16-B-0001-0003.pdf

W81G6761129348

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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.

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The reason for this amendment is to adjust the quantity for CLIN 0003AB and to update the Bidder Inquiry Key.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 10

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

16C. DATE SIGNED

BY 11-Aug-2016

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912ES-16-B-0001

X 9B. DATED (SEE ITEM 11)

25-Jul-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer 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 1 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 you 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 APPROPRIATION DATA (If required)

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

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

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.

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

11-Aug-2016

CODE

CONTRACTING DIVISION

USACE - ST PAUL

180 5TH STREET EAST

SUITE 700

ST. PAUL MN 55101-1678

W912ES 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912ES-16-B-0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

MARSH LAKE ECOSYSTEM RESTORATION

MARSH LAKE, MINNESOTA

BIDDING SCHEDULE

ITEM ESTIMATED UNIT

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

BASE CONTRACT: PHASE 1

0001 Bonds (Performance and Payment) 1 Job

DRAWDOWN STRUCTURE

0002 Temporary Erosion Control Features 1 Job

Drawdown Structure Upstream Cofferdam

0003AA First 17,400 CY 17,400 CY

0003AB Over 17,400 CY 7,500 CY

0004 Drawdown Structure Dewatering 1 Job

0005 Clearing and Grubbing 1 Job

0006 Stripping

0006AA First 800 CY 800 CY

0006AB Over 800 CY 300 CY

0007 Remove and Salvage Existing Riprap

0007AA First 400 CY 400 CY

0007AB Over 400 CY 150 CY

0008 Remove and Salvage Existing Gravel

0008AA First 150 CY 150 CY

0008AB Over 150 CY 70 CY

0009 Drawdown Structure 1 Job

0010 Drawdown Structure Sluice Gates 1 Job

0011 R20 Riprap 660 Ton

0012 B1 Bedding 210 Ton

0013 Aggregate Surface Course 75 CY

0014 Topsoil and Seeding 1 Job

OUTLET CHANNEL DOWNSTREAM

OF DRAWDOWN STRUCTURE

0015 Temporary Erosion Control Features 1 Job

0016 Clearing and Grubbing 1 Job

Inlet and Outlet Drawdown Structure Channel Excavation

0017AA First 20,000 CY 20,000 CY

0017AB Over 20,000 CY 3,000 CY

0018 R80 Riprap 1,520 Ton

0019 B2 Bedding 460 Ton

0020 Topsoil and Seeding 1 Job

ACCESS RAMP, ROAD, AND PARKING AREA WEST OF

DRAWDOWN STRUCTURE

0021 Temporary Erosion Control Features 1 Job

0022 Demolition of Fishery Control Structure 1 Job

0023 Stripping

0023AA First 400 CY 400 CY

0023AB Over 400 CY 150 CY

0024 Remove and Salvage Existing Riprap

0024AA First 400 CY 400 CY

0024AB Over 400 CY 150 CY

0025 Remove and Salvage Existing Gravel

0025AA First 150 CY 150 CY

0025AB Over 150 CY 70 CY

0026 Random Fill 7,550 CY

0027 R20 Riprap 1,000 Ton

0028 B1 Bedding 375 Ton

0029 Chinking Stone 25 Ton

0030 Aggregate Surface Course 320 CY

0031 Topsoil and Seeding 1 Job

0032 Bollards 1 Job

FISH PASSAGE AND FISH PASSAGE

EMBANKMENTS

0033 Temporary Erosion Control Features 1 Job

0034 Fish Passage Cofferdams 1 Job

0035 Fish Passage Dewatering 1 Job

0036 Demolition of Gauge Well 1 Job

0037 Demolition of Sluice Way Conduit 1 Job

0038 Concrete Notch Cutoff 1 Job

0039 Stripping

0039AA First 125 CY 125 CY

0039AB Over 125 CY 50 CY

Remove and Dispose of Existing Grouted Riprap

0040AA First 350 Tons 350 Ton

0040AB Over 350 Tons 100 Ton

0041 Remove and Salvage Existing Gravel

0041AA First 100 CY 100 CY

0041AB Over 100 CY 50 CY

0042 Fish Passage Excavation

0042AA First 1,200 CY 1,200 CY

0042AB Over 1,200 CY 400 CY

0043 Impervious Fill

0043AA First 6,000 CY 6,000 CY

0043AB Over 6,000 CY 1,000 CY

0044 Geotextile 6,220 SY

0045 Chinking Stone

0045AA First 900 Tons 900 Ton

0045AB Over 900 Tons 300 Ton

0046 R270 Riprap

0046AA First 7,500 Tons 7,500 Ton

0046AB Over 7,500 Tons 2,100 Ton

0047 B3 Bedding

0047AA First 2,500 Tons 2,500 Ton

0047AB Over 2,500 Tons 500 Ton

0048 Boulders

0048AA First 1,800 Tons 1,800 Ton

0048AB Over 1,800 Tons 500 Ton

0049 Aggregate Surface Course 25 CY

0050 Topsoil and Seeding 1 Job

Pedestrian Bridge Abutments at Existing Dam 1 Job

0052 Fish Passage Tailwater Orifice Line 1 Job

EMERGENCY SPILLWAY

Remove and Dispose of Existing Grouted Riprap 10 Ton

0054 Remove and Salvage Existing Gravel 10 CY

0055 Pedestrian Bridge Abutments at Spillway 1 Job

TOTAL PRICE FOR BASE CONTRACT

(PHASE 1) BID ITEMS:

OPTION 1: PHASE 2

1001 Bonds (Performance and Payment) 1 Job

EMBANKMENT

1002 Temporary Erosion Control Features 1 Job

1003 Embankment Cofferdams 1 Job

1004 Embankment Dewatering 1 Job

1005 Stripping

1005AA First 9,000 CY 9,000 CY

1005AB Over 9,000 CY 11,500 CY

1006 Stripping Roadway Aggregate 950 CY

1007 Clearing and Grubbing 1 Job

Removal of Unsatisfactory Material for the Embankment Crossing at the Pomme de Terre Channel 1008AA First 10,000 CY 10,000 CY

1008AB Over 10,000 CY 5,500 CY

Removal of Unsatisfactory Material for the Embankment Crossing at

Marsh Lake 1009AA First 1,000 CY 1,000 CY

1009AB Over 1,000 CY 1,000 CY

1010 Inspection Trench 4,220 LF

1011 Impervious Fill

1011AA First 40,200 CY 40,200 CY

1011AB Over 40,200 CY 22,000 CY

1012 Random Fill

1012AA First 28,650 CY 28,650 CY

1012AB Over 28,650 CY 13,000 CY

1013 Aggregate Surface Course 4,450 CY

1014 R20 Riprap 1014AA First 4,000 Tons 4,000 Ton

1014AB Over 4,000 Tons 1,400 Ton

1015 B1 Bedding

1015AA First 2,000 Tons 2,000 Ton

1015AB Over 2,000 Tons 650 Ton

1016 Topsoil and Seeding 1 Job

1017 Remove Two 36" CMP Culverts 1 Job

1018 Signs 1 Job

EXISTING EMBANKMENT REMOVAL

1019 Temporary Erosion Control Features 1 Job

1020 Stripping

1020AA First 2,000 CY 2,000 CY

1020AB Over 2,000 CY 500 CY

1021 Stripping Roadway Aggregate 4,100 CY

1022 Clearing and Grubbing 1 Job

1023 Embankment Excavation 39,800 CY

1024 Topsoil and Seeding 1 Job

PARKING LOT ON WEST SIDE OF

240TH AVE. SW

1025 Temporary Erosion Control Features 1 Job

1026 Stripping 1026AA First 300 CY 300 CY

1026AB Over 300 CY 150 CY

1027 Excavation of Parking Lot Swale 60 CY

1028 Random Fill 350 CY

1029 Aggregate Surface Course 180 CY

1030 Topsoil and Seeding 1 Job

1031 WMA Sign Board 1 Job

1032 Corner Posts 1 Job

RESTORATION OF POMME DE

TERRE RIVER ALIGNMENT

1033 Temporary Erosion Control Features 1 Job

1034 Excavation of Pomme de Terre Channel

1034AA First 18,375 CY 18,375 CY

1034AB Over 18,735 CY 11,025 CY

1035 R20 Riprap

1035AA First 2,940 tons 2,940 Ton

1035AB Over 2,940 Tons 315 Ton

1036 Channel Plugs 8 Each

1037 Toe Wood Structures 950 LF

255TH AVE SW RELOCATION

1038 Temporary Erosion Control Features 1 Job

1039 Stripping

1039AA First 1,200 CY 1,200 CY

1039AB Over 1,200 CY 500 CY

1040 Clearing and Grubbing 1 Job

1041 Random Fill 4,725 CY

1042 Aggregate Surface Course 325 CY

1043 Topsoil and Seeding 1 Job

1044 Signs 1 Job

TOTAL PRICE FOR OPTION 1 (PHASE

2) BID ITEMS:

TOTAL PRICE FOR BASE (PHASE 1) AND OPTION 1

(PHASE 2) BID ITEMS:

SECTION 00 01 00 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been modified:

NOTES TO BIDDERS

1. SAM REGISTRATION. All bidders must register and complete online representations and certifications in the System for Award Management (SAM) at www.sam.gov prior to the bid opening. Bidders that have not registered or completed their online representations and certifications may be rejected. Bidders are advised that the initial registration process in SAM may take several weeks. The Government will review completed Representations and Certifications in SAM following the bid opening. Submission of paper copies of completed representations and certifications is NOT required with bid submissions.

2. BIDDER INQUIRIES. Any prospective bidder desiring an explanation or interpretation of the solicitation, drawings, specifications, etc., must submit their questions using the ProjNet system at https://www.projnet.org https://www.projnet.org/

Clause 52.214-6 requires that all inquiries be submitted in writing. To submit a new inquiry or to view inquiries submitted by other prospective bidders, users must be registered and signed into the ProjNet system . Bidders may register online at https://www.projnet.org (click on “Register”). The following information will be needed to submit or view bidder inquiries:

Managing Agency: USACE The Solicitation Number is: W912ES-16-B-0001 The Bidder Inquiry “Key” Number is: F9BKB4-9GTI86

Bidders shall submit inquiries not later than 10 days prior to bid opening in order to ensure adequate time is allotted to form an appropriate response and amend the solicitation if necessary. Those who submit an inquiry will receive a system-generated email acknowledgement. All answers to inquiries will be posted in ProjNet after they have been reviewed by the USACE technical team. Bidders are advised to review the solicitation in its entirety and to review all previously submitted questions and responses prior to submitting a new inquiry.

3. BID BONDS

a. This solicitation requires each offeror to submit an acceptable bid guarantee along with its offer (see clause 52.228-1). The Contracting Officer has the authority and responsibility to determine whether the bid bond and its accompanying documentation clearly show that the person(s) executing the bid bond on behalf of the surety have the authority to unequivocally bind the bonding company.

b. One acceptable form of bid guarantee is a bid bond. If a bid bond is used, it must be accompanied by a signed and dated power-of-attorney. If a signed and dated power-of-attorney does not accompany the bid bond, the bid must be rejected as non-responsive. Please note that a non-responsive bid may not be corrected after bid opening to make it responsive – the bid must be rejected. The power-of-attorney must be issued by the surety (the Treasury Department-approved bonding company, not the insurance agency writing the bond).

c. Original powers-of-attorney and photocopies or facsimiles of original, otherwise valid, powers-of attorney provide sufficient evidence of authority to bind the surety. Questions concerning the authenticity or enforceability of a power-of-attorney may be resolved by the Contracting Officer, often in consultation with the surety, after the bid opening.

d. This note does not provide offerors with an all-inclusive checklist for submitting an acceptable bid bond rather, it provides some information regarding recent changes to the Federal Acquisition Regulation regarding the validity of powers-of-attorney. The revised regulation may be found at

FAR 28.101-3.

e. The revised regulations described in this note are effective for solicitations issued after September

30, 2005.

4. RESPONSIBILITY DETERMINATION. In accordance with Federal Acquisition Regulation (FAR) Subpart 9.1, the apparent low bidder will be requested to provide the following information:

a. A detailed description of the work to be self-performed and resources available to demonstrate the firm is capable of complying with: 52.219-14, Limitations on Subcontracting.

b. Financial Statements, including balance sheets that identify major categories of assets, liabilities, and owner’s equity; and profit and loss statements for the past three (3) years.

c. A Bank Certification of Financial Capability (line of credit).

Bidder qualification information, as referenced in the provision at 52.209-4001, must be received by the Contracting Officer within two (2) business days after the bid opening. This information will be treated as confidential commercial or financial information to the extent permitted by law under exemption 4 to the Freedom of Information Act, 5 U.S.C. § 552(b)(4). The financial statements should be not over 60 days old.

If over 60 days old, a certification should be attached stating that the financial condition of the firm is substantially the same or, if not the same, the changes that have taken place.

5. Offerors are advised to note ANTITERRORISM/OPERATIONS SECURITY special contract requirements (Section 00 80 00).

6. FACSIMILE OF BIDS AND MODIFICATIONS THERETO WILL NOT BE ACCEPTED.

7. This solicitation and any forthcoming amendments will only be available on www.fbo.gov. Any forthcoming amendments will only be available on this web site. It is recommended that each registered firm check this website periodically for updates.

8. All Quantities are estimated except where unit is given as "EA" (each) or "JOB" (job).

9. All extensions of the unit prices shown will be subject to verification by the Government. In case of a discrepancy between the unit price and the extension, the unit price will govern. For further information reference clause MVP-0002 entitled “Apparent Clerical Mistakes” in Section 00 80 00.

10. UNBALANCED BIDS. The government may reject as non-responsive any bid that is materially unbalanced between contract line item numbers or sub-items on the bidding schedule. A bid is materially unbalanced when it is based on prices that are significantly less than cost for some work and significantly more than cost for other work. A materially unbalanced bid may be rejected if the Contracting Officer has a reasonable doubt as to whether the bid will result in the lowest overall cost to the government even though it may be the low evaluated bid. Additionally, a bid that is unbalanced so as to be tantamount to an advance payment will be rejected as non-responsive even if acceptance of the bid would result in the lowest overall cost to the government. Reference is made to paragraph (d) of clause 52.214-19, “Contract Award

– Sealed Bidding – Construction.”

11. The addresses, phone numbers, and Internet address (if available) for references cited in these specifications are listed in the Unified Facilities Guide Specification (UFGS) 01 42 00 SOURCES FOR REFERENCE PUBLICATIONS. UFGS 01 42 00 is available under Publications on the TECHINFO page of the Corps of Engineers Huntsville District Internet site at:

www.hnc.usace.army.mil/Missions/Engineering/TECHINFO.

http://www.hnc.usace.army.mil/Missions/Engineering/TECHINFO

(End of Summary of Changes)