A.07.24_Amendment_0002_Released.pdf

W58XUW71462647

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

SEE PAGE TWO

1. CONTRACT ID CODE PAGE OF PAGES

J 1 15

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

16C. DATE SIGNED

BY 07-Sep-2017

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 W912DQ17T1041

X 9B. DATED (SEE ITEM 11)

18-Aug-2017

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

07-Sep-2017

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:

W912DQ17T1041

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0002

The purpose of this amendment (amendment 0002 – amendment 0001 was an internal administrated amendment) is to answer question from August 29, 2017 site visit.

New questions are to be emailed to Mr. Vasseur via email, Andre.D.Vasseur@usace.army.mil by 3:00 P.M. on Friday 8 September 2017 in order to be reviewed and responded to.

QUESTIONS AND ANSWERS:

ADMINISTRATIVE

QUESTION: Submission Requirements- Will just an email copy of the offeror’s quote be acceptable or is an original and copy required to be delivered to the USACE Office?

ANSWER: Quotes may be delivered either by email or delivered to the USACE Office in Kansas City.

QUESTION: Offer Guarantee- SF 1442 section 13.B requires an offer guarantee. What will be an acceptable form of an offers guarantee?

ANSWER: SF 1442 Block 13.B is changed to read not required.

TANK REMOVAL

QUESTION: Will access to the site be available up to a few weeks prior to construction to all for the collection and analysis of material in the tanks?

ANSWER: Yes, M-F 7:30-4:00. Coordination with government personnel @ phone number 660 438 7317 ext 1 will be necessary.

QUESTION: Does the Site have Missouri and EPA generator ID numbers for the disposal of hazardous waste?

If not what will the contractors level of involvement be in obtaining ID numbers and reporting if required?

ANSWER: The Hazardous Waste Generator ID will be provided upon award.

QUESTION: Will staging or construction activities be prohibited in any specific areas?

ANSWER: Staging area will be discussed at the Preconstruction Meeting. There will be limitations with regards to the User’s facility operations.

QUESTION: Is crushed limestone a suitable backfill material or is soil required below the required 6 inches of base rock?

ANSWER: Yes, as long as it is fully compacted (with fines) or consolidated (no fines)

QUESTION: Is off-site disposal of removed concrete required or could clean concrete be used as backfill material on-site?

ANSWER: Off-site disposal will be required

QUESTION: In-Ground Tank Construction- Are the existing in-ground tanks sitting on a concrete pad/vault? If so, is this concrete to be removed or can it remain.

ANSWER: It is not suspected at this time. If it is encountered it should be treated as a differing site condition and answers can be provided at that time (see Clause 52.236-2).

QUESTION: Water Intrusion- Is the vault or cavity around the in-ground tanks presumed to be filled with water?

If so this will require additional work to pump the water, contain/store onsite and testing for contamination. If found contaminate it will also require disposal per DNR regulations. This would be above and in addition to Item NO 0003 / Option #2 for the contaminated soil.

ANSWER: No vault is suspected. If one is encountered then it shall be treated as a differing site condition (see Clause 52.236-2).

AST INSTALL

QUESTION: Does the tank have to be a UL-Listed 2085 Fireguard tank (steel tank wrapped with concrete) or can we bid a Flameshield double wall Tank?

ANSWER: The product shall meet or exceed the requirements of UL 2085.

QUESTION: What style of dispenser is required? Remote or one that sits on top of the tank?

ANSWER: Top mounted pumps for each fuel type.

QUESTION: Do they want a meter on the pump?

ANSWER: Yes, the meter is necessary for both gas and diesel

QUESTION: How long of a hose is needed?

ANSWER: 12’ hose for gas, 20’ hose for diesel...both must be equipped with an auto-shut-off handle

QUESTION: Do they want a gauge on the tank?

ANSWER: Yes, a gauge is needed for both gas and diesel.

QUESTION: Do they want a overfill valve or just a overfill alarm?

ANSWER: Neither

QUESTION: Option #1 Pumps- What style Pumps are required for the new tank 1) A separate cabinet style gas pump on the outside of each end of the tank to dispense fuel? ie, gas station type pump or 2) Separate pumps on top of each end of the tank? ie. farm style pump (Fill Rite).

ANSWER: Top mounted pumps are required for each fuel type.

QUESTION: Option #1 Pump Size- What size pump or cabinet pump will be required for the new tank? 1 HP cabinet style? Heavy duty Farm pump?

ANSWER: Top mounted pumps are required for each fuel type. The pumps must meet or exceed 1/3 hp 20gal/minute pump and have a dispensing meter.

QUESTION: Option #1 Pumps- If a cabinet style pump is required then is it to be island form or just a simple pump box?

ANSWER: Top mounted pumps are required for each fuel type.

QUESTION: Will the Above Ground Tank require interstitial monitoring for leaks?

ANSWER: Yes, the tanks shall be capable of annular/interstitial monitoring via a dipstick port, sight glass, etc.

Scope of Work U.S. Army Corps of Engineers

Harry S. Truman Lake Underground Storage Tank Removal 10 August 2017REVISED 5 Sept 2017

1.1 Project Site:

The UST removal site is located at U.S. Army Corps of Engineers – Harry S. Truman Lake,15968 Truman Road, Warsaw, MO. 65355 Phone: 660-438-7317, Ext. 1

1.2 Site Location/Description:

The UST removal site is located within a fenced compound located at the USACE maintenance compound. Department of Labor Wage Rates will apply. Work area will be contained in Warsaw, Missouri in Benton County.

Upon coordination with government personnel the site can be made accessible prior to construction. Contact phone number 660 438 7317 ext 1 shall be used for coordination purposes. Staging and construction activities will be limited with regards to the User’s facility operations. This will be discussed during the Preconstruction Meeting.

The Hazardous Waste Generator ID for the site will be provided upon award.

1.3 Tank Removal Requirements:

Complete removal of two Xerxes brand underground storage tanks: a 2,000 gallon diesel fuel tank; and a 4,000 gallon unleaded fuel tank, at Harry S. Truman Lake, Warsaw, MO. Both tanks are fiberglass single wall and are 91 inches in diameter. The tanks are not suspected to be sitting on a concrete pad or in a vault. The 4,000 gallon tank is believed to be approximately 12 foot long by 91 inches in diameter and the 2,000 gallon tank is believed to be approximately 6 foot long and 91 inches in diameter.

Removal to include all remaining product or contaminants in tanks, concrete or asphalt, dispensing pumps, product piping, vent piping attached to the building, and monitoring system. Disposal or recycling of all materials will be the contractor’s responsibility. The diesel tank will be at or near empty. Water has entered the gasoline tank via the broken spill containment bucket at the fill port. The gasoline tank contains approximately 1532 gallons of water and gasoline mix. According to the Veeder-Root TLS-350 system, the tank contains approximately 1152 gallons of water. Efforts have been made to reduce additional water from entering the tank. Disposal or recycling of the gasoline and water mix will be the responsibility of the contractor. Off-site disposal is required for the removed concrete and debris.

1.4 Site Restoration:

Complete restoration of the site to include removal of pumps, piping, and associated concrete, backfill of tank holes with suitable soil free of debris and organic material, compaction (each 8” of fill material must be compacted by mechanical means to reduce settling), disposal of all waste materials to include tank sludge, fuel, impacted soil around the tanks and pumps. Crushed limestone is a suitable material as long as it is fully compacted (with fines) or consolidated (no fines). All waste materials must be disposed of in accordance with Missouri Department of Natural Resources (MDNR) approved procedures and at approved facilities. The concrete or asphalt edge adjacent to the removed concrete shall be saw cut in order to create a linear smooth edge and remove any damaged concrete or asphalt that occurred during tank and concrete removal. Contractor shall install an expansion joint along the entire edge of concrete or asphalt. Once backfill material is properly compacted, a minimum of 6”of base rock shall be installed and consolidated. Contractor shall place concrete consisting of 8” of 4000 psi concrete with ½ inch rebar supported by chairs on 16 inch centers. The new concrete pad shall be flush with the existing concrete or asphalt, edged, finished with a light broom, saw cut, and sealed. All work areas must be cleaned and swept to leave them free of debris when complete.

Option: Provide all equipment, labor and materials to install a complete and fully operational 1500 gallon above ground storage tank (AST) that meets or exceeds the requirements of UL 2085. The tank shall be split 1000 gallon diesel, 500 gallon gasoline with a separate top mounted dispensing pump for each side. The top mounted pumps shall meet or exceed 1/3 hp, 20 gal/minute and have a dispensing meter. Hose length requirements are 12’ for gas and 20’ for diesel and must have auto shut-off handles. An overfill valve and/or alarm is NOT required.

The AST shall have the capability of monitoring the annular/interstitial space for leaks via a dipstick port, sight glass, etc. Include a reinforced concrete slab with anchors embedded to accommodate the tank mounts. The design of the concrete slab shall be sufficient to withstand the weight of the tank at full capacity. Power supply shall be provided by the Contractor and in accordance with manufacturer’s recommendations. The approximate distance for the required power supply is 150 linear ft and is to be installed in a minimum 1” PVC conduit under a gravel parking lot. All electrical work must be compliant with applicable electrical codes. The AST shall be protected by bollards 4” in diameter, spaced not more than 4’ on center and extend above ground not less than 3’. Bollards shall be encased in a footing 3’ in depth and 15” in diameter. Bollards shall be positioned not less than 5’ from AST. Entire installation shall comply with the requirements as stated in Missouri Department of Agriculture Code of State of Regulations 2 CSR 90-30.050.

1.5 Coordination with Missouri Department of Natural Resources A thirty day notification to MDNR prior to the tank removal is required. An environmental assessment (EA) is required for all buried tank removal sites. An EA consultant must provide required information/documentation to MDNR. 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.

1.6 Underground Storage Tank Closure:

Contractor shall follow the MDNR UST removal regulations along with attached Tank Closure checklist. A closure notice form and a closure report form must be submitted at the appropriate times per MDNR by the contractor. All MDNR closure procedures must be adhered to. Link to MDNR closure procedures http://www.dnr.mo.gov/env/hwp/tanks/ustclosure.htm.

Contractor shall provide copies of all forms submitted to and received from MDNR to Harry S.Truman Project Office, 15968 Truman Rd. Warsaw, MO 65355.

1.7 Project Safety Plan:

The Corps of Engineers Safety Manual (EM 385-1-1 Safety and Health Requirement Manual) prescribes the safety and health requirements for all Corps of Engineers activities and operations. Contractors must adhere to the requirements of this manual in addition to all Federal (29 CFR 1910-Occupational Safety and Health Standards) and state construction requirements.

All work performed on this contract shall be in compliance with the National Electric Code, National Electric Safety Code.

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.

1.8 Limitation of Area Affected:

The following mitigation measures will be implemented to minimize the area affected by construction activities.

a. Staging Areas: Staging is limited to locations approved by the Contracting Officer. All staging areas will be returned to pre-construction conditions once construction is complete. Standards for this, and methods for determining when the standards are met, will be developed in consultation with the Contracting Officer.

b. Hazard zones will be temporarily fenced with construction barrier fencing, steel, plastic or portable fencing, before any construction activity. The fencing will define the construction zone and confine activity to the minimum area required for construction. All protection measures will be clearly stated in the contractor’s safety manual, and workers will be instructed to avoid conducting activities beyond the construction zone as defined by the construction zone fencing. The type of fencing will be as described in EM-385-1- 1 and approved by the Contracting Officer in consultation with the Park POC.

1.9 Site Plan and Site Visits:

Contractors are encouraged to schedule a site visit prior to bidding on this contract.

Rachel Donatti (816) 389-3606 can be contacted to schedule a site visit. Existing site pictures are below.

2.1 Contaminated Soil:

If contaminated soil is suspected upon visual observation or the presence of odor in the soil, 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 the bid package. This must include all required hazardous material disposal permits and utilization of a MDNR approved disposal site. Special Waste authorization numbers may be obtained from MDNR (573)-751-6822. The cost per cubic yard of contaminated soil removal shall include the additional asphalt removal and additional concrete to be poured.

2.2 Preconstruction Meeting:

A Preconstruction Meeting will be held after award of the contract and prior to the start of work. This meeting will include government personnel (COR and/or other representatives) and all pertinent contractor personnel (Site Superintendent/Quality Control Manager at a minimum). The contract Scope of Work, Accident Prevention Plan, Activity Hazard Analysis and schedule will be discussed in detail at this meeting.

2.3 Working Hours and Day Restrictions:

All work shall be limited to the weekday hours of 7:00 am to 4:00 pm unless otherwise approved by the Contracting Officer. The CO shall be informed in writing of the Contractor’s intended work hours within this range at the preconstruction conference.

No work shall occur outside these hours, on Federal holidays, or on weekends without prior approval. Approval must be obtained from the Contracting Officer 2 weeks in advance of the proposed schedule change, holiday, or weekend work.

2.4 Schedule:

A schedule shall be provided that reflects the activities included in this scope of work.

The schedule at a minimum shall contain the following activities:

Submit Preconstruction Documents Perform Environmental Assessment (EA) Submit notification to MDNR for removal of the tank Demolition of pumps Demolition of piping and UST Backfilling and compaction Submit concrete mix design Concrete placement Submission of MDNR closure documents to Project Office

The Period of Performance to complete all activities as stated in this Scope of Work as well as the submission and approval of all closeout documentation is 120 days from the date of Notice to Proceed.

2.5 Quality Control:

The Contractor is responsible for providing and maintaining an effective Quality Control Program that complies with the “Inspection of Construction” clause of the contract. The Contractor shall manage his operations in such a manner as to control the quality of all the work being performed to meet his obligations under the terms of the contract. A Quality Control Plan shall be provided within 10 days of Notice to Proceed, prior to the start of work and shall include the following:

a. Identification of the designated Quality Control Manager/Site Superintendent who will be onsite during construction operations and who will have the authority to act for the Contractor to include the authority to stop work which is not in compliance with the contract.

b. Key personnel phone numbers

c. Description of the procedures the Contractor will implement to identify, prevent, and ensure non-recurrence of defective work. Procedures for tracking construction deficiencies from identification through acceptable corrective action shall be identified. Establish verification procedures that identified deficiencies have been corrected.

d. Acknowledgement that the Contractor will maintain a daily Quality Control Report identifying work accomplished for the day, any deficiencies noted, the number of workers onsite, etc. These reports will be submitted to the COR by COB the following business day.

Submittals:

All submittals listed below are to be submitted and approved prior to the start of construction and prior to closeout:

Preconstruction Submittals Schedule Accident Prevention Plan Activity Hazard Analysis Quality Control Plan

Product Data Submittals Concrete mix design Above Ground Storage Tank and Appurtenances Closeout Submittals MDNR closure documents

2.6 ANTITERRORISM/OPERATION SECURITY REQUIREMENTS

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.

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.

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.

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/federalcontractors/exemptions-and-exceptions).

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.

SECTION 00 10 00 - SOLICITATION

The offer guarantee has changed from is required to is not required.

(End of Summary of Changes)