14-T-0150-0001.pdf

W81G6742264930

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 correct the pitch of the roof and to extend the completion date out to the 30th of June 2015.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 9

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

16C. DATE SIGNED

BY 12-Sep-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-T-0150

X 9B. DATED (SEE ITEM 11)

10-Sep-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 X is extended, 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 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

12-Sep-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-T-0150

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 17-Sep-2014 03:00 PM to 19-Sep-2014 03:00 PM.

DELIVERIES AND PERFORMANCE

The following Delivery Schedule item for CLIN 0001 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC

30-NOV-2014 1 ULA - LOGISTICS MANAGEMENT OFF

USACE - ST PAUL

180 5TH STREET E SUITE 700

ST PAUL MN 55101-1638

651-290-5222 FOB: Destination

B670000

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC

30-JUN-2015 1 LAKE ASHTABULA PROJECT OFFICE

DA, CORPS OF ENGINEERS

2630 114TH AVENUE S.E.

VALLEY CITY ND 58072-9795

ASH

The following Delivery Schedule item for CLIN 0002 has been changed from:

30-NOV-2014 1 BALDHILL DAM/LAKE ASHTABULA, ND

RICH SCHUENEMAN

U.S. ARMY CORPS OF ENGINEERS

LAKE ASHTABULA PROJECT OFFICE

2630 114TH AVE SE

VALLEY CITY ND 58072-9795

701-845-2970

To:

30-JUN-2015 1 BALDHILL DAM/LAKE ASHTABULA, ND

RICH SCHUENEMAN

U.S. ARMY CORPS OF ENGINEERS

LAKE ASHTABULA PROJECT OFFICE

2630 114TH AVE SE

VALLEY CITY ND 58072-9795

701-845-2970

The following have been modified:

SCOPE OF WORK

SCOPE OF WORK

I. General Overview:

A. The U.S. Army Corps of Engineers, Baldhill Dam, and Lake Ashtabula Visitors Center require the removal and replacement of the roof. There will be an option of a baluster and rail replacement on the Visitors Center deck. Work shall comply with all applicable local and state building codes.

B. The Visitors Center and Picnic Shelter are located across the Dam from the Project

Office in the Mel Rieman Recreation Area. The address of the Project Office is 2630

113 Av. S.E., Valley City N.D., 58072.

C. The Contractor shall visit the site and determine all existing conditions affecting the work in this scope. Contact the Contracting Officer Representative at (701)845‐2970 to schedule a site visit.

D. All work on this contract, including final clean‐up of the premises shall be complete no later than 30 November 2014.

II. Work Restrictions and coordination with others:

A. The work schedule will be coordinated with the COR.

B. Work will be performed between the hours of 7:00am and 4:30pm, Monday thru

Friday. There will be no work on weekends or Federal Holidays.

C. Contractor parking, equipment and materials staging shall be coordinated with the

COR.

III. Safety:

A. The Contractor shall submit a safety plan for performing the work. The safety plan shall be in conformance with the latest version of the Safety and Health

Requirements Manual, US Army Corps of Engineers, EM‐385‐1‐1 (Latest Edition).

The manual can be accessed at http://publications.usace.army.mil/publications/eng‐manuals/EM385‐1‐

1languages/EM385‐1‐1English2008/toc.html

B. The Contractor shall maintain a safe work environment during all phases of the work. The Contractor shall insure that all workers are properly trained in safe work techniques, are aware of hazards in the activities performed, and are provided with the necessary training and equipment to perform the work without accident or injury. The Contractor is responsible for the compliance of all work operations with applicable OSHA Standards and North Dakota State Codes governing work environment safety as well as the requirements of 385‐1‐1.

IV. Work Plan:

A. The Contractor shall submit a work plan that details the sequence and scheduling of the work. The work plan shall be submitted within 5 working days of the Notice to

Proceed. Work on the roof shall not commence until after Corps acceptance of the

“Work Plan”.

B. A pre‐work meeting shall be held at the Baldhill Dam Office prior to commencing the work. The Safety Plan, work plan, schedule and coordination issues shall be discussed at this time.

C. The Contractor shall be responsible for the removal and disposal of all work related debris including but not limited to the shingles. All waste material shall become the property of the Contractor. Disposal of debris shall be off‐site and meet all Federal, State and Local Codes.

D. It is the Contractors responsibility to apply for and comply with any required permits needed to complete this Contract.

E. The Contractor shall have a designated supervisor who shall be present on the job during all working hours. The Contractor shall establish and maintain quality control to assure compliance with contract requirements and shall maintain records for all construction operations. Copies of the records of inspections and tests, as well as the corrective action taken, shall be made available to the Government as directed by the COR.

V. Technical Requirements:

A. Galvanized Steel Shakes: The roof removal and replacement on the Visitors

Center which is approximately 46’ X 57’, (Total sf ft is aproximatly 2,064, Roof pitch is approx a 4/12 pitch) will include the following;

a. Total removal of the wooden shakes, underlayment and flashing so as to fully expose the existing roof deck to be worked on. Repairs to and/or replacement of deteriorated roof decking. Replacement of damaged roof flashings including chimney, plumbing vents, etc., shall be accomplished prior to installing the new roof.

b. Provide framework to enclose 2” rigid foam insulation (R‐10 or R‐13) and cover insulation with ¾” exterior plywood. Install a 40 mil polymer‐ modified asphalt bonded to polyethylene sheeting; Grace/Ice and Water

Shield, Owens‐Corning/Deck‐Dri, or approved equal. Install the moisture barrier in accordance with the manufacturer’s instructions.

c. Eve starter, rake starter, J channel and the ridge cap shall be incorporated in the roof replacement as well as the clips and any other materials needed to prep the roof and finish the job.

d. Galvanized steel shakes manufactured by EDCO, ABC Seamless or the equivalent, meeting the standards of UL‐1897 wind resistance, UL‐2218 impact resistance, UL‐790 fire resistance and ASTM d‐4145 paint adhesion.

The color shall be determined by the COR.

e. Certificates of the steel shake manufacturer’s warranty shall be provided to the COR.

f. Roofer(s) shall have at least 5 years experience with installation of steel shakes and be able to provide such proof to the COR.

B. Option 1: Baluster and rail replacement; The Contractor shall remove approximately 95 linear feet of existing baluster and rail on the concrete deck of the

Visitors Center and replace with 4” X 4” treated posts and a 42” baluster and rail system that can be in a pre‐fabricated design that will fit in with the existing architectural design of the Visitors Center. The design and materials of the baluster and rail must conform to N.D. State and International Building Codes. The contractor shall submit with their bid their baluster and rail system they intend to use along with the plan of how it will be anchored on the concrete deck.

a. The Corps is looking for a baluster system simmilar in appearance to the following:

i. http://timbertech.com/products/radiancerail

ii. http://www.dgguide.com/deck‐railing‐balusters‐2014/

VI. Final Acceptance Inspection. The Contractor, superintendent or both and the COR and

Project Manager will be in attendance at this inspection.

SECTION 00700 - CONTRACT CLAUSES

The following have been modified:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) -

ALTERNATE I (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than June 30th 2015 The time stated for completion shall include final cleanup of the premises.

The completion date is based on the assumption that the successful offeror will receive the notice to proceed by October 24th 2014. The completion date will be extended by the number of calendar days after the above date that the Contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the Contractor to execute the contract and give the required performance and payment bonds within the time specified in the offer.

(End of clause)

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been added by full text:

WAGE RATES

General Decision Number: ND140009 01/03/2014 ND9

Superseded General Decision Number: ND20130009

State: North Dakota

Construction Type: Building

Counties: Barnes, Dickey, Emmons, Kidder, La Moure, Logan, McIntosh, Ransom, Sargent and Stutsman Counties in North Dakota.

BUILDING CONSTRUCTION PROJECTS (does not include residential construction consisting of single family homes and apartments up to and including 4 stories).

Modification Number Publication Date 0 01/03/2014

ELEV0009-007 01/01/2013

Rates Fringes

ELEVATOR MECHANIC................$ 43.57 25.185

FOOTNOTES:

PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service. PAID HOLIDAYS: New Years Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day.

* IRON0512-003 06/09/2013

Rates Fringes

IRONWORKER.......................$ 27.30 22.05

* SHEE0010-041 06/17/2013

BARNES, DICKEY, LA MOURE, LOGAN, MCINTOSH, RAMSON SARGENT, AND STUTSMAN

COUNTIES:

Rates Fringes Sheet Metal Worker

SHEET METAL WORKERS

(Including HVAC duct work installation)...............$ 28.33 8.96

* SHEE0010-042 06/17/2013

EMMONS AND KIDDER COUNTIES:

Rates Fringes Sheet Metal Worker

SHEET METAL WORKERS

(Including HVAC duct work installation)...............$ 27.29 9.03

SUND2000-004 03/23/2000

Rates Fringes

CARPENTER

CARPENTER (including forms and cabinet installation)...$ 12.41

ELECTRICIAN

ELECTRICIAN (including low voltage wiring for HVAC controls, alarms, computers & telephones).....$ 15.00

Heat and Frost Insulator.........$ 11.01 1.08

LABORER..........................$ 8.24

PAINTER..........................$ 8.16 .24

PIPEFITTER

PIPEFITTER (including HVAC pipe installation, excluding setting the HVAC unit).......................$ 16.54 4.30

PLUMBER

PLUMBER (excluding HVAC)....$ 14.53 2.38

ROOFER...........................$ 10.35

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is union or non-union.

Union Identifiers

An identifier enclosed in dotted lines beginning with characters other than "SU" denotes that the union classification and rate have found to be prevailing for that classification. Example: PLUM0198-005 07/01/2011. The first four letters , PLUM, indicate the international union and the four-digit number, 0198, that follows indicates the local union number or district council number where applicable , i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2011, following these characters is the effective date of the most current negotiated rate/collective bargaining agreement which would be July 1, 2011 in the above example.

Union prevailing wage rates will be updated to reflect any changes in the collective bargaining agreements governing the rates.

0000/9999: weighted union wage rates will be published annually each January.

Non-Union Identifiers

Classifications listed under an "SU" identifier were derived from survey data by computing average rates and are not union rates; however, the data used in computing these rates may include both union and non-union data. Example:

SULA2004-007 5/13/2010. SU indicates the rates are not union majority rates, LA indicates the State of Louisiana; 2004 is the year of the survey; and 007 is an internal number used in producing the wage determination. A 1993 or later date, 5/13/2010, indicates the classifications and rates under that identifier were issued as a General Wage Determination on that date.

Survey wage rates will remain in effect and will not change until a new survey is conducted.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7).

Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

(End of Summary of Changes)