A21 Amendment 0001_W912P922B0031.pdf

W912P922B0031

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

The purpose of this amendment is to add additional information to “Instructions to Bidders”, change FAR Clause 52.216-19 and add FAR Clause 52.217-4. There are no other changes.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 14

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

16C. DATE SIGNED

BY 30-Aug-2022

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912P922B0031

X 9B. DATED (SEE ITEM 11)

21-Aug-2022

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

30-Aug-2022

CODE

CONTRACTING DIVISION

US ARMY ENGR DIST ST LOUIS

1222 SPRUCE STREET, RM 4.207

ST LOUIS MO 63103-2833

W912P9 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

TASK ORDER BID SCHEDULE & SOW

TASK ORDER BID SCHEDULE

Lake Shelbyville Shoreline Protection Contract Task Order No.: TBD

Item Unit No. Description Quantity Unit Price Amount

ORDERING PERIOD 1

0001. Mobilization and Demobilization 1 EA _ _____

0002. Breakwater Structures Job 1 TN _ ____ 0002. Breakwater Structures Jobs 2-4(Optional) TN _

0003. Alt. Stone Structure Job 5 TBD Job TBD TBD 0003. Alt. Stone Structure Job 5-9(Optional)TBD Job TBD TBD

Job 1 Shoreline protection work shall be completed at multiple location identified in the “Job 1 Location and Detail Table” and as shown in the drawings. Items 2-17 will be installed in accordance with the drawings and specifications.

Mobilization and Demobilization will be issued once for this Order to mobilize and demobilize the contractor to the Lake Shelbyville Project Office to complete all awarded work. No additional mobilization and demobilization will be used to move the contractor to additional sites within the lake project property boundaries.

Job 1 Location and Detail Table

Item Line Item Type Location UOM

Quantity

Item Cost

1 Mob and Demob See Specification for

Sites

EA

Item Line Item Type Location Linear Feet Tons Item Cost 2 Breakwater Structure Dam East A 1000 3 Breakwater Structure Dam East B 200 4 Breakwater Structure Dam West High Water 700 5 Breakwater Structure Lithia A-Leg 1000 6 Breakwater Structure Lithia D-Leg 1000 7 Breakwater Structure Country Club Cove 200

Job 1 Cost:________

Job 2 (Optional) Shoreline protection work shall be completed at multiple location identified in the “Job 2 Location and Detail Table” and as shown in the drawings. Items 18-33 will be installed in accordance with the drawings and specifications.

Job 2 Location and Detail Table

Job 2 Cost:________

Job 3 (Optional) Shoreline protection work shall be completed at multiple location identified in the “Job 3 Location and Detail Table” and as shown in the drawings. Items 34-46 will be installed in accordance with the drawings and specifications.

Job 3 Location and Detail Table

8 Breakwater Structure Opossum Creek South 1A 1000 9 Breakwater Structure Opossum Creek South 1B 200 10 Breakwater Structure Coon Creek A-Leg 1 600 11 Breakwater Structure Coon Creek A-Leg 2 1000 12 Breakwater Structure Coon Creek D-Leg 500 13 Breakwater Structure Coon Creek E-Leg 350 14 Breakwater Structure Lone Point 1 600 15 Breakwater Structure Lone Point 2 500

16 Breakwater Structure Wolf Creek Cemetery

North 400

17 Breakwater Structure Wolf Creek Cemetery

South 150

Item Line Item Type Location Linear Feet

Tons

Item Cost 18 Breakwater Structure Coalshaft North 1 1000 19 Breakwater Structure Coalshaft North 2 1000 20 Breakwater Structure Coalshaft North 3 200 21 Breakwater Structure Liberty Point Prairie 1A 1000 21 Breakwater Structure Liberty Point Prairie 1B 400 23 Breakwater Structure Area F 1A 1000 24 Breakwater Structure Area F 1A 200 25 Breakwater Structure Camp Camfield 1 600 26 Breakwater Structure Camp Camfield 1B 1000 27 Breakwater Structure Camp Camfield 2A 1000 28 Breakwater Structure Camp Camfield 2B 1000 29 Breakwater Structure Camp Camfield 2C 700 30 Breakwater Structure Bo Wood 1A 1000 31 Breakwater Structure Bo Wood 1B 500 32 Breakwater Structure Bo Wood Area 5A 1000 33 Breakwater Structure Bo Wood Area 5B 300

Item

Line Item Type

Location

Linear Feet

Cost

34 Breakwater Structure West Slaughter House A 1000 35 Breakwater Structure West Slaughter House B 1000 36 Breakwater Structure West Slaughter House C 400 37 Breakwater Structure Fin and Feather 1A 1000 38 Breakwater Structure Fin and Feather 1B 200

Job 3 Cost:________ Job 4 (Optional) Shoreline protection work shall be completed at multiple location identified in the “Job 4 Location and Detail Table” and as shown in the drawings. Items 47-57 will be installed in accordance with the drawings and specifications.

Job 4 Location and Detail Table

Job 4 Cost:________

Jobs 5-9 Shoreline protection using the “Alternate Stone Structure” Line Item shall be completed at multiple locations. Locations are found in the contract drawings. Jobs 5-9 will be installed in accordance with the drawings and specifications and will be bid as “Job”

Additional Details for Alternate Stone Structures

Job 5 Dam West Boat Ramp 1. The breakwater structure rock profile for this segment will be placed in a manor to allow for both shoreline protection and foot traffic along approximately 325 linear feet of shoreline. RR4 stone shall be placed on top of any existing stone at this location and match the contour of the existing shoreline. The elevation of protection shall start at a bottom elevation of 596 to a top elevation of 601.5. The top of this structure will be a level 5’ wide path. All stone used for this structure will be RR4. Geotextile shall be placed on the lower 15’and under the 5’ wide walkway path and tapered under to lake side slope. See drawings and map for additional information. Job 5 will be bid as a “Job”.

Job 5 Cost:________

Job 6 (Optional) Lithia Springs Beach Breakwater. There is currently a

300’ long curved breakwater structure located on the North side of the Lithia Springs Beach. The current breakwater structure is composed of RR4 and RR5

39 Breakwater Structure Fin and Feather 2 640 40 Breakwater Structure Sullivan Marina 1 750 41 Breakwater Structure Sullivan Marina 2A 1000 42 Breakwater Structure Sullivan Marina 2B 200 43 Breakwater Structure Okaw Bluff 1A 1000 44 Breakwater Structure Okaw Bluff 1B 1000 45 Breakwater Structure Okaw Bluff 1C 1000 46 Breakwater Structure Okaw Bluff 1D 500

Item Line Item Type Location Linear Feet

Cost 47 Breakwater Structure Refuge Point 1800 48 Breakwater Structure Bruce Findlay Bridge East 700 49 Breakwater Structure Wilborn Creek South 3500 50 Breakwater Structure Wilborn Creek 1 450 51 Breakwater Structure Wilborn Creek Shelf 2 1000 52 Breakwater Structure Wilborn Creek Shelf 3 1000 53 Breakwater Structure Wilborn Creek Shelf 4 100 54 Breakwater Structure Wilborn Creek South 1 1000 55 Breakwater Structure Wilborn Creek South 2 1000 56 Breakwater Structure Wilborn Creek South 3 1000 57 Breakwater Structure Wilborn Creek South 4 500 stone. This work will involve raising the height of the existing breakwater structure to a top elevation of 605 and will utilize RR5 stone. It is estimated that the current height of the breakwater is 601. The final profile of the structure shall be the “standard offshore breakwater profile”. No geotextile will be applied to this structure. Job 6 will be bid as a “Job”.

Job 6 Cost:________

Job 7 (Optional) Lone Point Hill Prairie. There is currently 325 linear feet of RR4 stone placed at this location. Work at this location will include raising the top of the existing breakwater structure from 601.5 to an elevation of 603. RR4 stone will be used for this work. All stone will be placed on the inside or land side, and be at least 4 feet in width, matching the profile of the current breakwater structure until the new elevation is met. No geotextile will be applied to this structure. Job 7 will be bid as a “Job”.

Job 7 Cost:________

Job 8 (Optional) Coalshaft South. The breakwater structure rock profile for this segment will be placed in a manor to allow for both shoreline protection and foot traffic along approximately 1000 linear feet of shoreline. RR4 stone shall be placed on top of any existing stone at this location and match the contour of the existing shoreline. The elevation of protection shall start at a bottom elevation of 596 to a top elevation of

601.5. The top of this structure will be a level 5’ wide path. All stone used for this structure will be RR4. Geotextile shall be placed on the lower 15’and under the 5’ wide walkway path and tapered under to lake side slope.

See drawings and map for additional information. Job 8 will be bid as a “Job”.

Job 8 Cost:________

Job 9 (Optional) Sullivan Beach Breakwater. There is currently a 400’ long breakwater structure located on the North side of the Sullivan Beach that extends from the shoreline into the water. The current breakwater structure is composed of RR4 and RR5 stone. This work will involve raising the height of the existing breakwater structure to a top elevation of 605 and will utilize RR5 stone. It is estimated that the current elevation of the breakwater is 601. The final profile of the structure shall match the existing breakwater profile. Stone will be placed on the West side of the existing structure to support the new elevation. No geotextile will be applied to this structure. Access by land to this site is available at the Sullivan Beach Recreation Area by means of a utility road on the West end of the South parking lot. Job 9 will be bid as a “Job”.

Job 9 Cost:________

Notes:

All Lake Pool Elevations listed are in National Geodetic Vertical Datum 29

(NGVA29)

SECTION 00 10 00 - SOLICITATION

The following have been modified:

BID SCHEDULE AND NOTES

00 00 10 CONTRACT BIDDING SCHEDULE

Item Estimated Unit Estimated No. Description Quantity Unit Price Amount _

ORDERING PERIOD 1

0001. Mobilization and Demobilization 2 EA _

0002. Breakwater Structures 30,000 TN _

0003. Alt. Stone Structure TBD TBD TBD TBD

ORDERING PERIOD 2

1001. Mobilization and Demobilization 2 EA _

1002. Breakwater Structures 20,000 TN _

1003. Alt. Stone Structure TBD TBD TBD TBD

ORDERING PERIOD 3

2001. Mobilization and Demobilization 2 EA _

2002. Breakwater Structures 20,000 TN _

2003. Alt. Stone Structure TBD TBD TBD TBD

ORDERING PERIOD 4

3001. Mobilization and Demobilization 2 EA _

3002. Breakwater Structures 20,000 TN _

3003. Alt. Stone Structure TBD TBD TBD TBD

* ORDERING PERIOD 5

4001. Mobilization and Demobilization 2 EA _

4002. Breakwater Structures 20,000 TN _

4003. Alt. Stone Structure TBD TBD TBD TBD

*Bid Sheet prices for option period five (5) will be used for the 52.217-8 clause.

ORDER PERIOD 1 TOTAL _____

ORDER PERIOD 2 TOTAL _____

ORDER PERIOD 3 TOTAL _____

ORDER PERIOD 4 TOTAL _____

ORDER PERIOD 5 TOTAL _____

TOTAL $ _____

(See BIDDING SCHEDULE NOTES)

BIDDING SCHEDULE NOTES

1. Legend for Unit of

Measurement EA = Each TN = Ton TBD = To Be Determined

2. All quantities shown on the BIDDING SCHEDULE are estimated quantities. All Estimated quantities are to be used for bid evaluations only. The government is not restricted to these quantities and quantities issued over the duration of the contract are subject only to the following parameters:

Minimum Order Per Task Order: $2,500.00

Cumulative Guaranteed Minimum (Overall Contract): $2,500.00 Cumulative Maximum (Overall Contract): $24,000,000.00

3. TBD items shall be defined and negotiated at the Task Order

Level via supplemental specifications or statements of work issued via Request for Proposal.

4. When bids are solicited on a unit price basis, bidders shall insert in the spaces provided therefore in the SCHEDULE both the "unit price" and the "estimated amount" resulting from applying the said unit price to the estimated quantity shown. In event the bidder quotes only a total price ("estimated amount") in its bid and fails to quote the unit price, the Government will determine such unit price by dividing the total price quoted by the quantity of the item set out in the SCHEDULE. The bidder agrees that the unit price so determined shall be used for the purpose of bid evaluation, award and all payments to the Contractor including final payment.

5. All Prices are on a Firm Fixed Price Basis.

6. All extensions of the unit prices shown will be subject to verification by the Government. In case of variation between the unit price and the extension, the unit price will be considered to be the bid and the extension will be corrected accordingly.

7. If a modification to a bid based on unit prices is submitted, which provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment to each unit price in the bid schedule must be stated. If it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the bid schedule.

8. Bidders are required to bid on all items listed on the Bidding

Schedule in addition to inserting a total quoted bid in the appropriate space provided with the exception of items marked as TBD, “To Be Determined”. Failure to do so will be considered good cause to disqualify the bid.

9. Information concerning Indefinite Quantity Contracts, as well as the issuance and limitation of deliver orders may be found in Section 0700, Contract Clauses.

SECTION 00 21 13 - INSTRUCTIONS TO BIDDERS

INSTRUCTIONS TO BIDDERS

CONDITIONS AND NOTICES TO BIDDERS

A. BIDDING MATERIAL – Copies of the Solicitation, Specifications, and drawings forms are available by INTERNET ACCESS ONLY. All solicitation documents will be posted through the (Contract Opportunities) website at: https://www.sam.gov. Prospective Bidders should submit technical questions concerning this Invitation for Bid via email to Contract Specialist, Twila Hopkins at twila.a.hopkins2@usace.army.mil.

BID DOCUMENTS: The following documents must be submitted with a bid:

1. SF 1442, Solicitation, Offer and Award

2. Bidding Schedule

***3. Task Order Bid Schedule***

4. Representations and Certifications (Section 00600)

5. All amendments must be acknowledged

6. Bid Bond (Standard Form 24)

7. Equipment List

8. Financial

9. Subcontractor Agreements.

10. A statement from the prime to what work will be accomplish by the prime contractor.

***** All Bidders must complete both bid schedules or be deemed non-responsive. Also prices for the Task Order Bid Schedule will come directly from the proposed prices on the Contract Bid Schedule.*****

B. REQUIRED SYSTEM FOR AWARD MANAGEMENT REGISTRATION - By submission of a bid, the bidder acknowledges the requirement that a prospective awardee must be registered in the beta.SAM.gov database prior to award, during performance, and through final payment of any contract resulting from this solicitation. Lack of registration in the SAM database will make a bidder ineligible for award. Bidders and contractors may obtain information on registration and annual confirmation requirements by calling 1-866-606-8220, or at:

https://www.sam.gov

(1) Lack of registration in the beta.SAM.gov database will make a bidder ineligible for award. SEE CONTRACT CLAUSE 52.204-7 ENTITLED "System for Award Management”.

(2) Attention to contractor(s): Effective March 22, 2018, you must submit a notarized letter appointing the authorized entity administrator before your registration will be activated. This requirement now applies to both new and existing entities. Make sure your SAM profile includes “all awards” and not just “Federal Assistance Awards” as this option is only for grants and cooperative agreements. Please visit https://www.sam.gov for more information.

NOTICE: This is a 100% SMALL BUSINESS SET-ASIDE UNDER NAICS 237990. Your SAM.gov account must reflect that your entity IS a small business under this NAICS to be considered for award.

C. SITE VISITS – A site visit is scheduled for Wednesday, 31 August 2022, at 10:00AM CST. The visit will take place at Shelbyville Lake Visitor’s Center, located at 1989 State Route 16 Shelbyville, IL 62565 POC for directions: Matt Miller Project Phone Number (217) 774-3951 X 7011.

The Contracting point of contact is Contract Specialist, Twila Hopkins.

(1) QUESTIONS regarding this IFB are due by 10:00AM CST on 7 September 2022. Questions shall be submitted to Contracting POC at the following email address: twila.a.hopkins2@usace.army.mil.

(2) A consolidated list of all questions received, and answers will be posted on https://www.sam.gov.

D. CONDITIONS AFFECTING THE WORK - Bidders should visit the site and take such other steps as may be reasonably necessary to ascertain the nature and location of the work and the general and local conditions that can affect the work or the cost thereof. Failure to do so will not relieve bidders from the responsibility for estimating properly the difficulty or cost of successfully performing the work. The Government will assume no responsibility for any understanding or representations concerning conditions made by any of its officers or agents prior to the execution of the contract, unless included in the Invitation for Bids, the specifications or related documents. See Section 00700, clause 52.236-3, entitled “Site Investigation and Conditions Affecting the Work”.

E. BID SUBMISSION INSTRUCTIONS - All submissions to this bid announcement shall be submitted electronically via email to twila.a.hopkins2@usace.army.mil or in person on paper copy at the bid opening. NO CD- ROMs or facsimile submissions will be accepted. Bids will be opened at the time set for opening in the Invitation for Bids. Their content will be made public for the information of bidders and others interested. As soon as practicable after bid opening, an abstract of bids will be available through our web page at: https://www.sam.gov Contract Opportunities under attachment Abstract.

File Naming Convention: To ensure your submission is received and processed appropriately, it is important that interested parties CAREFULLY ensure their electronic files adhere to the following naming convention:

• W912P922B0031-BID-FIRM NAME

Upload Completion & Deadline: Interested parties shall submit responses no later than the date specified on the solicitation document. Do not assume that electronic submission will occur instantaneously. Large files (i.e. 10MB or more) will take some time to upload. Bidders should time their upload effort with prudence by not waiting until the last few minutes—this will allow for unexpected delays in the transmittal process. Bidders are encouraged to keep a copy of the upload confirmation for their record. Submissions after the deadline will be considered late and will be processed in accordance with FAR 52.214-7.

Electronic Files: Files shall be in their native format (i.e. doc, xls, ppt, etc.), or if in pdf format, shall be in searchable text. Text and graphics portfolios of the electronic copies shall be in a format readable by Microsoft Office or Adobe applications. Data submitted in a spreadsheet format shall be readable by MS Excel (all cells and formulas should be unlocked).

Bid Opening: The Bid Opening will take place at 10:00 AM CST on 19 September 2022.

There will be a Webex conference available for all to attend the bid opening virtually.

Bid opening WebEx information: https://usace1.webex.com/meet/marla.j.sawyer USA Toll-Free: 1-844-800-2712 Access Code: 1990 54 9461

F. BIDDER'S ADDRESS - Prospective bidders should indicate in the offer, the address to which payment and/or correspondence should be mailed, if such address is different from that shown for the bidder on Standard Form 1442 Block 15 A-C.

G. AMENDMENTS PRIOR TO DATE SET FOR OPENING BIDS - The right is reserved as the interest of the Government may require, to revise or amend the specifications or drawings or both prior to the date set for opening bids. Such revisions and amendments, if any, will be announced by an amendment or amendments to this Invitation for Bids. If the revisions and amendments are of a nature which requires material changes in quantities or prices bid or both, the date set for opening bids may be postponed by such number of days as in the opinion of the issuing officer will enable bidders to revise their bids. In such cases, the amendment will include an announcement of the new date for opening bids. See Section 00100, clause 52.214-3, “Amendments to Invitations for Bids”.

H. NOTICE TO BIDDERS - Please ensure a NINETY DAY OFFER GUARANTEE on bid.

Bidders are advised to review.

I. EXPLANATION OF PROVISION/CLAUSE NUMBERS UTILIZED IN THIS

SOLICITATION –

(1) Federal Acquisition Regulation (FAR) provisions/clauses are numbered as follows: 52.252-1.

(2) Defense Acquisition Regulation Supplement (DFARS) provisions/clauses are numbered as follows: 252.204-7000.

J. BIDDER’S QUALIFICATIONS - To establish its responsibility, the bidder may be requested by the Government to submit a statement regarding his previous experience in performing comparable work, his business and technical organization, financial resources (Including recent financial statements or audits), plans available to be used in performing the work and, if applicable, an approved sub-contracting plan in accordance with FAR 9.104-1. All documents relevant to establish a bidder’s responsibility shall be made available.

(1). Business Integrity-The apparent successful bidder as a condition for award of any contract resulting from this solicitation may be required to execute a certificate related to Business Integrity.

(2). In accordance with the provisions of Subpart 36.201 (Evaluation of Contractor Performance) of the Federal Acquisition Regulation (FAR), Construction Contractor’s performance shall be evaluated throughout the performance or the contract. The United States Army Corps of Engineers (USACE) follows the procedures outlined in Engineering Regulation 415-1-17 to fulfill this FAR requirement. For construction contracts awarded at or above $100,000.00, USACE will evaluate Contractor’s Performance and prepare a performance report using the construction contractor appraisal support system (CPAR), which is now a web-based system. After an evaluation (interim or final) is written up by the USACE, the contractor will have the ability to access, review and comment on the evaluation for a period of 30 days. Accessing and using CPAR requires specific software, called PKI certification, which is installed on the user’s computer. The certification is a Department of Defense requirement and was implemented to provide security in electronic transactions. The certification software could cost approximately $110-$125 per certification per year and is purchase from an external certification authorities (ECA) vendor, current information about the PKI certification process and for contacting vendors can be found on the website:

http://www.cpars.gov If the contractor wishes to participate in the performance evaluation process, access to CPAR and PKI certification is the sole responsibility of the contractor.

K. NOTICE OF BONDS AND INSURANCE - The following bid/contract information is applicable only if the bid/contract is over one hundred fifty thousand dollars ($150,000.00):

(1) BID BONDS: This is applicable only if proposal is over one hundred fifty thousand dollars ($150,000.00). Each bidder shall submit with his bid a Bid Bond (Standard Form 24, REV 8/2016) with good and sufficient surety or sureties acceptable to the Government in the form of twenty percent (20%) of the bid price or three million dollars ($3,000,000.00) whichever is lesser.

The bid bond penalty may be expressed in terms of a percentage or may be expressed in dollars and cents. See Section 00700, clause 52.228-1, entitled “Bid Guarantee”.

(2) PERFORMANCE BONDS. The penal amount of the performance bond shall equal one hundred percent (100%) of the contract price. Bonds shall be received within ten (10) days after receipt of contract award. See Section 00700, clause 52.228-15, entitled “Performance and Payment Bonds – Construction”.

(3) PAYMENT BONDS: Within ten (10) days after receipt of contract award to the bidder whom award is made, one (1) bond, with good and sufficient surety or sureties acceptable to the Government shall be furnished; namely a Payment Bond (Standard Form 25A, REV. 8/2016).

The penal amount of such bonds shall equal one hundred percent (100%) of the contract price.

See Section 00700, clause 52.228-15, entitled “Performance and Payment Bonds – Construction”.

(4) INSURANCE: The accepted bidder shall provide adequate insurance, within fifteen (15) days after receipt of contract award. See Section 00800, entitled Special Contract Requirements.

L. POST AWARD SUBMITTAL REQUIREMENTS - Within ten (10) days after receipt of contract award, the contractor shall submit an acceptable performance bond, payment bond and certificate of insurance. Within fifteen (15) days after receipt of notice of award, the contractor shall provide an approved Accident Prevention Plan, Environmental Protection Plan and Quality Control Plan. (See Section 00800) Within ten

(10) days prior to commencement of work under this contract, the contractor shall submit to the Contracting Officer’s Chief of Security, a list of all Personnel, Vehicles and Equipment that may be used during the construction work under this contract. (See Sections 00800)

M. NEGOTIATIONS AFTER SEALED BIDDING - The Government has the option to reject all bids received in response to the sealed bid advertisement and initiate negotiation.

Negotiations will include soliciting offers from each responsible bidder that submits a bid in response to the Invitation for Bids. If, after bid opening, the Contracting Officer determines that negotiations are in the best interest of the Government; the following steps will be followed:

(a) An amendment to the sealed bid advertisement will be issued to each responsible bidder changing the Invitation for Bids Number to Request for Proposals Number.

The amendment will also make any necessary changes to the scope of the work.

(b) A cover letter signed by the negotiator will accompany the amendment explaining the procedures to be followed during negotiations.

NOTES

NOTE 1: Bidders shall furnish unit prices for all items listed on the schedule of bid items, which require unit prices.

If the bidder fails to insert a unit price in the appropriate blank for required items but does furnish an extended total or an estimated amount for such items, the Government will deem his unit price to be the quotient obtained by dividing the extended estimated amount for that line item by the quantity. IF THE BIDDER OMITS BOTH THE

UNIT PRICE AND THE EXTENDED ESTIMATED AMOUNT FOR ANY ITEM, HIS BID WILL BE

DECLARED NONRESPONSIVE.

In the event there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid. If the bidder shows only the total price but fails to enter a unit price, the total divided by the estimated quantity will be held to be the intended unit price. Any bid price for items indicated above which are unbalanced as to price may be rejected as non-responsive. An unbalanced bid is one which is based on price significantly less than cost for some work and price which is significantly overstated for other work. Award will be made as a whole to one bidder.

NOTE 2: If a bid or modification to a bid based on unit prices is submitted and provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment to each unit price, including lump sum units, in bid schedule must be stated, or, if it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the bid schedule.

NOTE 3: Bidders are cautioned to read Contract Clause entitled "FAR 52.204-7, System for Award Management (MAY 2014) located in Section 00100.

AC = Acre CF = Cubic Feet CY = Cubic Yard DH = Miles EA = Each FC = 1000 Cubic Feet

FT = Foot HF = 100 Feet HH = 100 Cubic Feet HL = 100 Linear Feet HR = Hours HS = 100 Square Feet HY = 100 Yards LB = Pound LF = Linear Foot LH = Labor Hour JA = Job (lump sum) LY = Linear Yard MO = Months SB = Square Mile SF = Square Foot SQ = Square SY = Square Yard TL = 1000 Linear Feet TN = Net Ton UN = Unit YD = Yard YL = 100 Linear Yards YM = Cubic Yards Per Mile All quantities are estimated except where unit is given as "JA" or "EA".

-- End of Document --

SECTION 00 70 00 - CONDITIONS OF THE CONTRACT

The following have been added by reference:

52.217-4 Evaluation Of Options Exercised At The Time Of Contract

Award

JUN 1988

52.216-19 ORDER LIMITATIONS (OCT 1995)

(a) Minimum order. When the Government requires supplies or services covered by this contract in an amount of less than $2,500.00, the Government is not obligated to purchase, nor is the Contractor obligated to furnish, those supplies or services under the contract.

(b) Maximum order. The Contractor is not obligated to honor -

(1) Any order for a single item in excess of $24,000,000.00;

(2) Any order for a combination of items in excess of $24,000,000.00; or

(3) A series of orders from the same ordering office within 30 days that together call for quantities exceeding the limitation in paragraph (b) (1) or (2) of this section.

(c) If this is a requirements contract (i.e., includes the Requirements clause at subsection 52.216-21 of the Federal Acquisition Regulation (FAR)), the Government is not required to order a part of any one requirement from the Contractor if that requirement exceeds the maximum-order limitations in paragraph (b) of this section.

(d) Notwithstanding paragraphs (b) and (c) of this section, the Contractor shall honor any order exceeding the maximum order limitations in paragraph (b), unless that order (or orders) is returned to the ordering office within 5 days after issuance, with written notice stating the Contractor's intent not to ship the item (or items) called for and the reasons. Upon receiving this notice, the Government may acquire the supplies or services from another source.

(End of clause)

(End of Summary of Changes)