Amendment_No._0001.pdf

(x)

R16PS01244

x x 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 ACKNOWLEDGEMENT 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.

x

Billings MT 59107

R60

PO Box 36900 Regional Office Great Plains Region Bureau of Reclamation

07/27/20160001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers 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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

07/01/2016

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

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

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

Dike Modifications, Altus Dam, W.C. Austin Project, Oklahoma

See attachment for changes incorporated by this amendment:

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

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

Gerri Voto-Braun

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

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

Amendment No. 0001 Solicitation No. R16PS01244

Description of Changes:

1. In Part I – The Schedule, remove Standard Form 1442 – Solicitation, Offer and Award Form in its entirety and substitute therefor the attached revised SF-1442.

2. In Part I – The Schedule, Specification Section 01 33 00 – Submittals, remove pages 01 33 00-5 through 01 33 00-14 and substitute therefor the attached revised pages 01 33 00-5 through 01 33 00-14.

3. In Part I – The Schedule, remove Specification Section 31 23 32 – Excavation from Borrow in its entirety and substitute therefor the attached revised Section 31 23 32.

4. In part I – The Schedule, Specification Section 53 00 00 – Baseline Conditions, remove page 53 00 00-1 and 53 00 00-2 and substitute therefor the attached revised page 53 00 00-1 and 53 00 00-2.

5. In Part I – The Schedule, remove Section F – Deliveries or Performance in its entirety and substitute therefor the attached revised Section F.

6. In Part II – Contract Clauses, Section I – Contract Clauses, remove pages I-19 through I-22 and substitute therefor the attached revised pages I-19 through I-22.

7. In Part III – Documents, Exhibits, and Other Attachments, remove page J-1 and J-2 and substitute therefor the attached revised page J-1 and J-2.

8. In Part III – Documents, Exhibits, and Other Attachments, remove General Decision OK160036 dated

January 8, 2016 and substitute therefor the attached revised General Decision OK160036 dated July 8,

9. In Part III - Documents, Exhibits, and Other Attachments, the attached Subcontracting Percentage

Worksheet is hereby incorporated into and made a part of the solicitation.

Receipt of Bids: The hour and date for receipt of bids is hereby extended to 2:00 PM on August 11, All contractor questions received to date will be addressed in subsequent amendments. The last date for submitting new questions is August 3, 2016.

The following contractors were in attendance at the organized site visit, which took place on July 19, 2016:

Eddie Scott SGS, LLC eddie@sgsbuilder.net Andrew McDowell Meridian Contracting a.mcdowell@meridiancon.net Jeff Jones Meridian Contracting j.jones@meridiancon.net Tyler Davis Meridian Contracting t.davis@meridiancon.net Cole Reed Reed Dozing & Contracting cole@reeddc.com Don Slegers Lambert Engineering dslegers@l-ecs.com Carlos Gonzales SGS, LLC Rick Rogowski SGS, LLC Sterling Jensen SGS, LLC Rog Smith RTS Shearing BR Listen RTS Shearing br@rtsshearing.com Shawn Ebel RTS Shearing shawn@rtsshearing.com Allen Tuttle RTS Shearing pam@rtsshearing.com Tubby McDowell T McDowell Construction Dirtmanmac@gmail.com David Cooper A&M Engineering dcooper@aandeengineering.com Turquy Ertogrul A&M Engineering Dale Walkace A&M Engineering Tim Rowland HWH Construction trowland@hwh1887.com John Messina TIKIGAQ Construction jmessina@tikigaq.com Kyle Roblyer Bingham Sand & Gravel kroblyer@binghamsand.com Matt Bramblett Washita Const. matt@washitaconstruction.com

THIS PAGE INTENTIONALLY LEFT BLANK

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

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

9.

INFORMATION

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

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

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

Bureau of Reclamation

Great Plains Region

Regional Office PO Box 36900

R60

Billings MT 59107

Bureau of Reclamation, GP Region

Gerri Voto-Braun 2021 4th Avenue North Billings, MT 59101

Gerri Voto-Braun 406-247-7809 x

07/01/2016

R16PS01244

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

Dike Modifications, Altus Dam, W.C. Austin Project, Oklahoma

The estimated price range for this work is $10,000,000 to $25,000,000

The project is issued as a Total Small Business Set-Aside

The North American Industrial Classification code is 237990

The Size Standard is $36.5 Million

Hand carried and express mail bids will be received at the Bureau of Reclamation

Great Plains Regional Office, address identified in Block 8 above. Individuals delivering bids in person shall allow time to pass through security.

Taxpayer Identification Number: _______________________________

Data Universal Numbering System: ______________________________

Commercial and Government Entity Code: ________________________

11. The Contractor shall begin performance

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

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

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

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

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

10 800 calendar days and complete it within ________________ ________________ calendar days after receiving

See Paragraph F.1

08/ 04/2016

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

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

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

CODE FACILITY CODE

AMOUNTS

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

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(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) 20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

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

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

2PAGE OF

Bureau of Reclamation Great Plains Region

Regional Office PO Box 36900

R60

Billings MT 59107

Gerri Voto-Braun

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, copies to issuing office.)

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

STANDARD FORM 1442 (REV. 4-85) BACK

Dike Modifications Altus Dam Amendment No. 0001 W.C. Austin Project Solicitation No. R16PS01244

Submittals

01 33 00 - 5 (Revised)

b. Requests for approval were properly and timely submitted and were approved.

4. Adjustment will be subject to terms of paragraphs (b) and (c) of the clause at FAR 52.242-14, Suspension of Work; however, no such delay shall be deemed to be a “suspension order” as the term is used in that clause.

C. Submittal response:

1. Response letter will indicate whether submittal is approved, approved subject to identified changes, or not approved.

a. Revise and resubmit submittals not approved.

b. Do not change designs without approval of CO after drawings, documentation, and technical data have been approved.

1.07 TRANSMITTAL

A. Addresses for codes receiving paper copy submittals listed in Table 01 33 00A - List of Submittals:

1. CO: Bureau of Reclamation, Attention GP-5000, PO Box 36900, Billings MT 59107-6900. Physical address: 2021 4th Avenue North, Billings MT 59101.

2. COR: Bureau of Reclamation, Attention GP-2600, PO Box 36900, Billings, MT 59107-6900. Physical address: 2021 4th Avenue North, Billings MT 59101.

B. E-mail address for electronic submittals listed in Table 01 33 00A - List of Submittals:

sha-GPR-CONSTSVCS@usbr.gov.

1. Submit electronic submittals that are too large for e-mail along with paper copy.

C. Submittals required by specifications, but not listed in Table 01 33 00A - List of Submittals:

1. Submit in accordance with this section.

2. Submit to COR unless otherwise specified.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

Altus Dam Amendment No. 0001

01 33 00 - 6 (Revised)

Table 01 33 00A. - List of Submittals ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative.

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Respon-sible code

Sets to be sent: **

CO COR

1 Performance and Payment Bonds - Construction 52.228-15

Performance and Payment Bonds

Within 10 calendar days after award

CO 1 paper 0

2 Additional Bond Security 52.228-02

Evidence of Increase in Bond Security

Within 10 calendar days after modifications increasing contract value

CO 1 paper 0

3 Insurance-Work on a Government Installation 1452.228-70

1) Written certification that the required insurance has been obtained

2) Current certification of insurance for each subcontractor

Before commencing onsite work

CO 1 paper

1 paper

4 Liability Insurance 1452.228-70

Acceptable Certificate of Liability Insurance

Prior to commencement of work under the contract

CO 1 paper 0

5 Railroad Insurance

WBR 1452.228-83

Evidence that an Acceptable Certificate of Liability Insurance was sent to Farmrail, Inc.

Prior to commence of work under the contract

CO 1 paper 0

6 Labor Standards Data 52.222-11

1) List of Subcontractors

2) Statement and Acknowledgement Form (SF-1413) for each subcontract

Within 14 days after award of subcontract

COR 1 paper

1 paper

1 paper + 1 electronic

1 paper +

1 electronic

Equal Opportunity 52.222-26

Information required by Executive Order

112246 (SF-100)

Within 30 days following award

CO 1 paper 0

Reporting Executive Compensation and First Tier Subcontract Awards 52.204-10

Certification that executive compensation and subcontract awards were reported

Within 10 days of each report being submitted

CO 1 paper 0

Payrolls and Basic Records 52.222-08

Copies of all payrolls Weekly for each week of contract performance

COR 1 paper 2 paper

Altus Dam Amendment No. 0001

01 33 00 - 7 (Revised)

Table 01 33 00A. - List of Submittals ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative.

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Respon-sible code

Sets to be sent: **

CO COR

10 Site Security GP-7 and WBR 1452.237-80

List of contractor and subcontractor employees

At least 10 days prior to arriving at worksite

COR 0 2 paper

11 Site Security GP-7 and WBR 1452.237-80

List of vehicles and equipment to be brought onsite

At least 10 days prior to arriving at worksite

COR 0 2 paper

12 Employment Verification 52.222- 56 and ET 02-20

Confirmation of Enrollment as a Federal Contractor in E-Verify

Within 30 days of contract award

CO 1 paper 0

13 Estimate of Percentage of Recovered Material Content for EPA Designated Items 52.223-09

Documentation indicating the percentage of the total recovered material content for the EPA Designated Items delivered and/or used in the contract performance

After completion of the work and prior to final payment

CO 1 paper 0

14 Release of Claims 1452.204-70

Release of Claims (DI-137) against the Government

After completion of the work and prior to final payment

CO 1 paper 0

01 14 10-1 Use of Site Land Use and Landscape Rehabilitation Plan

At least 28 days before use of Government land

COR 1 paper 1 paper + 1 electronic

01 31 19-1 Project Management and Coordination

Work Plan Summary Monthly once onsite construction begins

COR 0 1 paper + 1 electronic

01 32 10-1 Construction Program

Representative Information

Within 7 days after receipt of Notice of Award

COR 1 2 paper

01 32 10-2 Construction Program

Baseline Schedule

Within 21 days after receipt of Notice to Proceed

COR 0 1 paper + 1 electronic

01 32 10-3 Construction Program

Updated Schedule Reports

With monthly requests for progress payments

COR 0 1 paper + 1 electronic

Altus Dam Amendment No. 0001

01 33 00 - 8 (Revised)

Table 01 33 00A. - List of Submittals ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative.

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Respon-sible code

Sets to be sent: **

CO COR

01 32 10-4 Construction Program

Time Impact Analysis

Within 28 days after the CO directs a contract change with schedule impacts.

Or

With proposal for future modification, value engineering proposal, or request or claim for equitable adjustment to the contract

0 2 1 paper + 1 electronic

01 35 10-1 Safety Data Sheets Complete LHM and

SDS

At least 14 days before jobsite delivery of hazardous material

COR 0 1 paper + 1 electronic

01 35 10-2 Safety Data Sheets Updated LHM and

SDS

At least 14 days before jobsite delivery of hazardous material not previously listed

COR 1 paper 1 paper + 1 electronic

01 35 20-1 Safety and Health Safety Program Submitted and accepted before commencing onsite work. See Section 3 of RSHS

COR 0 1 paper + 1 electronic

01 35 20-2 Safety and Health Monthly Accident Summary Report

Submit on first day of each month

COR 0 1 paper + 1 electronic

01 35 20-3 Safety and Health Respirator User Documentation

At least 28 days before beginning onsite work

COR 0 2 paper

01 35 20-4 Safety and Health Crane Training Certificates

At least 28 days before beginning onsite work

COR 0 2 paper

01 35 20-5 Safety and Health Other Training Certificates

At least 21 days prior to employment

COR 0 2 paper

01 35 30-1 Contractor’s Onsite Safety Personnel

Qualifications At least 21 days prior to employment

COR 0 2 paper

01 35 30-2 Contractor’s Onsite Safety Personnel

CIH Inspection Reports

Within 7 days of the inspection

COR 0 1 paper + 1 electronic

01 35 30-3 Contractor’s Onsite Safety Personnel

Safety Inspection Reports

At least once each week

Altus Dam Amendment No. 0001

01 33 00 - 9 (Revised)

Table 01 33 00A. - List of Submittals ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative.

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Respon-sible code

Sets to be sent: **

CO COR

01 46 00-1 Quality Procedures Contractor Quality Control Program

At least 28 days before starting onsite work

COR 0 1 paper + 1 electronic

01 46 00-2 Quality Procedures Contractor’s Daily Reports

Submit daily reports on a weekly basis

COR 0 1 paper + 1 electronic

01 46 00-3 Quality Procedures Quality Control Supervisor

At least 21 days before beginning onsite work

COR 0 2 paper

01 46 00-4 Quality Procedures Contractor Quality Testing Plan

At least 21 days before beginning onsite work

COR 0 1 paper + 1 electronic

01 46 00-5 Quality Procedures Summary Monthly Test Results

Submit on the first day of each month

COR 0 1 paper + 1 electronic

01 46 20-1 Testing Agency Services

Testing Agency Services Plan

At the time of the preconstruction conference

COR 0 1 paper + 1 electronic

01 51 00-1 Temporary Utilities Water Usage Submit weekly COR 0 1 paper + 1 electronic

01 52 10-1 Field Office Delivery Schedule and Site Layout

Within 5 days after Notice to Proceed

COR 0 1 paper + 1 electronic

01 55 00-1 Vehicular Access and Parking

Bridge Plan At least 28 days before beginning bridge work

COR 0 1 paper + 1 electronic

01 55 00-2 Vehicular Access and Parking

Pre-Construction Video

At least 28 days before beginning onsite work

COR 0 2 DVD

01 55 00-3 Vehicular Access and Parking

Post Construction Video

Within 14 days after leaving the site

COR 0 2 DVD

01 55 00-4 Vehicular Access and Parking

Post Repair Video Within 14 days of making repairs

COR 0 2 DVD

01 55 20-1 Traffic Control Traffic Control Plan At least 35 days before affecting public traffic

COR 0 1 paper + 1 electronic

01 56 10-1 Protection of Existing Installations

Plan for Protecting Existing Installations

At least 28 days before starting onsite work

COR 0 1 paper + 1 electronic

01 56 15-1 Protection of Existing Utilities

Utility Owner Acknowledgment

At least 28 days before starting onsite work

COR 0 1 paper + 1 electronic

01 56 15-2 Protection of Existing Utilities

Utility Protection Plan

At least 28 days before starting onsite work

COR 0 1 paper + 1 electronic

01 57 20-1 Environmental Controls

Copy of Applicable Air Quality Permit

At least 28 days prior to starting onsite work

Altus Dam Amendment No. 0001

01 33 00 - 10 (Revised)

Table 01 33 00A. - List of Submittals ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative.

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Respon-sible code

Sets to be sent: **

CO COR

01 57 30-1 Water Pollution Control

Stormwater Pollution Prevention Plan

At least 28 days before start of onsite construction work

COR 0 1 paper + 1 electronic

01 57 30-2 Water Pollution Control

Spill Prevention, Control, and Countermeasure (SPCC) Plan

At least 28 days before delivery or storage of oil

COR 0 1 paper + 1 electronic

01 57 90-1 Preservation of Historical and Archeological Data

Archeological Resources Protection Act (ARPA) Permit (DI Form 1926)

Within 21 days after receipt of Notice to Proceed

COR 0 2 paper

01 57 90-2 Preservation of Historical and Archeological Data

Alternate Use Area or Borrow Area

45 days prior to proposed use

COR 0 1 paper + 1 electronic

01 71 20-1 Surveying Surveying Plan At least 35 days before beginning survey work

COR 0 1 paper + 1 electronic

01 71 20-2 Surveying Resumes At least 35 days before beginning survey work; At least 35 days before personnel change

COR 0 2 paper

01 71 20-3 Surveying Accuracy Check Results

At least 28 days before beginning survey work

COR 0 1 paper + 1 electronic

01 71 20-4 Surveying Completed and Reduced Survey Notes

Within 2 days of completing and reducing notes

COR 0 1 paper + 1 electronic

01 71 20-5 Surveying Quantity Survey Notes and Computations

Accompanying progress payment requests

COR 0 1 paper + 1 electronic

01 71 20-6 Surveying Workday's Survey Notes

At conclusion of workday when requested by Government

COR 0 1 paper + 1 electronic

01 74 00-1 Cleaning and Waste Management

Waste Production and Disposal Plan

At least 28 days before starting onsite work

COR 0 1 paper + 1 electronic

01 74 00-2 Cleaning and Waste Management

Waste Production and Disposal Records

Within 7 days of waste disposal

COR 0 1 paper + 1 electronic

01 74 00-3 Cleaning and Waste Management

Environmental Consultant Resume

At least 35 days before beginning environmental assessment

COR 0 2 paper

01 74 00-4 Cleaning and Waste Management

Environmental Site Assessment

Within 14 days of completion of work

Altus Dam Amendment No. 0001

01 33 00 - 11 (Revised)

Table 01 33 00A. - List of Submittals ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative.

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Respon-sible code

Sets to be sent: **

CO COR

01 78 30-1 Project Record Documents

Final As-built Drawings

Within 14 days of completion of onsite work

COR 0 2 paper + 1 electronic

03 11 10-1 Concrete Forming Formwork Design and Drawings

At least 28 days before placing concrete

COR 0 1 paper + 1 electronic

03 20 00-1 Concrete Reinforcing Reinforcement Diagrams and Lists

At least 28 days before placing concrete

COR 0 1 paper + 1 electronic

03 30 00-1 Cast-In-Place Concrete

Approval Data At least 28 days before placing concrete

COR 0 1 paper + 1 electronic

03 30 00-2 Cast-In-Place Concrete

Concrete Placement Drawings

At least 28 days before placing concrete

COR 0 1 paper + 1 electronic

03 30 00-3 Cast-In-Place Concrete

Certifications At least 28 days before placing concrete

COR 0 1 paper + 1 electronic

03 30 00-4 Cast-In-Place Concrete

Cementitious Materials Certification and Test Reports

At least 28 days before placing concrete

COR 0 1 paper + 1 electronic

03 30 00-5 Cast-In-Place Concrete

Test Reports At least 28 days before placing concrete

COR 0 1 paper + 1 electronic

09 91 10-1 Painting Concrete Approval Data Within 21 days after receipt of Notice to Proceed

COR 0 1 paper + 1 electronic

09 91 10-2 Painting Concrete Final Approval Data At least 28 days prior to painting

COR 0 1 paper + 1 electronic

09 91 10-3 Painting Concrete Certifications Within 21 days after receipt of Notice to Proceed

COR 0 1 paper + 1 electronic

09 91 10-4 Painting Concrete Documentation Within 21 days after receipt of Notice to Proceed

COR 0 2 paper

09 91 10-5 Painting Concrete Contractor Quality Testing Data for “Shop or Field Applied” Coatings

Within 7 days of completing painting

COR 0 1 paper + 1 electronic

09 96 20-1 Coatings Approval Data Within 21 days after receipt of Notice to Proceed

COR 0 1 paper + 1 electronic

09 96 20-2 Coatings Final Approval Data At least 28 days prior to painting

Altus Dam Amendment No. 0001

01 33 00 - 12 (Revised)

Table 01 33 00A. - List of Submittals ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative.

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Respon-sible code

Sets to be sent: **

CO COR

09 96 20-3 Coatings Certifications Within 21 days after receipt of Notice to Proceed

COR 0 1 paper + 1 electronic

09 96 20-4 Coatings Documentation Within 21 days after receipt of Notice to Proceed

COR 0 2 paper

09 96 20-5 Coatings Contractor Quality Testing Data for "Shop or Field Applied" Coatings

Within 7 days of completing painting

COR 0 1 paper + 1 electronic

31 03 33-1 Removal of Water from Excavation

Removal of Water Plan

At least 30 days prior to beginning any work for removal of water from foundations

COR 0 1 paper + 1 electronic

31 09 20-1 Piezometers Survey Within 7 days of completing piezometer survey

COR 0 1 paper + 1 electronic

31 11 00-1 Clearing and Grubbing

Qualifications Within 21 days after receipt of Notice to Proceed

COR 0 2 paper

31 23 02-1 Compacting Earth Materials

Test Results Within 7 days after completion of tests

COR 0 1 paper + 1 electronic

31 23 31-1 Excavation of Existing Embankment/Founda tion for Dike Raise

Excavation Plan At least 35 days before beginning excavation of existing dam embankment

COR 0 1 paper + 1 electronic

31 23 32-1 Excavation from Borrow

Borrow Area Use Plans

At least 35 days before beginning excavation of borrow areas

COR 0 1 paper + 1 electronic

31 23 32-2 Excavation from Borrow

Borrow Areas 4 and 5 Additional Investigations

At least 35 days before beginning excavation of borrow areas

COR 0 1 paper + 1 electronic

31 23 32-3 Excavation from Borrow

Borrow Area Restoration Plans

At least 35 days before beginning excavation of borrow areas

COR 0 1 paper + 1 electronic

31 23 32-4 Excavation from Borrow

Borrow Area Restoration Plans

At least 28 days before the start of restoration activities

Altus Dam Amendment No. 0001

01 33 00 - 13 (Revised)

Table 01 33 00A. - List of Submittals ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative.

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Respon-sible code

Sets to be sent: **

CO COR

31 23 32-5 Excavation from Borrow

Additional Borrow Area Request

At least 28 days prior to planned use of additional area

COR 0 1 paper + 1 electronic

31 23 70-1 Controlled Low- Strength Material

(CLSM)

Approval Data At least 42 days before placing

COR 0 1 paper + 1 electronic

31 23 70-2 Controlled Low- Strength Material

(CLSM)

Contractor Field Quality Testing Results

Within 7 days of testing

COR 0 1 paper + 1 electronic

31 24 10-1 Embankment, General

Embankment Construction Plan

At least 35 days before beginning excavation of existing dam embankment and after approval of Borrow Area Use Plans

COR 0 1 paper + 1 electronic

31 24 12-1 Zone 2 Sand Filter Material

Certification and Test Results

At least 28 days before furnishing material

COR 0 1 paper + 1 electronic

31 24 15-1 Zone 3 Gravel Drain Material

Certification and Laboratory Test Results

At least 28 days before placing material

COR 0 1 paper + 1 electronic

31 24 17-1 Zone 5 Rockfill Imported Material Test Results

At least 28 days before placing material

COR 0 1 paper + 1 electronic

31 32 32-1 Geotextile Manufacturer's Certification and Data

At least 28 days before procuring geotextile

COR 0 1 paper + 1 electronic

31 37 00-1 Riprap Imported Material Test Results

At least 28 days before furnishing material

COR 0 1 paper + 1 electronic

32 12 22-1 Asphalt Concrete Pavement

Mix Design Data At least 28 days before placing pavement

COR 0 1 paper + 1 electronic

32 12 22-2 Asphalt Concrete Pavement

Certifications At least 28 days before placing pavement

COR 0 1 paper + 1 electronic

32 15 10-1 Gravel Surfacing Certification At least 28 days before placing surfacing

COR 0 1 paper + 1 electronic

32 92 20-1 Seeding, Sod, and Soil Supplements

Seeding Plan At least 28 days before seeding

COR 0 2 paper

32 92 20-2 Seeding, Sod, and Soil Supplements

Certifications At least 28 days prior to beginning work

Altus Dam Amendment No. 0001

01 33 00 - 14 (Revised)

Table 01 33 00A. - List of Submittals ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative.

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Respon-sible code

Sets to be sent: **

CO COR

33 11 14-1 Reinforced Concrete Pressure Pipe

Joint and Fitting Details

At least 42 days prior to beginning pipe fabrication

COR 0 1 paper + 1 electronic

33 11 14-2 Reinforced Concrete Pressure Pipe

Ventilation Plan At least 28 days prior to laying pipe

COR 0 1 paper + 1 electronic

33 44 30-1 Trench Drain Approval Data At least 35 days before furnishing drains

COR 0 1 paper + 1 electronic

33 44 30-2 Trench Drain Samples At least 35 days before furnishing drains

COR 0 1 sample

33 44 30-3 Trench Drain Shipping Confirmation Letter

Within 5 days of shipping samples

COR 0 1 paper + 1 electronic

33 44 30-4 Trench Drain Certification At least 35 days before furnishing drains

COR 0 1 paper + 1 electronic

33 44 30-5 Trench Drain Preliminary Inspection Video

Within 2 days of completing inspection video

COR 0 2 DVD

33 44 30-6 Trench Drain Final Inspection Video

Within 2 days of completing inspection video

COR 0 2 DVD

35 13 53-1 Precast Concrete Inspection Wells

Approval Data At least 35 days before furnishing inspection wells

COR 0 1 paper + 1 electronic

35 22 50-1 Flap Gates Flap Gate Approval Data

Within 21 days after receipt of Notice to Proceed

COR 0 1 paper + 1 electronic

35 22 50-2 Flap Gates Final Data Within 14 days of completion of related construction

COR 0 1 paper + 1

END OF SECTION

Altus Dam Amendment No. 001

Excavation from Borrow

Revised 31 23 32 - 1

SECTION 31 23 32

EXCAVATION FROM BORROW

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include cost of rock excavation from borrow in applicable prices offered in the Price Schedule for the particular zone of embankment material produced from rock excavation in Borrow Areas.

2. Include cost of embankment material excavation from borrow in applicable prices offered in the Price Schedule for the particular zone of embankment material produced from embankment material excavation in Borrow Areas.

a. Includes Archeological Monitor.

b. Includes Borrow Areas investigations if required.

1.02 DEFINITIONS

A. Known Historical Resources: As defined in Section 01 57 90 - Preservation of Historical and Archeological Data.

1.03 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. Engineering Geology Field Manual, Second Edition, Volume I, 1998.

1.04 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 31 23 32-1, Borrow Area Use Plans:

1. Describe how borrow for each material will be obtained from various Borrow Areas identified on the drawings near Altus Dikes. Include:

a. Selected Borrow Areas and extents.

b. Equipment, operations, production rates.

c. Locations and extent of process and temporary stockpile areas for development of materials for Zone 1 Impervious Fill, Zone 2 Filter Sand Material, Zone 3 Gravel Drain Material, Riprap, Rockfill, Gravel Surfacing and Zone 4 Miscellaneous Fill.

1) Processing areas.

Revised 31 23 32 - 2

2) Temporary stockpile areas.

3) Moisture conditioning areas.

4) Loading areas.

5) Quantities from selected Borrow Areas.

d. Methods used to sort, process, load, and temporarily stockpile material.

C. RSN 31 23 32-2, Borrow Areas 4 and 5 Additional Investigations:

1. Describe additional investigations in Borrow Areas 4 and/or 5 to verify that the materials in these borrow areas will meet Zone 1 Impervious Fill and Zone 2 Filter Sand Material requirements and that sufficient quantities are available for use.

2. Provide all data from investigations.

D. RSN 31 23 32-3, Borrow Area Restoration Plans:

1. In accordance with Part 3.

E. RSN 31 23 32-4, Rock Borrow Area Restoration Plans:

1. In accordance with Part 3.

F. RSN 31 23 32-5, Additional Borrow Area Request:

1. In accordance with Part 3.

1.05 REGULATORY REQUIREMENTS

A. The Government has obtained permission to access and remove construction materials.

See Section 51 31 23 - Rock Borrow Area 1 Permitting.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 EARTHFILL SOURCE

A. Obtain Zone 2 Sand Filter material from processed materials in Borrow Areas or approved commercial sources.

B. Obtain Zone 3 Gravel Drain material from processed materials in Borrow Areas or approved commercial sources.

C. Borrow Areas:

Revised 31 23 32 - 3

1. Borrow Area limits are shown on drawing 258-D-60004.

2. Select up to 3 of the 8 Borrow Areas for use. Identify these in Borrow Area Use Plan.

a. Portions of Borrow Areas 1A, 1B and 1C are in the Conservation Pool as defined in Section 01 57 30 - Water Pollution Control. See Section 51 00 11 - Reservoir Operating Curve.

b. Do not use additional Borrow Areas until approved by COR in writing.

1) Justify to COR the need for additional Borrow Areas using RSN 31 23 32-4.

3. Refer to Section 53 10 00 - Geologic Investigation for descriptions of materials in Borrow Areas.

4. Test pit logs are available on the drawings and in Section 53 10 00 - Geologic Investigations.

5. Perform additional investigations of Borrow Areas 4 and 5 if Borrow Areas 4 and 5 are selected for use in the combination of the 3 Borrow Areas to be used for obtaining materials.

6. Borrow Areas contain materials for use as:

a. Zone 1 Impervious Fill.

b. Zone 4 Miscellaneous Fill.

c. Materials may need to be selectively excavated to remove or avoid cohesionless (sand lenses) material within Borrow Areas.

7. Rock Borrow Areas contain materials which can be processed for use as:

a. Sand Filter.

b. Gravel Drain Materials.

c. Riprap.

d. Rockfill.

e. Gravel surfacing.

3.02 EXCAVATION

A. Archeological Monitor shall observe excavation from Borrow Areas.

1. Report new archeological findings in accordance with Section 01 57 90 - Preservation of Historical and Archeological Data.

2. For known historical resources, coordinate with COR prior to work in accordance with Section 01 57 90 - Preservation of Historical and Archeological Data.

B. Excavation from borrow for Zone 1 Impervious Fill material and Zone 4 Miscellaneous Fill material can be accomplished by common methods.

Revised 31 23 32 - 4

1. If borrow comes from sources below water table, remove water in accordance with Section 31 03 33 - Removal of Water from Excavation.

C. Excavation from the borrow for Riprap, Rockfill, and gravel surfacing materials may be accomplished by common methods.

1. Rockfill and gravel surfacing may be produced from riprap processing.

D. Do not operate outside of Borrow Areas boundaries shown on drawings.

E. Clear and grub in accordance with Section 31 11 00 - Clearing and Grubbing and strip in accordance with Section 31 14 10 - Stripping.

F. Selectively excavate materials suitable for use. Waste unsuitable materials in separate stockpiles within or adjacent to Borrow Areas, at locations approved by COR.

G. Excavation Slope Limits: Temporary slopes shall be no steeper than 2H:1V slopes, unless approved by COR.

3.03 HAUL ROUTES

A. In accordance with Section 01 55 00 - Vehicular Access and Parking and Section 01 55 20 - Traffic Control.

3.04 DISPOSAL OF EXCAVATED MATERIALS

A. Dispose of excavated materials which are unsuitable for or are in excess of embankment, backfill, or other earthwork requirements, as determined by COR, as provided in Section 31 23 39 - Disposal of Excavated Materials.

3.05 RESTORATION

A. Borrow Areas:

1. Replace unsuitable materials not used for embankments in Borrow Areas.

2. Reclaim Borrow Areas:

a. Grade surfaces within Borrow Areas to drain.

1) Minimum slope: 2 percent.

2) Maximum slope: 4H:1V.

b. Protect reclaimed Borrow Areas from erosion as approved by COR.

3. Spread stockpiled topsoil over reclaimed surfaces in accordance with Section 32 91 19 - Placing Topsoil.

4. Reseed reclaimed surfaces in accordance with Section 32 92 20 - Seeding, Sod and Soil Supplements.

Revised 31 23 32 - 5

B. Rock Borrow Areas:

1. Rock slopes:

a. No greater than 20 feet in height.

b. No steeper than 1/4:1:

1) In competent rock, W5 or better (as defined on page 67, figure 4-6, USBR Engineering Geology Field Manual).

2. Grade unsuitable material within Borrow Areas to drain.

3. No boulders or larger size material allowed within 2 feet of the top of a rock slope.

4. Bench width: At least 10 feet.

5. Slope benches to back of cut.

a. Construct a drainage ditch or similar feature the back of the bench to limit erosion and safely collect and convey drainage.

Revised 31 23 32 - 6

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Baseline Conditions Revised 53 00 05 - 1

SECTION 53 00 05

BASELINE CONDITIONS

PART 1 BASELINE CONDITIONS

1.01 BASELINE CONDITIONS

A. The following Baseline Conditions are provided for bidding purposes and shall have contractual precedence over all geologic and geotechnical supporting documentation in this solicitation:

1. A combination of any 3 of the 6 Borrow Areas identified on the drawings as 1A, 1B, 1C, 2, 3A, and 3B will have sufficient quantities of Zone 1 impervious fill and Zone 4 miscellaneous fill materials. There is limited exploration information available for Borrow areas 4 and 5. In accordance with Section 31 23 32 – Excavation from Borrow, if the Contractor selects to include either or both Borrow Areas 4 and 5 in the three borrow areas selected, the Contractor is required to perform investigations of the selected Borrow Areas 4 and 5. The results of the investigations shall meet the submittal requirements of Section 31 23 32 – Excavation from Borrow for the material to be used in the embankment construction.

2. Excavation at Borrow Areas 1A, 1B, and 1C is expected to encounter bedrock at an average depth of 7 feet. Three feet of sand overburden is assumed to be encountered in the upper portion of excavations.

3. Portions of Borrow Areas 1A, 1B, and 1C are below conservation pool. During periods when the reservoir is nearly full (top of conservation pool elevation 1559), there is a high probability that groundwater will be encountered above the bedrock elevation in the borrow site.

4. The Rock Borrow Areas identified on the drawings have sufficient quantities of Zone 5 Rockfill, riprap, and gravel surfacing materials that can be extracted with mechanical methods and without blasting. To produce the required gradations, the extracted materials will require processing such as sorting, screening, and mixing.

5. Granite blocks will be encountered at various locations along the full length of North Dike on both upstream and downstream sides of the crest. Width between the upstream and downstream blocks will vary. Granite blocks will be encountered at various locations along the full length of Lugert Dike, but only on the downstream side of the crest. The tops of these blocks (both at Lugert Dike and North Dike) are expected to be within one foot of elevation 1571. These blocks are historical artifacts and must remain where they exist. They can be covered, but not removed or relocated.

6. Excavation and subsequent construction at Auxiliary Dike will not be impacted by the reservoir water if that work is performed between September 1 and

Baseline Conditions Revised 53 00 05 - 2

October 31. Excavation for all the other dike raises will not encounter ground water at any time of the year.

7. It is anticipated water from reservoir seepage along the length of the trenches will be encountered in accordance with table 53 00 05A - Estimated Seepage Rates.

This anticipated seepage does not include water encountered from surface runoff.

The Lugert Trench seepage rates shown do not include seepage from unwatering at the East Trench that may be conveyed into the Lugert Trench by the connection trench.

Table 53 00 05A - Estimated Seepage Rates

Reservoir Water Surface Elevation (ft)

Lugert Dike East Dike

Estimated Seepage Quantity

(gpm)

Estimated Seepage Quantity

(ft3/sec)

Estimated Seepage Quantity

(gpm)

Estimated Seepage Quantity

(ft3/sec)

1559 800-1000 0.05-1.8 300-600 0.53-1.4

1555 500-800 0.05-1.6 150-350 0.45-1.1

1550 400-600 0.045-1.4 100-180 0.38-0.9

1545 300-400 0.03-1.1 0-100 0.31-0.67

1540 200-300 0.02-0.9 0 0.2-0.45

1535 0-100 0.02-0.8 0 0-0.16

1530 0 0.01-0.6 0 0

1525 0 0 0 0

Dike Modifications, Altus Dam, W.C. Austin Project Solicitation No. R16PS01244

F - 1 (Revised)

SECTION F -- DELIVERIES OR PERFORMANCE

F.1 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF

WORK

APR 1984

The Contractor shall be required to: (a) Commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) Prosecute the work diligently, and (c) Complete the entire work ready for use not later than 800 calendar days after the date the Contractor receives the notice to proceed. The time stated for completion shall include final cleanup of the premises.

F.2 52.211-12 LIQUIDATED DAMAGES—CONSTRUCTION SEPTEMBER 2000

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $8,800 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

F.3 52.211-13 TIME EXTENSIONS SEPTEMBER 2000

Time extensions for contract changes will depend upon the extent, if any, by which the changes cause delay in the completion of the various elements of construction. The change order granting the time extension may provide that the contract completion date will be extended only for those specific elements related to the changed work and that the remaining contract completion dates for all other portions of the work will not be altered. The change order also may provide an equitable readjustment of liquidated damages under the new completion schedule.

F.4 52.211-18 VARIATION IN ESTIMATED QUANTITY APR 1984

If the quantity of a unit-priced item in this contract is an estimated quantity and the actual quantity of the unit-priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 115 percent or below 85 percent of the estimated quantity. If the quantity variation is such as to cause an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time, to be received by the Contracting Officer within 10 days from the beginning of the delay, or within such further period as may be granted by the Contracting Officer before the date of final settlement of the contract. Upon the receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date as, in the judgment of the Contracting Officer, is justified.

F.5 52.242-14 SUSPENSION OF WORK APR 1984

(a) The Contracting Officer may order the Contractor, in writing, to suspend, delay, or interrupt all or any part of the work of this contract for the period of time that the Contracting Officer determines appropriate for the convenience of the Government.

(b) If the performance of all or any part of the work is, for an unreasonable period of time, suspended, delayed, or interrupted (1) by an act of the Contracting Officer in the administration of this contract, or (2) by the Contracting Officer's failure to act within the time specified in this contract (or within a reasonable time if not specified), an adjustment shall be made for any increase in the cost of performance of this contract (excluding profit) necessarily caused by the unreasonable suspension, delay, or interruption, and the contract modified in writing accordingly. However, no adjustment shall be made under this clause for any suspension, delay, or interruption to the extent that performance would have been so suspended, delayed, or interrupted by any other cause, including the fault or negligence of the Contractor, or for which an equitable adjustment is provided for or excluded under any other term or condition of this contract.

(c) A claim under this clause shall not be allowed -

Dike Modifications, Altus Dam, W.C. Austin Project Solicitation No. R16PS01244

F - 2 (Revised)

(1) For any costs incurred more than 20 days before the Contractor shall have notified the Contracting Officer in writing of the act or failure to act involved (but this requirement shall not apply as to a claim resulting from a suspension order); and

(2) Unless the claim, in an amount stated, is asserted in writing as soon as practicable after the termination of the suspension, delay, or interruption, but not later than the date of final payment under the contract.

Dike Modifications, Altus Dam, W.C. Austin Project Solicitation No. R16PS01244

I - 19 (Revised)

(j) Preservation of prime-subcontractor rights - Except as provided in paragraph (i) of this clause, this clause shall not limit or impair any contractual, administrative, or judicial remedies otherwise available to the Contractor or a subcontractor in the event of a dispute involving late payment or nonpayment by the Contractor or deficient subcontract performance or nonperformance by a subcontractor.

(k) Non-recourse for prime contractor interest penalty - The Contractor’s obligation to pay an interest penalty to a subcontractor pursuant to the clauses included in a subcontract under paragraph (c) of this clause shall not be construed to be an obligation of the Government for such interest penalty. A cost-reimbursement claim may not include any amount for reimbursement of such interest penalty.

(l) Overpayments - If the Contractor becomes aware of a duplicate contract financing or invoice payment or that the Government has otherwise overpaid on a contract financing or invoice payment, the Contractor shall—

(1) Remit the overpayment amount to the payment office cited in the contract along with a description of the overpayment including the—

(i) Circumstances of the overpayment (e.g., duplicate payment, erroneous payment, liquidation errors, date(s) of overpayment);

(ii) Affected contract number and delivery order number if applicable;

(iii) Affected contract line item or subline item, if applicable; and

(vi) Contractor point of contact.

(2) Provide a copy of the remittance and supporting documentation to the Contracting Officer.

I.13 52.236-01 PERFORMANCE OF WORK BY THE CONTRACTOR APR 1984

The Contractor shall perform on the site, and with its own organization, work equivalent to at least 15% percent of the total amount of work to be performed under the contract. This percentage may be reduced by a supplemental agreement to this contract if, during performing the work, the Contractor requests a reduction and the Contracting Officer determines that the reduction would be to the advantage of the Government.

I.14 52.236-04 PHYSICAL DATA APR 1984

Data and information furnished or referred to below is for the Contractor’s information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations including auger and core borings, test pits, laboratory analysis, topographic surveys and geologic field reconnaissance.

I.15 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION –

ALTERNATE II

APR 1984

(a) The Contractor shall keep on the work site a copy of the drawings and specifications and shall at all times give the Contracting Officer access thereto. Anything mentioned in the specifications and not shown on the drawings, or shown on the drawings and not mentioned in the specifications, shall be of like effect as if shown or mentioned in both. In case of difference between drawings and specifications, the specifications shall govern. In case of discrepancy in the figures, in the drawings, or in the specifications, the matter shall be promptly submitted to the Contracting Officer, who shall promptly make a determination in writing. Any adjustment by the Contractor without such a determination shall be at its own risk and expense. The Contracting Officer shall furnish from time to time such detailed drawings and other information as considered necessary, unless otherwise provided.

(b) Wherever in the specifications or upon the drawings the words “directed”, “required”, “ordered”, “designated”, “prescribed”, or words…