B.08.03 - Solicitation Amendment 1.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

This amendment w ill make changes to the scope of w ork.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 7

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

16C. DATE SIGNED

BY 25-May-2021

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 W912DQ21R1041

X 9B. DATED (SEE ITEM 11)

07-May-2021

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

24-May-2021

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:

W912DQ21R1041

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The following have been modified:

SCOPE OF WORK

Scope of Work Install Underground Electrical and Equipment Pad for

Automated Fee Machines 30 April 2021 24 May 2021

1. General

1.1 Description of Work. Contractor shall provide all supervision, labor, materials, transportation, and tools necessary to install a 110/220V @ 20A circuit and equipment pad in the approximate locations reflected on the attached plans that will provide continuous power for future Automated Fee Machine (VenTek or equivalent). Install a new electrical circuit and incidental equipment and materials necessary for the existing yard light (120V) at each specified boat ramp.

1.2 Existing Conditions. All existing buildings, utilities, equipment, turf, concrete and asphalt shall be protected by the Contractor from damage during the work under this contract. Any damage resulting from work under this contract shall be promptly repaired by the Contractor at his/her own expense. It is suggested that the Contractor photograph the pre-existing conditions of the areas that will be accessed during performance of work. Documentation of any existing damage shall be maintained.

1.3 Location. The work will be completed at the following Harry S. Truman Boat Ramps:

Bledsoe Ferry (Electrical for Fee Machine only and Equipment Pad) Osage Bluff Thibaut Point Long Shoal (Equipment pad spec only) Berry Bend Sparrowfoot

Location (Option 1).

Shawnee Bend

Location (Option 2).

Windsor Crossing

Location (Option 3).

Fairfield

1.4 Points of Contact (POC). All post award communications will be coordinated with the Contracting Officer’s Representative (COR):

Rachel Donatti

15968 Truman Rd.

Warsaw Mo 65355 816-389-3606 Email: Rachel.r.donatti@usace.army.mil

1.5 Period of Performance. Work shall start within 15 calendar days after Notice to Proceed (NTP). All preconstruction submittals shall be submitted and approved prior to work start on each feature of work (concrete pad, electrical, etc). Work shall be completed, to included submission of all closeout documents, within 60 calendar days from the work start date. The contractor shall perform the work in a manner that will not disrupt more than one area at a time unless otherwise coordinated with the COR.

1.6 Work Hours. Work shall be performed during the hours of 7:00 AM to 5:00 PM, Monday – Friday.

1.7 Plans and Documentation.

1.7.1 All post award plans, submittals and documentation shall be submitted to the above POC electronically via email.

1.7.2 The Contractor shall maintain daily Quality Control Reports. A report template will be provided to the Contractor. The Contractor may submit their own template for approval. The following information must be included: Contractor Name; Date; Equipment Used; Total hours worked that day; Controversial Matters; Methods Used; Miscellaneous Remarks; Work completed that day; Size of crew; Problems encountered.

1.8 Site Visit. A site visit will be scheduled.

1.9 Occupancy of Premise. Before work is started, it is the contractor’s responsibility to arrange with the COR a sequence of procedure, means of access, space for storage of materials and equipment.

1.10 Preconstruction meeting. Will be held following receipt of the Preconstruction submittals and will be attended by the Government and the designated Contractor representatives.

1.11 Submittal Submission. All submittal documents shall be submitted to:

Rachel Donatti Corps of Engineers 15968 Truman Road Warsaw MO 65355 Ph. No.: 816-389-3606 Email: rachel.r.donatti@usace.army.mil

The project office staff is normally available 8 hours a day, 5 days a week (Monday through Friday) with the exception of government holidays. Normal working hours for project office personnel is between 7:00 A.M. and 3:30 P.M.

1.11.1 Required Submittals. All submittals shall be submitted and approved prior to work start for each definable feature of work. Closeout submittals shall be submitted within the contract period of performance, final payment will not be made until all required work and submittals are complete.

1.11.1.1 Pre-Work Submittals

1.11.1.1.1 Detailed work plan

1.11.1.1.2 Schedule

1.11.1.1.3 Quality Control Plan.

1.11.1.1.4 Accident Prevention Plan in accordance with EM 385-1-1.

1.11.1.1.5 Activity Hazard Analysis (each feature of work)

1.11.1.1.6 Proof of Insurance

1.11.1.1.7 Qualifications or certifications of the qualified electrician performing the electrical work (meeting requirements of the NEC and the EM385-1-1 Safety Manual).

1.11.1.1.8 Product data for all equipment and materials (wire, conduit, disconnects, etc)

1.11.1.1.9 Calculations proving proposed wire size and equipment will provide specified power to the machines

1.11.1.2 Closeout Submittals

1.11.1.2.1 Electrical test results

1.11.1.2.2 As-Builts

1.11.1.2.3 Warranty Manual

1.11.2 Submittal Contents

1.11.2.1 Schedule. The Contractor shall prepare and submit to the COR for approval a practicable schedule showing the order in which the Contractor proposes to perform the work and the dates on which the Contractor contemplates starting and completing the several salient features of the work (including acquiring materials, plant, and equipment). The schedule shall be in the form of a progress chart of suitable scale to indicate appropriately the percentage of work scheduled for completion by any given date during the period. If the Contractor fails to submit a schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.

As a minimum the schedule shall include the following;

Mobilization Submission of Work Plan and Technical submittals Milestones for work at each designated park location Prefinal/Final Inspection

* Date information shall include numerical day of month and month of year.

1.11.2.2 Quality Control Plan. 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 work being performed to meet his/her obligations under the terms of the contract. A Quality Control Plan shall be provided within 10 days of NTP, prior to the start of work and shall include the following:

1.11.2.2.1 Identification of the designated Quality Control Manager/Site Superintendent/SSHO 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.

1.11.2.2.2 Key personnel phone numbers

1.11.2.2.3 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 that have been corrected.

1.11.2.2.4 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 shall be submitted to the COR once a week.

1.11.2.3 Activity Hazard Analysis. 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.

1.11.2.4 Accident Prevention Plan. The 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.

1.11.2.5 Qualifications. The Contractor shall have sufficient production capability, facilities, and personnel necessary to perform the required work as stated in this scope of work. The Contractor shall provide a qualified Site Safety and Health Officer (SSHO), Site Superintendent, and Quality Control Manager. If qualifications allow, these positions may be held by a single individual. Proof of qualifications shall be submitted in the Quality Control Plan and Accident Prevention Plan. Designated personnel shall be onsite at all times when work is in progress. The Contractor shall have 2 years of experience in all methods similar in scope to this contract. Any subcontractors must meet the qualifications above.

1.11.2.6 Product data with calculations. Provide product data for all wire, conduit, disconnects and any other materials or equipment to be installed. Calculations for each location shall be submitted for approval.

1.11.2.7 Warranty Manual. All manufacturer’s warranties for installed products shall be secured and delivered to the Government before final contract payment is made. All work performed under this Scope of Work will be guaranteed for one year from the date of completion to be free of any problems, or break downs due to poor workmanship including, but not limited to, settling of the soil above the new lines. After Final Acceptance of the work prior to final payment, all equipment manuals, keys, as-built’s and warranty information will be turned over to the Government. At eleven (11) months after final inspection, a Warranty Inspection will be scheduled by the Government to identify any warranty issues as related to the work included in this contract. The Contractor will be notified of date of Warranty Inspection with option to attend.

1.11.2.8 As-Builts. The Contractor shall provide a set of redline drawings for the completed installation of the electrical system. Final As-Built drawings shall be provided within 30 days after final acceptance of the work included in this solicitation. Electronic copy shall be submitted in AutoCAD format along with two hard copies. The Contractor will locate and mark the underground location of all electrical wire and assist Government Representative with GIS mapping.

1.12 Safety. The Contractor shall meet or exceed all EM-385-1-1 and OSHA requirements.

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

1.13 Security

1.13.1 All local security procedures will be adhered to.

1.13.2 ANTITERRORISM/OPERATION SECURITY REQUIREMENTS

1.13.2.1 All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation/facility 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 (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) 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 installation or facility change, the Government may require changes in contractor security matters or processes.

1.13.2.2 The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.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 prior to enrollment 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.

2. Materials.

2.1 All electrical products and equipment shall follow NFPA 70E (National Electrical Code, i.e. NEC). The Contractor will be responsible for making sure all electrical components meet the current edition of the NEC. All work will be performed with attention to detail and in accordance with the current NEC regulations along with other local, state or federal regulations as they apply. Conduit shall be sized appropriately and be in accordance with the

NEC.

3. Execution

3.1 Installation of all products and materials shall be in strict accordance with the National Electrical Safety Code, the National Electrical Code, and other applicable codes. All electrical lines shall be installed in PVC conduit. The general path from the power source to the existing yard light poles and to the location for the new equipment pad as reflected in the attached maps shall be followed unless otherwise approved by the COR. Three

(3) feet of wire shall be left extending out of the conduit at each equipment pad. Construct the equipment pad in accordance with the specifications below. The fee machine and yard light will be on their own circuits.

3.2 The Contractor shall remove the existing disconnect from the power pole and replace with a disconnect that will adequately support both the circuit to the fee machine and the boat ramp yard light. Routing of electric cables shall be in a manner to supply new service to existing yard light and the new fee machine. Operation of the yard light will be tested upon completion of the work.

3.3 Preparation for the new equipment pads includes the removal of any existing concrete or equipment currently located in the footprint of the new equipment pad location. The concrete pad shall be 36” square, be 8” thick with a 14” deep by 12” square footing centered below. Conduit shall be installed in the slab and extend above the surface a minimum of 35” to accommodate the electric lines for the machine. Conduit shall be in accordance with the NEC and be installed plumb. The slab and footing shall be tied together with four (4) L-shaped pieces of ½” minimum rebar. Install four (4) L-hook Anchor Bolts, 5/8”-11 x 8”, configured in a square pattern spaced 9.5” apart, 4 ¾”from the center of the conduit. The bolts shall extend 1 ¾” above the surface for equipment attachment. Ensure bolts are plumb. Pads shall be minimum 3000 psi concrete, 4-6% air entrainment and have a 3-4” slump. Light broom finish applied; pads shall have a slight slope to drain. No onsite testing required.

Concrete tickets/mix data shall be provided.

3.4 In areas where the electrical lines must cross under concrete or asphalt or thru a tree line, boring methods shall be used. Trees cannot be removed under this contract and boring operations shall be such to prevent damage to the existing trees. Trenching may be used in grassed areas. All disturbed areas shall be backfilled as stated below and any finish materials shall be installed to match the existing.

3.5 The Contractor is responsible for backfill, compaction and surface material replacement matching surrounding grade. The Contractor shall ensure final grade allows for proper drainage. A minimum of two inches (2”) of top soil (the Contractor can reuse topsoil spoils from excavation) shall be placed on top of the compacted fill and all disturbed areas and seeded with a KY-31 fescue/rye mix (75% fescue/25% annual rye; contain 85% germination rate with < ½% weed seed). Grass seed shall be applied in accordance with standard application procedures. The planting season for the specified grass is between 15 March and 1 May in the spring and between 1 September and 15 October in the fall; the Contractor shall make all efforts to plant accordingly. Do not seed when ground is muddy, frozen, snow covered or in unsatisfactory condition for seeding. If application of seed cannot be applied during the recommended seeding dates then the Contractor can request a variance to the COR in writing with purposed planting schedule for approval. Erosion control shall be used until grass is established. Topsoil backfill shall be free of sticks, stones, roots, and other debris and objectionable materials over 1” in size. If rock is encountered during excavation for the new electrical line, the Contractor shall request approval from the Government for either an alternate route or a variance in depth from the typical installation.

The Contractor must provide in writing the proposed alternate route or depth and ensure compliance with NEC.

3.6 The Contractor is responsible to coordinate with Missouri One Call and the applicable utility provider at each Boat Ramp for underground service locations or any coordination with their service. Waterlines or other utilities owned by the Government will be located by the Government.

3.7 All electric circuits shall be tested and verified for correct voltage, load test performed, and test results, to include voltage drop, are to be provided.

3.8 Waste/Refuse Disposal. The Contractor shall manage, handle, transport, and dispose of any and all hazardous materials and scrap waste at their own expense. Contractor shall provide for their own refuse disposal.

The Government accepts no liability for the disposal of the Contractor’s hazardous waste or refuse. Location for the dumpster shall be coordinated with the COR.

3.9 Work Area Clean Up. All contractor work areas shall be cleaned by the Contractor after completion of work. Flammable materials shall be placed in closed metal containers and removed to the approved storage area at the end of each day. Upon completion of the work, containers shall be removed from the site. During in-progress work, the Contractor shall remove all waste from work site, and leave work site clean at the end of each workday.

3.10 Quality Assurance. The Government will evaluate the Contractor’s performance under this contract. Any action taken by the Government as a result of surveillance will be according to the terms of this contract.

3.11 Prefinal and Final Inspection. After completion of all work stated in the contract, the Quality Control Manager shall inspect and create a punch list noting any deficiencies found. All deficiencies to include, but not limited to, surface deviations from level, damaged or defective material, tiles not properly secured, etc, shall be corrected prior to scheduling the prefinal inspection with the Government.

3.12 Contractor Presence Required during final hook up and Operational Testing on Machine. The schedule for operational testing on the machines (completed by an independent contractor) will be provided after award. The Contractor shall make arrangements to be onsite during the operational testing at each machine. All operational testing can be expected to occur within 120 calendar days after NTP. Any deficiencies identified during hook up that are found to be the responsibility of the awarded contractor shall be corrected immediately.

LIST OF ATTACHMENTS

1. Maps

(End of Summary of Changes)