A.07.24_Solicitation_Amendment.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

The purpose of this amendment is to: 1) change line item numbers in the statement of w ork; 2) make Site Visit Clause reflect Full Text; 3) announce site visit date change from July 27 to July 31, 2018.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 18

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

16C. DATE SIGNED

BY 26-Jul-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 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

26-Jul-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

The following have been modified:

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

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 – Quote 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

UFGS 32 31 13. 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.

E. Standards: Contractor is responsible to comply with fencing standards in UFGS-32 31 13 with change 1, dated 05/17 available at https://www.google.com/url?sa=t&rct=j&q=&esrc=s&source=web&cd=1&cad=rja&uact

=8&ved=0ahUKEwij-qvDw7XaAhUP7awKHbcUBr0QFggnMAA&url=https%3A%2F%2Fwww.wbdg.org%2

Fffc%2Fdod%2Funified-facilities-guide-specifications-ufgs%2Fufgs-32-31-

13&usg=AOvVaw20ZK18QriTOd1xKYnMV_nH.

2.1.2 Smithville Maintenance Compound Gate and Fencing Installation – Quote 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

UFGS 32 31 13. 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 https://www.google.com/url?sa=t&rct=j&q=&esrc=s&source=web&cd=1&cad=rja&uact=8&ved=0ahUKEwij-qvDw7XaAhUP7awKHbcUBr0QFggnMAA&url=https%3A%2F%2Fwww.wbdg.org%2Fffc%2Fdod%2Funified-facilities-guide-specifications-ufgs%2Fufgs-32-31-13&usg=AOvVaw20ZK18QriTOd1xKYnMV_nH https://www.google.com/url?sa=t&rct=j&q=&esrc=s&source=web&cd=1&cad=rja&uact=8&ved=0ahUKEwij-qvDw7XaAhUP7awKHbcUBr0QFggnMAA&url=https%3A%2F%2Fwww.wbdg.org%2Fffc%2Fdod%2Funified-facilities-guide-specifications-ufgs%2Fufgs-32-31-13&usg=AOvVaw20ZK18QriTOd1xKYnMV_nH https://www.google.com/url?sa=t&rct=j&q=&esrc=s&source=web&cd=1&cad=rja&uact=8&ved=0ahUKEwij-qvDw7XaAhUP7awKHbcUBr0QFggnMAA&url=https%3A%2F%2Fwww.wbdg.org%2Fffc%2Fdod%2Funified-facilities-guide-specifications-ufgs%2Fufgs-32-31-13&usg=AOvVaw20ZK18QriTOd1xKYnMV_nH https://www.google.com/url?sa=t&rct=j&q=&esrc=s&source=web&cd=1&cad=rja&uact=8&ved=0ahUKEwij-qvDw7XaAhUP7awKHbcUBr0QFggnMAA&url=https%3A%2F%2Fwww.wbdg.org%2Fffc%2Fdod%2Funified-facilities-guide-specifications-ufgs%2Fufgs-32-31-13&usg=AOvVaw20ZK18QriTOd1xKYnMV_nH https://www.google.com/url?sa=t&rct=j&q=&esrc=s&source=web&cd=1&cad=rja&uact=8&ved=0ahUKEwij-qvDw7XaAhUP7awKHbcUBr0QFggnMAA&url=https%3A%2F%2Fwww.wbdg.org%2Fffc%2Fdod%2Funified-facilities-guide-specifications-ufgs%2Fufgs-32-31-13&usg=AOvVaw20ZK18QriTOd1xKYnMV_nH 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.)

D. Standards: Contractor is responsible to comply with fencing standards in UFGS-32 31 13 with change 1, dated 05/17 available at https://www.google.com/url?sa=t&rct=j&q=&esrc=s&source=web&cd=1&cad=rja&uact

=8&ved=0ahUKEwij-qvDw7XaAhUP7awKHbcUBr0QFggnMAA&url=https%3A%2F%2Fwww.wbdg.org%2

Fffc%2Fdod%2Funified-facilities-guide-specifications-ufgs%2Fufgs-32-31-

13&usg=AOvVaw20ZK18QriTOd1xKYnMV_nH.

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 work plan to meet the requirements laid forth in the Section 01 11 00 including manufacturers information on the door and gate/opener to be used.

2. Product data sheets for each product proposed to be used for Government review.

3. Estimated project work schedule.

3. SEQUENCE OF WORK:

Contractor shall commence within 10 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:

https://www.google.com/url?sa=t&rct=j&q=&esrc=s&source=web&cd=1&cad=rja&uact=8&ved=0ahUKEwij-qvDw7XaAhUP7awKHbcUBr0QFggnMAA&url=https%3A%2F%2Fwww.wbdg.org%2Fffc%2Fdod%2Funified-facilities-guide-specifications-ufgs%2Fufgs-32-31-13&usg=AOvVaw20ZK18QriTOd1xKYnMV_nH https://www.google.com/url?sa=t&rct=j&q=&esrc=s&source=web&cd=1&cad=rja&uact=8&ved=0ahUKEwij-qvDw7XaAhUP7awKHbcUBr0QFggnMAA&url=https%3A%2F%2Fwww.wbdg.org%2Fffc%2Fdod%2Funified-facilities-guide-specifications-ufgs%2Fufgs-32-31-13&usg=AOvVaw20ZK18QriTOd1xKYnMV_nH https://www.google.com/url?sa=t&rct=j&q=&esrc=s&source=web&cd=1&cad=rja&uact=8&ved=0ahUKEwij-qvDw7XaAhUP7awKHbcUBr0QFggnMAA&url=https%3A%2F%2Fwww.wbdg.org%2Fffc%2Fdod%2Funified-facilities-guide-specifications-ufgs%2Fufgs-32-31-13&usg=AOvVaw20ZK18QriTOd1xKYnMV_nH https://www.google.com/url?sa=t&rct=j&q=&esrc=s&source=web&cd=1&cad=rja&uact=8&ved=0ahUKEwij-qvDw7XaAhUP7awKHbcUBr0QFggnMAA&url=https%3A%2F%2Fwww.wbdg.org%2Fffc%2Fdod%2Funified-facilities-guide-specifications-ufgs%2Fufgs-32-31-13&usg=AOvVaw20ZK18QriTOd1xKYnMV_nH https://www.google.com/url?sa=t&rct=j&q=&esrc=s&source=web&cd=1&cad=rja&uact=8&ved=0ahUKEwij-qvDw7XaAhUP7awKHbcUBr0QFggnMAA&url=https%3A%2F%2Fwww.wbdg.org%2Fffc%2Fdod%2Funified-facilities-guide-specifications-ufgs%2Fufgs-32-31-13&usg=AOvVaw20ZK18QriTOd1xKYnMV_nH

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.

http://www.hq.usace.army.mil/ http://www.usace.army.mil/SafetyandOccupationalHealth/EM38511,2008BeingRevised.aspx

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 http://www.dhs.gov/E‐Verify http://www.dhs.gov/E‐Verify 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 -

http://www.uscis.gov/e-verify/federal-contractors/exemptions-and-exceptions http://www.uscis.gov/e-verify/federal-contractors/exemptions-and-exceptions

Appendix 1

Gate

Appendix 2

Fence

11’ manual gate

Appendix 1

Gate

Appendix 2

Fence

11’ manual gate

SECTION 00 21 00 - INSTRUCTIONS

The following have been modified:

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) – ALTERNATE I (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) An organized site visit has been scheduled for--

July 31, 2018 Smithville 10AM and Longview 1PM

(c) Participants will meet at--

Maintenance Compound 16123 Mt. Olivet Smithville, MO 64089

Longview Lake Visitor Center 10698 E. 109th St Kansas City, MO 64134

(End of provision)

(End of Summary of Changes)