A10_Amendment_00002.pdf

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

This Amendment is hereby issued to change the Period of Performance from 120 days to 180 days.

All other terms and conditions of this Solicitation remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 6

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

16C. DATE SIGNED

BY 04-Jun-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 W912DR-14-T-0066

X 9B. DATED (SEE ITEM 11)

25-Apr-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

04-Jun-2014

CODE

USACE, BALTIMORE

10 S. HOWARD STREET

BALTIMORE MD 21201

W912DR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DR-14-T-0066

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been modified:

STATEMENT OF WORK

STILLWATER DAM

FOREST CITY, PENNSYLVANIA

SLOPE INCLINOMETER CASING INSTALLATION

STATEMENT OF WORK

1. Summary: The Contractor shall provide all labor, supervision, materials, equipment and supplies required to install a slope inclinometer casing in the Dam Tenders’ Shop and Office Building at Stillwater Lake near Forest City, PA.

2. Location: Stillwater dam is located on the Lackawanna River in Susquehanna County about 4 miles upstream from Forest City, Pennsylvania. The dam is about 30 miles upstream from Scranton, Pennsylvania and 39 miles above the confluence of the Lackawanna River with the Susquehanna River. Reference attached drawing 47A02-2 for Location, Vicinity and Site Maps.

3. Existing Conditions: Cracks are present along the southern exterior wall and perpendicular interior wall of the Dam Tenders’ Shop and Office Building (Reference attached photos).

The Dam Tenders Shop and Office Building is located along the downstream (southeastern) edge of the crest of the dam as designated as the “Utility Building Area” on the PLAN detail on the attached drawing 47A36-1. The slope of the embankment directly behind the Dam Tenders Shop and Office Building is 1 on 2 (1 vertical to 2 horizontal) and consists of an estimated 4.0 foot thick layer of dumped rock protection over an impervious fill embankment and extends downward towards the downstream stilling basin.

4. Installation: To determine if the cracks in the building are the result of movement of the embankment directly behind the Dam Tenders Shop and Office Building, the Contractor shall install an 85mm diameter patented Groove shaped QC Coupling Style slope inclinometer casing manufactured by the SLOPE INDICATOR Company (3450 Monte Villa Parkway, Bothell, WA 98021, Tel: 425-806-2200, www.slopeindicator.com) from garage finished floor elevation 1637.5 to approximately elevation 1587.0 feet AND anchored a minimum of 2 feet into rock at a location within the garage/workshop area of the Dam Tenders Shop and Office Building as directed by the Contracting Officer. Access into the garage/workshop area is through overhead doors that are 8.0 foot high by 10 foot wide. The garage has a low headroom clearance of 10.0 feet between joists (9 feet to the bottom of joists) and a concrete slab thickness of 6 inches with welded wire mesh (Reference the attached sheet 47A130-1). The slope inclinometer casing shall be assembled and installed and performance tested per the QC INCLINOMETER CASING INSTALLATION GUIDE

51150099 authored by the SLOPE INDICATOR Company with the exception that drilling shall be completed per the attached ER 1110-1-1807 PROCEDURES FOR DRILLING EARTH EMBANKMENTS, March 2006. Protective flush mount cap and enclosure shall also be provided.

SPECIAL CONDITIONS

1. Commencement of Work: Work shall commence no later than 30 days after award and be completed within 180 days. The start date will be coordinated with the Head Dam Operator, Mr. Joe Chernesky.

2. Performance of Work: The Contractor shall perform work only during normal Corps of Engineers duty hours (7:30 a.m. to 4:00 p.m., Monday through Friday, excluding national holidays). Exceptions to this condition must be coordinated with and approved in advance by the Operations Manager of Susquehanna River Project, George Bielen.

3. Accident Prevention: In performing this contract the Contractor shall comply with all current

Federal, State and Local safety regulations, including Corps of Engineers Safety and Health Requirement Manual EM 385-1-1 and shall comply with any subsequent changes.

Information regarding acquiring the Corps of Engineers Safety and Health Requirement Manual EM 385-1-1 may be found on the USACE Headquarters website at http://www.usace.army.mil/SafetyandOccupationalHealth/SafetyandHealthRequirementsMa nual.aspx. Prior to commencement of work under this contract the Contractor shall furnish the following for approval by the Government:

a. Accident Prevention Plan Section I, Article 01.A.11, EM 385-1-1, dated 15 Sep 08

b. Activity Hazard Analyses Section I, Article 01.A.13, EM 385-1-1, dated 15 Sep 08

4. Operations and Storage Areas: The Contractor shall confine all operations (including storage of materials) to areas authorized or approved by the Head Dam Operator. The Contractor shall hold and save the Government, its officers, and agents free and harmless from liability of any nature occasioned by the Contractor’s performance.

5. Housekeeping: The Contractor shall keep the work area, including storage areas, free from accumulations of waste materials. Before completing the work, the Contractor shall remove from the work site and premises, any rubbish, tools, equipment, and materials that are not property of the Government. Upon completing the work, the Contractor shall restore the work area to the original condition, satisfactory to the Contracting Officer’s Representative

(COR).

6. Environmental Protection: The Contractor is required to comply with all Federal, State, and Local environmental regulations.

7. Permits and Licenses: The Contractor shall, at his/her own expense, obtain any license or permits required to perform the contract. The Contractor shall comply with all Federal, State and Local laws and regulations and shall comply with any subsequent changes.

8. Records and Reports: In addition to the administrative requirements dictated elsewhere in this contract, the Contractor shall complete a Daily Construction Quality Control Report form to maintain record of contract performance, accident/injury incidence, and observance of project deficiencies. Forms will be distributed at pre-work conference. All required submittals shall be submitted to Mr. Jeff Meadows.

VIA Post Mail: U.S. Army Corps of Engineers Susquehanna River Project ATTN: Jeff Meadows 306 Railroad St. 2nd Floor (Rear) Danville, PA 17821

VIA Electronic Mail: Jeffrey.L.Meadows@usace.army.mil

9. Superintendent: The Contractor shall act as, or provide a Superintendent who is responsible for quality control whenever the work specified herein is being performed. The Superintendent shall conduct overall management coordination and be the central point of contact with the Government for performance of all work under this contract. The Superintendent and any individual designated to act for him/her shall have full authority to contractually commit the Contractor for prompt action on matters pertaining to the administration of the entire contract. Such authorization shall be submitted in writing to the Government representative. The Superintendent shall deal directly with the designated, for normal day-to-day administration of the contract provisions. Superintendent’s (s) will be required to attend pre-work conference prior to commencing work under this contract.

10. Project Operation: Stillwater Lake Dam is a flood control project and the Contractor’s access to the work area and the execution of the requirements specified herein shall not interfere with the daily operations of the projects or employees. It is the responsibility of the Contractor to coordinate all work with the Mr. Chernesky.

11. Submittals: Prior to commencement of work under this contract the Contractor shall furnish the following for approval by the Government.

a. Accident Prevention Plan: Section I, Article 01.A.11, EM 385-1-1, dated 15 Sep 08.

b. Activity Hazardous Analysis: Section I, Article 01.A.13, EM 385-1-1, dated 15 Sep

08.

c. Water Quality Plan: A Water Quality Plan to include provisions for halting work if spills or emissions are observed entering into bodies of water. The plan shall also address cleanup and reporting procedures.

d. Work Plan: A Work Plan to include but not limited to drilling techniques, grouting, grout mixtures, inclinometer casing assembly and installation.

e. Manufacturers Product Data Sheet: Product Data Sheets of inclinometer casing and grout.

f. Contractor Qualifications: Qualifications of the specialty contractor performing the work to include at least 3 examples of similar projects. The Contractor shall have a minimum of 5 years experience in successful drilling and inclinometer installation.

CONTRACT ADMINISTRATION DATA

1. Contracting Officer’s Representative: The authorized representative of the Contracting Officer (COR) for this contract is:

Mr. George A. Bielen, P.E.

306 Railroad St. 2nd Floor (Rear)

2. Technical Monitor: The Technical Monitor (TM) for this contract is:

Mr. Jeffrey Meadows

306 Railroad St. 2nd Floor (Rear)

SECTION 00010 - SOLICITATION CONTRACT FORM

The contractor period of performance end date has increased by 60 days from 120 days to 180 days.

(End of Summary of Changes)