Amendment_005.pdf

(x)

R15PS00050

x x

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 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

Boise ID 83706-1234 1150 N. Curtis Road, Ste. 100

R10

Acquisition Management Division Regional Office Pacific Northwest Region Bureau of Reclamation

04/01/2015000005

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

02/23/2015

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.)

Cle Elum Wood Flume Replacement, Yakima Project, Washington. The complete solicitation and amendments can be accessed and downloaded from www.fbo.gov.

See attached for text of amendment and replacement pages.

Period of Performance: 05/01/2015 to 09/30/2015

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)

Susan E. Kramer

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 .

Solicitation No.R15PS00050 Cle Elum Wood Flume Replacement

Yakima Project, WA Amendment 005

A. The time and date for receipt of proposals IS EXTENDED TO 4:00 p.m., local time, April 16, 2015.

B. Acknowledgment: See block 11 above regarding how to acknowledge this amendment. The acknowledgment must be received at the place designated for receipt of offers (see block 8 of "Solicitation, Offer and Award” Standard Form 1442).

C. Offer Modification: See block 11 above if you have submitted your offer and now desire to modify or withdraw it.

D. Third Party: If you have given your copy of the solicitation to someone else, please forward this amendment accordingly.

E. NOTE: The following changes are hereby incorporated into the solicitation. Single-sided replacement pages are provided following this Standard Form 30 and changes are shown with left side bar, shaded, or colored text.

F. A list of individuals who attended the March 10, 2015, site visit is attached.

G. In Table of Contents, the following pages are deleted and the attached revised pages are substituted therefore:

Remove Pages Insert Revised Pages i i iv-viii iv-viii

H. In Section C, Description/Specifications/Statement of Work, the following pages are deleted and the attached revised pages are substituted therefore:

Remove Pages Insert Revised Pages 01 33 00-8 thru 01 33 00-10 01 33 00-8 thru 01 33 00-10 01 55 00-1 and 01 55 00-2 01 55 00-1 and 01 55 00-2 None 01 55 00-3 01 74 10-3 and 01 74 10-4 01 74 10-3 and 01 74 10-4 None 03 20 00-1 and 03 20 00-2 None 03 20 30-1 thru 03 20 30-3 03 30 00-1 thru 03 30 00-6 03 30 00-1 thru 03 30 00-19 06 25 10-3 thru 06 25 10-8 06 25 10-3 thru 06 25 10-8 51 00 10-9 51 00 10-9 None 51 00 10-10 thru 51 00 10-18 52 00 00-3 52 00 00-3

Drawings:

Remove Pages Insert Revised Pages Sheet 1 (33-D-5106) Sheet 1 (33-D-5106) None Sheet 3a (33-100-60046)

Solicitation No.R15PS00050

Yakima Project, WA Amendment 005

I. In Section I, Contract Clauses, the following pages are deleted and the attached revised pages are substituted therefore:

Remove Page Insert Revised Pages I-132 I-132 and I-133

J. In Section K, Representations, Certifications, and Other Statements of Offerors or Respondents, the following pages are deleted and the attached revised pages are substituted therefore:

Remove Page Insert Revised Pages K-4 K-4 and K-5

Attachments

Solicitation No. R15PS00050

Yakima Project, WA Amendment 005 i

PART I THE SCHEDULE

SECTION A SOLICITATION/CONTRACT FORM ..................................................................... A-1

SECTION B SUPPLIES OR SERVICES AND PRICES/COSTS ...................................................B-1

SECTION C DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK ........................... C-1

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 14 10 Use of Site 01 29 00 Payment Procedures

01 31 30 DELETED

01 33 00 Submittals 01 35 10 Material Safety Data Sheets 01 35 20 Safety and Health 01 35 21 Removal from Work 01 35 30 Contractor’s Onsite Safety and Health Personnel 01 42 10 Reference Standards 01 43 20 Contractor Quality Control for Materials Used in the Work 01 51 00 Temporary Utilities 01 55 00 Vehicular Access and Parking 01 56 10 Protection of Existing Installations 01 57 20 Environmental Controls 01 57 30 Water Pollution Control 01 60 00 Product Requirements 01 74 10 Cleaning and Waste Management

DIVISION 02 - EXISTING CONDITIONS

02 41 13 Selective Site Demolition

DIVISION 03 - CONCRETE

03 20 00 Concrete Reinforcing 03 20 30 Grouted Anchor Bars 03 30 00 Cast-in-Place Concrete

DIVISION 04 THROUGH 05 - NOT USED

DIVISION 06 - METALS

06 25 10 Wood Flume

SKramer Typewritten Text

SKramer Typewritten Text (revised)

Yakima Project, WA Amendment 005 iv

I.22. 52.215-8 ORDER OF PRECEDENCE--UNIFORM CONTRACT FORMAT

(OCT 1997) ..................................................................................................................... I-23

I.23. 1452.215-70 EXAMINATION OF RECORDS BY THE DEPARTMENT OF

THE INTERIOR (AUG 1996) (DEVIATION) ............................................................... I-24

I.24. 52.219-6 NOTICE OF TOTAL SMALL BUSINESS SET-ASIDE (NOV 2011) ......... I-24 I.25. 52.219-8 UTILIZATION OF SMALL BUSINESS CONCERNS (OCT 2014) ............ I-25 I.26. 52.219-14 LIMITATIONS ON SUBCONTRACTING (NOV 2011) ............................ I-27

I.27. 52.219-28 POST-AWARD SMALL BUSINESS PROGRAM

REREPRESENTATION (JUL 2013) ............................................................................. I-27 I.28. 52.222-3 CONVICT LABOR (JUNE 2003) .................................................................. I-29

I.29. 52.222-4 CONTRACT WORK HOURS AND SAFETY

STANDARDS -OVERTIME COMPENSATION (MAY 2014) ................................... I-30

I.30. 52.222-6 CONSTRUCTION WAGE RATE REQUIREMENTS (MAY 2014) ............ I-31

I.31. 52.222-7 WITHHOLDING OF FUNDS (MAY 2014) .................................................. I-33 I.32. 52.222-8 PAYROLLS AND BASIC RECORDS (MAY 2014) ..................................... I-34 I.33. 52.222-9 APPRENTICES AND TRAINEES (JULY 2005) .......................................... I-35

I.34. 52.222-10 COMPLIANCE WITH COPELAND ACT REQUIREMENTS (FEB

1988) ............................................................................................................................... I-37 I.35. 52.222-11 SUBCONTRACTS (LABOR STANDARDS) (MAY 2014) ....................... I-37 I.36. 52.222-12 CONTRACT TERMINATION--DEBARMENT (MAY 2014) ................... I-38

I.37. 52.222-13 COMPLIANCE WITH CONSTRUCTION WAGE RATE

REQUIREMENTS AND RELATED REGULATIONS (MAY 2014) .......................... I-39

I.38. 52.222-14 DISPUTES CONCERNING LABOR STANDARDS (FEB 1988) .............. I-39 I.39. 52.222-15 CERTIFICATION OF ELIGIBILITY (MAY 2014) .................................... I-39 I.40. 52.222-21 PROHIBITION OF SEGREGATED FACILITIES (FEB 1999) .................. I-39 I.41. 52.222-26 EQUAL OPPORTUNITY (MAR 2007) ....................................................... I-40

I.42. 52.222-27 AFFIRMATIVE ACTION COMPLIANCE REQUIREMENTS FOR

CONSTRUCTION (FEB 1999) ...................................................................................... I-42 I.43. 52.222-35 EQUAL OPPORTUNITY FOR VETERANS (JUL 2014) ........................... I-47

I.44. 52.222-36 EQUAL OPPORTUNITY FOR WORKERS WITH DISABILITIES

(JUL 2014) ...................................................................................................................... I-47 I.45. 52.222-37 EMPLOYMENT REPORTS VETERANS (JUL 2014) ............................... I-48

I.46. 52.222-40 NOTIFICATION OF EMPLOYEE RIGHTS UNDER THE

NATIONAL LABOR RELATIONS ACT (DEC 2010) ................................................ I-49 I.47. 52.222-50 COMBATING TRAFFICKING IN PERSONS (FEB 2009) ........................ I-50

I.48. 52.222-55 MINIMUM WAGES UNDER EXECUTIVE ORDER 13658 (DEC

2014) ............................................................................................................................... I-53

I.49. 52.223-3 HAZARDOUS MATERIAL IDENTIFICATION AND MATERIAL

SAFETY DATA (JAN 1997) ALTERNATE I (JUL 1995) ........................................... I-57

I.50. 52.223-5 POLLUTION PREVENTION AND RIGHT-TO-KNOW

INFORMATION (MAY 2011)....................................................................................... I-58

SKramer

SKramer Typewritten Text

SKramer

Yakima Project, WA Amendment 005 v

I.51. 52.223-6 DRUG-FREE WORKPLACE (MAY 2001) ................................................... I-59

I.52. 52.223-9 ESTIMATE OF PERCENTAGE OF RECOVERED MATERIAL

CONTENT FOR EPA-DESIGNATED ITEMS (MAY 2008) ....................................... I-61

I.53. 52.223-17 AFFIRMATIVE PROCUREMENT OF EPA-DESIGNATED ITEMS

IN SERVICE AND CONSTRUCTION CONTRACTS (MAY 2008) .......................... I-61

I.54. 52.223-18 ENCOURAGING CONTRACTOR POLICIES TO BAN TEXT

MESSAGING WHILE DRIVING (AUG 2011) ............................................................ I-62

I.55. WBR 1452.223-80 ASBESTOS-FREE WARRANTY--BUREAU OF

RECLAMATION (OCT 1992) ....................................................................................... I-63

I.56. WBR 1452.223-81 SAFETY AND HEALTH -- BUREAU OF RECLAMATION

(MAY 2010).................................................................................................................... I-63

I.57. WBR 1452.223-82 PROTECTING FEDERAL EMPLOYEES AND THE

PUBLIC FROM EXPOSURE TO TOBACCO SMOKE IN THE FEDERAL

WORKPLACE–BUREAU OF RECLAMATION (DEC 2009) .................................... I-64

I.58. 52.225-9 BUY AMERICAN-CONSTRUCTION MATERIALS (MAY 2014) ............ I-64

I.59. 52.225-13 RESTRICTIONS ON CERTAIN FOREIGN PURCHASES (JUNE

2008) ............................................................................................................................... I-67 I.60. 52.227-1 AUTHORIZATION AND CONSENT (DEC 2007) ...................................... I-68

I.61. 52.227-2 NOTICE AND ASSISTANCE REGARDING PATENT AND

COPYRIGHT INFRINGEMENT (DEC 2007) .............................................................. I-68

I.62. 52.227-4 PATENT INDEMNITY--CONSTRUCTION CONTRACTS (DEC

2007) ............................................................................................................................... I-69 I.63. 52.227-17 RIGHTS IN DATA - SPECIAL WORKS (DEC 2007) ................................ I-69 I.64. 52.228-1 BID GUARANTEE (SEP 1996) ..................................................................... I-70 I.65. 52.228-2 ADDITIONAL BOND SECURITY (OCT 1997) ........................................... I-71

I.66. 52.228-5 INSURANCE--WORK ON A GOVERNMENT INSTALLATION

(JAN 1997)...................................................................................................................... I-71 I.67. 52.228-11 PLEDGE OF ASSETS (JAN 2012) .............................................................. I-72

I.68. 52.228-12 PROSPECTIVE SUBCONTRACTOR REQUESTS FOR BONDS

(MAY 2014).................................................................................................................... I-72 I.69. 52.228-14 IRREVOCABLE LETTER OF CREDIT (DEC 1999) ................................. I-73

I.70. 52.228-15 PERFORMANCE AND PAYMENT BONDS-CONSTRUCTION

(OCT 2010) ..................................................................................................................... I-76

I.71. 1452.228-70 LIABILITY INSURANCE-DEPARTMENT OF THE INTERIOR

(JUL 1996) ...................................................................................................................... I-77

I.72. WBR 1452.228-84 CERTIFICATION OF REPRESENTATIVES FOR

CORPORATE SURETIES--BUREAU OF RECLAMATION (SEP 1996) .................. I-78

I.73. 52.229-3 FEDERAL, STATE, AND LOCAL TAXES (FEB 2013) .............................. I-78

I.74. WBR 1452.231-81 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE

-- BUREAU OF RECLAMATION (JUL 1998) ............................................................. I-79

I.75. 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION

CONTRACTS (MAY 2014) ........................................................................................... I-82 I.76. 52.232-17 INTEREST (MAY 2014) .............................................................................. I-85

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Yakima Project, WA Amendment 005 vi

I.77. 52.232-23 ASSIGNMENT OF CLAIMS (MAY 2014) ................................................. I-86

I.78. 52.232-27 PROMPT PAY FOR CONSTRUCTION CONTRACTS (MAY 2014) ....... I-86

I.79. 52.232-33 PAYMENT BY ELECTRONIC FUNDS TRANSFER-SYSTEM FOR

AWARD MANAGEMENT (JUL 2013) ........................................................................ I-95

I.80. 52.232-39 UNENFORCEABILITY OF UNAUTHORIZED OBLIGATIONS

(JUN 2013)...................................................................................................................... I-96

I.81. 52.232-40 PROVIDING ACCELERATED PAYMENTS TO SMALL

BUSINESS SUBCONTRACTORS (DEC 2013) ........................................................... I-97 I.82. 52.233-1 DISPUTES (MAY 2014) ALTERNATE I (DEC 1991) ................................. I-97 I.83. 52.233-3 PROTEST AFTER AWARD (AUG 1996) ..................................................... I-99

I.84. 52.233-4 APPLICABLE LAW FOR BREACH OF CONTRACT CLAIM (OCT

2004) ............................................................................................................................. I-100 I.85. 52.236-2 DIFFERING SITE CONDITIONS (APR 1984) ........................................... I-100

I.86. 52.236-3 SITE INVESTIGATION AND CONDITIONS AFFECTING THE

WORK (APR 1984) ...................................................................................................... I-100 I.87. 52.236-6 SUPERINTENDENCE BY THE CONTRACTOR (APR 1984) ................. I-101 I.88. 52.236-7 PERMITS AND RESPONSIBILITIES (NOV 1991) ................................... I-101 I.89. 52.236-8 OTHER CONTRACTS (APR 1984) ............................................................. I-101

I.90. 52.236-9 PROTECTION OF EXISTING VEGETATION, STRUCTURES,

EQUIPMENT, UTILITIES, AND IMPROVEMENTS (APR 1984) ........................... I-101 I.91. 52.236-10 OPERATIONS AND STORAGE AREAS (APR 1984) ............................. I-102 I.92. 52.236-11 USE AND POSSESSION PRIOR TO COMPLETION (APR 1984) ......... I-102 I.93. 52.236-12 CLEANING UP (APR 1984) ...................................................................... I-103

I.94. 52.236-13 ACCIDENT PREVENTION (NOV 1991) - ALTERNATE I (NOV

1991) ............................................................................................................................. I-103 I.95. 52.236-14 AVAILABILITY AND USE OF UTILITY SERVICES (APR 1984) ....... I-104

I.96. 52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS (APR 1984) ........ I-104

I.97. 52.236-17 LAYOUT OF WORK (APR 1984) ............................................................. I-105

I.98. 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION (FEB

1997)- ALTERNATE I (APR 1984)............................................................................. I-105 I.99. 52.236-26 PRECONSTRUCTION CONFERENCE (FEB 1995) ................................ I-107

I.100. WBR 1452.236-84 PRESERVATION OF CULTURAL RESOURCES –

BUREAU OF RECLAMATION (FEB 2000) .............................................................. I-107

I.101. WBR 1452.237-80 SECURITY REQUIREMENTS – BUREAU OF

RECLAMATION (FEBRUARY 2011) ALTERNATE III (OCT 2006) ..................... I-109

I.102. 52.242-13 BANKRUPTCY (JUL 1995)....................................................................... I-118 I.103. 52.243-4 CHANGES (JUNE 2007) .............................................................................. I-119

I.104. WBR 1452.243-80 MODIFICATION PROPOSALS -- BUREAU OF

RECLAMATION (DEC 2001) ALTERNATE III (JUL 1998) .................................... I-120 I.105. 52.244-2 SUBCONTRACTS (OCT 2010) ................................................................... I-121 I.106. 52.244-6 SUBCONTRACTS FOR COMMERCIAL ITEMS (OCT 2014) ................. I-123

SKramer Typewritten Text

SKramer

Yakima Project, WA Amendment 005 vii

I.107. 52.248-3 VALUE ENGINEERING—CONSTRUCTION (OCT 2010) -

ALTERNATE I (APR 1984) ........................................................................................ I-124

I.108. 52.249-2 TERMINATION FOR CONVENIENCE OF THE GOVERNMENT

(FIXED-PRICE) (APR 2012)-ALTERNATE I (SEP 1996) ........................................ I-127

I.109. 52.249-10 DEFAULT (FIXED-PRICE CONSTRUCTION) (APR 1984)................... I-131 I.110. 52.252-6 AUTHORIZED DEVIATIONS IN CLAUSES (APR 1984) ........................ I-132 I.111. 52.253-1 COMPUTER GENERATED FORMS (JAN 1991) ...................................... I-132

I.112. 52.203-99 PROHIBITION ON CONTRACTING WITH ENTITIES THAT

REQUIRE CERTAIN INTERNAL CONFIDENTIALITY AGREEMENTS

(DEVIATION 2015-02)................................................................................................ I-132

PART III LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

SECTION J LIST OF ATTACHMENTS ......................................................................................... J-1

PART IV REPRESENTATIONS AND INSTRUCTIONS

SECTION K REPRESENTATIONS, CERTIFICATIONS, AND OTHER STATEMENTS

OF OFFERORS OR RESPONDENTS ....................................................................... K-1

K.1. 52.204-8 ANNUAL REPRESENTATIONS AND CERTIFICATIONS (DEC

2014) ............................................................................................................................... K-1

K.2. 52.203-98 PROHIBITION ON CONTRACTING WITH ENTITIES THAT

REQUIRE CERTAIN INTERNAL CONFIDENTIALITY AGREEMENTS-

REPRESENATION (FEB 2015) .................................................................................... K-4

SECTION L INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS OR

RESPONDENTS ............................................................................................................L-1

L.1. 52.204-16 COMMERCIAL AND GOVERNMENT ENTITY CODE

REPORTING (NOV 2014) .............................................................................................. L-1

L.2. 52.204-18 COMMERCIAL AND GOVERNMENT ENTITY CODE

MAINTENANCE (NOV 2014) ....................................................................................... L-2

L.3. 52.211-1 AVAILABILITY OF SPECIFICATIONS LISTED IN THE GSA

INDEX OF FEDERAL SPECIFICATIONS, STANDARDS AND

COMMERCIAL ITEM DESCRIPTIONS, FPMR PART 101-29 (AUG 1998) ............. L-3

L.4. 52.211-3 AVAILABILITY OF SPECIFICATIONS NOT LISTED IN THE GSA

INDEX OF FEDERAL SPECIFICATIONS, STANDARDS AND

COMMERCIAL ITEM DESCRIPTIONS (JUN 1988) .................................................. L-3

L.5. 52.211-6 BRAND NAME OR EQUAL (AUG 1999) (DEVIATION) ........................... L-3

L.6. WBR 1452.211-80 NOTICE OF INTENT TO ACQUIRE METRIC PRODUCTS

AND SERVICES - BUREAU OF RECLAMATION (MAR 1993) ............................... L-4

L.7. 52.215-1 INSTRUCTIONS TO OFFERORSBCOMPETITIVE ACQUISITION

(JAN 2004)....................................................................................................................... L-5

L.8. 1452.215-71 USE AND DISCLOSURE OF PROPOSAL

INFORMATION--DEPARTMENT OF THE INTERIOR (APR 1984) ......................... L-9

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Yakima Project, WA Amendment 005 viii

L.9. PROPOSAL PREPARATION INSTRUCTIONS ......................................................... L-11

L.10. FACSIMILE ACKNOWLEDGMENT OF AMENDMENTS, MODIFICATIONS

TO OFFERS, AND WITHDRAWALS OF OFFERS-BUREAU OF

RECLAMATION--PN REGION (APR 2007) .............................................................. L-12

L.11. 52.216-1 TYPE OF CONTRACT (APR 1984) ............................................................. L-13

L.12. 52.222-5 CONSTRUCTION WAGE RATE REQUIREMENTS—SECONDARY

SITE OF THE WORK (MAY 2014) ............................................................................. L-13

L.13. 52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO

ENSURE EQUAL EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION

(FEB 1999)..................................................................................................................... L-13

L.14. NON-DISCRIMINATION NOTICE TO U.S. DEPARTMENT OF THE

INTERIOR CONTRACTORS, SUBCONTRACTORS, AND LESSORS --

BUREAU OF RECLAMATION -- PN REGION (JAN 2000) ..................................... L-15

L.15. 52.225-10 NOTICE OF BUY AMERICAN REQUIREMENT—

CONSTRUCTION MATERIALS (MAY 2014) ........................................................... L-15

L.16. 52.233-2 SERVICE OF PROTEST – DEPARTMENT OF THE INTERIOR

(SEPT 2006) (DEVIATION) ......................................................................................... L-16

L.17. 52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) ALTERNATE I (FEB

1995) .............................................................................................................................. L-16

L.18. 52.236-28 PREPARATION OF PROPOSALS--CONSTRUCTION (OCT 1997) ....... L-17

L.19. 52.252-5 AUTHORIZED DEVIATIONS IN PROVISIONS (APR 1984) ................... L-17

SECTION M EVALUATION FACTORS FOR AWARD .............................................................. M-1 M.1. BASIS FOR CONTRACT AWARD .............................................................................. M-1

M.2. WBR 1452.225-82 NOTICE OF WORLD TRADE ORGANIZATION

GOVERNMENT PROCUREMENT AGREEMENT EVALUATIONS--

BUREAU OF RECLAMATION (MAY 2005) .............................................................. M-2

Amendment No. 005

(Revised)

01 33 00 - 8

Table 01 33 00A - List of Submittals

* Submittal types: A - Approval, I - Information. CP indicates that the submittal is required to be shown on the Construction Schedule; see contract clause H.1 entitled "Construction Program." ** CO indicates Contracting Officer and COR indicates Program Manager, Construction Engineering Group.

PMWFS-DELETED

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Type

Respon-sible code

No. of sets to be sent: **

CO COR

01 74 10-1 Cleaning Hazardous waste management plan

At least 28 days before commencing construction activities, if it is anticipated that hazardous wastes may be generated or temporarily stored on site

A COR 0 3

01 74 10-2 Cleaning Test results on unknown wastes

Within 10 days of testing wastes

I COR 0 1

01 74 10-3 Cleaning Tabulation of construction and demolition waste

Monthly I COR 0 1

01 74 10-4 Cleaning Selected treatment storage and disposal facility for hazardous waste

At least 15 days prior to hazardous waste disposal

A COR 0 3

01 74 10-5 Cleaning Hazardous waste manifest

At least 7 days prior to hazardous waste disposal, for approval and signature

A COR 0 3

01 74 10-6 Cleaning Signed returned hazardous waste manifest

Within 48 hours of receiving signatures

I COR 0 1

01 74 10-7 Cleaning Waste production and disposal records

Within 5 days of waste disposal

I COR 0 1

01 74 10-8 Cleaning Environmental consultant resume

At least 35 days before beginning environmental assessment

A COR 0 3

01 74 10-9 Cleaning Environmental site assessment

Within 14 days of completion of work

I COR 0 1

01 78 30-1 Project Record Documents

Final As-built drawings

Within 14 days of completion of work

I COR 0 2

02 41 13-1 Selective site demolition

Demolition Plan At least 14 days prior to starting demolition

A COR 0 3

03 30 00-1 Cast-in-Place Concrete

Material Approval Data

At least 14 days prior to placement of concrete

A COR 0 3

03 30 00-2 Cast-in-Place Concrete

Concrete Repair Methods

At least 14 days prior to reparing concrete

A COR 0 3

SKramer Typewritten Text

SKramer Typewritten Text

01 33 00 - 9

* Submittal types: A - Approval, I - Information. CP indicates that the submittal is required to be shown on the Construction Schedule; see contract clause H.1 entitled "Construction Program." ** CO indicates Contracting Officer and COR indicates Program Manager, Construction Engineering Group.

PMWFS-DELETED

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Type

Respon-sible code

No. of sets to be sent: **

CO COR

03 20 30-1 Grouted Anchor Bars

Approval Data At least 14 days prior to installing grouted anchor bars

A COR 0 3

03 20 30-2 Grouted Anchor Bars

Instructions At least 14 days prior to installing grouted anchor bars

I COR 0 1

06 25 10-1 Wood Flume Pressure-treated Dimensional Lumber Approval Data

At least 14 days prior to delivering lumber

A COR 0 3

06 25 10-2 Wood Flume Marine Plywood Approval Data

At least 14 days prior to delivering plywood

A COR 0 3

06 25 10-3 Wood Flume Anchors Approval Data

At least 14 days prior to installing anchors

A COR 0 3

06 25 10-4 Wood Flume Anchors Instructions At least 14 days prior to installing anchors

A COR 0 3

06 25 10-5 Wood Flume Wall Framing Connection Approval Data

At least 14 days prior to installing framing anchors

A COR 0 3

06 25 10-6 Wood Flume Wall Framing Connection Instructions

At least 14 days prior to installing framing anchors

A COR 0 3

06 25 10-7 Wood Flume Adhesive Approval Data

At least 14 days prior to applying adhesive

A COR 0 3

06 25 10-8 Wood Flume Adhesive Instructions At least 14 days prior to applying adhesive

A COR 0 3

06 25 10-9 Wood Flume Light Duty Exterior Waterproofer Approval Data

At least 14 days prior to applying waterproofer

A COR 0 3

06 25 10-10 Wood Flume Light Duty Exterior Waterproofer Instructions

At least 14 days prior to applying waterproofer

A COR 0 3

06 25 10-11 Wood Flume Waterproof Coating System Approval Data

At least 14 days prior to applying coating

A COR 0 3

06 25 10-12 Wood Flume Waterproof Coating System Instructions

At least 14 days prior to applying coating

A COR 0 3

06 25 10-13 Wood Flume Miscellaneous Fasteners Approval Data

At least 14 days prior to installing fasteners

A COR 0 3

06 25 10-14 Wood Flume Wire Mesh Approval Data

At least 14 days prior to installing wire mesh

A COR 0 3

01 33 00 - 10

* Submittal types: A - Approval, I - Information. CP indicates that the submittal is required to be shown on the Construction Schedule; see contract clause H.1 entitled "Construction Program." ** CO indicates Contracting Officer and COR indicates Program Manager, Construction Engineering Group.

PMWFS-DELETED

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Type

Respon-sible code

No. of sets to be sent: **

CO COR

06 25 10-15 Wood Flume Wood Preservative Approval Data

At least 14 days prior to applying wood preservative

A COR 0 3

07 92 10-1 Sealant Approval Data At least 14 days prior to applying adhesive

A COR 0 3

07 92 10-2 Sealant Instructions At least 14 days prior to applying adhesive

I COR 0 1

07 92 10-3 Sealant Documentation At least 14 days prior to applying adhesive

I COR 0 1

END OF SECTION

Vehicular Access and Parking

01 55 00 - 1

SECTION 01 55 00

VEHICULAR ACCESS AND PARKING

PART 1 GENERAL

1.01 COST

A. Include in prices offered in the schedule for other items of work.

1.02 REGULATORY REQUIREMENTS

A. Meet requirements established by jurisdictional authority for use of existing roadways and haul routes; including seasonal or other limitations or restrictions, payment of excess size and weight fees, and posting of bonds conditioned upon repair of damage.

B. Comply with applicable regulations for haul routes over public highways, roads, or bridges.

1.03 SITE CONDITIONS

A. Rights-of-way for access to work from existing roads will be established by the Government.

1. In accordance with the clause at FAR 52.236-10, “Operations and Storage Areas,” use only established roadways, parking areas, and haul routes; or temporary roadways, parking areas, or haul routes constructed by the Contractor when and as authorized by the CO.

2. Subject to the clause at FAR 52.249-10, “Default (Fixed-Price Construction),” unavailability of transportation facilities or limitations thereon shall not become a basis for claims for damages or extension of time for completion of work.

1.04 ACCESS TO WORK

A. Access to dam: paved county road from State Highway 903 to Cle Elum Main Dike and Dam.

1. Coordinate with COR for keys to gate

2. Gate shall be kept closed and locked when not in use

B. Access to spillway: Over spillway bridge, through lockable chain link gate, dirt ramp from southwest abutment, across reservoir bed, and onto concrete spillway apron.

C. Alternate access to spillway: Via Suncadia Resort, then via dirt ramp from southwest abutment, across reservoir bed, and onto concrete spillway apron. Directions through Suncadia:

SKramer Typewritten Text (revised)

SKramer Typewritten Text

01 55 00 - 2

1. At the Bullfrog Road exit on I-90, set odometer to 0. Travel north on Bullfrog Road (a paved collector road), crossing the Cle Elum River at 0.5 miles. At 0.9 miles, turn left on Tumble Creek Drive (paved residential road). Pass the guard station for Suncadia. Coordinate with COR for access privileges through the guard station. Continue north west on Tumble Creek Drive, crossing the Cle Elum River at 2.2 miles. The bridge has a 16’ height limit and H-20 load rating.

At mile 3.4, pass Jenkins Drive, an alternate access route from the Bullfrog Road.

At mile 4.9, Tumble Creek Drive becomes a single lane dirt track. Continue on the dirt track, veer right at mile 5.05 and turn right at mile 5.2 onto a dirt track running east-west. At mile 5.4 turn left onto a dirt track heading north. Cross Domerie Creek at mile 6.1. At mile 6.4, turn left onto a dirt track heading west (up river). Veer left at mile 6.45. Veer right at mile 6.8. Continue north to the dam spillway at mile 7.0

D. Access to downstream spillway floor: through radial gate bay; coordinate with COR to raise gate.

1.05 ACCESS LIMITATIONS

A. Spillway bridge is limited to 10 ton, 8-foot wide vehicles and mobile equipment.

Contractor’s employees in personal vehicles are not allowed past the yellow gate on Lake Cle Elum Dam Road.

B. Contractor vehicles using the spillway floor are limited to a Gross Vehicle Weight (GVW) of less than 10 tons.

C. Contractor vehicle wheel loadings and equipment loads are not permitted within 8 feet of the outside of the spillway walls.

D. Contractor access through Suncadia is limited as follows:

E. Between hours of 7 a.m. and 7 p.m.

F. No access on weekends.

G. No access on the following holidays: Labor Day, Thanksgiving, Christmas, New Year’s, Memorial Day, and July 4th.

H. Contractor’s employees in personal vehicles are not allowed to access the site through Suncadia.

1.06 PARKING

A. Contractor’s employees in personal vehicles park in the gravel parking lot located north of the yellow gate on Lake Cle Elum Dam Road.

SKramer

01 55 00 - 3

B. Contractor vehicles or equipment park in established cleared areas on Government land, subject to the approval of the COR.

1.07 PARKING LIMITATIONS

A. Contractor vehicle or equipment parking is not allowed on the dam.

PART 2 PRODUCTS

2.01 MATERIALS

A. Materials to maintain and repair existing roadways, parking areas, and haul routes: In accordance with requirements of jurisdictional authority.

PART 3 EXECUTION

3.01 EXAMINATION

A. Investigate condition of available public or private roads for clearances, restrictions, bridge-load limits, bond requirements, and other limitations that affect or may affect access and transportation operations to and from the jobsite.

3.02 ESTABLISHED ROADWAYS AND PARKING AREAS

A. Established roadways and parking areas shown on the plans are available for the Contractor's use subject to existing restrictions and approval of the COR.

1. DELETED

2. Minor grading and shaping of the established access ramp on the southwest side of the dam is permissible. Clearing trees or importing fill to improve the ramp is not permitted.

3.03 MAINTENANCE

A. Maintain roadways, parking areas, and haul routes in a sound, smooth condition.

B. Snow removal for convenience of the Contractor or to facilitate work operations of the Contractor is considered to be normal required maintenance.

3.04 REPAIR

A. Promptly repair ruts, broken pavement, potholes, low areas with standing water, and other deficiencies to maintain road surfacing and drainage in original or specified condition.

END OF SECTION

SKramer

01 74 10 - 3

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 PROGRESS CLEANING

A. Keep work and storage areas free from accumulations of waste materials and rubbish.

3.02 FINAL CLEANUP

A. Remove temporary plant facilities, buildings, concrete footings and slabs, rubbish, unused materials, concrete forms, and other similar materials which are not part of permanent work.

B. Leave premises "broom clean."

3.03 SOLID WASTE DISPOSAL

A. Combustible, solid, construction or demolition waste materials: Transport to burn pit located on north side of main dike (see site plan). Mound up timbers and plywood in a pile at center of burn pit. Miscellaneous metal fasteners and framing angles attached to the timbers and plywood do not need to be removed before transporting them to the burn pit.

B. Noncombustible, solid, construction or demolition waste: Dispose by removal from jobsite.

C. Disposal by removal:

1. Dispose of waste materials at a permitted landfill. Make arrangements with owner for use of landfill and pay required fees.

D. Do not burn waste materials.

E. Do not bury waste materials.

3.04 HAZARDOUS WASTE DISPOSAL

A. Recycle hazardous waste whenever possible.

B. Provide a hazardous waste manifest for approval and signature.

C. Transport hazardous waste in accordance with 40 CFR 263.

01 74 10 - 4

D. Dispose of waste materials known or found to be hazardous at a treatment or disposal facility approved by the Reclamation Hazardous Materials Coordinator or designee.

E. Ensure land disposal of hazardous waste is in accordance with 40 CFR 268.

F. Provide a returned signed original hazardous waste manifest following acceptance of waste at the designated facility.

3.05 SITE ASSESSMENT

A. Upon completion of work, perform site assessment at following areas for work done under these specifications:

1. Hazardous waste accumulation areas.

2. Petroleum dispensing and storage areas, and hazardous material storage areas where aggregate storage of petroleum or hazardous materials at jobsite was over 110 gallons.

B. Employ qualified environmental consultant to perform assessments.

C. Demonstrate and document by appropriate analytical sampling that site contamination is less than State action cleanup levels.

3.06 RECORDS

A. Keep records of types and amounts of waste materials produced.

B. Keep records of waste material disposal.

Amendment No. 005

(Revised) 03 20 00 - 1

SECTION 03 20 00

CONCRETE REINFORCING

PART 1 GENERAL

1.01 PAYMENT

A. Payment: Include in the lump sum price offered in the schedule.

1.02 REFERENCE STANDARDS

A. American Concrete Institute (ACI)

1. ACI 315-99 Details and Detailing of Concrete Reinforcement (Part of SP-66-04 ACI Detailing Manual)

B. ASTM International (ASTM)

1. ASTM A615/A615M-14 Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

2. ASTM A996/A996M-14 Rail-Steel and Axle-Steel Deformed Bars for Concrete Reinforcement

1.03 DELIVERY, STORAGE, AND HANDLING

A. Store reinforcement of different sizes and shapes in separate piles or racks raised above the ground to avoid rusting.

B. Protect from contaminants such as grease, oil, and dirt.

C. Provide for identification after bundles are broken and tags removed.

PART 2 PRODUCTS

2.01 STEEL REINFORCING

A. Reinforcing Bars:

1. ASTM A615, Grade 60; or ASTM A996, Type A, Grade 60.

2. Deformed steel bar.

2.02 ACCESSORIES

A. Chairs, hangers, spacers, and other supports:

1. Material: Concrete, metal or other approved material.

Amendment No. 005

(Revised) 03 20 00 - 2

a. Compressive strength of precast concrete blocks: Equal to or greater than surrounding concrete.

PART 3 EXECUTION

3.01 INSTALLATION

A. Clean reinforcement surfaces of heavy, flaky rust; loose mill scale; dirt; grease; and other foreign substances before placement.

B. Field bending not allowed unless approved by COR.

1. Do not use heat to bend.

C. Do not use torch to cut.

D. Accurately place reinforcement:

1. Place reinforcement as shown on standard drawing 40-D-6263, unless otherwise shown on reinforcement design drawings.

2. Unless otherwise prescribed, placement dimensions shall be to the centerline of the bars.

3. Place reinforcement with a clear distance of 1 inch, minimum, between reinforcement and anchor bolts, form ties, or other embedded metalwork unless otherwise shown on drawings.

E. Splices:

1. Locate where shown on drawings, unless otherwise approved by COR.

2. Reinforcement may be spliced at additional locations for the convenience of the Contractor, subject to approval of COR

F. Do not weld or tack weld reinforcing bars.

G. Secure reinforcement in place so that it will not be displaced during concrete placement.

H. Do not disturb reinforcement in concrete that has been placed.

I. Tolerances:

1. Maintain concrete cover over reinforcement within 1/2 inch of specified cover where specified cover is greater than 2-1/2 inches.

2. Maintain concrete cover over reinforcement within 1/4 inch of specified cover where specified cover is 2-1/2 inches or less.

3. Maintain spacing of reinforcing bars within 1 inch of required spacing.

END OF SECTION

03 20 30 - 1

SECTION 03 20 30

GROUTED ANCHOR BARS

PART 1 GENERAL

1.01 PAYMENT

A. Payment: include in the lump sum price offered in the schedule.

1.02 REFERENCE STANDARDS

A. American Concrete Institute (ACI)

1. ACI 355.4-11 Qualification of Post-Installed Adhesive Anchors in Concrete and Commentary

B. ASTM International (ASTM)

1. ASTM C 881/C 881M-13 Epoxy-Resin-Base Bonding Systems for Concrete

C. International Code Council (ICC)

1. ICC AC308-13 Acceptance Criteria for Post-Installed Adhesive Anchors in Concrete Elements

1.03 SUBMITTALS

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

B. RSN 03 20 30-1, Approval Data:

1. Grout manufacturer’s product data.

C. RSN 03 20 30-2, Instructions:

1. Grout manufacturer’s environmental, product storage, preparation, mixing, and installation instructions.

1.04 DELIVERY, STORAGE, AND HANDLING

A. Deliver epoxy materials to jobsite in manufacturer’s original unopened packaging with labels and seals intact.

B. Store epoxy materials in protected area in accordance with manufacturer’s instructions.

03 20 30 - 2

PART 2 PRODUCTS

2.01 ANCHOR BARS

A. Anchor bars: Deformed steel reinforcing bar in accordance with Section 03 20 00 – Concrete Reinforcing.

B. Fabricate to required shape before placement.

2.02 EPOXY GROUT

A. HIT HY 200 or HIT-ICE Adhesive manufactured by HILTI, PO Box 21148, Tulsa OK 74121; or equal, having following essential characteristics:

1. Injectable two-component resin adhesive.

2. Dual packaging system designed for automatic mixing during injection.

3. Minimum ultimate bond strength of 15,900 pounds for No. 5 reinforcing bar embedded 7-1/2 inches into uncracked concrete with 4,000 pounds per square inch compressive strength.

4. Qualified per ICC AC308.

B. Epoxy resin and aggregate system for bonding steel to concrete.

C. Formulated for temperature and environmental conditions at jobsite during installation.

PART 3 EXECUTION

3.01 PREPARATION

A. Clean bar before placement.

1. Remove heavy flaky rust, loose mill scale, dirt, grease, and other foreign substances.

2. Epoxy grouted anchor bars: Clean and prepare in accordance with grout manufacturer’s instructions.

B. Locate reinforcing bars in existing reinforced concrete with suitable reinforcing bar locator before drilling holes in concrete.

C. Where excavation is required in areas where anchor bars will be placed, do not drill holes for anchor bars until excavation has been completed.

3.02 INSTALLATION

A. Epoxy grouted anchor bars:

1. Drill holes for anchor bars where indicated on drawings.

03 20 30 - 3

a. In existing reinforced concrete, adjust hole locations to avoid drilling into reinforcement. Do not exceed 6 inches deviation from locations shown on drawings.

b. Drill, clean, and prepare anchor hole in accordance with grout manufacturer’s instructions.

c. Make hole diameter as recommended by grout manufacturer for bar size.

d. Remove dust and standing water from hole.

2. Mix and install grout in accordance with manufacturer’s instructions.

3. Remove grout from exposed end of anchor bar by methods recommended by grout manufacturer.

B. Embedment:

1. Minimum: 6 inches

2. Maximum: 12 inches

3.03 CONTRACTOR FIELD INSPECTION

A. Periodic Inspection

1. In accordance with ACI 355.4.

2. Inspect initial installations of each type and size of adhesive anchor.

a. Subsequent installations of the same anchor type and size by the same personnel do not require inspection.

b. Changes to the anchor type, size or installation personnel require inspection.

3. Inspect:

a. Drill bits.

b. Drilling method and hole cleaning meet manufacturer’s instructions.

c. Anchor edge distance and spacing.

d. Hole diameter and depth.

e. Anchor type, material, diameter and length.

f. Adhesive identification and expiration date.

3.04 PROTECTION

A. Maintain installed bar in correct position and protect from movement until grout has fully cured.

03 30 00 - 1

SECTION 03 30 00

CAST-IN-PLACE CONCRETE

PART 1 GENERAL

1.01 REQUIREMENT

A. Provide all labor, materials, and equipment required to place cast-in-place concrete into two depressions in the spillway floor. The two depressions were used to house pit tag detector arrays which have been removed.

1.02 PAYMENT

A. Include in the lump sum price offered in the schedule.

1.03 REFERENCE STANDARDS

A. ASTM International (ASTM)

1. ASTM C 31/C 31M-08b Making and Curing Concrete Test Specimens in the Field

2. ASTM C 33/C 33M-08 Concrete Aggregates

3. ASTM C 39/C 39M-05 Compressive Strength of Cylindrical Concrete Specimens

4. ASTM C 42/C 42M-04 Obtaining and Testing Drilled Cores and Sawed Beams of Concrete

5. ASTM C 94/C 94M-09 Ready-Mixed Concrete

6. ASTM C 114-09 Chemical Analysis of Hydraulic Cement

7. ASTM C 143/C 143M-08 Slump of Hydraulic-Cement Concrete

8. ASTM C 150-07 Portland Cement

9. ASTM C 171-07 Sheet Materials for Curing Concrete

10. ASTM C 231-09 Air Content of Freshly Mixed Concrete by the Pressure Method

11. ASTM C 260-06 Air-Entraining Admixtures for Concrete

12. ASTM C 309-07 Liquid Membrane-Forming Compounds for Curing Concrete

13. ASTM C 494/C 494M-08a Chemical Admixtures for Concrete

14. ASTM C 618-08a Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete

03 30 00 - 2

15. ASTM C 1017/C 1017M-07 Chemical Admixtures for Use in Producing Flowing Concrete

16. ASTM C 1602/C 1602M-06 Mixing Water Used in the Production of Hydraulic Cement Concrete

17. ASTM D 1751-04(2008) Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types)

18. ASTM D 1752-04a(2008) Preformed Sponge Rubber Cork and Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural Construction

B. International Concrete Repair Institute (ICRI)

1. ICRI 310.2R-2013 Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, Polymer Overlays, and Concrete Repairs

C. Bureau of Reclamation (USBR)

1. USBR M-47 Standard Specifications for Repair of Concrete, August 1996 (Appendix A of “Guide to Concrete Repair” available at http://www.usbr.gov/pmts/materials_lab/ repairs/guide.pdf)

2. USBR Concrete Manual Concrete Manual, Eighth Edition, Revised Reprint, 1981

1.04 SUBMITTALS

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

B. RSN 03 30 00-1, Material Approval Data:

1. Mix Design: For each concrete mix design.

2. Name and manufacturer of each cementitious material, aggregate source, admixture, curing compound, and joint filler.

a. The Government reserves the right to require submission of manufacturer’s test data and certification of compliance with specifications.

b. The Government reserves the right to require submission of samples of concrete materials for testing before or during use in concrete.

3. Cementitious materials certifications and test reports:

03 30 00 - 3

a. Manufacturer’s certification and test reports for each lot from which shipments are drawn.

1) Certify materials were tested during production or transfer in accordance with specified reference specification.

2) Submittal of certification and test reports shall not relieve Contractor of responsibility for furnishing materials meeting specified requirements.

C. RSN 03 30 00-2, Concrete Repair Methods, if required.

1.05 DELIVERY, STORAGE, AND HANDLING

A. Furnish batch ticket with each batch of concrete in accordance with ASTM C 94. Deliver ticket to COR at jobsite during batch delivery.

PART 2 PRODUCTS

2.01 CEMENTITIOUS MATERIALS

A. Cementitious materials options:

1. Specified portland cement plus 20 percent plus or minus 5 percent by weight specified pozzolan.

B. Portland cement:

1. ASTM C 150, Type II.

2. Meet equivalent alkalies requirements of ASTM C 150 - Table 2.

3. Meet false-set requirements of ASTM C 150 - Table 4.

C. Pozzolan:

1. ASTM C 618, Class F, except,

a. Sulfur trioxide, maximum: 4.0 percent.

b. Loss on ignition, maximum: 2.5 percent.

c. Test for effectiveness in controlling alkali-silica reaction under optional physical requirements in Table 2 of ASTM C 618. Use low-alkali cement for test.

d. Does not decrease sulfate resistance of concrete by use of pozzolan.

1) Demonstrate pozzolan will have an “R” factor less than 2.5.

2) R = (C-5)/F

3) C: Calcium oxide content of pozzolan in percent determined in accordance with ASTM C 114.

03 30 00 - 4

4) F: Ferric oxide content of pozzolan in percent determined in accordance with ASTM C 114.

2.02 WATER

A. ASTM C 1602, including optional requirements of Table 2.

2.03 AGGREGATE MATERIALS

A. Fine aggregate: ASTM C 33.

B. Coarse aggregate: ASTM C 33, Gradings for either Size No. 467 (1-1/2 in. to No. 4) or size No. 47 (1 in to No. 4).

2.04 ADMIXTURES

A. Air-entraining admixture:

1. ASTM C 260.

2. Use a neutralized vinsol resin formulation for air-entraining admixture used with ASTM C 494, Type F or G; and ASTM C 1017, Type I or II chemical admixtures.

B. Chemical admixtures:

1. Allowable chemical admixtures:

a. ASTM C 494, Type A, D, F, or G.

b. ASTM C 1017, Type I or II.

c. ASTM C 494, Type C and E, provided they do not contain chlorides.

2. Do not use chemical admixtures which contain more than 0.1 percent chloride, by weight.

2.05 CURING MATERIALS

A. Water: ASTM C 1602, including optional requirements of Table 2.

B. Curing compound: ASTM C 309.

C. Polyethylene film: ASTM C 171, white opaque.

2.06 MIX

A. The Contractor shall design and adjust concrete mix.

1. The Government reserves the right to adjust mix proportions when need for adjustment is indicated by results of materials testing.

a. When required, adjustment of mix proportions by the Government will be in accordance with USBR Concrete Manual.

03 30 00 - 5

B. Use one of specified cementitious materials options.

C. Net water-cementitious materials ratio: 0.45, maximum, by weight.

D. Slump: In accordance with ASTM C 143.

1. Concrete in slabs: 1 to 3 inches at placement, except as specified.

2. Other concrete: 2 to 4 inches at placement, except as specified.

3. When first mixed, maximum: 5 inches.

4. Concrete with ASTM C 1017, Type I or II chemical admixtures: Use slump appropriate for placing conditions.

E. Compressive strength:

1. At 28 days, minimum: 4000 lb/in2.

a. Acceptance criteria:

1) In accordance with ASTM C 94, plus 90 percent of test cylinders exceed specified compressive strength at 28 days.

F. Air entrainment: 4 to 6 percent air by volume of concrete as discharged at placement, in accordance with ASTM C 231.

2.07 BATCHING, MIXING, AND TRANSPORTING

A. Manufacture and deliver in accordance with ASTM C 94.

B. Prevent appreciable segregation of ingredients, or slump loss exceeding 2 inches in concrete delivered to work.

2.08 CONCRETE TEMPERATURE

A. Concrete temperature at placing: 50 to 90 degrees F (10 to 32 degrees C).

2.09 CONTRACTOR QUALITY TESTING

A. Testing:

1. Independent testing laboratory shall perform sampling, testing, and reporting as required in Table 03 30 00A - Contractor Materials Testing Requirements and Frequency.

a. Independent testing…