AMENDMENT_0001.pdf

W81G6741180092

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 purpose of this Amendment is to:

1. Replace Specification Section 01 14 00.00 13 WORK RESTRICTIONS in its entirety w ith the attached revised Section 01 14 00.00 13.

(CONTINUED)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 19-Aug-2014

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-14-B-0012

X 9B. DATED (SEE ITEM 11)

31-Jul-2014

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

19-Aug-2014

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-14-B-0012

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

The following items are applicable to this modification:

BLOCK 14 CONTINUED

2. Revise subparagraph 1.1.5.1, Section 01 22 00.00 10 “MEASUREMENT AND PAYMENT”, to read as follows:

“1.1.5.1 Payment Payment will be made on a job basis complete for all costs associated with concrete repair at Lock and Dam 8 at pier houses 4, 6, and 19 as shown and specified. Work shall include, but is not limited to, preparation of the repair area by concrete removal and proper offsite disposal, installation of anchors, and placement of cementitious mortar to provide a finished concrete surface that matches the original design configuration. All incidentals required to complete the work shall be included in the bid price.”

3. Revise paragraph 1.1, Section 03 01 32 13 “MINOR CONCRETE REPAIR”, to read as follows:

“1.1 Scope of Work The work of this section pertains to minor repairs to concrete surfaces at three of the pier houses at the Lock and Dam 8 facility. For pier houses 6 and 19 where the scuppers have been damaged, concrete repairs shall restore the scuppers to the dimensions shown on drawing M-L8-41/2-FS.”

4. Replace the attachment titled "Reference Drawings and Photos -- Solicitation W912ES-14-B-0012” in its entirety with the attached revised version, which incorporates the following changes: Site maps for Locks and Dams 8 and 9 have been modified to show permissible staging areas in the storage yards, and a site photo has been added to the contract drawings showing damaged scupper for pier house 6 at Lock and Dam 8.

Pier House Roof Replacements: Locks and Dams 8, 9, and 10 W912ES-14-B-0012

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.00 13

WORK RESTRICTIONS

PART 1 GENERAL

1.1 GROUNDS AND ROADWAYS

1.1.1 Parking

1.1.2 Snow Removal

1.2 CRANES

1.3 STOCKPILING OF AGGREGATE ON BRIDGE DECKS

1.4 PROTECTION OF EXISTING GRATING FOR LOCK MITER GATES, LOCK WALLS,

DAM SERVICE BRIDGE, AND DAM SERVICE BRIDGE ACCESSWAYS

1.4.1 Loading Restrictions

1.4.1.1 Maximum Permissible Load for Grating

1.4.1.2 Loading of Wire Mesh Decking at Lock and Dam 9

1.5 SUBMITTALS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 COORDINATION

-- End of Section Table of Contents --

SECTION 01 14 00.00 13 Page 1

SECTION 01 14 00.00 13

WORK RESTRICTIONS

PART 1 GENERAL

1.1 GROUNDS AND ROADWAYS

1.1.1 Parking

Contractor parking will be coordinated with the Lock Master at each site.

1.1.2 Snow Removal

The Contractor shall be responsible for snow removal in the Contractor's access, work, and parking areas.

1.2 CRANES

Cranes located on the dams are not available for Contractor use during this contract.

1.3 STOCKPILING OF AGGREGATE ON BRIDGE DECKS

Aggregate that is to be removed from the pier house roofs at Locks and Dams 8 and 9 shall not be stockpiled on the bridge decks without permission in writing from the Contracting Officer.

1.4 PROTECTION OF EXISTING GRATING FOR LOCK MITER GATES, LOCK WALLS, DAM

SERVICE BRIDGE, AND DAM SERVICE BRIDGE ACCESSWAYS

The Contractor shall provide and install materials and employ construction methods as necessary to protect the existing grating and grating support systems for the lock miter gates, lock walls, dam service bridge, and dam service bridge accessways that are impacted by the Contractor's operations.

Methods of protection shall be as outlined in the approved grating protection plan. Protection provided by the Contractor does not relieve the Contractor of the responsibility for limiting loads to prevent damage to the grating walkway support system. After contract work has been completed, any protection measures installed by the Contractor to protect the existing grating shall become the property of the Contractor and shall be removed from the site and disposed of in accordance with all local, state, and federal regulations.

1.4.1 Loading Restrictions

1.4.1.1 Maximum Permissible Load for Grating

The maximum permissible distributed load allowed for grating is 100 pounds per square foot. The maximum loading (gross weight) shall not exceed 5,000 pounds with a maximum wheel load of 1,500 pounds.

1.4.1.2 Loading of Wire Mesh Decking at Lock and Dam 9

At the storage yard at Lock and Dam 9 where wire mesh is used as decking rather than steel grating, the Contractor shall not stockpile material on

SECTION 01 14 00.00 13 Page 2 the wire mesh or traverse the mesh by any means other than walking.

1.5 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Grating Protection Plan; G,STR

The Contractor shall submit a grating protection plan that details the materials to be used and the methods to be employed to protect the existing grating at each of the lock and dam sites where pier house roofs are to be replaced. Approval of the grating protection plan is required before any work on site can proceed.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 COORDINATION

The Contractor shall coordinate with the Lockmaster at each site for gaining access to the site and arranging for parking and staging areas.

-- End of Section --

SECTION 01 14 00.00 13 Page 3

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 1 PAGES

W912ES-14-B-0012

Pier House Roof Replacements: Locks and Dams 8, 9, and 10

01 14 00.00 13 1.4 G STRGrating Protection Plan

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

1.5 SUBMITTALS