B.08.03_-_Solicitation_Amendment__1.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 to revise the Scope of Work. Refer to sections 2.2.1 and 12.1.3.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 10

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

16C. DATE SIGNED

BY 12-Apr-2019

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 W912DQ19B1007

X 9B. DATED (SEE ITEM 11)

25-Mar-2019

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 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-Apr-2019

CODE

USACE, KANSAS CITY +

FEDERAL BLDG, CT-C

601 E 12TH ST RM 647

KANSAS CITY MO 64106-2896

W912DQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DQ19B1007

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The following have been added by full text:

SCOPE OF WORK REVISED

DESCRIPTION OF WORK AND GENERAL REQUIREMENTS

Revised 12 April 2019

1. DESCRIPTION OF WORK:

1.1. General Description:

1.1.1 The Contractor shall complete removal of two underground storage tanks, 1000 gallon Diesel and 1000 Gallon Unleaded Fuel tanks, at Rathbun Lake (Centerville, IA) to include all concrete, pumps, piping, and monitoring system. Tank material is STI-P3, 10 gauge, type 1 double wall tanks. Disposal or recycling of all materials will be the contractor’s responsibility.

Contractor shall provide all site preparation, materials (unless otherwise noted as supplied by Government), equipment, and labor necessary to meet the requirements of the scope of work.

1.2. Location: Rathbun Project Office

U.S. Army Corps of Engineers 20112 Hwy J5T, Centerville, IA 52544-9461

1.2.1 Points of Contact: John Pasa

john.p.pasa@usace.army.mil 816-389-3114

Phillip Brown Phillip.h.brown@usace.army.mil 816-389-3108

1.3. Work Hours: The standard work day is 7:30am to 4:30pm Monday thru Friday, excluding Federal holidays. Work hours may be adjusted with approval of Contracting Officer Representative (COR) or Operations Project Manager.

2. PRINCIPAL FEATURES: The work to be performed will include, but not be limited to, the following principal features:

2.1. Underground Storage Tank (UST) Removal

2.1.1 Existing conditions: The UST removal site is located within a fenced compound at the USACE project/maintenance compound. The site is located near an asphalt parking lot, but does not connect to the concrete to be removed, there is an approximate 4 feet space between.

2.2 Site Remediation:

2.2.1 Complete remediation of the site to include removal of pumps, piping, and associated concrete (16’x 29’ pad), disposal of all waste materials to include tank sludge, fuel, impacted soil around the tanks and pumps. Max depth of excavation is estimated to be no greater than 12 feet.

During excavation the contractor shall monitor any changes to soil or sand that surrounds the UST’s that displays signs of contamination. If contamination is present the COR is required to be notified to verify the quantity that needs to be removed. Contractor shall include a line item for disposal of contaminated soil at a per 55 gallon barrel quantity. All waste materials must be disposed of in accordance with Iowa Department of Natural Resources (IDNR) approved procedures and at an approved facility.

2.2.2 Backfill of tank excavation will be completed with lake provided material, (POC will provide the material location), backfill material must be compacted into excavation with excavator bucket, and ground surface is to be level and approximately 4 inches below existing grade. Backfill must be placed in lifts not exceeding 12 inches and at a minimum be bucket compacted, to limit settling of fill materials. Compaction will be tight enough so that no more than 1 inch imprint from a rubber tired machine will be present after driven across.

2.2.3 An approximate layer of 4 inch class A gradation material (lake provided, POC will provide material location) will be used to tie in the excavated area to existing grade. Contractor will be required to transport and place all material. Finish grade of the excavation will match existing grade of surrounding area. Work area is to be returned to equal or better shape than prior to the project beginning. Area may be crowned vertically with additional material no more than 2 inches, starting at the center of the backfill sloping out to the 4 sides of the perimeter. The additional material will allow for additional settling.

2.2.4 The current electrical system is not to be damaged or removed. The current electrical system will be repurposed for the above ground storage tanks.

2.3 Plans and Documentation

2.3.1 Contractor Daily Written and Photographic Documentation Contractor shall submit daily logs of work conducted. Contractor may use own form for documentation. Photos of all phases of the project are required and shall be submitted to John Pasa in .jpeg formatting upon job completion. Each photo shall have a time date stamp. It is recommended that daily logs are submitted on a daily basis.

2.3.2 Contractor may use own form for documentation. The following information must be included:

Date Equipment Used Total hours worked that day Contractor Name Precipitation Controversial Matters

Weather description Methods Used Miscellaneous Remarks Air temperature Work completed that day Size of crew Problems encountered

2.4 Coordination with Iowa Department of Natural Resources (IDNR)

2.4.1 Per IDNR procedures for tank closure, the Contractor will submit Form 542-1308 to IDNR, 30 calendar days prior to commencing actual tank removal. The exact date and time of the removal must be provided to the appropriate district office at least three working days prior to the on-site activity proceeding. An environmental assessment (EA) is required for all buried tank removal sites. An EA consultant must provide required information/documentation to IDNR. http://www.iowadnr.gov/Environmental-Protection/.

2.4.2 Underground Storage Tank Closure:

2.4.2.1 Contractor shall follow the IDNR UST removal regulations in accordance to 567 IAC, chapters 120 and 135, applicable OSHA regulations and specifications of Iowa DOT 2537. A closure notice form and a closure report form must be submitted at the appropriate times per IDNR by the contractor. All IDNR closure procedures must be adhered to, IDNR closure procedures http://www.iowadnr.gov/Environmental-Protection/Land-Quality/Underground- Storage-Tanks/UST-Owners-Operators/Tank-Closure-Information. Contractor shall provide copies of all forms submitted to and received from IDNR to John Pasa, Centerville, IA.

2.5 Site Plans/Photos and Site Visits:

Contractors are encouraged to schedule a site visit prior to bidding on this contract. John Pasa (816-389-3114) can be contacted to schedule a site visit. Existing site pictures, installation pictures, and installation diagrams are included in attached Rathbun UST Removal Drawing Section file.

Attachment file titled “Rathbun UST Removal Drawing Section” include the following:

Pic. 1 - Jobsite looking east Dra. 2 - Shop Drawings Pic. 2 - Jobsite looking south Pic. 5 - General Location Pic. 3 - Jobsite looking west Pic. 6 - Rathbun Project House Pic. 4 - Original installation Pic. 7 - UST Location Dra. 1 - Shop Drawings

2.6 Occupancy of Premise

Before work is started, it is the contractor’s responsibility to arrange with Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors and stairways.

2.7 Construction Process Plan

Construction Plan shall include all of the following:

2.7.1 A plan clearly indicating areas of work and description of the work to be completed. Description of work must include processes for demolition, excavation, backfill and final grading.

2.7.2 A time line/schedule of the construction from start to completion.

2.7.3 Material Removal and disposal plan. This plan shall contain all plans and list of state approved landfills.

2.7.4 Submit a testing and remediation plan for the disposal of hazardous material.

2.7.5 The construction process plan shall be submitted for approval prior to work being started.

2.7.6 A plan to minimize the amount of waste that will be placed into a landfill, by either recycling or reutilizing.

2.8 Submittals

Once submittals are received the government has 10 working days for review and acceptance.

2.8.1 Preconstruction Submittals

2.8.1.1 Hazardous Material Testing Plan

2.8.1.2 Construction Process Plan

2.8.1.3 Environmental Hazard Mitigation Plan

2.8.1.4 Material, Delivery, Storage and Placement Plan

2.8.1.5 Disposal of Demolition Materials Plan

2.8.1.6 Testing and Remediation Plan for Hazardous Material

2.8.1.7 Quality Control Plan

2.8.1.8 Daily Log Format

2.8.1.9 Project Schedule

2.8.1.10 All forms for Iowa Department of Natural Resources for Underground Storage Tank for Closeout

2.8.1.11 Waste Diversion/Recycling Plan

2.8.2 Closeout Submittals

2.8.2.1 Daily Reports

2.8.2.2 Photographic Documentation

2.8.2.3 Disposal of Hazard Waste Documentation

2.8.2.4 All forms associated with the Iowa Department of Natural Resources for Underground Storage Tank for Closeout.

2.8.3 All submittals (one copy of each) shall be sent electronically or hard copy to the following:

Primary Contact: Alternate Contact:

U.S. Army Corps of Engineers U.S. Army Corps of Engineers Rathbun Lake Rathbun Lake Attn: John Pasa Attn: Phillip Brown 20112 Hwy J5T, 20112 Hwy J5T, Centerville, IA 52544-9461 Centerville, IA 52544-9461 Fax: 641-647-2888 Fax: 641-647-2888 Email: john.p.pasa@usace.army.mil Email: phillip.h.brown@usace.army.mil

3. SEQUENCE OF WORK:

3.1 Contractor shall coordinate scheduling (minimum of five working days’ notice prior to mobilizing) and the construction sequence with project personnel to minimize interference and allow for planning/coordination by project staff.

4. FIELD MEASUREMENTS: The Contractor shall verify all measurements at the project site and shall be responsible for all dimensions, fittings, and the proper installation of all materials and equipment specified.

5. PERMITS: The Contractor shall be responsible for obtaining any required permit.

5.1. Hot Work Permit: The Contractor shall be liable for any fire loss to Government property attributable to negligence on the part of the Contractor, including failure to comply with fire prevention measures prescribed by terms of this contract.

6. SAFETY REQUIRMENTS:

6.1. Protection from Hazards: During progress of work, the Contractor shall protect all personnel, whether Government or civilian, from any and all safety hazards caused by the construction operations.

6.2. Traffic Control: Contractor shall provide all temporary signs and markers as necessary to maintain safety in the worksite. All signs shall conform to the latest edition of the Manual of Uniform Control Devices (MUTCD).

6.3. U.S. ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS

MANUAL, EM 385-1-1 (2014)

6.3.1 EM 385-1-1 and its changes are available at http://www.hq.usace.army.mil (at the HQ homepage, select Safety and Occupational Health). Select the appropriate manual. The Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

2014 Version:

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1- 1.pdf

6.3.2 Contractor shall prepare a site-specific Accident Prevention Plan (APP). Prepare the APP in accordance with the format and requirements of USACE EM 385-1-1. Cover all paragraph and subparagraph elements in USACE EM 385-1-1, Appendix A, "Minimum Basic Outline for Accident Prevention Plan". The APP shall be job-specific and address any unusual or unique aspects of the project or activity for which it is written.

6.3.3 An Activity Hazard Analysis must be provided prior to breaking ground. The Activity Hazard Analysis must address all foreseeable safety concerns such as electrical safety, safety zone protection, fall protection, fire safety, personal protective equipment, signage/protective fencing and hazardous material handling.

6.3.4 At least 72 hours prior to any excavation Iowa one-call shall be contacted for utilities clearances.

7. SPECIAL REQUIREMENTS:

7.1. Contractor shall ensure that means of access is not impeded during construction.

8. SECURITY:

8.1. In unoccupied facilities, the Contractor shall be responsible for the security of the facility;

i.e., all exterior doors shall be locked, windows closed and locked, etc.

8.2. The Contractor shall not be on site without prior notification to the Corps of Engineers COR or otherwise designated person(s).

8.3. Contractor personnel shall have valid civilian ID's and Contractor vehicles shall have a valid registration.

8.4. ANTITERRORISM/OPERATION SECURITY REQUIREMENTS

8.4.1 All contractor and all associated sub‐contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

8.4.2 All contractor and all associated sub‐contractors employees will receive a CORPS Watch information paper (provided by the authorized government representative) and provide a written acknowledgement to the COR, no later than 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract.

8.4.3 The Contractor must pre‐screen candidates using the E‐verify Program (http://www.dhs.gov/E‐Verify) website to meet the established employment eligibility requirements. The vendor must ensure that the candidate has two valid forms of government issued identification to ensure the correct information is entered into the E‐verify system. An initial list of verified/eligible candidates must be provided to the COR no later than 3 business days after the initial contract award.

8.4.4 Per the E-Verify Website the following exemptions apply:

Employers whose contracts are exempt from the E-Verify federal contractor rule are not required to enroll in E-Verify. A contract is considered exempt if any one of the following applies: (1) It is for fewer than 120 days. (2) It is valued at less than $150,000, the simplified acquisition threshold (Source: http://www.uscis.gov/e-verify/federal-contractors/exemptions-and-exceptions).

8.4.5 All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

9. APPLICABLE PUBLICATIONS: The publications referenced herein shall be the most recent at the time of solicitation.

10. WORKSITE HOUSEKEEPING:

10.1. The Contractor shall remove all trash and disposal material from the worksite before the end of each day. The Contractor shall take all possible precautions to maintain the work site, at all times, in a condition that will prevent damage or injury to person or property, Government or otherwise. The above precautions shall include protection from weather conditions. The Contractor shall be responsible for all damages caused by the negligent acts or omissions of his employees, sub-contractors, or agents during Contract performance.

10.2. Materials to be used within 1 week of delivery and scrap material to be used as work progresses shall not be required to be in screened area. However, all such items shall be placed in an orderly manner (i.e. dirt, rock, etc., in piles and stackable items such as pipe, brick, lumber, etc., stacked off the ground on pallets in an orderly manner).

11. RESPONSIBLITY FOR DAMAGE

11.1. Damage to Personal Property: The Contractor shall be solely responsible for all damage to Government and occupant personal property caused by the Contractors' personnel, subcontractors, his agents, or by the performance of his work.

11.2. Damage by Negligence: Damage resulting in gas leaks, electrical outages, loss of heat during cold weather, water leaks, unsecured facilities, weather damage, or oil/hazardous waste spills shall be responded to by the Contractor within 2 hours and repaired within one workday. If the Contractor fails to comply with these requirements, the Government reserves the right to repair the damage and charge the cost to the Contractor. Contractor shall protect all areas through which he will be transporting demolition debris or construction materials. Any damaged turf, sidewalks, roads, vegetation, site amenities, etc, shall be replaced or repaired by the Contractor prior to final Contract closeout.

12. DISPOSAL OF MATERIALS: All materials removed and not reused or designated as salvage material in this project shall become the property of the Contractor, unless otherwise specified, and shall be the Contractor's responsibility for lawful disposal.

12.1. All other wastes generated during Contractor operations shall be disposed of by the Contractor at his/her expense.

12.1.1. Solid wastes (excluding clearing debris) shall be placed in containers which are emptied on a regular schedule. Handling, storage, and disposal shall be conducted to prevent contamination. Segregation measures shall be employed so that no hazardous or toxic waste will become co-mingled with solid waste. The Contractor shall transport solid waste off Government property and dispose of it in compliance with Federal, State, and local requirements for solid waste disposal. A Subtitle D RCRA permitted landfill shall be the minimum acceptable off-site solid waste disposal option. The Contractor shall verify that the selected transporters and disposal facilities have the necessary permits and licenses to operate. The Contractor shall comply with Federal, State, and local laws and regulations pertaining to the use of landfill areas.

12.1.2. Wastes classified as hazardous wastes under the Resource Conservation and Recovery Act shall be disposed of, unless otherwise specified in this contract. No hazardous waste shall be disposed of without prior review of the disposal documents, and the approval of the Contracting Officer and the Directorate of Public Works Environmental Coordinator, or his designated representative. The Contractor shall provide an original copy of the disposal document from the approved EPA or State permitted disposal facility for each shipment of hazardous waste generated in this project to the Contracting Officers Representative.

12.1.3 If contaminated soil is found after award, the contractor will submit a written proposal for the removal and disposal of the contaminated materials. A cubic yard disposal line item will be included in this new written proposal. This must include all required hazardous material disposal permits and utilization of an Iowa DNR approved disposal site. Special Waste authorization numbers may be obtained from Iowa DNR (515-725-8337). The cost per cubic yard of contaminated soil removal shall include additional line items for any additional materials not designated in this scope of work.

12.1.4 Unified Facilities Guide Specifications (UFGS) 01572, “Construction and Demolition Waste Management,” indicates the Government policy is to “use all reasonable means to divert construction and demolition waste from landfills and incinerators and to facilitate their recycling and reuse.” The Contractor shall make all attempts to divert waste material from landfills in coordination of this guidance.

The following have been deleted:

SCOPE OF WORK

(End of Summary of Changes)