A.07.24_Solicitation_Amendment_2.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 identifies administrative changes made to the Statement of Work (SOW), addition of draw ings, and change in contractor bid response date.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 15

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

16C. DATE SIGNED

BY 20-Aug-2018

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 W912DQ18B1024

X 9B. DATED (SEE ITEM 11)

20-Jul-2018

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 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

20-Aug-2018

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:

W912DQ18B1024

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 21-Aug-2018 02:00 PM to 29-Aug-2018 02:00 PM.

The following have been added by full text:

TPL_NWK_002 PROPOSALS TO BECOME PART OF THE CONTRACT

1. When an offeror submits its proposal in response to a Request For Proposals, and a staffing plan including the names and qualifications of key personnel who are proposed to work on the project is required to be submitted, those personnel who are offered will be the same personnel who will actually perform on the project. If, during performance of the contract, it becomes necessary for the contractor to substitute personnel for one of those whose qualifications were the basis for evaluation of the offer and award of the contract, the contractor shall submit to the Contracting Officer the same information that was required in the initial proposal regarding the proposed substitute employee. The Contracting Officer shall have the right to review the qualifications of the proposed substitute employee and to approve or disapprove his or her qualifications. If the proposed substitute employee's qualifications are disapproved by the Contracting Officer, the contractor will propose another employee who does possess equivalent qualifications.

2. When an offeror submits its proposal in response to a Request For Proposals, and the name of a specific subcontractor is a required submittal, then that subcontractor who is offered will be the same subcontractor who will actually perform the specified work on the project. If, during performance of the contract, it becomes necessary for the contractor to substitute a subcontractor for one of those whose qualifications were the basis for evaluation of the offer and award of the contract, the contractor shall submit to the Contracting Officer the same information that was required in the initial proposal regarding the proposed substitute subcontractor. The Contracting Officer shall have the right to review the qualifications of the proposed substitute subcontractor and to approve or disapprove its qualifications. If the proposed substitute subcontractor's qualifications are disapproved by the Contracting Officer, the contractor will propose another subcontractor who does possess equivalent qualifications.

3. When an offeror submits its proposal in response to a Request For Proposals, and a schedule for the performance of the work on the project is a required submittal, the terms of the proposed schedule will become the schedule that will be utilized for completion of the project, adjusted as necessary to reflect the actual issue date of the Notice to Proceed

4. When an offeror submits its proposal in response to a Request For Proposals and that proposal contains any work, materials, methods or other type of betterment that provides an advantage to the Government that is above the minimum requirements contained in the RFP, the terms of the proposal will be the basis for evaluation and, if successful, will become the terms of the contract upon award. If a change in one of those terms is made to one that is less favorable to the Government than the one on which the award of the contract was based, a credit to the Government will be negotiated by the contractor. Only the Contracting Officer has the authority to negotiate a waiver of the terms of the contract.

(End)

The following have been modified:

CAUTION PAGE

CAUTION PAGE

BEFORE SIGNING AND MAILING YOUR BID, please take note of the following, as failure to perform any one of these actions may cause your bid to be rejected.

1. AMENDMENTS: Have you acknowledged receipt of ALL Amendments? If in doubt as to number of amendments issued, please contact our office.

2. SEALED BIDS: Sealed envelopes containing bids shall be marked to show the bidder’s name and address, the solicitation number, title of project, amendments received, and the date and time bids are due.

3. AMENDED BID PAGES: If any of the Amendments furnished amended bid pages, the amended bid page(s) must be used in submitting your bid.

4. LATE BIDS: In order for a late mailed bid to be considered, generally it must have been sent by either registered or certified mail not later than 5 calendar days before the receipt of bids due date.

5. MISTAKE IN BID: Have you reviewed your bid prices for possible errors in calculations or work left out?

6. FACSIMILE BIDS AND MODIFICATIONS: Will not be considered. Facsimile withdrawals will be considered.

7. HAND-DELIVERED BID: If bids are hand-delivered, you must be aware of enhanced security requirements in effect in the Federal Building and allow for extra time to clear security. You must have a valid picture ID in order to enter the building. No additional time will be allowed due to security requirements. Please ensure that the solicitation number and title of project appear or can be identified on the outside of your bid package.

8. BUY AMERICAN ACT: All bidders are cautioned that, prior Government conduct notwithstanding, the Contractor's selection of a domestic construction material which would require the subsequent selection of a foreign construction material for compatibility is not a justification for waiver of the Buy American Act. It is the Contractor's responsibility to verify, prior to submitting the materials for approval that each system can be built to meet the contract specifications without the use of foreign construction materials.

9. BOLLING FEDERAL BUILDING ENHANCED SECURITY

Due to enhanced security in the Bolling Federal Building the Bid Opening will be held in conference room 254 (subject to change). Bid Opening room will open 30 minutes prior to bid opening and will remain open until all bids are opened and read. If bids are hand-delivered, you must be mindful of enhanced security requirements in the Federal Building and allow for extra time to clear security. A valid picture ID issued by the State or Federal Government is required in order to enter the building. Be aware that a MO license is not considered a valid form of ID. If this is your only form of ID you will be required to sign in with security. It is highly recommended, all bidders use the main entrance on 12th Street and arrive early to sign in with security, if necessary.

No additional time will be allowed for security requirements. Security Personnel will require you to be escorted to conference room 254 (subject to change). Person(s) attending the bid opening must remain in the Bid Opening Room. The Bid Opening Room is available to all persons delivering bids or attending the bid opening. Bidders may wait in the Federal Building cafeteria on the ground level or outside the building. Under The Federal Acquisition Regulation bids cannot be accepted after the time set for bid opening. Therefore, to ensure your bid is not late, all bidders are encouraged to complete their bids prior to arrival at the Bid Opening Room.

PERFORMANCE WORK STATEMENT

DESCRIPTION OF WORK AND GENERAL REQUIREMENTS

1. DESCRIPTION OF WORK:

1.1. Requirements:

The Contractor shall provide and install 2 new cantilevered sliding gates and chain link fencing in accordance with the specifications stated below. Contractor shall provide all materials, equipment, and labor necessary to meet the requirements of the scope of work.

1.2 The Government will remove and dispose of the existing gates and fencing at a later date.

1.3. Location: Longview Lake

U.S. Army Corps of Engineers 10698 E. 109th St.

Kansas City, MO 64134 On-site POC: Don Clever Phone: 816-389-3329

Smithville Lake U.S. Army Corps of Engineers 16123 Mt Olivet Smithville, MO 64089 On-site POC: Derek Dorsey Phone: 816-389-3947

1.4. Work Hours: Negotiable with Contracting Officer Representative (COR) or Lake Park Manager (PM). Work will not be allowed on weekends unless approved in advance by the PM.

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

2.1. General Scope:

2.1.1 Longview Maintenance Compound Gate and Fencing Installation – Contract Line Item 0002.

NOTE: The government will remove and dispose of existing gate and fencing.

A. Commercial grade single cantilevered sliding gate with chain-link mesh sized 9 gauge or larger with mesh openings not to exceed 2”. Mesh will be within 2” of firm ground with twisted selvage at top and bottom of mesh. Mesh tensioners will be included and tied to mesh with galvanized hog rings (9 gauge) every 18”. 3 strands of twisted, 12 gauge barbed wire with 4 points every 5” on center on top edge with an additional 1’ outrigger permanently affixed to the gate and extending outward 45 degrees from the gate’s vertical plane. Gate height will be 7’ and minimum opening allowance width will be no less than 22’. Commercial galvanized posts, nylon rollers included. Corner posts and line posts will be set in concrete. Tie wires will be 9 gauge galvanized steel and attached no less than every 18” on post rails and 12” on fence posts and twisted 3 times on the interior of the post. USACE chain-link fence standards apply (attached as Appendix 1).

Provide latch that permits operations from either side of the gate, with a padlock eye provided that will accept a 3/8” diameter padlock as an integral part of the latch, per UFC

704. Install four 6” diameter concrete filled guard bollards that are at least 5’ high above ground and set 5’ in the ground in concrete and filled with concrete. Place these bollards on either side of the gate and both ends of the gate opening as shown in UFC-

704. Modify the exterior bollards with eye bolts of at least 3/4” diameter and long enough extend through the bollard and bolted. Eye bolts are to be no more than 30” from ground. Purpose of the eye bolts are to accept ¾” security cable as a vehicle barrier to protect the gate. Cable will be provided by the Government at a later date.

B. Gate Operator shall be a commercial heavy duty high traffic slide gate operator with battery backup. Ingress/Egress varies from 0-100 cycles/day. Locate all gate operators inside to prevent tampering from outside the fence. Electrical service installation to the opener shall be provided by the contractor from the Maintenance Shop. All wiring shall be in conduit. Panel upgrades, breakers, trenching, wiring, etc. will be the contractor’s responsibility. 5 year commercial warranty. Two safety loops (one on each side of gate) to prevent gate closure when vehicle is over loop. Two stainless steel key pad readers on each side of the gate. Entrance reader will be pedestal mounted in a manner not requiring driver to exit vehicle. Opener shall have long range receiver to operate gate from the entrance of the Visitor Center drive near 109th Street. 20 vehicle proximity fobs with push button open option installed with the frequency programed the same as the Smithville Gate.

C. Maintenance compound fencing and manual gate installation: Starting at the northwest corner of the Longview Lake Maintenance Compound, Install an additional 41 feet of chain link fence to the west, 186 feet (minus width of manual gate) of chain link fence to the south, and 43 feet (minus width of powered sliding gate) of chain link fence to the east. Install an 11’ manual hinged gate or rolling gate on the west fence line approximately 60 feet south of the NW corner. The existing 11 foot hinged gate may be reused if practical. Top and bottom tensioners shall be included and attached to mesh every 18”. 3 strands of twisted, 12 gauge barbed wire with 4 points every 5” on center on top edge. USACE chain-link fence standards apply (attached as Appendix 1 & 2 including map)

D. Barbed wire replacement, tension wire repair and wire tie installation– Contractor shall replace 600 linear feet of 3 stranded barbed wire along the remaining portions of the existing fence at the Longview Maintenance Compound. (existing north, south, and east sides) Contractor shall also tighten 600 linear feet of tension wire located on the top and bottom of the existing fence at the Longview Maintenance Compound. Contractor shall remove all existing wire ties and install new 9 gauge steel galvanized wire ties twisted 3 times on interior of fence. Spacing is detailed in fencing standards.

2.1.2 Smithville Maintenance Compound Gate and Fencing Installation – Contract Line Item 0001.

NOTE: The government will remove and dispose of existing gate and fencing.

A. Commercial grade single cantilevered sliding gate with chain-link mesh sized 9 gauge or larger with mesh openings not to exceed 2”. Mesh will be within 2” of firm ground with twisted selvage at top and bottom of mesh. Mesh tensioners will be included and tied to mesh with galvanized hog rings (9 gauge) every 18”. 3 strands of twisted, 12 gauge barbed wire with 4 points every 5” on center on top edge with an additional 1’ outrigger permanently affixed to the gate and extending outward 45 degrees from the gate’s vertical plane. Gate height will be 7’ and minimum opening allowance width will be no less than 25’. Commercial galvanized posts, nylon rollers included. Corner posts and line posts will be set in concrete. Tie wires will be 9 gauge galvanized steel and attached no less than every 18” on post rails and 12” on fence posts and twisted 3 times on the interior of the post. USACE chain-link fence standards apply (attached as Appendix 1).

Provide latch that permits operations from either side of the gate, with a padlock eye provided that will accept a 3/8” diameter padlock as an integral part of the latch, per UFC

704. Install four 6” diameter concrete filled guard bollards that are at least 5’ high above ground and set 5’ in the ground in concrete and filled with concrete. Place these bollards on either side of the gate and both ends of the gate opening as shown in UFC-

704. Modify the exterior bollards with eye bolts of at least 3/4” diameter and long enough extend through the bollard and bolted. The eye bolts are to be no more than 30” from ground. Purpose of the eye bolts are to accept ¾” security cable as a vehicle barrier to protect the gate. Cable will be provided by the Government at a later date.

B. Gate Operator shall be a commercial heavy duty high traffic slide gate operator with battery backup. Ingress/Egress varies from 0-100 cycles/day. Locate all gate operators inside to prevent tampering from outside the fence. Electrical service installation to the opener shall be provided by the contractor from the Maintenance Shop. All wiring shall be in conduit. Panel upgrades, breakers, trenching, wiring, etc. will be the contractor’s responsibility. 5 year commercial warranty. Two safety loops (one on each side of gate) to prevent gate closure when vehicle is over loop. Two stainless steel key pad readers on each side of the gate. Entrance reader will be pedestal mounted in a manner not requiring driver to exit vehicle. Opener shall have long range receiver to operate gate from the entrance of the Maintenance Compound on Mt Olivet. 30 vehicle proximity fobs with push button open option installed with the frequency programed the same as the Longview Gate.

C. Maintenance compound fencing installation: Starting at the northwest corner of the Smithville Lake Upper Shop, Install an additional 25 feet of chain link fence to the west, 100 feet of chain link fence to the south (minus width of sliding gate). 9 gauge wire ties twisted 3 times on interior of fence. Top and bottom mesh tensioners shall be included and attached to mesh every 18”. 3 strands of twisted, 12 gauge barbed wire with 4 points every 5” on center on top edge. USACE chain-link fence standards apply (attached as Appendix 1 & 2 including map.)

2.2 Location/Quantity:

A. Install new sliding gate and additional fencing – One (1) gate. Longview Lake Maintenance Compound, 10698 E. 109th St. Kansas City, MO 64134

B. Install new sliding gate and additional fencing – One (1) gate. Smithville Lake

Maintenance Compound, 16123 Mt. Olivet Smithville, MO 64089

2.3 Submittals:

The following shall be submitted for Government Approval:

1. A general overall site layout and work plan to meet the requirements laid forth in the Section 01 11 00 including manufacturers information on the fence and gate/opener to be used.

2. Safety Plan, Quality Control and Testing plans.

3. Product data sheets for each product proposed to be used for Government review including keypads, keyfobs, bollards.

4. Estimated project work schedule.

3. SEQUENCE OF WORK:

Contractor shall commence within 30 days after Notice to Proceed has been issued. All work must be completed within 60 days after notice to proceed and the following limitations shall pertain:

Contractor shall coordinate scheduling (minimum of one working day notice prior to mobilizing, 2 days for gate replacement commencement) 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)

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.usace.army.mil/SafetyandOccupationalHealth/EM38511,2008BeingRevised.aspx

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.

7. SPECIAL REQUIREMENTS: Funding is not currently available for this project. Bids shall be valid from the date advertised through November 30, 2018 and formatted in 2 line items. One for Longview Lake: 0001 and one for Smithville Lake: 0002. One or both line items may be awarded in the contract.

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

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/federal-contractors/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.

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; to the extent it is consistent with standard construction practices on Government work sites. 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.

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.

- END OF SECTION -

Appendix 1 Gate

Appendix 2 Fence

11’ manual gate

The following have been deleted:

TPL_NWK_002

SECTION 00 21 00 - INSTRUCTIONS

The following have been modified:

SUBMISSION INSTRUCTIONS

SUBMISSION REQUIREMENTS

All bids are due by August 29, 2018 at 2:00PM, local time.

The public bid opening will begin at 2:01PM, local time, on the same date, at the following address:

Bolling Federal Building US Army Corps of Engineers Civil Contracting Branch 601 E. 12th Street Kansas City, MO 64106 Room 254 Submit one (1) original and one (1) copy also (1 ) CD (compatible to Microsoft Word or Adobe Acrobat) of the following:

a. Bid schedule - complete with your bid amount and quantities.

b. Ensure Bid is signed by a Principal of your company with the proper authority to commit on behalf of the organization.

c. Ensure all Amendments are acknowledged.

INQUIRIES/QUESTIONS

Prospective Bidders shall submit contracting and technical inquiries and questions concerning this solicitation document via email to Contract Specialist, David Tibbs at david.a.tibbs@usace.army.mil.

Bidders may present their questions during the time period of 20 July 2018 thru 11 August 2018. Please limit each email to 5 questions. All questions must be received by 2:00 PM (CST). A reply will not be given to any inquiry received after the designated time and date. Bidders are requested to review the specification in its entirety, and review the FedBizOps (FBO) for answers to questions prior to submission of a new inquiry.

(End of Submission Requirements)

(End of Summary of Changes)