W912P522Q0012_A0001.pdf

W38XDD20342775

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

PROJECT: J Percy Priest Survey Trailer Utility Hookup The purpose of this amendment is to:

1. Extend the quote due date from Wednesday, March 16, 2022 at 12:00 PM Central Time to Tuesday, March 22, 2022 at 12:00 PM Central Time.

2. Attach revised Attachment 1 (Attachment 1-Plans 2021-3-14-22.pdf)

3. Attach SurveyTrailer_A0001_Summary.pdf

4. Update revised PWS and revised Price Schedule into solicitation.

5. Attach "USACE site visit sign in.pdf" roster.

6. Update FAR 52.252-3 Alterations in Solicitation.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 11

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

16C. DATE SIGNED

BY 16-Mar-2022

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 W912P522Q0012

X 9B. DATED (SEE ITEM 11)

24-Feb-2022

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

16-Mar-2022

CODE

US ARMY CORPS OF ENGINEERS-CELRN-RC-N

DIRECTORATE OF CONTRACTING

110 9TH AVENUE SOUTH, RM A680

NASHVILLE TN 37203

W912P5 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P522Q0012

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 16-Mar-2022 12:00 PM to 22-Mar-

2022 12:00 PM.

CLIN 0004

The CLIN extended description has changed from:

(include lift station, complete pump out, etc.) in accordance with the Performance Work Statement.

To:

(include lift station, complete pump out, pump station lid, etc.) in accordance with the Performance Work Statement.

CLIN 0011 is added as follows:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0011 1 Job

Trailer Repairs

FFP

(ceiling tile, floor tile) In accordance with the Performance Work Statement.

FOB: Destination

PSC CD: Z2NZ

NET AMT

The following Delivery Schedule for CLIN 0011 has been added:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

133 dys. ANP 1 CELRN-OPN-JPR

JORDAN MATTHEWS

3737 BELL ROAD

NASHVILLE TN 37214

6155484160 FOB: Destination

W912P5

The following have been modified:

ATTACHMENTS

*Attachment 1,2,3 as referenced in the Performance Work Statament are attached and fully incorporated in this solicitation:

Attachment 1- Plans 2021-11-17.pdf Attachment 2 - Product data for Type 1 SPD.pdf Attachment 3- Product data for Panelboard.pdf

Amendment 0001 Attachment 1 – Plans 2021-3-14-22.pdf Survey Trailer_A0001_Summary.pdf

PERFORMANCE WORK STATEMENT

1. Contracting Officer’s Representative:

The Government Contracting Officer’s Representative (COR) / point of contact for technical and payment matters, after contract award, is Jordan Matthews at telephone number (423) 223-6046 or email Jordan.D.Matthews@usace.army.mil.

2. Work Hours Unless otherwise approved by the COR in advance, contractor shall anticipate hours available to work on site will be Monday through Friday 7:00 A.M. to 4:00 P.M Central Time with the exception of utility outages, specifically the electrical utility and transformer switchover as inidicated. Contractor shall give the Contracting Officer’s Representative (COR) a 48- hour notice prior to working weekends at COR's discretion. No work will be done on federal holidays.

2.1 Utility Outages

All utility outages will take place on the weekend with the pre-approval from the COR. All utilities have to return to service by Monday. Unless otherwise approved by the COR, utility outages during normal business hours (M-F, 0700-1600) will not be permitted. Requests for utility outages will need to be submitted for approval at least seven

(7) calendar days in advance.

2.2 Project Schedule

Contractor shall submit the schedule for approval 10 days after the Notice to Proceed (NTP). The schedule shall clearly indicate the task and the duration of each feature of work.

3. Veterans Employment Emphasis for U.S. Army Corps of Engineers Contracts In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS 222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

• U.S. Department of Labor Veterans employment: www.vets.gov/ http://www.vets.gov/

• Federal veteran employment information: www.fedshirevets.gov/index.aspx

• Veterans’ Employment and Training Service (VETS): http://www.dol.gov/vets/

• Veterans Opportunity to Work (VOW) Program: http://benefits.va.gov/vow/

• U.S. Army Warrior Transition Command Employment Index: wtc.army.mil/modules/employers/index.html

• Hiring Our Heroes initiative: www.uschamberfoundation.org/hiring-our-heroes

• Guide to Hiring Veterans: www.whitehouse.gov/sites/default/files/docs/white_house_business_council_- _guide_to_hiring_veterans_0.pdf

4. General Notes:

The work consists of setting up utilities for an existing double wide trailer; connecting electrical, sewer, water, and telephone lines, and HVAC units. The trailer should be ready for occupancy at the end of the period of performance.

The location is at J. Percy Priest Dam and Lake (36.149133, -86.620351), Nashville, TN. The course of work will consist of trenching through rocky terrains and will cross asphalt roads/ parking lots. Contractor has the option to trench up to the trailer and once past the trailer’s under pinning utilities, may run lines above ground as long as the lines are properly insulated to prevent freezing or disturbance. Asphalt removal shall be incidental to the cost of this bid item. Contractor shall replace any disturbed asphalt. Contractor shall field verify existing utilities to prevent any damage while trenching. See Attachment 1 for existing and proposed locations of trailer utilities. The job shall be completed 75 calendar days after Start of construction. Contractor shall mobilize no later than 45 calendar days following contract award unless otherwise approved by contracting officer. Contractor shall have 10 calendar days to commence work after Notice To Proceed (NTP).

5. Description of Work:

5.1 Site Preparation at J. Percy Priest

See Attachment 1, JPP SITE MAP and PROPOSED SITE for location for the modular building. Contractor should review package documents and site plans to assess the accessibility of the utility connections of the trailer.

The general location of existing utilities is shown in Attachment 1, EXISTING CABIN SITE PLAN DETAILS.

Contractor must ensure existing utilities will remain in service and if damaged, shall be repaired at the Contractor’s expense. Contractor should field verify existing utilities. In the need of a temporary outage when installing new utilities, contractor shall coordinate with the Contracting Officer’s representative for optimal times. Contractor shall notify the contracting officer no less than (7) calendar days before a utility outage is required, with outages occurring after 4 p.m. on Fridays and restored by 7:00 a.m Monday unless otherwise approved. See paragraph “Utility Outages” for details.

Contractor shall conduct work to ensure no trees will be damaged. Existing storage shed in the proposed area may be moved/relocated with the COR’s approval to facilitate utility connection. Metal material that is laying behind the storage shed shall be relocated to connect utilities to existing utilities, see Attachment 1, TRAILER UTILITY PICTURES. After utilities are connected contractor shall place the metal material and concrete blocks back in the place it was prior to construction. Contractor shall expect rocky soils when trenching. It is encouraged for the contractor inspect grounds along trenching paths during pre-bid site visit to determine proper equipment needed.

5.2 Heating, Ventilating, and Air Conditioning (HVAC)

The two existing HVAC split systems should be inspected/verified to confirm working condition by the contractor.

Contractor shall be responsible for connecting all necessary hookups to the systems and assuring they are still in working condition. Optional bid will be available if HVAC systems are deemed unviable for continued use, units shall be replaced with comparable salient features. The conditions of the existing HVAC units will be inspected determined by the contracting officer.

http://www.fedshirevets.gov/index.aspx http://www.dol.gov/vets/ http://benefits.va.gov/vow/ http://www.uschamberfoundation.org/hiring-our-heroes http://www.whitehouse.gov/sites/default/files/docs/white_house_business_council_-_guide_to_hiring_veterans_0.pdf http://www.whitehouse.gov/sites/default/files/docs/white_house_business_council_-_guide_to_hiring_veterans_0.pdf

Current HVAC units: BART HVAC, wall-mounted heat pump, Model W36H1-A10XX4XXX, 230- 208V/60Hz/1ph.

Proposed HVAC unit(s): BART HVAC, wall-mounted heat pump, Model W36HB-A0Z, 230-208V/60Hz/1ph. Vent package, filter supply outlet, coil & unit coating, accessories and controls shall be as manufacturer’s standards.

Color shall be selected to match the color of the existing unit.

5.3 Electric

The electrical specifications listed in this section are by no means a sequence or procedure of work instructions that must be followed in chronological order. The contractor shall submit a construction sequence for the electrical installation of a new trailer load and the replacement of the existing 75 kVA transformer with 150 kVA transformer.

The sequence shall end after testing is completed on new transformer. Connections to boat house, resident engineer (RE) cabinet, and trailer shall be the last step to ensure the electrical outages that occur are minimized so they do not fully interrupt the day-to-day activites of RE’s working on site within in the cabinet. Contractor shall include anticipated power outage timeframes for the cabin next to the trailer so that workers can plan accordingly. Provide contracting officer no less than 14 days prior to any acitipated outages.

1. Remove existing 75kVa transformer and disconnect the cabin and boathouse feeders on secondary side. Feeder conductors, disconnect switches and/or overcurrent devices for the boathouse and cabin are to be reused. Store and protect from damage reusable devices properly until reconnection to new transformer is completed. Any damage to reusable and new equipment or materials shall be contractor’s responsibility to purchase and replace.

2. Provide and install a new pad mount transformer on the same existing pad where the existing transformer is to be removed from. The transformer shall be dry-type, enclosure NEMA Type 3R and with electrical characteristics of 150 kVA, three-phase, 480V primary, 208/120V secondary, with a delta-wye configuration. Resize the existing concrete pad to meet the weight and dimensions of the new 150 kVA transformer. Add new 400A, NEMA 3R, fused disconnect with 225A fuses to serve the primary side of the new transformer and surge protection device on primary side of the new transformer sized to match the electrical characteristics of the transformer. See attachment of existing SPD currently used.

3. Replace three pole 125 A circuit breaker at power panel “PNL-P-1” in Reservoir Headquarters/Visitors Center Building with a new 225A, 3 pole breaker to feed new transformer. Breaker should be compatible with existing panelboard. See attachment for existing panelboard specs.

4. Feed new transformer from new 225A breaker in the Visitor’s Center Building using 3-500kCMIL aluminum conductors in 4” Schedule 80 PVC conduit. New path shall be approximately 800 feet and shall use three single conductors, made of aluminum, and rated 600 volts.The contractor may Reuse existing conduit going from PNL- P-1 to Handhole 56 to prevent new penetrations. Previous original conductors may be cut and pulled to empty the reusable conduit.The existing condition of the conduit could not be verified by the government. As an alternative to using the existing conduit between PNL-P-1 and HH56, the contractor may run new conduit and make penetrations as required or other approved path proposed by the contractor. Reuse only Handhole 56 and provide new handholes approximately every 100’ leading up to new transformer. Avoid selecting paths that involve trees, rocks, gravel, and all other items that make trenching difficult but minimize distance as much as feasible.

Contractor shall provide submittal of path proposal for review prior to trenching. See 8: Submittals point 6. for more information.

5. Provide and install new 200A, fused disconnect on the secondary side of the new transformer to supply the trailer using 3-#2/0 conductors in 3” Schedule 80 PVC. Run conductors and conduit to single-phase 208/120 panel within trailer. Trench conduit to avoid trip hazards, run is approximately 20 feet from existing pad to trailer panel entrance.

6. Reconnect and configure layout of overcurrent protection devices, existing boathouse conductors, existing cabin conductors, and new transformer in similar equipment layout to original design. If old mounting frames are unable to be reused, provide new ones. Adjust or reconfigure conduit bends if necessary.

7. Disconnect existing transformer and remove from site.

8. Remove meter and load center from exterior of trailer and remove feeder from meter to sub-panel inside trailer.

9. Add new grounding conductors, lugs, buses as necessary to properly ground all new and existing equipment.

10. Removable unused devices shall become property of contractor and properly be disposed of.

11. Contractor should verify all electrical conditions of existing equipment and materials before beginning work.

12. All work shall be done in accordance with National Electrical Code. Ensure conductors are rated for “wet locations”, penetrations are properly sealed, conduit joint connections are waterproof sealed, all new equipment is certified and tested to their proper standards.

13. Test new distribution system for acceptance. Ensure all equipment runs and functions properly. Update panel schedule labels where changes were performed. Provide new equipment with all new labeling.

5.4 Sewer Line

Septic system inspection proved that existing septic tank (1200 Gal) is viable to continue use. However, existing pumps/plumbing in the lift station were deemed faulty. The minimum requirements for the pumps shall have; 2 hp motor, 60ft of head, 35 gpm, 230V/60hz/1ph, see electrical section for the correct voltage and phase. Contractor shall verify the available voltage at the Panel in the cabin. Existing septic tank currently only has flow going into it from the cabin. Contractor shall completely pump out existing solids and effluent in both the septic tank and lift station, then replace the system (pumps, pipes, floats, alarms, controls, flange elbows, guide rail system, pump lifting chains, and check valves and ball valves/gate valves.) within the lift station. Existing lift station basin shall remain. Contractor shall replace the T-connection inside the basin and the 2” dia. line from inside the basin to about 3’ outside the basin, connecting it to the existing 2" dia. PVC line. Contractor shall verify the existing pipe diameter and existing pipe material prior to purchasing the new T-connection and new pipe. Contractor shall verify design of pumps to accommodate the existing septic tank and basin, as well as proper positioning of floats. Details of existing plumbing/pump in lift station are shown in “Plumbing Notes: 6.” on Attachment 1 - Plans, EXISTING CABIN SITE PLAN AND DETAILS. Any adjustments to the existing mounts to accommodate pumps shall be incidental to the cost of pump installation. Contractor should inspect the basin to determine installation requirements and bid accordingly. It will be the contractors responsibility to determine how to run the main sewer line from the new trailer to the septic tank.

The contractor has the option to run an independent pipe from the trailer directly to the septic tank or tying into the existing main line between the cabin and the septic tank. The contractor must ensure positive drainage is maintained throughout the entirety of the line from the trailer to the final septic tank connection. An existing elbow and clean out serves as a natural location for connecting the trailer line to the cabin line. The cleanout is located beneath the wooden storage shed which may require that the shed be lifted or partially relocated should the contractor choose to pursue this connection option. Contractor is responsible for the repair of the wooden shed if any damages is to occur at contractors expense. Upon completion the sewer line should be buried 18” beneath the ground surface with the exception of where it passes the under pinning. In locations where positive drainage is difficult to maintain, contractor may use excess fill from trenching operations to over fill trenches to ensure 24” of cover is achieved. In doing this ensureno ponding or entrapment of water occurs. Contractor has the option to trench underneath the existing trailer to cover sewer line or trench until it’s passed the under pinning then proper insulation can be applied to sewer lines. Pipeline should have 24” of fill to the top of the pipe Contractor must ensure insulation was completed correctly to prevent freezing. The contractor shall replace the damaged pump station lid with a similar make and model.

5.5 Telephone/Network Infrastructure Installation:

The contractor shall install new 1000BASE-SX, multimode. OM1 cable from the cabin, communication closet to the trailer. This will be roughly a 90’ run of fiber. Contractor shall run new fiber through existing ¾” PVC conduit, shown on Attachment 1, EXISTING CABIN ELECTRIC AND FOUNDATION PLAN, then routed underground using GYTA53 or GYTY53 conduit using a 90-degree angle with each change in direction. The new fiber shall be terminated at each end.

Contractor shall provide connection including all inspection fees, installation of underground conduit. Trenching and backfill of the conduits shall be done in accordance with the applicable codes and running downhill, away from the back of the cabin and end of trailer. All underground conduits shall be marked with tracer tape in the trench 12” above the conduit. The tracer tape shall indicate “fiber data line”. Notify the COR no less than 72 hour notice prior to power outages, so the USACE IT Department can place the Switch into maintance mode before power is turned off.

The Contractor shall ensure network installation shall be fully functional, neat, and orderly. There will be no analog lines pulled through conduit. Site shall connect and configure switches and VOIP phones.

5.6 Underground utilities:

Provide buried utility lines with utility identification tape. Bury tape 12 inches below finished grade; under pavements and slabs, bury tape 6 inches below top of subgrade. Bury detection wire directly above non-metallic piping at a distance not to exceed 12 inches above the top of pipe. Extend the wire continuously and unbroken, from manhole to manhole. Terminate the ends of the wire inside the manholes at each end of the pipe, with a minimum of 3 feet of wire, coiled, remaining accessible in each manhole. Furnish insulated wire over its entire length. Install wires at manholes between the top of the corbel and the frame and extend up through the chimney seal between the frame and the chimney seal. For force mains, terminate the wire in the valve pit at the pump station end of the pipe.

5.7 Waterline

Contractor shall verify the viability of the existing waterline, and the 3” valve box that ties the main line to the cabin. Proposed trailer waterline shall tie into the main line, and install new valve and box, as shown on Attachment 1, PROPOSED SITE. The contractor shall use HDPE piping with a DR 11 Rating with a 200 PSI pressure rating.

Contractor has the option to trench underneath the existing trailer to cover water line or trench until it’s passed the under pinning then proper insulation can be applied to water lines. Pipeline should have 24” of fill to the top of the pipe. Contractor has the option to bore under asphalt parking lot, boring plans must be submitted to the COR. Any disturbed Asphalt shall be Repaired. Insulation should be made with closed-cell foam insulation and should be rated to withstand extreme temperatures. Contractor shall submit factory specifications for Insulation to the COR.

Contractor must ensure insulation was completed correctly to prevent freezing.

5.8 Cleaning

Prior to acceptance by the Government, the trailer shall be cleaned. The vinyl tile floor area shall be swept, and damp mopped. The windows shall be cleaned with glass cleaner inside and out. All ledges or sills shall be dusted or vacuumed. The countertops, the insides of the cabinets, and the appliances shall all be cleaned with spray cleaners and cleaning cloths. The restroom sink and toilet shall be cleaned with disinfecting cleaner. The mirrors shall be cleaned with glass cleaner. Items such as desks, cabinets, chairs, shelves, etc. shall all be cleaned. Before final closeout contactor shall broom sweep entire parking lot to ensure no construction debris is left.

5.9 Trailer Repairs

The contractor shall repair any damages to ceiling, floor, and any incidentals. Repairs may include new tile flooring.

If the contractor elects to reuse existing floor contact the COR for approval. See attachment 1 for photos.

6. Temporary Power and Water:

Government will not supply utilities for use by the Contractor. Any temporary water or power shall be supplied at the contractors expense.

7. Site Work

The Contractor shall be responsible for disposing of excess construction debris off site. Waste soil and rock materials removed during trenching, etc. shall be excessed on site in areas designated by the contracting Officer.

Existing transformer will become the contractor’s property upon removal and shall be disposed of in accordance with federal, state and local regulations.

8. Submittals

The contractor shall Provide the following:

1. Project schedule; please provide a cost loaded gantt chart schedule, with sufficient detail with cost assigned to each activity.

2. Utility outage request.

3. Accident Prevention Plan (APP); in accordance with EM 385-1-1.

4. Environmental Protection Plan (EPP); include within the EPP measures for protecting natural and cultural resources.

5. Work plan; after awarded the contract, the contractor shall submit a workplan to the COR detailing the activities to take place during the Period Of Performance of the contract.

6. Electrical: Submit Order of Operations for Electrical line replacement to minimize power outages.

7. Sewer system: submit product data / specifications for all sewer components (pumps, pump controls, float switches, etc.).

8. Proposed sewer connection; submit proposed plan for trailer sewer line to existing cabin line.

9. Conductor: submit product data / specifications.

10. Circuit Breaker: submit product data / specifications.

11. Transformer: submit product data / specifications.

12. HVAC unit(s): submit product data / specifications.

3. Waterline pipe insulation: submit product data / specifications.

9. Dumpster/Toilet

The contractor shall be responsible for disposing of excess construction debris off site. Excess soil and rock materials from trench backfilling shall become property of the contractor and disposed in accordance with local, state, and federal guidelines.

10. Permits

The Contractor shall comply with all State and Local laws and regulations. The Contractor shall provide and be responsible for all building and utility permits and associated costs and calls for any inspections that may be required. Licenses, impact fees, utility fees, state and local taxes and all permit costs that may be imposed are to be included in the quote. Since this building is located on federal property, it may be exempt from some local code requirements. The Contractor is responsible for determining which codes are applicable.

Electricians and Plumbers shall be licensed in the State of TN and have no less than 5 years of experience in work related to this contract.

11. Liquidated damages

If the Contractor fails to complete the work within the time specified, the Contractor shall pay liquidated damages to the Government in the amount of $241.39 each calendar day of delay until the work is completed or accepted.

12. Sustainability Requirements:

To meet mandatory requirements in accordance with (IAW) the USACE Acquisition Instruction (UAI), the contractor shall meet the recycled content requirements set forth by EPA for the listed products to be used in this contract. Individual products, or contractor-furnished supplies, that shall contain recycled-content include, but not limited to:

Clauses:

• FAR Clause 52.223-9 – Estimate of Percentage of Recovered Material Content for EPA-Designated Items

• FAR Clause 52.223-17 – Affirmative Procurement of EPA-Designated Items in Service and Construction Contracts Contractor shall meet the Bio Preferred Program requirements set forth by USDA, if wastewater systems coatings is deemed necessary, in accordance with FAR Provision 52.223-1 – Biobased Product Certification & FAR Clause 52.223-2 – Affirmative Procurement of Biobased Products Under Service and Construction Contracts.

13. Attachments:

a. Attachment 1: Plans October 15, 2021

b. Attachment 2: Product data for Type 1 SPD

c. Attachment 3: Product data for Panelboard

PRICE SCHEDULE

ITEM

NO.

DESCRIPTION EST.

QTY.

UNIT UNIT

PRICE

ESTIMATED

AMOUNT

BASE CONTRACT

0001 Mobilization and Demobilization 1 JOB $ $

0002 Electric Utilities Set-up (See specifics in Electric Section of

PWS)

1 JOB $ $

0003 Trenching Electrical Utilities With PVC

850 LF $ $

0004 Sewer/Septic Rehabilitation Set-up (include lift station, complete pump out, pump station lid, etc.)

1 JOB $ $

0005 Trenching Sewage and septic 50 LF $ $

0006 Network Infrastructure Set-up 1 JOB $ $

0007 Trenching for Communications 90 LF $ $

0008 Water Utilities Set-up 1 JOB $ $

0009 Trenching for Water 80 LF $ $

0010 HVAC Set-Up 1 JOB $ $ 0011 Trailer Repairs (ceiling tile, floor tile)

1 JOB $ $

Base Estimated Total

OPTION 1

1001 New HVAC Unit 1 JOB $ $

OPTION 2

2001 New HVAC Unit 1 JOB $ $

TOTAL ESTIMATED AMOUNT $

SECTION 00 21 00 - INSTRUCTIONS

The following have been modified:

52.252-3 ALTERATIONS IN SOLICITATION (APR 1984)

Portions of this solicitation are altered as follows:

Amendment 0001

PROJECT: J Percy Priest Survey Trailer Utility Hookup The purpose of this amendment is to:

1. Extend the quote due date from Wednesday, March 16, 2022 at 12:00 PM Central Time to Tuesday, March 22, 2022 at 12:00 PM Central Time.

2. Attach revised Attachment 1 (Attachment 1-Plans 2021-3-14-22.pdf)

3. Attach SurveyTrailer_A0001_Summary.pdf

4. Update revised PWS and revised Price Schedule into solicitation.

5. Attach "USACE site visit sign in.pdf" roster.

6. Update FAR 52.252-3 Alterations in Solicitation.

SECTION 00 70 00 - CONDITIONS OF THE CONTRACT

The following Acceptance/Inspection Schedule was added for CLIN 0011:

INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

Destination Government Destination Government

(End of Summary of Changes)