A.07.24_Solicitation_Amendment_002_-_Released_Final.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) make administrative changes to the statement of w ork (SOW) and 2) adjust period of performance from 60 days to 90 days.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 12

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

16C. DATE SIGNED

BY 21-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 W912DQ18B1026

X 9B. DATED (SEE ITEM 11)

23-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

21-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:

W912DQ18B1026

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The contractor period of performance end date has increased by 30 days from 60 days to 90 days.

The following Delivery Schedule item for CLIN 0001 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

POP 14-SEP-2018 TO

13-NOV-2018

N/A LONGVIEW-BLUE SPRINGS OFC

10698 E 109TH STREET

KANSAS CITY MO 64134

FOB: Destination

G5R0841

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

POP 01-NOV-2018 TO

29-JAN-2019

N/A LONGVIEW-BLUE SPRINGS OFC

10698 E 109TH STREET

KANSAS CITY MO 64134

The following Delivery Schedule item for CLIN 0002 has been changed from:

CAGE

POP 14-SEP-2018 TO

13-NOV-2018

N/A LONGVIEW-BLUE SPRINGS OFC

10698 E 109TH STREET

KANSAS CITY MO 64134

CAGE

POP 01-NOV-2018 TO

29-JAN-2019

N/A LONGVIEW-BLUE SPRINGS OFC

10698 E 109TH STREET

KANSAS CITY MO 64134

The following Delivery Schedule item for CLIN 0003 has been changed from:

CAGE

POP 14-SEP-2018 TO

13-NOV-2018

N/A LONGVIEW-BLUE SPRINGS OFC

10698 E 109TH STREET

KANSAS CITY MO 64134

CAGE

POP 01-NOV-2018 TO

29-JAN-2019

N/A LONGVIEW-BLUE SPRINGS OFC

10698 E 109TH STREET

KANSAS CITY MO 64134

The following Delivery Schedule item for CLIN 0004 has been changed from:

CAGE

POP 14-SEP-2018 TO

13-NOV-2018

N/A LONGVIEW-BLUE SPRINGS OFC

10698 E 109TH STREET

KANSAS CITY MO 64134

CAGE

POP 01-NOV-2018 TO

29-JAN-2019

N/A LONGVIEW-BLUE SPRINGS OFC

10698 E 109TH STREET

KANSAS CITY MO 64134

The following have been modified:

PERFORMANCE WORK STATEMENT

DESCRIPTION OF WORK AND GENERAL REQUIREMENTS

Longview Lake Pole Barn Construction

1. DESCRIPTION OF WORK:

1.1. Requirements:

The Contractor shall provide and construct 1 – 35’x 60’ pole barn 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. 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

1.3. Work Hours: Negotiable with Contracting Officer Representative (COR) or Lake Park Manager (PM). Work will not be allowed on federal holidays or weekends unless approved in advance by the PM. Worksite will be available from 7:00 am – 5:00 pm.

2. PRINCIPAL FEATURES: The work to be performed shall be in accordance with the contract terms, as described by the statement of work and Contract Line Items (CLIN) 0001 - 0004.

2.1. General Scope:

2.1.1 Longview Maintenance Facility Pole Barn Construction – Quote Line Item 0001.

The government will provide a gravel pad 35’x 60’ at building site. Building will be built outside the fenced maintenance compound in order to maintain security during construction. The Government will alter the fencing to tie into the building corners once construction is completed.

A. Building specifications: 35’ wide x 60’ long. 12 feet wall height, with 4 – 10’x10’ frame outs for garage doors on the south side of the building. For door placement, see diagram below. 1 - 36” heavy duty commercial walk in door metal cased with welded metal frame, outside swing w/security hinges/Sargent Mortise Lock, CYL LA keyway master, w/ 1 " SS dead bolt installed. Door knob and dead bolt shall be keyed to match existing government key. Roof pitch 3/12 or 4/12, 6”x6” treated posts or laminated columns set in concrete footings with a minimum depth of 36 inches and uplift prevention measures installed in footing/posts. Treated 2”x6” lumber skirt at ground line with rat guard. All lumber shall be #2 or better. 26 gauge rust resistant zinc coated metal with commercial grade paint system with roll formed rib style panels (white sides, red roof ) enclosed on 4 sides, metal ridge cap and building corner trim (red in color). Fasteners shall be screw type and match metal paint color. Building shall pre-engineered design by a professional engineer and shall meet International building and fire codes and requirements for wind, rain, and snow loads for the region. Contractor shall submit engineering design documentation/certifications with building proposal.

*****No building permit required*****

B. Gutters with downspouts (red in color) installed on north and south sides of building.

Gutters shall be sized and downspouts spaced to handle roof anticipated water volume.

C. Contractor shall provide a detailed proposal including drawings, construction plan

(installation requirements), material specifications/data, design certifications, and material/construction warranties information for review with proposal.

D. Diagram not to scale. View of South facing side of pole barn with white sides, red roof and red trim.

2.1.2 Garage Door Installation – Quote Line Item 0002.

A. 4 – commercial grade heavy duty non-insulated 10’x10’ garage doors (white in color).

20 gauge steel sectional doors with no windows. Doors to be manually operated.

2.1.3 Concrete Installation inside building – Quote Line Item 0003.

A. Concrete shall be poured a uniform depth of 6 inches thick, 4000 psi mix, ½ inch rebar on 24” centers in the middle of concrete, 35’x60’ inside building. Single placement with no construction joints.

B. Concrete below garage doors shall prevent blowing rain from entering building. Sloped concrete is preferred for ease of access with small wheeled equipment. (dollys, floor jacks….)

C. FINISHING: The concrete shall be smooth finished with power trial. Edges (not adjacent to exiting structure or pavement) shall be tooled with one fourth (¼) inch radius.

Finished pavement shall have a surface tolerance of one-fourth (1/4) inch in 10-feet when checked with a 10-ft straightedge. Vertical deflections at adjacent concrete or pavement shall not exceed one-fourth (1/4) inch. All finished surfaces must drain with no low spots for water to pond. Concrete shall be sloped from north to south to allow drainage out the garage doors.

D. JOINTS: When the concrete has hardened enough so that excess raveling or spalling will not occur, and before random cracking occurs, the Contractor shall saw one-eighth (1/8) inch wide relief joints to a depth equal to one-third the pavement thickness plus one-fourth inch (D/3 + ¼”). All joints shall be neat, straight, and evenly spaced to provide a specific plane of weakness to control cracking. Joints shall be cut to correspond with joints in adjacent concrete pavement or adjusted as agreed to by COR. Joints shall be located such that no individual slab exceeds 15-ft x 15-ft. Expansion joint filler (½-inch min.) shall be placed between existing concrete and new concrete where required.

Construction joints shall be made at locations specified, or as approved by the COR and shall conform to the requirements of ACI 318.

E. CURING: Finished concrete shall be cured by protection against loss of moisture with a concrete curing compound conforming to ASTM C-309 and AASHTO-M-148. Fugitive die curing compound shall be applied by means of a sprayer in accordance with manufacturer’s recommendations.

F. Contractor shall be responsible for removing all excess dirt, concrete, rocks, materials…etc from the worksite and leaving the area in a clean manner.

2.1.4 Electric Service and fixture installation – Quote Line Item 0004.

A. Install all electrical systems in accordance with the 2017 National Fire Protection Association (NFPA) 70/National Electrical Code.

B. Install appropriate size feeder in conduit below grade from a new breaker in the main shop’s panelboard to the new building for 100 AMP feed.

C. On east end interior wall of building, install appropriate sized panelboard and circuit breakers, for the lighting fixtures and electrical outlets below plus 25% spare breakers.

D. Install 20 – 4’ gasketed surface-mount LED fixtures, with color corrected temperature (CCT) of 5000 Kelvin, 5000 initial lumens minimum, temperature range of -25º C - 35 º C, color rendering index (CRI) of 80 minimum, acrylic shielding4 lights per bay and 4 lights over the walk in door. Space all lights evenly and mount to rafters. Control each bay with a separate occupancy sensor using passive infrared (PIR).

E. Install 2 – exterior wall-mount LED light fixtures, model Cree XSPW, with color corrected temperature (CCT) of 4000 Kelvin. 3800 initial lumens minimum, temperature range of -25º C - 35 º C, color rendering index (CRI) of 70 minimum, and multi-level occupancy sensor using passive infrared (PIR). Mount on the south exterior wall, south facing, at the east and west corners of the building.

F. Install 10 – single gang 20 amp 125 volt GFI outlets on interior of building, 48 inches above floor: 4 on the north wall spaced evenly, 4 on the south wall on west side of bay doors, and 2 centered on the east and west end walls.

G. Install 4 – single gang 20 amp 125 volt outlets or junction boxes in the appropriate location for commercial duty garage door openers.

H. Install 2 – single gang 20 amp 125 volt GFI outlets with weather-proof in-use metal covers on exterior of building between 1st and 2nd garage doors and 3rd and 4th garage doors.

2.2 Location/Quantity:

A. Construct 1 - 35’x60’ pole barn with options for concrete, 4 - garage doors, and electrical. Longview Lake Maintenance Compound, 10698 E. 109th St. Kansas City, MO 64134

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 SOW including manufacturers information on the garage doors, walk in door, metal, and trusses to be used.

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

3. Estimated project work schedule, safety plan, activity hazard analysis, and quality control plan.

3. SEQUENCE OF WORK:

Contractor shall commence within 10 days after Notice to Proceed has been issued. All work must be completed within 90 days after notice to proceed and the following limitations shall pertain:

Contractor shall coordinate scheduling (minimum of one working day notice prior to mobilizing) and the construction sequence with Project personnel to minimize interference and allow for planning/coordination by Project staff. On-site work may start no earlier than November 1, 2018.

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 permits. No building permits are required.

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: One or a combination of 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. Contractor is responsible to protect materials and contractors equipment during construction.

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.

SECTION 00 21 00 - INSTRUCTIONS

The following have been added by full text:

52.217-4 EVALUATION OF OPTIONS EXERCISED AT TIME OF CONTRACT AWARD (JUN 1988)

Except when it is determined in accordance with FAR 17.206(b) not to be in the Government's best interests, the Government will evaluate the total price for the basic requirement together with any option(s) exercised at the time of award.

(End of provision)

The following have been deleted:

52.217-4 52.217-5

SECTION 00 72 00 - GENERAL CONDITIONS

The following have been modified:

52.217-7 OPTION FOR INCREASED QUANTITY--SEPARATELY PRICED LINE ITEM (MAR 1989)

"The Government may require the delivery of the numbered line items, identified in the CLIN Schedule as an option, at the price stated in the CLIN Schedule. The Contracting Officer may exercise the option by written notice to the Contractor within 90 days of award date. The Contractor will complete the option work within the contract duration in FAR 52.211-10."

(End of clause)

(End of Summary of Changes)