraph 1.5.1.1 Qualifications.

The experience required of the offeror can be self-performed or subcontractor performed. If subcontractor performed, the prime contractor shall submit a letter of commitment (see Attachment 4 at end of Section) from the subcontractor and one additional construction project summary which best demonstrates experience on a similar project in complexity and magnitude.

The Offeror may use the Attachment (2) - Offeror Relevant Experience, at the end of this section for all reference projects submitted. Each project summary shall consist of no more than a two (2) pages and shall include the following: a description of the project to include: total project square footage, length, height/depth, composition (reinforcement, concrete etc.) of diaphragm wall; owner; construction contract award amount; final construction cost; location; date when the project was started; and actual/proposed finish date.

Experience of Key Personnel Provide resumes for the following Key Personnel: The Offeror may use the Attachment (1) - Offeror Relevant Experience, at the end of this section.

Structural Slurry Diaphragm Wall Specialist Provide a slurry diaphragm wall specialist with experience in at least five (5) similar projects. See Specification Section 31 66 16.46 paragraph 1.5.1 Qualifications.

Slurry Panel Excavation Equipment Operator Provide a slurry panel excavation equipment operator who has experience using slurry panel excavation equipment that is similar to the slurry panel excavation equipment to be used for this Contract in a minimum of two (2) similar projects within the last 10 years. See Specification Section 31 66 16.46 paragraph 1.5.1 Qualifications.

Construction Quality Control Engineer Provide a Construction Quality Control Engineer, who is a licensed professional engineer in the state of California, for supervising the testing and interpretation of the results for this project. The Construction Quality Control Engineer must have experience testing Slurry Diaphragm Walls on a minimum of two (2) similar projects. See Specification Section 31 66 16.46 paragraph 1.5.1 Qualifications.

FACTOR 2 – SCHEDULE (Volume 2, Tab #2) Submission requirements:

Submit a Gantt chart illustration of the construction schedule summary. The Offeror’s schedule shall address critical tasks, durations, relationships between tasks, and other pertinent information. For the purposes of the Proposal only, the offeror shall assume a Notice to Proceed (NTP) date of 15 October 2017. This NTP is for proposal purposes ONLY and shall not be construed as the receipt of actual NTP. At a minimum, the schedule shall include, activity start and end dates, durations and completion milestones (referenced to the Notice to Proceed) showing the following:

1. Critical path construction activities:

a. East and west diversion and control of water

b. Diaphragm enclosure walls sequence

c. Excavation for pier nose extensions in relation to the pier diaphragm enclosure walls construction

d. Pier group construction sequence

e. East & west abutment diaphragm wall construction sequence

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2. Construction Performance Period

3. Restrictions / Work windows (e.g. diversion and control of water, BNSF Railroad right-of-way restrictions, environmental constraints)

The schedule shall be submitted as a gantt chart, with required activities listed above, clearly identified. Annotate the work hours on the gantt chart in accordance with 01 11 00-1.10.2 Work Hours. Work restrictions and periods of shut down shall be shown as activities on the gantt chart, rather than within schedule calendars, for clarity of review.

Schedule will be evaluated to be in accordance with Section 01 11 00 – 1.3 Sequencing of Work and 01 11 00 – 1.10 Restrictions, and shall include the above critical path activities required to be completed within the Contract period of performance.

FACTOR 3 – PAST PERFORMANCE (Volume 2, Tab #3) Submission requirements:

The Offeror shall demonstrate recent, relevant past performance on projects referenced in Factor One (1). The Offeror will submit a Contractor Performance Assessment Reporting System (CPARS) from the government (Past Performance Information Retrieval System); Interim for 75% completed or Final for 100% completed. The offeror may use the Attachments (3) at the end of this section for non-government contracts (i.e. state and local government and private contracts that are similar to the requirements of this solicitation or a government project where no CPARS evaluation exists). The projects submitted for Past Performance must include the projects submitted for Experience in the paragraph titled Experience of Offeror.

Where the word “project(s)” appears in this RFP Section it is understood to mean a project, contract(s), task order(s), or any other contract document provided for by the Federal Acquisition Regulation (FAR 2.101). Examples of projects submitted by the Prime Construction Contractor may be projects performed for a State or Federal Government Agency; or for a commercial or private sector customer. If projects were design/build projects, so identify them.

There are two aspects to the past performance evaluation. The first is to evaluate whether the offeror’s past performance is recent and relevant or not to the context of this solicitation. The second aspect of the past performance evaluation is to determine if the contractor has received an acceptable rating for the projects submitted.

FACTOR 4 – EQUIPMENT (Volume 2, Tab #4)

Provide documentation (proof of ownership, proposed rental agreement, statement of availability, etc.) that demonstrates the Offeror can secure the low-overhead hydromill equipment required in specifications Section: 31 66

16.46. Parts of the Slurry Diaphragm Walls will be constructed below active railroad bridges with restricted overhead clearances.

7. PROPOSAL EXPENSE AND PRE-AWARD COST

This solicitation does not commit the government to pay any costs incurred in the preparation and submission of the initial and any subsequent proposals or for any costs incurred prior to execution of a formal contract.

OFFEROR RELEVANT EXPERIENCE

Attachment 1

Provide the resumes on separate sheets showing the experience and qualifications of the Key Construction Personnel.

Use continuation sheets, if needed.

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1. Your Name

2. Your Company’s Name:

3. No. of Years: With this Company and with other Companies

4. Education: (If Applicable) List any College Degree(s)/Year/

5. Continuing Education: List any Specialized Training or Current Certifications including any Corps of Engineer Certifications, LEED AP, etc. that are applicable to your job.

6. List Active State Registrations and/or State Licenses, if applicable:

State: Registration/License Expires:

7. Your Job Title while assigned to this project:

8. How many years of experience do you have in performing this assignment:

9. Clearly demonstrate past experience for the role assigned on this project when listing specific projects below.

List specific construction projects (with dates and cost of construction) to demonstrate required number of years experience for this role; where you have performed the role you have been assigned to this project. Describe briefly the duties performance on past construction projects listed to demonstrate you can perform your assignment on this project.

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OFFEROR RELEVANT EXPERIENCE

Attachment 2

The Offeror shall provide the following information to show examples of projects of the prime contractor’s company’s recent, relevant, specialized experience in construction. Use separate sheets for each project example.

Company Name ___________________________________________________________________

Name of Project____________________________________________________________________

Location of Project__________________________________________________________________

Owner___________________________________________________________________________

General Scope of Construction Project __________________________________________________

Your Role (Prime, Joint Venture, or Subcontractor, etc.) and construction type work Your Company Self- Performed other than construction management

Construction Cost for this single contract _________________________________________________

Extent and Type of Work You Subcontracted Out: __________________________________________

Dates Construction: Began ________________ Completed ____________________ (Provide Month/Year) or percentage of completion ________________________

Your Performance Evaluation by Owner, if known ___________________________________________

Were You Terminated or Assessed Liquidated Damages? ____________________ (If Either is “Yes”, Attach an Explanation) ________________________________

Owner’s Point of Contact for Reference (Name and Company)

Telephone and E-Mail Address of Reference POC

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PAST PERFORMANCE QUESTIONNAIRE INSTRUCTIONS

The Past Performance Questionnaire included in the solicitation (found at Attachment 3), is provided for the offeror or its team members to submit to the client for projects the offeror includes in its proposals for FACTOR 3, PAST PERFORMANCE. Ensure correct phone numbers and email addresses are provided for the client point of contact.

Completed Past Performance Questionnaires should be submitted with your proposal. If the offeror is unable to obtain a completed Past Performance Questionnaire from a client for a project(s) before proposal closing date, the offeror should complete and submit with the proposal the first page of the Past Performance Questionnaire (Attachment 2), which will provide contract and client information for the respective project(s). Offeror should follow-up with clients/references to ensure timely submittal of questionnaires. If the client requests, questionnaires may be submitted directly to the Government’s point of contract, Patricia Bonilla via patricia.b.bonilla@usace.army.mil prior to proposal closing date. Offerors shall not incorporate by reference into their proposal Past Performance Questionnaires previously submitted for other RFPs. However, this does not preclude the government from utilizing previously submitted Past performance Questionnaire information in the past performance evaluation.

Also include performance recognition documents received within the last five (5) years such as awards, customer letters of commendation, and any other forms of performance recognition.

In addition to the above, the Government may review any other sources of information for evaluating past performance. Other sources may include, but are not limited to, past performance information retrieved through the Past performance Information Retrieval System (PPIRS), including Contactor Performance Assessment Reporting System (CPARS), using all CAGE/DUNS numbers of team members (partnerships, joint venture, teaming arrangement, or parent company/subsidiary/affiliate) identified in the offeror’s proposal, inquiries of owner representative(s), Federal Awardee Performance and Integrity Information System (FAPIIS), Electronic Subcontract Reporting System (eSRS), and any other known sources not provided by the offeror.

While the Government may elect to consider data from other sources, the burden of providing detailed, current, accurate and complete past performance information rests with the offeror.

Past Performance Questionnaire is found at Attachment 2, next page.

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Attachment 3 USACE PAST PERFORMANCE QUESTIONNAIRE (Form PPQ-0) CONTRACT INFORMATION (Contractor to complete Blocks 1-4)

1. Contractor Information Firm Name: CAGE Code:

Address: DUNs Number:

Phone Number:

Email Address:

Point of Contact: Contact Phone Number:

2. Work Preformed as: Prime Contractor Sub Contractor Joint Venture Other(Explain) Percent of project work preformed:

If subcontractor, who was the prime?(Name/Phone#)

3. Contract Information Contract Number:

Delivery/Task Order Number (if applicable):

Contract Type: Firm Fixed Price Cost Reimbursement Other (Please Specify):

Contract Title:

Contract Location:

Award Date (mm/dd/yy):

Contract Completion Date (mm/dd/yy):

Actual Completion Date (mm/dd/yy) Explain Differences:

Original Contract Price (Award Amount):

Final Contract Price (to include all modification, if applicable):

Explain Differences:

4. Project Description:

Complexity of Work High Medium Routine How is this project relevant to project of submission? (Please provide details such as similar equipment, requirements, conditions, etc.)

CLIENT INFORMATION (Client to complete Blocks 5-8)

5. Client Information Name:

Title:

Phone Number:

Email Address:

6. Describe the client’s role in the project:

7. Date Questionnaire was completed (mm/dd/yy):

8. Clients Signature:

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Note: USACE REQUESTS THAT THE CLIENT COMPLETES THIS QUESTIONNAIRE AND SUBMITS DIRECTLY BACK TO THE OFFEROR. THE OFFEROR WILL SUBMIT THE COMPLETED QUESTIONNAIRE TO USACE WITH THEIR PROPOSAL, AND MAY DUPLICATE THIS QUESTIONNAIRE FOR FUTURE SUBMISSION ON USACE SOLICITATIONS. CLIENTS ARE HIGHLY ENCOURAGED TO SUBMIT QUESTIONNAIRES DIRECTLY TO THE OFFEROR. HOWEVER, QUESTIONNAIRES MAY BE SUBMITTED DIRECTLY TO USACE, PLEASE CONTACT THE OFFEROR FOR USACE POC INFORMATION. THE

GOVERNMENT RESERVES THE RIGHT TO VERIFY ANY AND ALL INFORMATION ON THIS FORM.

RATING DEFINITION NOTE

(E) Exceptional Performance meets contractual requirements and…

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