W912DQ20B1036.pdf

Work requires removal of existing pump system and installation of new pumps (government furnished); pump rails; plumbing; electrical distribution service panel; w ire and conduit; control panel; trenching; bedding material; supports and all associated components necessary to provide a complete and operable system. All equipment, plant, labor and materials/supplies necessary to complete the w ork shall be included in the Contractor’s pricing.

Pump station/controls are located approximately 575 feet from pow er source. The pump station is used to protect a bat cave from flooding w hen the w ater elevation in the reservoir is above normal pool. There is an earthen levee built to dam or isolate the cave from flooding. A f lapper gate is used to allow gravity discharge of normal w ater f low s from enclosed area but w hen the reservoir f loods the f lapper gate closes and the pump station is utilized to remove the excess w ater.

X

RICHARD A MATHENA 816-389-2041

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

12-Feb-2020

(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 ________90 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.)

YES X NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________12 Mar 2020 (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

02:00 PM (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:

W912DQ20B1036 81

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

W912DQ20B1036

Section 00 01 10 - Table of Contents

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 1 appendix d Photos Attachment 2 appendix c Original drawings

Attachment 3 appendix b pump data Attachment 4 appendix a Maps

Section 00 10 00 - Solicitation

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Replace pumps

FFP

See Statement of Work for Beck Bat Cave dated November 2019 FOB: Destination

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Job OPTION Clean out of existing drainage structure

FFP

Contractor shall clean out the existing drainage structure that protrudes through the levee. The metal inlet flare needs cleaned out and inspected. The thirty inch (30”) diameter CMP will require cleaning by power jetting or by another acceptable method-its approximate length is one hundred and eighty feet (180’) of which the sluice gate separates in the middle at nighty feet (90’). Cleaning shall be adequate for a robotic camera to inspect. The concrete outlet flare shall be cleaned and material in front removed for drainage.

NET AMT

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 90 dys. ANP 1 USACE HARRY S TRUMAN DAM AND

RESERVOIR

ROGER WETER

TRUMAN MAINTENANCE BUILDING,

29960 WEST DAM A

WARSAW MO 65355

816-389-3280

0002 90 dys. ANP 1 TRUMAN MAINTENANCE BUILDING

ROGER WETER

29960 WEST DAM ACCESS RODAD

WARSAW MO 65355

(816)389-3280

966475

CLAUSES INCORPORATED BY FULL TEXT

52.214-26 AUDIT AND RECORDS--SEALED BIDDING (OCT 2010)

(a) As used in this clause, records includes books, documents, accounting procedures and practices, and other data, regardless of type and regardless of whether such items are in written form, in the form of computer data, or in any other form.

(b) Certified cost or pricing data. If the Contractor has been required to submit certified cost or pricing data in connection with the pricing of any modification to this contract, the Contracting Officer, or an authorized representative of the Contracting Officer, in order to evaluate the accuracy, completeness, and currency of the certified cost or pricing data, shall have the right to examine and audit all of the Contractor's records, including computations and projections, related to--

(1) The proposal for the modification;

(2) The discussions conducted on the proposal(s), including those related to negotiating;

(3) Pricing of the modification; or

(4) Performance of the modification.

(c) Comptroller General. In the case of pricing any modification, the Comptroller General of the United States, or an authorized representative, shall have the same rights as specified in paragraph (b) of this clause and also the right to interview any current employee regarding such transactions.

(d) Availability. The Contractor shall make available at its office at all reasonable times the materials described in reproduction, until 3 years after final payment under this contract, or for any other period specified in Subpart 4.7 of the Federal Acquisition Regulation (FAR). FAR Subpart 4.7, Contractor Records Retention, in effect on the data of this contract, is incorporated by reference in its entirety and made a part of this contract.

(1) If this contract is completely or partially terminated, the records relating to the work terminated shall be made available for 3 years after any resulting final termination settlement.

(2) Records pertaining to appeals under the Disputes clause or to litigation or the settlement of claims arising under or relating to the performance of this contract shall be made available until disposition of such appeals, litigation, or claims.

(e) The Contractor shall insert a clause containing all the provisions of this clause, including this paragraph (e), in all subcontracts expected to exceed the threshold in FAR 15.403-4(a)(1) for submission of certified cost or pricing data.

(End of clause)

52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS (MAY 2014)

(a) Payment of price. The Government shall pay the Contractor the contract price as provided in this contract.

(b) Progress payments. The Government shall make progress payments monthly as the work proceeds, or at more frequent intervals as determined by the Contracting Officer, on estimates of work accomplished which meets the standards of quality established under the contract, as approved by the Contracting Officer.

(1) The Contractor's request for progress payments shall include the following substantiation:

(i) An itemization of the amounts requested, related to the various elements of work required by the contract covered by the payment requested.

(ii) A listing of the amount included for work performed by each subcontractor under the contract.

(iii) A listing of the total amount of each subcontract under the contract.

(iv) A listing of the amounts previously paid to each such subcontractor under the contract.

(v) Additional supporting data in a form and detail required by the Contracting Officer.

(2) In the preparation of estimates, the Contracting Officer may authorize material delivered on the site and preparatory work done to be taken into consideration. Material delivered to the Contractor at locations other than the site also may be taken into consideration if--

(i) Consideration is specifically authorized by this contract; and

(ii) The Contractor furnishes satisfactory evidence that it has acquired title to such material and that the material will be used to perform this contract.

(c) Contractor certification. Along with each request for progress payments, the Contractor shall furnish the following certification, or payment shall not be made: (However, if the Contractor elects to delete paragraph (c)(4) from the certification, the certification is still acceptable.)

I hereby certify, to the best of my knowledge and belief, that--

(1) The amounts requested are only for performance in accordance with the specifications, terms, and conditions of the contract;

(2) All payments due to subcontractors and suppliers from previous payments received under the contract have been made, and timely payments will be made from the proceeds of the payment covered by this certification, in accordance with subcontract agreements and the requirements of chapter 39 of Title 31, United States Code;

(3) This request for progress payments does not include any amounts which the prime contractor intends to withhold or retain from a subcontractor or supplier in accordance with the terms and conditions of the subcontract; and

(4) This certification is not to be construed as final acceptance of a subcontractor's performance.

(Name)

(Title)

(Date)

(d) Refund of unearned amounts. If the Contractor, after making a certified request for progress payments, discovers that a portion or all of such request constitutes a payment for performance by the Contractor that fails to conform to the specifications, terms, and conditions of this contract (hereinafter referred to as the "unearned amount"), the Contractor shall--

(1) Notify the Contracting Officer of such performance deficiency; and

(2) Be obligated to pay the Government an amount (computed by the Contracting Officer in the manner provided in paragraph (j) of this clause) equal to interest on the unearned amount from the 8th day after the date of receipt of the unearned amount until--

(i) The date the Contractor notifies the Contracting Officer that the performance deficiency has been corrected; or

(ii) The date the Contractor reduces the amount of any subsequent certified request for progress payments by an amount equal to the unearned amount.

(e) Retainage. If the Contracting Officer finds that satisfactory progress was achieved during any period for which a progress payment is to be made, the Contracting Officer shall authorize payment to be made in full. However, if satisfactory progress has not been made, the Contracting Officer may retain a maximum of 10 percent of the amount of the payment until satisfactory progress is achieved. When the work is substantially complete, the Contracting Officer may retain from previously withheld funds and future progress payments that amount the Contracting Officer considers adequate for protection of the Government and shall release to the Contractor all the remaining withheld funds. Also, on completion and acceptance of each separate building, public work, or other division of the contract, for which the price is stated separately in the contract, payment shall be made for the completed work without retention of a percentage.

(f) Title, liability, and reservation of rights. All material and work covered by progress payments made shall, at the time of payment, become the sole property of the Government, but this shall not be construed as--

(1) Relieving the Contractor from the sole responsibility for all material and work upon which payments have been made or the restoration of any damaged work; or

(2) Waiving the right of the Government to require the fulfillment of all of the terms of the contract.

(g) Reimbursement for bond premiums. In making these progress payments, the Government shall, upon request, reimburse the Contractor for the amount of premiums paid for performance and payment bonds (including coinsurance and reinsurance agreements, when applicable) after the Contractor has furnished evidence of full payment to the surety. The retainage provisions in paragraph (e) of this clause shall not apply to that portion of progress payments attributable to bond premiums.

(h) Final payment. The Government shall pay the amount due the Contractor under this contract after--

(1) Completion and acceptance of all work;

(2) Presentation of a properly executed voucher; and

(3) Presentation of release of all claims against the Government arising by virtue of this contract, other than claims, in stated amounts, that the Contractor has specifically excepted from the operation of the release. A release may also be required of the assignee if the Contractor's claim to amounts payable under this contract has been assigned under the Assignment of Claims Act of 1940 (31 U.S.C. 3727 and 41 U.S.C. 6305).

(i) Limitation because of undefinitized work. Notwithstanding any provision of this contract, progress payments shall not exceed 80 percent on work accomplished on undefinitized contract actions. A "contract action" is any action resulting in a contract, as defined in FAR Subpart 2.1, including contract modifications for additional supplies or services, but not including contract modifications that are within the scope and under the terms of the contract, such as contract modifications issued pursuant to the Changes clause, or funding and other administrative changes.

(j) Interest computation on unearned amounts. In accordance with 31 U.S.C. 3903(c)(1), the amount payable under subparagraph (d)(2) of this clause shall be--

(1) Computed at the rate of average bond equivalent rates of 91-day Treasury bills auctioned at the most recent auction of such bills prior to the date the Contractor receives the unearned amount; and

(2) Deducted from the next available payment to the Contractor.

52.233-1 DISPUTES. (MAY 2014)

(a) This contract is subject to 41 U.S.C. chapter 71, Contract Disputes.

(b) Except as provided in 41 U.S.C. chapter 71, all disputes arising under or relating to this contract shall be resolved under this clause.

(c) “Claim,” as used in this clause, means a written demand or written assertion by one of the contracting parties seeking, as a matter of right, the payment of money in a sum certain, the adjustment or interpretation of contract terms, or other relief arising under or relating to this contract. However, a written demand or written assertion by the Contractor seeking the payment of money exceeding $100,000 is not a claim under the Act until certified. A voucher, invoice, or other routine request for payment that is not in dispute when submitted is not a claim under 41 U.S.C. chapter 71. The submission may be converted to a claim under the Act, by complying with the submission and certification requirements of this clause, if it is disputed either as to liability or amount or is not acted upon in a reasonable time.

(d)(1) A claim by the Contractor shall be made in writing and, unless otherwise stated in this contract, submitted within 6 years after accrual of the claim to the Contracting Officer for a written decision. A claim by the Government against the Contractor shall be subject to a written decision by the Contracting Officer.

(2)(i) The Contractor shall provide the certification specified in paragraph (d)(2)(iii) of this clause when submitting any claim exceeding $100,000.

(ii) The certification requirement does not apply to issues in controversy that have not been submitted as all or part of a claim.

(iii) The certification shall state as follows: “I certify that the claim is made in good faith; that the supporting data are accurate and complete to the best of my knowledge and belief; that the amount requested accurately reflects the contract adjustment for which the Contractor believes the Government is liable; and that I am authorized to certify the claim on behalf of the Contractor.”

(3) The certification may be executed by any person authorized to bind the Contractor with respect to the claim.

(e) For Contractor claims of $100,000 or less, the Contracting Officer must, if requested in writing by the Contractor, render a decision within 60 days of the request. For Contractor-certified claims over $100,000, the Contracting Officer must, within 60 days, decide the claim or notify the Contractor of the date by which the decision will be made.

(f) The Contracting Officer’s decision shall be final unless the Contractor appeals or files a suit as provided in 41 U.S.C. chapter 71.

(g) If the claim by the Contractor is submitted to the Contracting Officer or a claim by the Government is presented to the Contractor, the parties, by mutual consent, may agree to use alternative dispute resolution (ADR). If the Contractor refuses an offer for ADR, the Contractor shall inform the Contracting Officer, in writing, of the Contractor’s specific reasons for rejecting the offer.

(h) The Government shall pay interest on the amount found due and unpaid from (1) the date that the Contracting Officer receives the claim (certified, if required); or (2) the date that payment otherwise would be due, if that date is later, until the date of payment. With regard to claims having defective certifications, as defined in FAR 33.201, interest shall be paid from the date that the Contracting Officer initially receives the claim. Simple interest on claims shall be paid at the rate, fixed by the Secretary of the Treasury as provided in the Act, which is applicable to the period during which the Contracting Officer receives the claim and then at the rate applicable for each 6-month period as fixed by the Treasury Secretary during the pendency of the claim.

(i) The Contractor shall proceed diligently with performance of this contract, pending final resolution of any request for relief, claim, appeal, or action arising under the contract, and comply with any decision of the Contracting Officer.

52.249-10 DEFAULT (FIXED-PRICE CONSTRUCTION) (APR 1984)

(a) If the Contractor refuses or fails to prosecute the work or any separable part, with the diligence that will insure its completion within the time specified in this contract including any extension, or fails to complete the work within this time, the Government may, by written notice to the Contractor, terminate the right to proceed with the work (or the separable part of the work) that has been delayed. In this event, the Government may take over the work and complete it by contract or otherwise, and may take possession of and use any materials, appliances, and plant on the work site necessary for completing the work. The Contractor and its sureties shall be liable for any damage to the Government resulting from the Contractor’s refusal or failure to complete the work within the specified time, whether or not the Contractor’s right to proceed with the work is terminated. This liability includes any increased costs incurred by the Government in completing the work.

(b) The Contractor’s right to proceed shall not be terminated nor the Contractor charged with damages under this clause, if—

(1) The delay in completing the work arises from unforeseeable causes beyond the control and without the fault or negligence of the Contractor. Examples of such causes include— https://www.acquisition.gov/far/current/html/Subpart%2033_2.html#wp1079863

(i) Acts of God or of the public enemy,

(ii) Acts of the Government in either its sovereign or contractual capacity,

(iii) Acts of another Contractor in the performance of a contract with the Government,

(iv) Fires,

(v) Floods,

(vi) Epidemics,

(vii) Quarantine restrictions,

(viii) Strikes,

(ix) Freight embargoes,

(x) Unusually severe weather, or

(xi) Delays of subcontractors or suppliers at any tier arising from unforeseeable causes beyond the control and without the fault or negligence of both the Contractor and the subcontractors or suppliers; and

(2) The Contractor, within 10 days from the beginning of any delay (unless extended by the Contracting Officer), notifies the Contracting Officer in writing of the causes of delay. The Contracting Officer shall ascertain the facts and the extent of delay. If, in the judgment of the Contracting Officer, the findings of fact warrant such action, the time for completing the work shall be extended. The findings of the Contracting Officer shall be final and conclusive on the parties, but subject to appeal under the Disputes clause.

(c) If, after termination of the Contractor’s right to proceed, it is determined that the Contractor was not in default, or that the delay was excusable, the rights and obligations of the parties will be the same as if the termination had been issued for the convenience of the Government.

(d) The rights and remedies of the Government in this clause are in addition to any other rights and remedies provided by law or under this contract.

252.204-7008 COMPLIANCE WITH SAFEGUARDING COVERED DEFENSE INFORMATION CONTROLS

(OCT 2016)

(a) Definitions. As used in this provision--

Controlled technical information, covered contractor information system, covered defense information, cyber incident, information system, and technical information are defined in clause 252.204-7012, Safeguarding Covered Defense Information and Cyber Incident Reporting.

(b) The security requirements required by contract clause 252.204-7012 shall be implemented for all covered defense information on all covered contractor information systems that support the performance of this contract.

(c) For covered contractor information systems that are not part of an information technology service or system operated on behalf of the Government (see 252.204-7012(b)(2))--

(1) By submission of this offer, the Offeror represents that it will implement the security requirements specified by National Institute of Standards and Technology (NIST) Special Publication (SP) 800-171, ``Protecting Controlled Unclassified Information in Nonfederal Information Systems and Organizations'' (see http://dx.doi.org/10.6028/NIST.SP.800-171) that are in effect at the time the solicitation is issued or as authorized by the contracting officer not later than December 31, 2017.

(2)(i) If the Offeror proposes to vary from any of the security requirements specified by NIST SP 800-171 that are in effect at the time the solicitation is issued or as authorized by the Contracting Officer, the Offeror shall submit to the Contracting Officer, for consideration by the DoD Chief Information Officer (CIO), a written explanation of—

(A) Why a particular security requirement is not applicable; or

(B) How an alternative but equally effective, security measure is used to compensate for the inability to satisfy a particular requirement and achieve equivalent protection.

(ii) An authorized representative of the DoD CIO will adjudicate offeror requests to vary from NIST SP 800-171 requirements in writing prior to contract award. Any accepted variance from NIST SP 800-171 shall be incorporated into the resulting contract.

(End of provision)

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.

http://dx.doi.org/10.6028/NIST.SP.800-171

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):

_____Less than $25,000

XX Between $25,000 and $100,000

_____Between $100,000 and $250,000

_____Between $250,000 and $500,000

_____Between $500,000 and $1,000,000

_____Between $1,000,000 and $5,000,000

_____Between $5,000,000 and $10,000,000

_____Between $10,000,000 and $25,000,000

_____Between $25,000,000 and $100,000,000

_____Between $100,000,000 and $250,000,000

_____Between $250,000,000 and $500,000,000

_____Over $500,000,000

(End)

TPL_NWK_001 Points of Contact

CONTRACT

SPECIALIST:

Rick Mathena PHONE: 816-389-2041 E-MAIL: Richard.a.mathena@usace.arm y.mil

PROJECT

MANAGER:

PHONE: E-MAIL:

Section 00 20 00 - Instructions for Procurement

INSTRUCTIONS TO BIDDERS

INSTRUCTION TO BIDDERS

CAUTION PAGE

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 bidders's name and address, the solicitation number, amendments received, and the date and time bids are due (NO Electronic Bids will be accepted).

3. AMENDED BID PAGES: If any of the Amendments furnished amended bid pages, the amended bid pages 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 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 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 any enhanced security requirements in effect in the Federal Building and allow for extra time to clear security. You must have a valid picture ID acceptable to the Federal Government in order to enter the building. No additional time will be allowed due to security requirements. Security Personnel may require

Bidder Inquires instructions

All questions shall be submitted to Richard Mathena in writing at richard.a.mathena@usace.army.mil.

Bidders are requested to review the specification in its entirety, and review FBO site for answers to questions prior to submission of a new inquiry. Bidder inquiries will not be accepted after 1 March 2020.

Section 00 21 00 - Instructions

SCOPE OF WORK

Statement of Work (SOW) For

Electrical Service Installation at Beck Bat Cave January 31, 2019 (Final)

1. General-

1.1. The U.S. Army Corps of Engineers, Harry S Truman Dam & Reservoir has a need for replacing/upgrading the pump station, electrical service distribution/control panels for the dewatering pumps at Beck Bat Cave.

Work requires removal of existing pump system and installation of new pumps (government furnished);

pump rails; plumbing; electrical distribution service panel; wire and conduit; control panel; trenching;

bedding material; supports and all associated components necessary to provide a complete and operable system. All equipment, plant, labor and materials/supplies necessary to complete the work shall be included in the Contractor’s pricing.

1.2. Pump station/controls are located approximately 575 feet from power source. The pump station is used to protect a bat cave from flooding when the water elevation in the reservoir is above normal pool. There is an earthen levee built to dam or isolate the cave from flooding. A flapper gate is used to allow gravity discharge of normal water flows from enclosed area but when the reservoir floods the flapper gate closes and the pump station is utilized to remove the excess water.

2. Period of Performance-

2.1. Work shall be performed during the hours of 7:00 AM to 5:00 PM, Monday – Friday except for Federal Holidays (no work performed). Any request for variation from these hours shall be coordinated with the Government Representative 48 hours in advance.

2.2. Refer to Environmental Section 6.2 Timing for allowed work details.

3. Location-

3.1. Beck Bat Cave

3.1.1. Closest known address is: 23917 Curnett Ln, Cross Timbers, MO 65634

3.1.2. Road dead ends at lake.

3.1.3. See Appendix A –Maps

4. Point of Contact-

Roger Weter- Civil Engineer Technician Phone: 816-389-3280 Cell: 816-812-9532 E-mail: roger.j.weter@usace.army.mil

5. Description of Work-

5.1. Contractor shall provide all labor, materials and supplies and equipment to remove the existing pumping system and associated components and reinstall new pumping system to an operable condition. Installation includes installing three (3) new pumps (only pumps are government furnished); pump rails; plumbing and plumbing connections; electrical distribution service panel; transfer switch, wire and conduit; control panel;

floats; trenching; bedding material; supports and all associated components necessary to provide a complete and operable system.

5.2. The Contractor shall provide a set of drawings for the complete installation of the pumps and electrical system. Electronic copy shall be submitted in AutoCAD format along with two hard copies that are to be mailto:roger.j.weter@usace.army.mil approved prior to the start of work. Final As-Built drawings shall be provided within 30 days after final acceptance of the work included in this solicitation.

5.3. Contractor to verify that all ratings of supplied equipment and materials are compatibility with the three (3) pump/motors (government provided) and verify their compliance with the current version of the National Electric Code (NEC).

5.3.1. Pump motors (government provided): Grundfos; Model PIP2022L; HP 2; Volt 240; Single Phase;

RPM 3450; Nema Start Code C.

5.3.2. Refer to Appendix B-Pump Data for pump/motor details. Note pump/motor is government provided.

5.4. Pump installation- Contractor to install government provided pumps in existing pump station. Contractor shall provide a new complete non-corrosive rail system to include all guides, brackets, chains, disconnects and other apparatuses for a system that can be easily removed from the wet well without disconnection of electrical wiring or disassembling the motor, impeller or seal, and discharge piping. Contractor to provide new galvanized steel pipe, pump disconnect, check valves to connect to existing outgoing discharge pipe.

5.5. Fused Disconnect 125 amp, 2 Pole; 240 volt; Rating 600VAC/DC; Time Delay Fuses; Enclosure NEMA 3 R; lugs are to accommodate 250 MCM CU conductors and 4/0 neutral with #6 ground conductor-contractor to install and supply a fused disconnect that will be located on cooperative electrical service pole just below their service meter. Contractor is to coordinate installation with cooperative electric service.

5.6. Power Transfer Switch- Contractor is to provide a nonautomatic (manual) transfer switch that will disconnect power source from electric cooperative to a mobile generator. Contractor to supply a plug receptacle combo with a 250A rated that is weather proof, the female end shall be mounted and male end provide to government. Power transfer switch shall meet the following: 125 amp; 240 volt; Rating 600VAC/DC; 125 amp breaker; Enclosure NEMA 3R; lugs are to accommodate 250 MCM CU conductors and 4/0 neutral with #4 ground conductor. Transfer Switch will be located adjacent too or near vicinity of cooperative electrical service pole-field adjustments will be acceptable and agreed upon by contractor and government. Mounting of Power Transfer Switch enclosure shall require a minimum of three (3”) inch galvanized ridge pipe post with galvanized strut material for support. Post shall be buried a minimum of three (3’) feet in the ground in a twelve inch (12”) diameter hole with concrete placed around them; a concrete pad four foot (4’) wide by six foot (6’) length by six inches (6”) thick place around post and enclosure; bottom of enclosure placed a minimum of eighteen inches (18”) above final ground level. A female connection outlet for portable generator shall be firmly mounted near enclosure. The area around transfer switch shall be graded level and eight (8”) inches of compacted base rock placed to provide a fifteen foot (15’) by fifteen foot (15’) area to place portable generator for operation-this will be field adjusted to area. This work may require tree removal and earth grading to create pad area.

5.7. Conduit-minimum size shall be 2.5 inch diameter. All conduit exposed above ground shall be galvanized rigid conduit (GRC) with GRC sweeps below ground. Schedule 40 PVC conduit may be used below ground (except at creek crossing which requires GRC) with expansion joints placed horizontal at each riser. All hub connections shall be raintight. Conduit placed on structure of pump station shall be GRC and securely mounted with galvanized strut material. Conduit shall be buried a minimum of three feet (3’) below grade with a 3/8” (or less) gravel bedding material. Bedding material shall be a minimum of 4” below and 4” above conduit. Marking tape shall be placed in ditch according to NEC Code.

5.8. Conductors (4 wires) shall be placed in conduit and be of a continuous length and meet the following minimum requirements:

5.8.1. Service Conductors 250 kmil, cu-stranded, 90 0 C, Wet location USE-2, red and black striped

5.8.2. Neutral Conductor 4/0 cu-stranded, 90 0 C, Wet location USE-2, with white strip

5.8.3. Ground Conductor 6 AWG, 90 0 C, Wet location USE-2, Green

5.9. Excavation/Backfill-Approximately 575 feet of ditch shall be excavated a minimum depth of three feet (3’) by the contractor and compacted in lifts no more than one (1’) foot. The Contractor shall ensure final grade allows for proper drainage. A minimum of two inches (2”) of top soil 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, planting shall occur within these periods to ensure establishment of grass. Do not seed when ground is muddy, frozen, snow covered or in unsatisfactory condition for seeding. If special conditions exist that may warrant a variance in the above seeding dates or conditions a written request to the Contracting Officer stating the special conditions and proposed variance may be submitted. Erosion control on slope of levee shall be used until grass is established i.e. erosion control blanket placed on slope that is biodegradable after grass is established. Topsoil backfill shall be free of sticks, stones, roots, and other debris and objectionable materials over 1” in size. Note: there is a creek crossing and will require GRC conduit encased in concrete the full width of trench and a minimum depth of one foot (1’) across the creek crossing. Creek crossing is approximately forty five (45’) feet in length. Creek crossing shall use best practice methods in constructing. It is to be constructed in a manner as not to wash out during high flows that could expose electrical system. If rock is encountered during excavation for the new electrical line, the Contractor shall notify the government for approval of 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.

5.10. Pump controls- contractor shall supply and install a complete pump control panel that will operate three motor/pumps. Refer to Section 5.3 for motor details for compatibility. The pump control panel shall be mounted at current location on pump station and be the correct model to operate the triplex pumps. The enclosure shall be NEMA 4 X rated. Terminal connections shall accommodate line service conductors. Each pump/motor shall have its own 30 Amp circuit interrupter, motor starters to include thermal overload protection, and a circuit interrupter for the controls. The circuit breakers, starter-reset buttons, time meters and control switches shall be operable without removing the access cover. The pumps shall have an elapsed time meter for each pump. The pumps are to operate in an alternating manner. Each pump shall have a hand-off-auto switch with indicator lights and when one pump is in the off position the other two will operate automatically. To control the operation of the pumps and alarm system with variations of water level a minimum of five (5) weighted floats shall be installed and field adjustments for operation levels will be determined at time of installation. Pump operation shall be lead, lag, lag (2) and alternate between cycles.

Mounted on top of control panel an external signal shall be provided to indicate the pump(s) are not working.

The signal shall be a flashing or a series of flashing lights. Control panel shall be lockable.

5.11. Pump floats are to be weighted floats and will require new mounting hardware. Elevation of floats will be field adjusted with current float system.

5.12. Measurements are estimates and contractor is responsible for any overages at no cost to the government.

Wire measurements are in conjunction with the conduit.

5.13. All installation of materials shall be done in a manner to conserve materials such as routing of conduit and wire in the shortest route possible.

5.14. All electric equipment will be installed according to manufacturer’s recommendations, Corps Specifications, and the current edition of the NEC.

5.15. All electric circuits shall be tested and verified for correct voltage, load test performed and test results provided.

5.16. Pumps will be tested for operation. The sluice gate can be closed and water storage basin can be filled naturally by rainfall events this will ensure pumps will operate for future flooding events. Coordination with COR will be required.

5.17. All discontinued equipment and accessories will be unhooked from existing panels; wire and panels will be removed as necessary.

5.18. The Contractor shall disconnect and remove the existing pumps, pipe, rails, electrical panels and control boxes, and all associated discontinued equipment. The Contractor is responsible for diverting all removed parts and materials in accordance with Federal and State Regulations.

5.19. Contractor responsible to coordinate with Southwest Electric Cooperative on energizing system and verifying system is fully operable. Final testing of the system shall be scheduled with the Government 48 hours in advance.

5.20. All electric work shall follow NEC and NESC Codes. The contractor will be responsible for making sure all electrical components meet the current edition of the NEC. All work will be performed with great attention to detail to current National Electrical Code regulations along with other local, state or federal regulations as they apply.

5.21. Qualified electricians shall be on site at all times during installation of electrical equipment.

5.22. The supplier shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials and miscellaneous materials (not mentioned in schedule), supervision, and other items and non-personnel services necessary to perform work as defined in this Statement of Work.

5.23. All work shall be coordinated with designated COR.

5.24. Contractor shall be aware that close monitoring of the lake elevation during the period of performance of this contract is critical to ensure that the cave is protected from flooding. Scheduling work shall take into consideration rain events in the Harry S. Truman water shed basin. A temporary pump system may be necessary in the event that there is a flood at elevation 714 or above. Contractor is responsible for temporary pump system at no additional cost to government.

5.25. OPTIONAL (if exercised)-Contractor shall clean out the existing drainage structure that protrudes through the levee. The metal inlet flare needs cleaned out and inspected. The thirty inch (30”) diameter CMP will require cleaning by power jetting or by another acceptable method-its approximate length is one hundred and eighty feet (180’) of which the sluice gate separates in the middle at nighty feet (90’). Cleaning shall be adequate for a robotic camera to inspect. The concrete outlet flare shall be cleaned and material in front removed for drainage. Refer to Appendix C-Cross Section of Levee & Drainage Structure for details.

6. Environmental-

6.1. General

6.1.1. The work site is designated as Critical Habitat for the federally listed endangered Gray Bat (Myotis grisescens) under the Endangered Species Act of 1972. Every practicable effort must be made to avoid/minimize the disturbance of bats using areas just outside the entrance, within, entering or exiting the adjacent Beck Cave. Full compliance with the requirements described in this section are essential to compliance with the USACE informal consultation with U.S. Fish and Wildlife Service under Section 7(a)(2) of the Endangered Species Act.

6.1.2. The Contractor shall minimize environmental pollution and damage that may occur as the result of construction operations. The environmental resources within the project boundaries and those affected outside the limits of permanent work shall be protected during the entire duration of this contract. The Contractor shall comply with all applicable environmental Federal, State, and local laws and regulations. The Contractor shall be responsible for any delays resulting from failure to comply with environmental laws and regulations. During Construction, the Contractor shall be responsible for identifying, implementing, and submitting for approval any additional requirements for environmental compliance.

6.1.3. If at any time the contractor observes an injured or dead bat on the work site all construction work will halt and the COR will be contacted immediately and once notified, the COR will contact USFWS concerning any injured or dead bat that is observed on the work site. Should a dead or injured bat be discovered on the worksite, the contractor shall expect delays at no fault to contractor and no additional cost to the government.

6.1.4. If any cultural and/or human remains are inadvertently uncovered during construction, the work is to be halted until appropriate project and district personnel are notified and the remains are evaluated for NRHP significance.

6.2. Timing

6.2.1. No equipment operation will occur inside the leveed area between 1 May and 31 July (bat pup season) only hand tools or battery operated power tools will be allowed.

6.2.2. No clearing of trees will occur between 1 April and 31 October (bats present entering & exiting cave).

Note: trees has been cleared by government and may only require small brush removal.

6.2.3. Between 1 April to 31 October (bats present entering & exiting the cave) all work must be accomplished between 1 hour after sunrise and 1 hour before sunset and outside that time period the work site must be completely vacated by workers.

6.2.4. Between 1 November and March 31 work may occur during daylight hours (bats in cave/hibernacula).

6.3. Environmental Protection- Prior to the delivery of any material to the site and before the start of any onsite construction activities, the Contractor and the Government Representative shall make a joint site survey.

This survey will include a review of work constraints and resources specifically identified as environmental features requiring protection along with the condition of trees, shrubs and grassed areas immediately adjacent to the site of work and access route(s), as applicable. The Contractor shall protect those environmental features included in this survey and any indicated on the drawings, regardless of interference which their preservation may cause to the Contractor's work under the contract. The Contractor will review the requirements in this Section (Section 6.) and any notes from the joint site survey with each worker prior to them beginning work at the site.

6.3 ENVIRONMENTAL ASSESSMENT OF STATEMENT OF WORK DEVIATIONS

Any deviations, requested by the Contractor, from the drawings, plans and specifications which may have an environmental impact will be subject to approval by the Government Representative and may require an extended review, processing, and approval time. The Government Representative reserves the right to disapprove alternate methods, even if they are more cost effective, if the Government Representative determines that the proposed alternate method will have an adverse environmental impact.

6.4 Notification

The Government Representative will notify the Contractor in writing of any observed noncompliance with Federal, State or local environmental laws or regulations, permits, and other elements of the Contractor's Environmental Protection plan.