A.07.23_IFB(1).pdf

The US Army Corps of Engineers at Harry S. Truman Dam and Reservoir is requesting Bids to renovate or rehabilitate seven (7) pressurized drinking w ater w ell systems and close of three (3) abandoned w ells. Sustainability of natural resources is the primary function of this operation. Each w ell has individual requirements and uniquely different from each w ell. This renovation is to reduce w asted w ater due to excessive flushing of w ater caused by iron (red w ater) and/or hydrogen sulf ide.

Magnitude of Project: Betw een $150,000 and $500,000 Location: Truman Lake Solicitation Type: Invitation for Bid Set Aside: 100% Small Business

The Government reserves the right to cancel this solicitation at any time prior to aw ard.

X

JOSHUA M HIGGINBOTHAM 816-389-3812

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

10-Aug-2017

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________150 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________2 copies to perform the w ork required are due at the place specified in Item 8 by ___________ local time ______________12 Sep 2017 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______90 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

USACE, KANSAS CITY +

FEDERAL BLDG, CT-C

601 E 12TH ST RM 647

KANSAS CITY MO 64106-2896

W912DQ

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

10:00 AM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

816-389-2029/2030FAX:TEL: 816-389-3812 TEL: FAX:

W912DQ17B1021 95

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

W912DQ17B1021

Section SF 30 - Block 14 Continuation Page (SF 30)

CAUTION PAGE

CAUTION!

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

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

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

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

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

5. BID GUARANTEE: Sufficient bid guarantee in proper form must be furnished with your bid, if your bid exceeds $150,000.

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

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

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

9. BUY AMERICAN ACT: All bidders are cautioned that, prior Government conduct notwithstanding, the

Contractor's selection of a domestic construction material which would require the subsequent selection of a foreign construction material for compatibility is not a justification for waiver of the Buy American Act. It is the Contractor's responsibility to verify, prior to submitting the materials for approval, that each system can be built to meet the contract specifications without the use of foreign construction materials.

10. BOLLING FEDERAL BUILDING ENHANCED SECURITY

Due to enhanced security in the Bolling Federal Building the bid opening room will be held on the second (2nd) floor, in room 241. The bid room will open 30 minutes prior to bid opening and will remain open until all bids are opened and read. If bids are hand-delivered, you must be aware of enhanced security requirements in effect in the Federal Building and allow for extra time to clear security. You must have a valid picture ID in order to enter the building. No additional time will be allowed due to security requirements. Security Personnel may require you to be escorted to and from room 241. The Bid Opening Room is available to all persons delivering bids or attending the bid opening. Bidders may wait in the Federal Building cafeteria on the Ground level or outside the building.

Under The Federal Acquisition Regulations bids cannot be accepted after the time set for bid opening. Therefore, to ensure your bid is not late, all bidders are encouraged to complete their bids prior to arrival at the Bid Opening Room.

Section 00 01 10 - Table of Contents

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 1 Appendix

Section 00 10 00 - Solicitation

SCOPE OF WORK

Water Well Renovation

1. General Description of Work

1.1. In general, The US Army Corps of Engineers at Harry S. Truman Dam and Reservoir is requesting quotes to rehabilitate seven (7) pressurized drinking water well systems and closure of three (3) abandoned wells. Sustainability of natural resources is the primary function of this operation. Each well has individual requirements and uniquely different from each well. This renovation is to reduce wasted water due to excessive flushing of water caused by iron (red water), hydrogen sulfide and/or other substances.

1.2. Types of work includes but not limited to: pull existing pump; video and record water well before and after cleaning; wire brush the entire length of casing to remove debris; chemical treatment to well for restoration purposes which includes application and removal; sanitize well; set pump, pipe, wire, well seals and all associated apparatuses back to an operable condition; and closure of three (3) abandoned water wells.

1.3. Well construction data, current data and an analysis of water samples for each well are included in the appendix. These documents provide necessary data on each well in order to quote work requirements.

1.4. The work requires expertise in complete drinking water well renovation and knowledge and execution of Missouri Department of Natural Resources (DNR) requirements for drinking water renovation task.

1.5. The contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, supervision, and other items and non‐personal services necessary to perform Water Well Renovation as defined in this Performance Work Statement except for those items specified as government furnished property and services. The contractor shall perform to the standards in this contract.

1.6. The materials scheduled or specified are a basis of design. Contractor may submit similar/equivalent to be approved by government. Any modifications or changes are at the expense of the contractors that are a result of similar/equivalent material submitted.

1.7. All work shall be performed in accordance with the requirements the US Army Corps of Engineers Safety and Health Requirements Manual EM 385‐1‐1, 30 November 2014 edition and OSHA Standards.

1.8. All work shall be coordinated with site.

2. Period of Performance‐

2.1. Work shall start 10 days after Notice to Proceed, submission of submittals qualify for this requirement.

All work shall be completed in 150 days.

2.2. On site work on water wells shall not start till after 18th of October 2017 except for the Visitor Center which cannot start till 1st of November. This is to reduce impact to visitation. This schedule maybe adjusted by Contracting Officer Representative (COR).

2.3. The Closure of Long Shoal Well (pending exercising this option) is dependent of installation of Rural Water System. A contract is in place to install and connect Long Shoal water system to rural water supply they have till April of 2018 to have installed therefore closure of Long Shoal water well system cannot be closed until rural water is connected. Schedule adjustments will be necessary and coordinated with COR.

3. Location

3.1. Berry Bend Equestrian PUA‐33134 Berry Bend Ave., Warsaw MO 65355‐inside a building with access hatch in roof.

3.2. Berry Bend South PUA‐33134 Berry Bend Ave., Warsaw MO 65355‐inside a building with access hatch in roof.

3.3. Bucksaw PUA‐673 SE 803 Rd., Clinton Mo. 64735‐inside a building with access hatch in roof.

3.4. Long Shoals PUA‐12733 Long Shoals Park Rd., Warsaw MO 65355‐pittless adapter, not in building.

3.5. Osage Bluff PUA‐17671 Osage Bluff Rd., Warsaw MO 65355‐inside a building with access hatch in roof.

3.6. Shawnee Bend PUA‐29353 Golf Rd., Warsaw MO 65355‐inside a building with access hatch in roof.

3.7. Talley Bend PUA‐8950 NE Hwy C, Lowry City MO 64763‐inside a building with access hatch in roof.

3.8. Thibaut Point PUA‐26773 Georgetown Ave., Warsaw MO 65355‐inside a building with access hatch in roof.

3.9. Visitor Center PUA‐29027 Visitor Center Rd., Warsaw MO 65355‐pittless adapter, not in building.

3.10. Windsor Crossing PUA‐12 NE Hwy PP, Clinton MO 64735‐inside a building with access hatch in roof.

4. Contact Info

Mr. Roger Weter is the project manager and can be reached at 816‐389‐3280, 15968 Truman Rd., Warsaw Mo 65355 E‐mail: roger.j.weter@usace.army.mil

5. Work Requirements‐

5.1. Type of Work by Location: each location will require all work necessary to complete the task requested;

note items with optional may not be awarded.

5.1.1.1. Berry Bend North PUA‐ Renovation

5.1.1.2. Berry Bend South PUA‐Renovation

5.1.1.3. Osage Bluff PUA – Renovation

5.1.1.4. Shawnee Bend PUA‐ Renovation

5.1.1.5. Visitor Center PUA‐ Renovation

5.1.1.6. Talley Bend PUA‐ Renovation (optional)

5.1.1.7. Thibaut Point PUA‐ Renovation (optional)

5.1.1.8. Windsor Crossing – Closure (optional)

5.1.1.9. Bucksaw – Closure (optional)

5.1.1.10. Long Shoal – Closure (optional)

5.2. Well Cleaning/Restoration‐each well is uniquely different and may require different techniques to accomplish restoration. The wells are producing Red Water in the drinking water system and the goal is to eliminate or reduce this issue in order to produce a more palatable and aesthetic water supply.

5.2.1. Data‐ The well information/data and chemical analysis for each well is available in the following

Appendices. Appendix L‐Independent Laboratory Analysis is results from a well analyses and contains information for chemical treatment and characteristics of each water well.

5.2.1.1.1. Location Maps‐ Appendix A

5.2.1.1.2. Berry Bend North PUA – Appendix B

5.2.1.1.3. Berry Bend South PUA – Appendix C

5.2.1.1.4. Osage Bluff PUA – Appendix D

5.2.1.1.5. Shawnee Bend PUA ‐ Appendix E

5.2.1.1.6. Talley Bend PUA – Appendix F

5.2.1.1.7. Thibaut Point PUA – Appendix G

5.2.1.1.8. Visitor Center PUA – Appendix H

5.2.1.1.9. Windsor Crossing – Appendix I

5.2.1.1.10. Bucksaw – Appendix J

5.2.1.1.11. Long Shoal – Appendix K

5.2.1.1.12. Independent Laboratory Analysis‐Appendix L

5.2.2. Pull Existing Pump‐all water well restorations will require pulling existing pumps, drop pipe, wire and other apparatuses associated with preparing well for restoration. Note: most wells are in a building with an access hatch on roof. Building will not be removed. Contractor is to use precautions not to damage roofing material when performing work from roof top. Contractor is required to safe guard all equipment from damage and contamination while it is being stored during restoration of well.

5.2.3. Clean Pump and Related Equipment‐Disassembly of the pump for effective cleaning. All components shall be disinfected with a light chlorine solution (approximately 50 ppm) prior to being returned to the well.

5.2.4. Video Water Well‐Contractor is to video/record entire depth of well both pre‐rehabilitation and post‐rehabilitation. Supply video on CD.

5.2.5. Pretreatment: Mechanical Agitation ‐Each well should be thoroughly agitated to remove fouling that has accumulated on the casing and production zone. The agitation should utilize a stiff brush, or single disk surge block to disrupt and dislodge biological growth and/or rusty scale accumulation within the well column. The tool used should complement the inner diameter of the well in size, allowing sufficient tool material to contact the well structure and aid in removal of accumulated material. Immediately following the pretreatment agitation efforts, it is very important to thoroughly purge the wells of debris and disrupted material, beginning at the very bottom of the wells and working upwards until thoroughly evacuated. Purge until visible turbidity is removed.

Evacuated material should be collected above ground and disposed of according to local and state regulations.

5.2.6. Chemical Treatment Phase‐Following the removal of the accumulated debris within the borehole, the chemical treatment phase will be used to further clean the well column, while allowing cleaning efforts to extend into the near‐well formation to open fissures and flow paths. This treatment step is designed to primarily target scale and any biological deposits within the well and the fouling potential within the near‐well formation. This step should incorporate the recommended volumes of phosphoric acid and Layne’s QC‐21‐IS bio dispersant or equivalent by as outlined in Table 1. The calculated treatment volumes are based on a volume equivalent to 1.5 times the standing well volume.

Blend the solution above ground and add the chemicals into the screened portion of the well via a tremie pipe or similar delivery mechanism. Efforts to evenly distribute the solution throughout the entire well column is required. Once the solution has been introduced, begin to surge the solution throughout the entire well for 6 to 8 hours. Following surging, allow the solution to remain downhole overnight. Monitor the pH of the downhole solution and keep it at 3.0 or below during the entire treatment process.

The following day, surge the well again for 4 to 6 hours, focusing efforts on the screened sections of the well, again monitoring the pH and keeping it at 3.0 or below, adding additional phosphoric acid if needed to maintain pH. Following surging of the treatment solution, the well should be thoroughly purged of the chemicals and disrupted material. Pump the well until the pH has returned to normal (6.5 or greater), visible turbidity is zero, and the well is pumping clear. Collect and neutralize the evacuated material above ground according to state and local regulations.

Note: Appendix L has data to support chemical treatment and should be reviewed.

5.2.7. Disinfection‐Following chemical treatment, the wells shall be disinfected. Disinfection should utilize a pH‐adjusted chlorination treatment of a 300 ppm chlorine level in a pH range of 6.5 to 7.0. For the disinfection solution, mix the chemicals in this order: water, chlorine enhancer, check the pH (above 5), add chlorine. Mix lightly. Collect and test a representative sample of the disinfection solution prior to application for pH and chlorine level. If the chlorine level has fallen, add additional sodium hypochlorite in small increments to raise it to 300 ppm. The volume of the disinfection solution should be equivalent to 3 times the standing well volume. This larger volume is utilized to flood the borehole with the disinfection solution in order to increase the effectiveness of treatment, as well as increasing the treatment area. Utilization of NSF approved chlorine enhancing chemical Layne Oximate or equivalent product, shall be used to aid in both effective disinfection as well as to increase the treatment area. Based on the supplied well information and laboratory data, the chlorination treatment should incorporate the chemicals outlined in the table below. The disinfection solution should be blended above ground and introduced into the wells by a tremie pipe or similar treatment line. Efforts should be made to disperse the disinfection solution evenly throughout the well. Once the solution is placed into the well, it should be lightly agitated with a single disc surge block, to supply agitation and dispersion throughout the well column and borehole. Following agitation, check the chlorine residual within the well to ensure sufficient strength is present. If the chlorine residual has diminished below 150 ppm, add additional sodium hypochlorite to raise it to that level. Allow the chlorine solution to remain downhole overnight.

Following this period, begin evacuation of the well from the bottom, working upwards, until a minor residual (~ 50 ppm) is present and all debris has been evacuated from the well, as identified by visible turbidity. At this time, the permanent pump and column pipe can be placed back into the well and utilized to purge the remaining chlorine solution from the well.

Once disinfection efforts are completed, the well should be returned to an active operating schedule as soon as possible.

Calculated Chemical Treatment Volumes – USACE Wells

Visitor Center (gallons)

Talley Bend (gallons)

Berry Bend North

(gallons)

Berry Bend South

(gallons)

Osage Bluff (gallons)

Shawnee Bend

(gallons)

Thibault Point

(gallons

Well Diameter 8-in 8-in 8-in 8-in 8-in 8-in 8-in Total Depth 1100-ft 800-ft 1000-ft 1100-ft 700-ft 1100-ft 1045-ft Static Water 161-ft 125-ft 113-ft 120-ft 40-ft 130-ft 61-ft Targeted 3750 2650 3500 3850 2600 3800 3900 Targeted 7500 5300 7000 7700 5200 7600 7700 Chemical Cleaning Phosphoric 160 115 180 165 130 160 165

QC-21-IS 65 45 90 70 70 65 70

Potable water 800 700 800 750 900 800 800 Well Disinfection Sodium 19 13 18 19 13 19 19 Oximate 33 31 34 31 24 37 31 Potable water 5000 3500 4700 5000 3500 4000 4100

5.2.8. Pump Installation‐ all water well restorations will require reinstallation of existing pumps, drop pipe, wire and other apparatuses that was removed prior to restoration of water well. Contractor shall supply all necessary miscellaneous supplies to reinstall i.e.: wire splices; wire tape; etc. The Corps of Engineers has in stock water well supplies such as pump/motor, wire and pipe and if necessary will supply these products for reinstallation if existing pumps require replacement.

Contractor is to use precautions not to damage roofing material when performing work from roof top.

5.2.9. Laboratory Analyses‐ Follow up sampling after rehabilitation of the wells to evaluate cleaning efforts and to establish a new baseline shall be performed by contractor. Includes the following:

5.2.9.1. The Operational Profile analysis is designed for comparative analysis of two samples, typically one static and one pumping sample. The Operational Profile utilizes a limited and time dependent series of inorganic chemical and microbiological tests to identify fouling and corrosion issues with potential impacts on the operation of the sampled well. The tests include a number of inorganic chemical parameters such as pH, total dissolved solids/conductivity, hardness, alkalinity, oxidation reduction potential (ORP), bicarbonate, carbonates, and specific ions and compounds relevant to well fouling. Biological assessment is designed to quantify the total bacterial population, assess anaerobic conditions, and identify the presence of iron related bacteria and sulfate reducing organisms. Also included are tests for Adenosine triphosphate (ATP), and a microscopic evaluation.

5.2.9.2. All laboratory testing procedures are performed according to the guidelines set forth in Standard Methods for the Examination of Water and Wastewater as established by the American Public Health Association (APHA), American Water Works Association (AWWA), and Water Environment Federation (WEF). Corrosion analyses are performed in accordance with the guidelines as set forth by the National Association of Corrosion Engineers (NACE). In general, these methods are approved by both the Environmental Protection Agency (EPA) and AWWA for the reporting of water and/or wastewater data.

5.3. Well Closures‐The wells to be closed will follow the Missouri Department of Natural Resources (DNR) guidelines for the proper closure of a well. Contractor is to obtain written guidance from DNR for each well closure and submit procedures approved by DNR to COR. All pumps, pipe, wire and other apparatuses associated with the abandoned well will be stacked neatly at site and the government will remove to recycle bin. Buildings will not be removed or destroyed.

5.4. ELECTRICAL‐All electrical work must comply with the National Electrical Code (NEC) latest edition.

6. Safety Requirements‐All work shall be performed in accordance with the safety requirements contained in the

Corps of Engineers Safety and Health Requirements Manual, EM‐385‐1‐1, copies of which are available at the Truman Project Office or online.

7. Services Available

7.1.1. Rest Rooms‐limited restroom facilities are available for use by the Contractor.

7.1.2. Water and Electricity is available at no cost to Contractor.

8. BASIC REMODEL/DEMO‐Remove all materials from site and dispose of materials in accordance with local and state requirements for disposal of materials. Remove equipment from site in workman like manor as to not cause damage to areas of work. All government property such as pumps, pipe, wire and other apparatuses associated with the abandoned well will be stacked neatly at site and the government will remove to recycle bin.

9. Quantity

Drinking Water Well Rehabilitation/Closure Schedule

Item No. Location Description

0001‐ Base

Berry Bend North PUA

Renovation of drinking water well to include: pulling, cleaning and re‐setting water well pump; video before and after treatment; mechanical agitation; chemical cleaning;

disinfection. Follow up Laboratory Analysis.

0002‐ Base

Berry Bend South PUA

Renovation of drinking water well to include: pulling, cleaning and re‐setting water well pump; video before and after treatment; mechanical agitation; chemical cleaning;

disinfection. Follow up Laboratory Analysis.

0003‐ Base

Osage Bluff PUA

Renovation of drinking water well to include: pulling, cleaning and re‐setting water well pump; video before and after treatment; mechanical agitation; chemical cleaning;

disinfection. Follow up Laboratory Analysis.

0004‐ Base

Shawnee Bend PUA

Renovation of drinking water well to include: pulling, cleaning and re‐setting water well pump; video before and after treatment; mechanical agitation; chemical cleaning;

disinfection. Follow up Laboratory Analysis.

0005‐ Optional

Talley Bend PUA and re‐setting water well pump; video before and after treatment; mechanical agitation; chemical cleaning;

disinfection. Follow up Laboratory Analysis.

0006‐

Thibaut Point PUA and re‐setting water well pump; video before and after treatment; mechanical agitation; chemical cleaning;

disinfection. Follow up Laboratory Analysis.

0007‐ Base

Visitor Center PUA

Renovation of drinking water well to include: pulling, cleaning and re‐setting water well pump; video before and after treatment; mechanical agitation; chemical cleaning;

disinfection. Follow up Laboratory Analysis.

0008‐

Windsor Crossing PUA

Closure of abandoned drinking water well must follow Missouri Department of Natural Resources rules and regulations.

0009‐

Bucksaw PUA

0010‐

Long Shoal PUA

10. Scheduling and Completion of Work

10.1. BEFORE THE START OF FIELD WORK, THE CONTRACTOR SHALL COORDINATE FOR APPROVAL A

SCHEDULE WHICH SHOWS THE FOLLOWING

10.2. Key personnel and background information

10.3. Technical submittals

10.4. Schedule of site work.

10.5. Final walk through and inspection for final acceptance

10.6. Final acceptance of work

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

11. CONTRACTOR SHALL ALLOW AT LEAST TWO (2) WEEKS FOR HIS SCHEDULE TO BE REVIEWED AND

APPROVED. SCHEDULE SHALL BE SUBMITTED TO THE FOLLOWING ADDRESS FOR APPROVAL:

Roger Weter‐Civil Technician Corps of Engineers 15968 Truman Road, Warsaw MO 65355 Ph. No.: 816‐389‐3280Email:

roger.j.weter@usace.army.mil

12. CONTRACTOR SHALL NOT START FIELD WORK UNTIL THE SCHEDULE HAS BEEN SUBMITTED AND

APPROVED.

12.1. The project office is normally manned 8 hours a day, 5 days a week (Monday through Friday). Normal working hours for project office personnel is between 7:00 A.M. and 3:30 P.M. Project management will be available for coordination or approval of contractor's work between 7:00 A.M. and 3:30 P.M., Monday through Friday except government holidays.

12.2. All field work once started shall be completed within 120 calendar days. All work shall be completed within 150 days of the Notice to Proceed.

13. Certified Technicians and required personal

13.1. Contractor to provide, on site supervisor. Duties shall include but not limited to maintaining project status and communication with government personnel, weekly progress reports including a weekly look ahead report. Critical coordination with project schedule for outages, and equipment delivery.

13.2. All personnel on site are required to have a photo ID on persons and sign in and out of site (if required).

13.3. Foreign workers must be lawfully admitted to the U.S. and have documentation (authorization to work in the U.S.) From U.S. Citizenship and immigration services (ISCIS). Foreign nationals working on contracts must be approved through Corps of Engineers Foreign Nationals working on contracts must be approved through the Corps of Engineers Foreign Disclosure Officer prior to work. Foreign national background investigations may take 3‐4 weeks longer to obtain than NACI, therefore, the contractor shall plan accordingly.

13.4. The government reserves the right to screen any and all contractors’ personnel on security and to reject those who do not meet the qualifications.

14. ANTITERRORISM/OPERATION SECURITY REQUIREMENTS

14.1. 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 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.

14.2. 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.

14.3. 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.

14.4. Per the E‐Verify Website the following exemptions apply

14.5. 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).

14.6. 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.

14.7. Contractor Employees Who Require Access to Government Information Systems. This standard language text is for contractor employees with access to government info system. Proposed language: "All contractor employees with access to a government info system must be registered in the Army Training Certification Tracking System (ATCTS) at commencement of services, and must successfully complete the DOD Information Assurance Awareness prior to access to the information systems and then annually thereafter in accordance with personnel security standards listed in AR 25‐2 (Information Assurance), an appropriate background investigation will be conducted prior to accessing the government information systems."

14.8. The government will conduct security/background checks and certification of contractor personnel, at no cost to the contractor, who require access to government information systems.

The contractor should allow at a minimum 90 days for security/background checks once the complete information is provided of personnel requiring access to the government. No work can be completed on government information system until background checks are completed and contractor personnel are approved and only contractor personnel who are approved will be allow access to government information systems. The POC for government information systems will be Mr. Mark Asbury.

15. Equipment

15.1. Installers shall provide all necessary equipment for installation and operation of equipment.

15.2. Contractor shall provide all necessary off‐site storage of equipment and supplies required for installation. No materials shall be stored on site unless materials are being installed directly or approved by USACE personnel.

16. Documentation

16.1. Provide documentation of project personal and company’s previous projects of similar installation in the last 3 years with bid.

16.2. Certificates or license to work on Public Drinking Water systems in the State of Missouri.

17. Submittals

17.1. Safety Data Sheets for all materials used.

17.2. Specifications Sheets for all materials used.

17.3. Accident Prevention Plan in accordance with EM 385‐1‐1.

17.4. Activity Hazard Analysis.

17.5. Quality Control Plan.

17.6. Pre‐Rehabilitation Video

17.7. Post‐Rehabilitation Video

17.8. Current well data

17.9. Condition report of Well and recommendations to maintain condition.

17.10. Lab analysis of rehabilitation of wells.

18. Quality Control

18.1. The contractor is responsible for quality control. Workmanship shall be of the highest grade in accordance with the best modern practices to conform to the specifications for the work being furnished. The Contracting Officer or the Contracting Officer's Representative reserves the right to inspect the work at any time.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Renovation of the Berry Bend North well

FFP

Work completed in accordance with scope of work FOB: Destination

NET AMT

0002 1 Job Renovation of the Berry Bend South well

FFP

0003 1 Job Renovation of the Osage Bluff well

FFP

0004 1 Job Renovation of the Shawnee Bend well

FFP

0005 1 Job OPTION Renovation of the Talley Bend well

FFP

0006 1 Job OPTION Renovation of the Thibaut Point well

FFP

0007 1 Job Renovation of the Visitor Center well

FFP

0008 1 Job OPTION Closure of the Windsor Crossing well

FFP

0009 1 Job OPTION Closure of the Bucksaw well

FFP

0010 1 Job OPTION Closure of the Long Shoal well

FFP

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 150 dys. ANP 1 USACE, KANSAS CITY +

DENNIS J WALLACE

HARRY S TRUMAN PROJECT OFFICE

15968 TRUMAN R

WARSAW MO 65355

417-745-6411

966475

0002 150 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

0003 150 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

0004 150 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

0005 150 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

0006 150 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

0007 150 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

0008 150 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

0009 150 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

0010 150 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

CLAUSES INCORPORATED BY FULL TEXT

SCR_CT_001 FIELD OFFICE OVERHEAD (JUL 2002)

NOTICE TO BIDDERS: For your bid to be responsive, you must declare below the single accounting practice that you apply to contracts to calculate field office overhead for all change orders, modifications and requests for equitable adjustment. Pursuant to Federal Acquisition Regulations (FAR) Parts 31.105(d)(3) and 31.203(d)(1), an accounting practice that varies from modification to modification is not allowable. Select one of the following:

1. TIME DISTRIBUTION BASE FOR A PER DIEM RATE

If you use this practice, see Special Clause “Field Office Overhead Per Diem Rate” _____

2. DIRECT COST DISTRIBUTION BASE FOR A PERCENTAGE MARKUP

If you use this practice, see Special Clause “Field Office Overhead Percentage Markup” _____

3. OTHER ACCOUNTING PRACTICE THAT IS ALLOWABLE _____

UNDER THE FAR AND THAT USES A SINGLE DISTRIBUTION BASE.

If you choose 3, you must describe the accounting practice in sufficient detail below to allow the contracting officer to determine what accounting practice is being utilized by your company and that it complies with the FAR.

FAILURE TO FULLY COMPLY WITH THE ABOVE REQUIREMENT OR, IF ALTERNATIVE 3 IS

DECLARED AND YOUR DESCRIPTION DOES NOT CLEARLY STATE OR DESCRIBE A CONSISTENT

ACCOUNTING PRACTICE USING A SINGLE DISTRIBUTION BASE, WILL BE CAUSE FOR YOUR BID

TO BE REJECTED AS NON-RESPONSIVE.

(End)

SCR_CT_007 MAGNITUDE OF PROJECT—CONSTRUCTION (Jul 2002)

The magnitude of this project is represented by the following estimated price range (contracting officer mark as appropriate):

__x___Between $100,000 and $500,000

(End)

TPL_NWK_001 Points of Contact

CONTRACT

SPECIALIST:

Joshua Higginbotham

PHONE: 816-389-3059 E-MAIL: Joshua.m.higginbotham@usace .army.mil

PROJECT

MANAGER:

Roger Weter PHONE: 816-389-3280 E-MAIL: Roger.j.weter@usace.army.mil

Section 00 21 13 - Instructions to Bidders

CLAUSES INCORPORATED BY REFERENCE

52.204-7 System for Award Management OCT 2016 52.204-18 Commercial and Government Entity Code Maintenance JUL 2016 52.214-3 Amendments To Invitations For Bids DEC 2016 52.214-4 False Statements In Bids APR 1984 52.214-5 Submission Of Bids DEC 2016 52.214-6 Explanation To Prospective Bidders APR 1984 52.214-7 Late Submissions, Modifications, and Withdrawals of Bids NOV 1999 52.214-18 Preparation of Bids-Construction APR 1984 52.214-19 Contract Award-Sealed Bidding-Construction AUG 1996 52.214-34 Submission Of Offers In The English Language APR 1991 52.214-35 Submission Of Offers In U.S. Currency APR 1991

52.216-1 TYPE OF CONTRACT (APR 1984)

The Government contemplates award of a Firm Fixed Price contract resulting from this solicitation.

(End of provision)

52.222-5 CONSTRUCTION WAGE RATE REQUIREMENTS--SECONDARY SITE OF THE WORK (MAY

2014)

(a)(1) The offeror shall notify the Government if the offeror intends to perform work at any secondary site of the work, as defined in paragraph (a)(1)(ii) of the FAR clause at 52.222-6, Construction Wage Rate Requirements,of this solicitation.

(2) If the offeror is unsure if a planned work site satisfies the criteria for a secondary site of the work, the offeror shall request a determination from the Contracting Officer.

(b)(1) If the wage determination provided by the Government for work at the primary site of the work is not applicable to the secondary site of the work, the offeror shall request a wage determination from the Contracting Officer.

(2) The due date for receipt of offers will not be extended as a result of an offeror's request for a wage determination for a secondary site of the work.

52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL

EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

(a) The offeror's attention is called to the Equal Opportunity clause and the Affirmative Action Compliance

Requirements for Construction clause of this solicitation.

(b) The goals for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows:

Goals for minority participation for each trade

Goals for female participation for each trade

10% 6.9%

These goals are applicable to all the Contractor's construction work performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, the Contractor shall apply the goals established for the geographical area where the work is actually performed. Goals are published periodically in the Federal Register in notice form, and these notices may be obtained from any Office of Federal Contract Compliance Programs office.

(c) The Contractor's compliance with Executive Order 11246, as amended, and the regulations in 41 CFR 60-4 shall be based on (1) its implementation of the Equal Opportunity clause, (2) specific affirmative action obligations required by the clause entitled "Affirmative Action Compliance Requirements for Construction,'' and (3) its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade. The Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor, or from project to project, for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, Executive Order 11246, as amended, and the regulations in 41 CFR 60-4. Compliance with the goals will be measured against the total work hours performed.

(d) The Contractor shall provide written notification to the Deputy Assistant Secretary for Federal Contract Compliance, U.S. Department of Labor, within 10 working days following award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the --

(1) Name, address, and telephone number of the subcontractor;

(2) Employer's identification number of the subcontractor;

(3) Estimated dollar amount of the subcontract;

(4) Estimated starting and completion dates of the subcontract; and

(5) Geographical area in which the subcontract is to be performed.

(e) As used in this Notice, and in any contract resulting from this solicitation, the "covered area" is Benton County, MO and St Clair County, MO

52.225-10 NOTICE OF BUY AMERICAN REQUIREMENT--CONSTRUCTION MATERIALS (MAY 2014)

(a) Definitions. “Commercially available off-the-shelf (COTS) item,” “construction material,” “domestic construction material,” and “foreign construction material,” as used in this provision, are defined in the clause of this solicitation entitled “Buy American --Construction Materials” (Federal Acquisition Regulation (FAR) clause 52.225-9).

(b) Requests for determinations of inapplicability. An offeror requesting a determination regarding the inapplicability of the Buy American statute should submit the request to the Contracting Officer in time to allow a determination before submission of offers. The offeror shall include the information and applicable supporting data required by paragraphs (c) and (d) of the clause at FAR 52.225-9 in the request. If an offeror has not requested a determination regarding the inapplicability of the Buy American statute before submitting its offer, or has not received a response to a previous request, the offeror shall include the information and supporting data in the offer.

(c) Evaluation of offers. (1) The Government will evaluate an offer requesting exception to the requirements of the Buy American statute, based on claimed unreasonable cost of domestic construction material, by adding to the offered price the appropriate percentage of the cost of such foreign construction material, as specified in paragraph (b)(3)(i) of the clause at FAR 52.225-9.

(2) If evaluation results in a tie between an offeror that requested the substitution of foreign construction material based on unreasonable cost and an offeror that did not request an exception, the Contracting Officer will award to the offeror that did not request an exception based on unreasonable cost.

(d) Alternate offers.

(1) When an offer includes foreign construction material not listed by the Government in this solicitation in paragraph (b)(2) of the clause at FAR 52.225-9, the offeror also may submit an alternate offer based on use of equivalent domestic construction material.

(2) If an alternate offer is submitted, the offeror shall submit a separate Standard Form 1442 for the alternate offer, and a separate price comparison table prepared in accordance with paragraphs (c) and (d) of the clause at FAR 52.225-9 for the offer that is based on the use of any foreign construction material for which the Government has not yet determined an exception applies.

(3) If the Government determines that a particular exception requested in accordance with paragraph (c) of the clause at FAR 52.225-9 does not apply, the Government will evaluate only those offers based on use of the equivalent domestic construction material, and the offeror shall be required to furnish such domestic construction material. An offer based on use of the foreign construction material for which an exception was requested--

(i) Will be rejected as nonresponsive if this acquisition is conducted by sealed bidding; or

(ii) May be accepted if revised during negotiations.

52.228-1 BID GUARANTEE (SEP 1996)

(a) Failure to furnish a bid guarantee in the proper form and amount, by the time set for opening of bids, may be cause for rejection of the bid.

(b) The bidder shall furnish a bid guarantee in the form of a firm commitment, e.g., bid bond supported by good and sufficient surety or sureties acceptable to the Government, postal money order, certified check, cashier's check, irrevocable letter of credit, or, under Treasury Department regulations, certain bonds or notes of the United States.

The Contracting Officer will return bid guarantees, other than bid bonds, (1) to unsuccessful bidders as soon as practicable after the opening of bids, and (2) to the successful bidder upon execution of contractual documents and bonds (including any necessary coinsurance or reinsurance agreements), as required by the bid as accepted.-

(c) The amount of the bid guarantee shall be 20 percent of the bid price or $3,000,000, whichever is less.-

(d) If the successful bidder, upon acceptance of its bid by the Government within the period specified for acceptance, fails to execute all contractual documents or furnish executed bond(s) within 10 days after receipt of the forms by the bidder, the Contracting Officer may terminate the contract for default.-

(e) In the event the contract is terminated for default, the bidder is liable for any cost of acquiring the work that exceeds the amount of its bid, and the bid guarantee is available to offset the difference.

52.233-2 SERVICE OF PROTEST (SEP 2006)

(a) Protests, as defined in section 33.101 of the Federal Acquisition Regulation, that are filed directly with an agency, and copies of any protests that are filed with the Government Accountability Office (GAO), shall be served on the Contracting Officer (addressed as follows) by obtaining written and dated acknowledgment of receipt from

U.S. Army Corps of Engineers-Kansas City District CECT-NWK-C ATTN: David M Best 601 East 12th St. Room 647 Kansas City, MO. 64106-2896

(b) The copy of any protest shall be received in the office designated above within one day of filing a protest with the GAO.

52.236-27 SITE VISIT (CONSTRUCTION) (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) Organized site visit has been scheduled for:

Date: August 22, 2017 Time: 10:00 CST POC: Roger Weter Address: 15968 Truman Road, Warsaw, MO 65355 816‐389‐3280

52.252-1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE (FEB 1998)

This solicitation incorporates one or more solicitation provisions by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. The offeror is cautioned that the listed provisions may include blocks that must be completed by the offeror and submitted with its quotation or offer. In lieu of submitting the full text of those provisions, the offeror may identify the provision by paragraph identifier and provide the appropriate information with its quotation or offer. Also, the full text of a solicitation provision may be accessed electronically at this/these address(es):

https://farsite.hill.af.gov

SUBMISSION REQUIREMENTS

All bids are due according to the response date in Box 13 of the Solicitation.

The public bid opening will begin at 10:00AM, local time, on the same date, at the following address:

Bolling Federal Building US Army Corps of Engineers Civil Contracting Branch 601 E.

12th Street Kansas City, MO 64106 Room 501

Submit one (1) original and one (1) copy of the following:

1. Bid schedule - complete with your bid amount.

2. Ensure Bid is signed by a Principal of your company with authority to do so.

3. Ensure all Amendments are acknowledged.

4. Bid Bonds – (Original with raised seal) required with your submission. (See solicitation for details)

INQUIRIES/QUESTIONS

Question must be submitted in writing to joshua.m.higginbotham@usace.army.mil. The deadline to submit questions is close of business on August 28, 2017.

(End of Submission requirements)

Section 00 45 00 - Representations and…