Amedment2.pdf

W81G6791567646

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

The purpose of this amendment is to change the follow ing:

1. Change the Statement of Work paragraph 1.4 A. Project Completion Date, from 27 May 2010 to 25 June 2010, also change (Paving operations shall not take place betw een 17 October 2009 and 1 May 2010 w ithout approval of the Contracting Officer) to Paving operations shall not take place prior to 1 May 2010 w ithout the approval of Contracting Officer.

2. Clause 52.222-23(e) add the State of North Dakota, Barnes County and Valley City.

3. Bid opening date and time is extended to 2:00 PM September 29, 2010.

4. All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J

FAR (48 CFR) 53.243

1 11

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

16C. DATE SIGNED

BY 25-Sep-2009

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-09-B-0007

X 9B. DATED (SEE ITEM 11)

25-Sep-2009

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

21-Sep-2009

CODE

CONTRACTING DIVISION

USACE - ST. PAUL�

190 5TH STREET E

ST. PAUL MN 55101

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912ES-09-B-0007

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The following have been added by full text:

STATEMENT OF WORK

PART 1 – GENERAL

1.1 Project Description. Work consists of placing bituminous asphalt paving at several Corps of Engineer’s Recreation Areas near Lake Ashtabula as shown in Figure 1. Work will take place on various roads, parking areas, and camp pads. In addition to the specific paving projects (shown in Figures 2 and 3) at the Eggerts Recreation Area and at the East Ashtabula Crossing Recreation area, the work of this contract will also include miscellaneous patching at various locations within these two recreation areas. Bidders are encouraged to visit the site prior to submitting a proposal.

1.2 Project Location. Lake Ashtabula is located approximately 10 miles north of Valley City, ND, see Figure 1.

Figure 1: Location of Lake Ashtabula and the Recreation Areas at Eggerts Landing and at East Ashtabula Crossing

East Ashtabula Crossing Recreation Area

Eggerts Recreation Area

1.3 References. The publications listed below form a part of this statement of work to the extent referenced.

The publications are referred to within the statement of work by the basic designation only.

NORTH DAKOTA DEPARTMENT OF TRANSPORTATION – 2008 STANDARD SPECIFICATIONS

MANUAL (ND/DOT) [ http://www.dot.nd.gov/dotnet/supplspecs/standardspecs.aspx ]

230 Reshaping Roadway and Subgrade Preparation 401 Prime, Tack, or Fog Coat 408 Hot Bituminous Pavement 409 Hot Bituminous Pavement Quality Control / Quality Assurance 411 Milling Pavement Surface

US ARMY CORPS OF ENGINEERS (USACE)

USACE EM 385-1-1 Safety and Health Requirements Manual (2008) [ http://140.194.76.129/publications/eng-manuals/em385-1-1/2008_English/toc.html ]

1.4 General Requirements.

A. Project Completion Date. All work shall be completed prior to 27 May 2010. Paving operations shall not take place between 17 October 2009 and 1 May 2010 without approval of the Contracting Officer.

B. Coordination with Others and Work Restrictions.

i. Coordination with Others.

a. The Facility Managers are Jeff Huseby, Lead Maintenance or Rich Schueneman, Resource Manager.

Their office is located at the main office building at the Baldhill Dam which is located at the south end of Lake Ashtabula. Their office phone number is 701-845-2970.

b. There may be other projects that may be underway concurrently with the work of this contract. If so, the Contractor shall make reasonable efforts to coordinate work efforts with the other contractor(s) to avoid conflicts and interference. If conflicts occur that cannot be reasonably resolved, the Contractor shall immediately notify the Contracting Officer about the situation.

ii. Work Restrictions. For public safety purposes, the Contractor can close the recreation areas to public access during working operations. Coordination with the Facility Manager(s) must be made at least 15-days prior to beginning work in any of the recreation areas in order to coordinate traffic control issues, equipment storage, and work day parameters. The Contractor shall furnish all barricades and signage necessary to safely close the areas to public access. The Contractor shall conduct operations so as to minimize the closure of the areas and to cause the least possible interference with normal operations of the activity.

C. Measurement and Payment. Bid Items 0001 through 0005 will be paid by unit price for the stated quantity of materials. The unit price for each item shall include all ancillary costs such as surface preparation/reconditioning and shall include providing plant, equipment, tools, supplies, labor, supervision, incidental materials, quality control, environmental protection, meeting safety requirements, and for performing all work required for which separate payment is not otherwise provided. Compensation for all work shown, specified, or essential to completion of the project shall be included in the bid items. The payment provided for in the contract includes compensation for all risk, loss, damage, and expense arising out of the nature of the work or its prosecution.

D. Submittals. Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. Governmental approval is required for critical materials, deviations, and other items as designated by the Contracting Officer Representative. Government approved submittals are considered to be "shop drawings." All submittals not requiring Government approval will be for information only;

they are not considered to be "shop drawings".

SD-01 Preconstruction Submittals:

http://www.dot.nd.gov/dotnet/supplspecs/standardspecs.aspx

Safety Plan; G Environmental Protection Plan; G Quality Control Plan; G

SD-02 Certificates:

Batch Plant Certificates for all Bituminous Asphalt materials; G

SD-03 Delivery Tickets:

Delivery tickets showing description of material and amount of material purchased for incorporation in this work; G

E. Safety and Occupational Health. Prior to the on-site pre-construction meeting, the Contractor/Erector shall submit a Safety Plan for performing the work. The Safety Plan shall be in conformance with USACE EM 385 1 1.

The Safety Plan will be reviewed by Contraction Officer Representative and discussed at the on-site pre-construction meeting. The Safety Plan shall be approved prior to starting work at the project site.

F. Permits. It is the Contractor’s responsibility to apply for and comply with any required permits.

G. Environmental Protection Plan. Prior to the on-site pre-construction meeting, the Contractor/Erector shall submit an Environmental Protection Plan for review and approval by the Contracting Officer Representative. The purpose of the Environmental Protection Plan is to present a comprehensive overview of known or potential environmental issues which the Contractor must address during construction.

H. Temporary Construction Facilities.

i. Project Signs. The Contractor/Erector shall furnish and erect a Project sign and a Safety sign in a location selected by the Contracting Officer Representative at the project site within 7 days after receipt of the notice to proceed. The requirements for the signs and their content shall be as shown on Attachment 1. The data required by the safety sign shall be corrected daily. Signs shall be maintained throughout the construction period, and upon completion of the project, the signs shall be removed from the site. The PROJECT DESCRIPTION and PROJECT NAME shall be as follows:

PROJECT DESCRIPTION: Operation and Maintenance of Existing Facilities

PROJECT NAME: Bituminous Resurfacing at Lake Ashtabula Recreation Area

ii. Restoration of Work Areas. Construction debris, waste materials, packaging material and the like shall be removed from the work site. Any dirt or mud which is tracked onto paved or surfaced roadways shall be cleaned away. Areas used by the Contractor/Erector for the storage of equipment or material, or other use, shall be restored to the original or better condition. Grassed areas shall be restored to its original condition, including topsoil and seeding as necessary.

I. Quality Control. 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 including but not limited to the following:

• Prime Coat application rate

• Tack Coat application rate and temperature

• Bituminous material certificates, delivery tickets, and temperature at delivery

• Density and thickness of each bituminous course.

Copies of the records of inspections and tests, as well as the records of corrective action taken, shall be furnished to the Government as directed by the Contracting Officer.

PART 2 – PRODUCTS

2.1 Materials.

A. Prime Coat – Grade MC Liquid Asphalt MC-30.

B. Tack Coat – Grade CSS-1 or CSS-1H.

C. Bituminous Asphalt Base Course – HMBP Class 29 per ND/DOT 408.

D. Bituminous Asphalt Wearing Course – HMBP Class 29 per ND/DOT 408.

2.2 Quality Control for Bituminous Materials – Hot Bituminous Pavement Quality Control / Quality Assurance per

ND/DOT 409

PART 3 – EXECUTION

3.1 Installation Requirements.

A. Milling Operations. In areas where bituminous asphalt will abut or tie into existing pavement, the area to be overlaid shall be milled to provide a minimum of 1-1/2 inch vertical butt joint between adjoining surfaces. Milling operations shall be in accordance with ND/DOT 411. The Contractor shall: 1) provide all necessary auxiliary equipment, including water for the milling machine and sweeper, 2) provide a clean-up crew with compressor and jackhammer to remove any material that cannot be milled by machine, and 3) dispose of all milled material.

B. Preparation of Gravel Surfaces. In areas where bituminous base course will be placed on existing gravel surfaces, the existing gravel surfaces shall be graded/leveled and compacted to a smooth surface and a Prime Coat applied to the prepared gravel surface. Prior to applying the Prime Coat, the Contracting Officer will inspect underlying surfaces for acceptability before granting approval to proceed with subsequent operations. Immediately prior to applying the Prime Coat, the underlying surface shall be cleared of all foreign matter using power blowers, power brooms, or hand brooms.

C. Preparation of Existing Pavement. In the areas to be overlaid with new pavement, the Contractor shall seal cracks and recondition the existing pavements in accordance with ND/DOT 401. Prior to applying the Tack Cost, the Contracting Officer will inspect underlying surfaces for acceptability before granting approval to proceed with subsequent operations. Immediately prior to applying the Tack Coat, the underlying surface shall be cleared of all foreign matter using power blowers, power brooms, or hand brooms.

D. Placement of Bituminous Asphalt Base Course. The areas designated to receive 4 inch asphalt overlay or new pavement shall have a 2.5 inch base course placed on the prepared surface. The areas designated to receive 3 inch asphalt overlay shall have a 1.5 inch base course placed on the prepared surface. Prior to placing the Bituminous Asphalt Base Course., a Tack Coat or Prime Coat (as applicable) at an application rate per ND/DOT 401 shall be applied to the clean prepared surfaces.

E. Placement of Bituminous Asphalt Wearing Course. A 1.5 inch wearing course shall be placed over all base courses. Prior to placing the Bituminous Asphalt Wearing Course, a Tack Coat at an application rate per ND/DOT 401 shall be applied to the clean, prepared surfaces.

F. Placement of Miscellaneous Patching. The Lake Ashtabula Facility Manager(s) will direct the Contractor to place HMBP Class 29 in various sized patches as needed in various locations to be determined within the two recreation areas. Per ND/DOT 408, the Contractor shall clean and prepare all areas to be patched and apply the appropriate prime or tack coat prior to placing the bituminous patch material.

G. Repair of Pavement Failure on Eggerts Landing Road. Prior to overlaying the pavement on Eggerts Landing road, the failed area depicted in Photo 1 shall be repaired. As minimum, the Contractor shall: 1) Remove pavement a minimum of 1-ft beyond failed area, 2) Replace/supplement aggregate base as needed to relevel base, 3) Place bituminous asphalt as needed to relevel roadway, and 4) Proceed with pavement overlay.

3.2 Warranty. All work shall be warranted for a period of one (1) year from final completion of project for all materials and workmanship.

PART 4 –Sign Requirements (3 pages)

PROJECT SIGN

The graphic format tor this 4' x 6' sign panel follows the legend guidelines and layout as specified below. The large 4' x 4' section of the panel on the right is to be white with black legend. A 2' x 4' decal provided by the Corps shall be placed on the left side of the sign panel. For projects funded under American Recovery and Reinvestment Act an ARRA decal will be provided by the Corps and shall be placed on the lower left side of the sign panel as illustrated below.

ARRA

Decal

Project Description: One to three line project title describes the work being done under this contract. Color: Black;

Typeface: 3" Helvetica Bold; Maximum line length: 42".

Project Name: One to three line identification of project or facility.

Color: Black; Typeface: 1.5" Helvetica Bold; Maximum line length: 42".

Cross-align the first line of PROJECT NAME with the first line of the Corps Signature as shown.

Contractor: One to five line identification of prime contractors including: type (architect, general contractor, etc.), corporate or firm name, city, state.

Color: Black; Typeface: 1.25" Helvetica Bold; Maximum line length: 21".

All typography is flush left and ragged right, upper and lower case with initial capitals only as shown. Letter and word spacing to follow Corps Standards (EP 310-1-6a and 6b), [ http://corpslakes.usace.army.mil/employees/sign/manual.html ].

SAFETY SIGN

All typography is flush left and rag right, upper and lower case with initial capitals only as shown. Letter and word spacing to follow Corps Standards (EP 310-1-6a and 6b), [ http://corpslakes.usace.army.mil/employees/sign/manual.html ].

Legend Group 1: Standard two-line title "Safety is a Job Requirement" with (8" od.) Safety Green First Aid logo.

Typeface: 3" Helvetica Bold; Color: Black.

Legend Group 2: One- to two-line project title legend describes the work being done under this contract and name of host project. Color: Black; Typeface: 1.5" Helvetica Regular; Maximum line length: 42".

Legend Group 3: One- to two-line identification: name of prime contractor and city, state address.

Color: Black; Typeface: 1.5" Helvetica Regular; Maximum line length: 42".

Legend Group 4: Standard safety record captions as shown.

Color: Black; Typeface: 1.25" Helvetica Regular.

Replaceable numbers are to be mounted on white 0.060 aluminum plates and screw-mounted to background. Color:

Black; Typeface: 3" Helvetica Regular; Plate size: 2.5" x 4.5".

SIGN ERECTION DETAILS

Signs may be mounted on 4x4 skids rather than affixed to the ground; this will enable the signs to be reused from one recreation area to the other.

(End of Summary of Changes)