16b2-Am-0005.pdf

1. CONTRACT ID CODE PAGE OF PAGES

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1 2

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

AM-0005 19 May 16

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

CECT – Contracting Division USACE, Honolulu District Bldg 252 (CECT-POH) Ft Shafter, HI 96858-5440

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State, and Zip Code) (x) 9A. AMENDMENT OF SOLICITATION NO.

W9128A-16-B-0002 X

9B. DATED (SEE ITEM 11)

02/26/2016

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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 Items 8 and 15, and returning __1__ copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR 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.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

FY14 MCA PN 059779 Echo Pier Restoration, U.S. Army Kwajalein Atoll (USAKA), Republic of the Marshall Islands

See Page 2 of 2 Pages

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

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

BY

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

NSN 7540-01-152-8070

PREVIOUS EDITION UNUSABLE

30-105 STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Am-0005 Standard Form 30

RFP No. W9128A-16-B-0002 Page 2 of 2 Pages

Item No. 14 (Continued)

1. CHANGES TO SPECIFICATIONS. Attached hereto are revised, replaced, and additions to sections to the specifications. Revised pages replace like-numbered pages. The revision mark (Am-

0005) is shown on each revised page.

A. REVISED SECTIONS. The following changes were made to the solicitation and are indicated in bold:

Project Table of Contents

Section 01 90 00, Addendum 1

Section 03 20 00.00 10 – paragraph: 2.6.2

Section 05 12 00 – paragraphs: 1.3, 2.2.1.1, 2.2.1.2., 2.2.1.3, 2.2.2.1, 2.2.2.2, 2.2.2.3, 2.2.3.1., 2.2.3.2, 2.2.3.3, 2.2.4.1, 2.2.4.2, 2.2.4.3, 2.2.4.4., 2.4., 2.6.2, 2.6.2.2

Section 08 33 23 – paragraphs: 2.4.1, 2.5.1

Section 23 07 00 – paragraph: 3.1.7

Section 31 00 00 – paragraph: 3.10

B. REPLACED PAGES. The following pages are to be replaced in its entirety:

Section 01 90 00, Addendum 1, Figure 1c - COSA.

C. REPLACED SECTIONS. The following sections are to be replaced in its entirety:

Section 09 97 13.26, Coasting of Steel Waterfront Structures, Zero VOC, (SZC) Splash Zone

Coating

D. ADDITIONS TO SECTIONS. The following are added to the solicitation:

Section 00 73 00, Appendix D, Response to Request for Informations #50, 246, and 271 to 291.

2. CHANGES TO DRAWINGS.

A. REVISED DRAWINGS. The following revised drawings replaced like-numbered drawings and are issued herewith:

SHEET ID SHEET NO. MARK REVISION DATE

G-004 4 of 309 3 5/10/2016

CD104 36 of 309 3 5/10/2016

CD114 46 of 309 3 5/10/2016

CD115 47 of 309 3 5/10/2016

CD116 48 of 309 3 5/10/2016

CG102 50 of 309 3 5/10/2016

CU301 97 of 309 3 5/10/2016

CU504 113 of 309 3 5/10/2016

S-002 120 of 309 3 5/18/2016

S-011 121 of 309 3 5/12/2016

S-703 155 of 309 3 5/18/2016

E-606 206 of 309 3 5/13/2016

3. The bid opening has changed. See SF 1442, Page 1, Block 13A.

(Am-0005)

FY14 MCA PN 059779 Echo Pier Restoration, U.S. Army Kwajalein Atoll (USAKA), Republic of the Marshall Islands

X

DAYNA MATSUMURA 808-835-4379

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

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

NEGOTIATED

26-Feb-2016

(RFP)

(IFB)

CALL:

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

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION

INFORMATION

A. NAME

SOLICITATION

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

Prescribed by GSA FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance within _______ 7 calendar days and complete it within ________ ** calendar days after receiving award, X notice to proceed. This performance period is X mandatory, negotiable. (See _______________.) 52.211-10

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

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

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________ 1 copies to perform the work required are due at the place specified in Item 8 by ___________ local time ______________ 09 Jun 2016 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

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

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

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.

D. Offers providing less than _______ 90 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

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

4. CONTRACT NO.

7. ISSUED BY CODE

CECT - CONTRACTING DIVISION

USACE, HONOLULU DISTRICT

DISTRICT

BLDG 252 (CECT-POH)

POH)

FT. SHAFTER HI 96858-5440

W9128A

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM

PM

(hour)

Sealed envelopes containing offers

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

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

FAX: TEL: TEL: FAX:

W9128A-16-B-0002 72

** See Section 00 72 00, Clause 52.211-10

(Am-0005)

20B. SIGNATURE

(REV. 4-85) STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued)

(Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the 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.

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

AMOUNTS SEE SCHEDULE OF PRICES

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c)

2304(c)

41 U.S.C. 253(c)

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

(Include ZIP Code) 14. NAME AND ADDRESS OF OFFEROR

DUNS No. ____________________

Cage Code: ___________________ TIN: ___________________

15. TELEPHONE NO. (Include area code)

See Item 14

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

30B. SIGNATURE

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

document and return _______ copies to issuing office.) Contractor agrees Your offer on this solicitation, is hereby accepted as to the items listed. This award con-to furnish and deliver all items or perform all work, requisitions identified summates the contract, which consists of (a) the Government solicitation and on this form and any continuation sheets for the consideration stated in this your offer, and (b) this contract award. No further contractual document is contract. The rights and obligations of the parties to this contract shall be necessary.

governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications or incorporated by refer-ence in or attached to this contract.

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

30C. DATE

(Type or print)

TEL: EMAIL:

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

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this 28. NEGOTIATED AGREEMENT

(Must be fully completed by offeror) OFFER

FY14 MCA PN 059779 Echo Pier Restoration W9128A-09-D-0023 U.S. Army Kwajalein Atoll (USAKA)

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 32 00 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL SYSTEM (QCS)

01 45 04 CONTRACTOR QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 57 20 ENVIRONMENTAL PROTECTION

01 57 23 STORM WATER POLLUTION PREVENTION MEASURES

01 62 35 RECYCLED / RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION DEBRIS RECYCLING

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS

02 82 33.13 20 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DIVISION 03 - CONCRETE

03 20 00.00 10 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

03 31 29 MARINE CONCRETE

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 05 23 WELDING, STRUCTURAL

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 60 00 FLASHING AND SHEET METAL

07 61 15.00 20 ALUMINUM STANDING SEAM ROOFING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

PROJECT TABLE OF CONTENTS Page 1 Am-0005

PROJECT TABLE OF CONTENTS Page 2

FY14 MCA PN 059779 Echo Pier Restoration W9128A-09-D-0023 U.S. Army Kwajalein Atoll (USAKA)

08 22 20 FIBERGLASS REINFORCED PLASTIC (FRP) DOORS, FRAMES AND

WINDOW FRAMES

08 33 23 OVERHEAD COILING DOORS

08 60 45 TRANSLUCENT PANELS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 51 00 ACOUSTICAL CEILINGS

09 90 00 PAINTS AND COATINGS

09 96 00 HIGH-PERFORMANCE COATINGS

09 97 13.26 COATING OF STEEL WATERFRONT STRUCTURES, ZERO VOC, (SZC)

SPLASH ZONE COATING

09 97 13.27 COATING OF STEEL WAREHOUSE STRUCTURES

09 97 13.28 PROTECTION OF BURIED STEEL BULKHEAD TIE RODS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 14 01 EXTERIOR SIGNAGE

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 56 14 PALLET RACKS

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 53.00 20 SPACE TEMPERATURE CONTROL SYSTEMS

23 23 00 REFRIGERANT PIPING

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 11 16 SECONDARY UNIT SUBSTATIONS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 27 29 MARINA ELECTRICAL WORK

26 28 00.00 10 SWITCHBOARDS AND PANELBOARDS

26 42 13.00 20 CATHODIC PROTECTION BY GALVANIC ANODES

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 21 GEOGRID SOIL REINFORCEMENT

31 05 22 GEOTEXTILES

31 41 16 METAL SHEET PILING

31 62 16.19 STEEL PIPE PILE

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 11 16.16 BASE COURSE FOR RIGID PAVING

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT

32 17 24.00 10 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 30 00 SANITARY SEWERS

33 32 13.14 PACKAGED SEWAGE LIFT STATIONS, GRINDER PUMP TYPE

33 34 00 WASTEWATER FORCE MAINS

33 40 00 STORM DRAINAGE UTILITIES

33 70 02.00 10 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 59 13.16 MARINE FENDERS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

Solicitation No. W9128A-16-B-0002

(Am-0005) ADDENDUM 1

PHASING GUIDELINES.

The drawings identify phases and options for performance of the work which are no longer consistent with the intended execution and award of the contract. For bidding and construction purposes, all references to Phases 1, 2, & 2A and Options 1, 2 & 3 shall be disregarded and replaced with Phases A, B, and C which are described below (see sheet G-004 for BL A ties and civil sheets, CS101 thru CS103, for station identification).

The following phasing is provided as a general guide only. Contractors are expected to develop their own sequence of work incorporating the required operational conditions identified on sheet G-006, and as amended herein. Generally, except as noted, the work initiated in a phase must be completed before work in a subsequent phase commences.

Phase A (required).

Phase A consists of completion of the On-Shore Warehouse and all utilities and support features necessary for its use, including testing and cleanup. Utility construction in Marine Road and Sixth Street may commence during this phase. There should be no work on the pier, except for temporary utility connections. Ships will continue to dock alongside all berths. At the conclusion of Phase A, the on-shore warehouse will be turned over to the government for its use and occupation. The On-Shore Warehouse must be complete and operational before the existing Pier Warehouse is demolished.

Alternatively, a temporary warehouse structure may be provided in the area identified for the COSA (see sheet CG102), subject to the following criteria:

The temporary structure shall be designed and constructed in accordance with UFC 1-201-01, Non-Permanent DoD Facilities in Support of Military Operations.

Shop drawings shall be developed, signed and stamped by structural and fire protection engineers registered in one of the 50 United States or District of Columbia and submitted for

Contracting Officer approval.

Interior layout shall be coordinated with using agency.

Install new 3-tier pallet rack system with 9’ aisles as shown on A-111. (Am-0004)

Minimum enclosed area = 6,500 SF, and shall include one unisex restroom.

Minimum entrance opening shall be 14-feet high x 16-feet wide.

Minimum interior storage height shall be 18-feet.

An all-weather, all-purpose driveway entrance accessible from Marine Road shall be constructed and maintained while the temporary structure is in use.

After completion and acceptance of the permanent on-shore Building, the temporary structure shall be dismantled, building materials removed from the island, and the area restored to original condition or better.

No additional cost or time will be authorized for implementation of this alternative. The project schedule shall Include appropriate design, procurement and construction activities associated with this alternative.

(Am-0005) ADDENDUM 1

Upon completion of the temporary structure, allow a minimum of one week for transfer of equipment from the existing Pier building, after which time, the existing pier Bldg 605 may be demolished and

Phase B may commence.

Phase B (required).

Phase B includes demolition of the existing Pier Warehouse and pier structure between Charlie-Delta-

Echo (CDE) piers, reconstruction of this section of the pier, and construction of the new Pier Warehouse and all supporting utilities*, including testing and cleanup (identified as Base Bid Phases 1, 2, and 2A on the drawings, BL A station 10+50.76 to BL A station 6+48.52). Utility construction in Marine Road and

Sixth Street must be completed, connected and tested. Ships will continue to dock alongside Bravo and

Foxtrot. Existing utilities supporting berths on Bravo and Foxtrot must be maintained until the end of

Phase B and the CDE berths are useable; provide temporary utilities as needed. At the conclusion of

Phase B, the CDE piers will be turned over to the government for its use and occupation. All utilities supporting these piers must be completed*. The new Pier Warehouse need not be 100% complete if any work in Phase C (Options 1 thru 8) is awarded.

*Regardless of the ending option station awarded, utilities between BL A station 6+48.52 and BL A station 0+00 are required. The final station awarded only determines whether the utilities are constructed in the below-grade utility trench (CU105-CU107) or the above-grade concrete encasement

(CU102-CU103).

Phase C (only applicable if any of the Options, 1 thru 8, are executed).

In Phase C, complete the new Pier Warehouse and all remaining work on Bravo and Foxtrot piers from the end of Phase B up to the ending option station awarded (identified as Options 1, 2 & 3 on the drawings). Ships will dock at CDE; there will be no ships docked along Bravo and Foxtrot. Remove temporary utilities only after permanent utilities have been constructed, connected and tested.

DRAWING LABELS

The table below is an explanation of the drawings to use based on the ending BL A station awarded. For example, if the bid identifies no work beyond the ending base bid station 6+48.52, use the drawings labeled Base Bid, Phase 2 for work on the pier between BL A station 6+48.52 and 0+00 (Condition 1). Or, if the bid identifies the ending station is BL A 4+64.66, the drawings identified for Condition 2 apply. For work between 6+48.52 (end of Base Bid) and 4+64.66 (bid station), follow the plans labeled Option 1, including construction of temporary utilities for this section of the pier. For the remainder of the pier, from 4+64.66 to 0+00, follow the plans labeled Base Bid, Phase 2.

Use prepared drawings showing Base Bid and Options 1, 2 and 3 for details on transitions between conditions. Where the final station is not at the end of a section, construct remaining work described under the Base Bid condition and follow the applicable transition details.

(Am-0005) ADDENDUM 1

C o n d it io n

For work Between BL A station 6+48.52 to

BL A station 4+00

For work Between BL A station 4+00 and BL A station 2+00

For work Between BL A station 2+00 and BL A station 0+00

Final station (as bid) See Work labeled on Drawings as:

1 No work beyond BL A station 6+48.52

Base Bid, Phase 2 Base Bid, Phase 2 Base Bid, Phase 2

2 Between BL A station 6+48.52 to BL A station 4+00

Option 1 (Temporary utilities required in Phase B)

Base Bid, Phase 2 Must be completed in Phase B

Base Bid, Phase 2 Must be completed in Phase B

3 Between BL A station 4+00 and BL A station 2+00

Option 1 (Temporary utilities required in Phase B)

Option 2 (Temporary utilities required in Phase B)

Base Bid, Phase 2 Must be completed in Phase B

4 Between BL A station 2+00 and BL A station 0+00

Option 1 (Temporary utilities required in Phase B)

Option 2 (Temporary utilities required in Phase B)

Option 3 (Temporary utilities required in Phase B)

Table 1. Naming conversion

PLAN AND SPECIFICATION CORRECTIONS

The following table identifies corrections to information presented on the drawings and in the specifications. Information provided in this table supersedes referenced information shown on the identified drawing or specification.

Sheet Number Description of Change

G-004 ADD the following:

Vertical and Horizontal controls are measured in feet, unless noted otherwise See Am-0005

G-005 See Figures 1, 1a, 1b, 1c, 2,2a for Haul Route, Batch Plant, Life Support Area, and Lay Down area locations.

See Am-0004

G-006 Important Operational Requirements notes. ADD the following:

The existing warehouse (Bldg 605) must remain operational until the new Onshore Warehouse is completed.

Utilities and pedestrian access to the berths along Bravo and Foxtrot must be maintained until the new Charlie-Delta-Echo (CDE) berths are functional. See Table 2 for required utility connections and consult with Marine Operations for berth assignments.

All utility outages require a minimum 10 days advance notice. See clause K-6.

The maximum outage duration is 4 hours.

Vehicular access for container ship loading and off-loading is required for the duration of the project. Provide minimum 20-foot wide drivable access lane capable of supporting the live loads identified on S-001.

Continuous pedestrian access to the completed CDE berths is required during construction along Bravo and Foxtrot.

(Am-0005) ADDENDUM 1

Sheet Number Description of Change

Whenever fire truck access to the completed CDE berths is impeded, provide a temporary dry standpipe system extending from Delta pier up to the farthest point accessible by a fire truck.

See Am-0004

G-007 thru G-

Vessel Relocation Note 2. Clarification:

Container vessel calls are scheduled in advance for the year. However, scheduled calls are subject to change and should be confirmed with Marine Operations regularly. Duration in port is usually at least 48 hours but could be longer depending on cargo requirements. Confirm with Marine Operations.

During construction of CDE, the container vessel will berth along the west end of Foxtrot. While in port, vehicular access for ship loading and unloading must be provided from shore up to no less than 75-feet from the westernmost point of Foxtrot (intersection with Echo – see Figures 3 & 4). Provide temporary sheeting and supports as needed capable of supporting the live loads identified on S-001.

G-008 thru G-

Berthing plan during construction.

The locations shown of the berths in use during construction are based on the best available information at the time of solicitation and are therefore subject to change during the course of construction. Obtain current berth assignments from Marine Operations.

The Worthy will berth along Bravo in place of the Great Bridge and Ferry 3 (see Figure 4). See Table 2 for utility connection requirements. Coordinate with Marine Operations.

G-007 Note 4. Clarification:

See Figures 1, 1a, 1b, 1c, 2, 2a for Batch Plant, Life Support Area, and Lay Down area locations.

G-008, G-009 Extend the Container Operation Area to 75-feet from the westernmost end of Foxtrot (see Figures 3 & 4).

G-008 Phase Construction/Demolition Order 1.3. Clarification:

Buildings identified for demolition in this step cannot occur until construction of the On-Shore Stevedore Building is completed.

G-009 Phase Construction/Demolition Order 2.17 & 2.18. Clarification:

The work described for 2.17 extends from Sixth Street up to the start of the Phase 2A area –along both Bravo and Foxtrot, see sheets CU102 and CU103 for work if only Base Bid is awarded. See CD114 for temporary utilities for Option 1; CD115 for Option 2; and CD116 for Option 3.

The leader for 2.18 is not in the correct location, see sheet CD112.

G-009 Phase Construction/Demolition Order 2.15. Clarification:

This step needs to start before step 2.12.

G-011 Phase Construction/Demolition Order 01.4. Correction:

Reference should be to See sheet CD114

G-011 Phase Construction/Demolition Order 01.9. Clarification:

Include construction of the deck pavement section between the cap and the utility trench.

G-011 Phase Construction/Demolition Order 01.11. Clarification:

This step needs to start before step 01.9.

G-011 Phase Construction/Demolition Order 01.12 and 01.13. Clarification:

(Am-0005) ADDENDUM 1

Sheet Number Description of Change

These two steps should be reversed as shown on S-703.

G-012 Phase Construction/Demolition Order 02.3. Correction:

Reference should be to See sheet CD115

G-012 Phase Construction/Demolition Order 02.8. Clarification:

Include construction of the deck pavement section between the cap and the utility trench.

G-012 Phase Construction/Demolition Order 02.10. Clarification:

This step needs to start before step 02.8.

G-012 Phase Construction/Demolition Order 02.11 and 02.12. Clarification:

These two steps should be reversed as shown on S-703.

G-013 Phase Construction/Demolition Order 03.3. Correction:

Reference should be to See sheet CD116

G-013 Phase Construction/Demolition Order 03.8. Clarification:

Include construction of the deck pavement section between the cap and the utility trench.

G-013 Phase Construction/Demolition Order 03.11. Clarification:

This step needs to start before step 03.8.

G-013 Phase Construction/Demolition Order 03.12 and 03.13. Clarification:

These two steps should be reversed as shown on S-703.

C-001 General Civil Construction Note 1. Revise:

Azimuths and Coordinates are referred to UTM Zone 58 NAD83 (PA11).

C-001 General Civil Construction Notes: ADD the following:

25. Vertical and Horizontal controls are measured in feet, unless noted otherwise.

C-001 Fire Access/Emergency Responder Note 1. Correction:

Maintain the vehicular fire lane up to the beginning of construction on the pier.

Beyond that point, provide a temporary dry standpipe system capable of reaching all points on the pier; maximum standpipe spacing is 150 feet.

CD102 Clarification:

Do not demolish Bldg 605 and its accompanying support facilities until the new On- Shore Warehouse is completed. Coordinate scheduling of demolition with KRS Logistics and allow sufficient time for removal and relocation of contents.

CD105, CD106 Clarification:

Maintain utilities at berths along Bravo and Foxtrot. Coordinate with Marine Operations for ship and berthing locations.

See Am-0004

CD106 Plan. Add:

There is an existing chain link swing gate at station 0+00. Remove as needed and reinstall after work in the area is completed.

See Am-0004

CD106 Note 3. Clarification:

Coordinate removal of gates with the Provost Marshal, 805-355-3530. The Provost Marshal’s office will erect security barriers as needed. Comply with all security instructions.

See Am-0004

CD112 thru

CD116 CD113

Notes. Clarification:

Replace all reference to “POH Resident Engineer” with “Contracting Officer.”

(Am-0005) ADDENDUM 1

Sheet Number Description of Change

CG101, CG102 COSA Note 2. Clarification:

See Figures 1, 1a, 1b, 1c, 2, 2a for Batch Plant, Life Support Area, and Lay Down area locations.

CP107 Plan. Clarification:

Detail 2/CS502 does not apply at Sta 0+00.00 BL-A.

CS103 Plan. Add:

Reinstall salvaged chain link double swing gate with new gate posts at Sta 0+00 BL-A.

See Am-0004.

CS112 thru

CS114

Delete these sheets. The work depicted is included in the Base Bid sheets CS109 and

CS110.

See Am-0004.

CS507 Detail 5. Clarification:

Revise dimensions to 4’-8”. Match dimensions in Detail 1.

See Am-0004

CU502 Detail 8, Note 1. Delete.

S-001 B. Design Criteria, 2. Deck Live Load. Clarification:

The new structure is designed to accommodate these loads. Any temporary decking provided during construction should also be designed to these criteria. The carrying capacity of the existing structure between CDE is severely limited (See Figure 6).

Exercise extreme caution when placing heavy equipment in this area. Do not overload the existing deck between Bravo and Foxtrot. Any damage to this section, if not included in the contract for replacement, shall be repaired at no additional cost to the Government.

S-111 Plan. Clarification:

The correct vapor barrier reference is Note 8.

See Am-0003

S-511 Detail C4. Clarification:

Install capillary water barrier and vapor barrier per sheet S-111.

See Am-0003

A603, A604 Exterior Material Schedule, Item No. RF-1, Remarks. Correction:

Change to specification section 07 61 15.00 20

E-004 Base Bid Site Plan. Clarification:

There is no utility trench outside of the Base Bid limits.

E-004 Site Plan with Option 1 and Option 2. Clarification:

See the Site Plan with Option 1, Option 2 and Option 3 plan for the Option 2 area delineation. There is no utility trench outside of the Option 2 limits.

E-005 General Notes. ADD the following:

55. Manholes, handholes and pull boxes exposed to traffic shall be provided with covers having capacity of supporting 150 Ton mobile truck crane wheel load.

E-503 Details 5 & 6. Clarification:

Install guardrail at all light poles, see detail 4/E-508.

ES101 thru

ES116

Variation from temporary power and comm provisions shown is allowed provided temporary power and comm as needed to support berthed ships during construction is furnished. Submit any proposed variation to the Contracting Officer for approval prior to implementation.

ES109 Clarification:

(Am-0005) ADDENDUM 1

Sheet Number Description of Change

Delete Sheet Note 8.

Spec Section Description of Change

General Clarification:

Revise all references from "United States Army Kwajalein Atoll" to "United States Army Garrison Kwajalein Atoll".

Revise all references from "USAKA" to "USAG-KA".

02 61 00 Clarification:

This section applies to petroleum-contaminated soils.

Delete paragraph 1.1, refer to Section 00010 Bid Schedule Note 6.

Petroleum-contaminated soil may be disposed of at the HDR landfarm at the Kwajalein Fuel Farm (see Figure 5). The landfarm will only accept soil contaminated with petroleum. If present in the soil, PCBs must be less than 1 ppm and metals cannot exceed TCLP Hazardous Waste triggers. HDR can sample and test for these contaminants. Soils will not be accepted at the landfarm until positive results are received. Contact Craig Vrabel at 303-754-4215 (home office) or 5-1643 (Kwaj Office) to arrange for testing and/or delivery of contaminated soil. Provide a minimum of 4 weeks advance notice. Contractor is responsible for all temporary stockpiling and transportation costs, however PCB and TCLP sampling and testing by HDR, and disposal of acceptable soil at the landfarm will be at no cost to the contractor.

HDR can also advise on methods to utilize to drain lines to prevent spillage. Soils not meeting criteria for acceptability at the landfarm shall be disposed of off-island.

02 81 00 Paragraph 1.4.2, 1st sentence. Revision:

Delete reference to Section 01 35 29 and replace with “Section 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS”.

03 40 00.00 10 Paragraph 1.4.2.3b. Clarification:

Remove “freeze thaw durability”

03 40 00.00 10 Paragraph 1.5.1, 2nd sentence. Revision:

Replace “Contracting Officer” with “the CQCSM”.

09 97 13.27 Paragraph 2.6.1. Clarification:

Delete reference to CHLOR*TEST CSN Salts, as manufactured by CHLOR*RID International Inc. of Chandler, Arizona

23 05 93 Paragraph 3.2. Delete and replace with the following:

3.2 PRETAB MEETING

Meet with the Contracting Officer's representative (COR) to develop a mutual understanding relative to the details of the TAB work requirements. Ensure that the TAB supervisor is present at this meeting. Requirements to be discussed include required submittals, work schedule, and field quality control.

26 56 00 Paragraph 2.4, 1st sentence. Delete and replace with the following:

Provide poles designed for wind loading of 133 miles per hour determined in accordance with AASHTO LTS-5 while supporting luminaires and all other appurtenances indicated.

See Am-0004

26 56 00 Paragraph 2.4. Add the following sentence to the end of the paragraph:

Poles bases shall be grouted after leveling.

(Am-0005) ADDENDUM 1

See Am-0004

31 00 00 Paragraph 1.1c. Clarification:

See Figure 1.

31 00 00 Paragraph 1.5, Rock Fill Densification Plan. Change to two separate submittals:

1. Qualifications: Provide a list of at least three (3) previously completed projects in which the Becker Penetration Test was used to determine density.

Provide project information including, but not limited to: Owner or client name and current contact information; description of the project site subsurface conditions and material that was densified; the densification method(s) used; methods used to verify required soil improvement was achieved; and date project was completed.

2. Rock Fill Densification Plan: Retain 1st 5 sentences, delete remaining sentences.

See Am-0004

31 00 00 Paragraph 3.1.2d. Clarification:

Revise to “…30 days prior to the start of construction on the pier to establish baseline data.”

See Am-0004

31 00 00 Paragraph 3.3, 2nd sentence. Clarification:

Off-island borrow sources need not be approved; the materials used must meet material requirements.

See Am-0004

31 00 00 Paragraph 3.4.2. Clarification:

Include Charlie berths.

31 00 00 Paragraph 3.7, last sentence. Delete.

See Am-0004

31 00 00 Paragraph 3.14.8g, 2nd sentence. Delete:

“to Contracting Officer upon request to include” See Am-0004

32 01 19 Paragraph 1.2, SD-04 Samples. Delete.

See Am-0004

32 01 19 Paragraph 1.2. Add:

SD-07 Certificates, Statement of Installer’s qualifications See Am-0004

32 01 19 Paragraph 1.3.1, last 2 sentences. Delete:

“Submit samples…has been approved.”

See Am-0004

32 01 19 Paragraph 1.3.2, 1st sentence. Clarification:

Replace “for Phase 2” with “the Pier Facility concrete pavement” See Am-0004

32 01 19 Paragraph 1.3.3. Add:

1.3.3 Installer’s Qualifications

Use only experienced installers. For each installer, submit proof of experience installing the proposed product on at least five (5) projects of similar size and scope as this project in the last three (3) years.

See Am-0004

(Am-0005) ADDENDUM 1

32 01 19 Paragraph 3.1.2.2. Delete.

See Am-0004

32 01 19 Paragraph 3.2. Clarification:

Revise sentence, “…thoroughly clean the joints by pressure washing and vacuuming to remove all …” See Sm-0004

32 01 19 Paragraph 3.2.1.1, last sentence. Clarification:

Revise sentence, “Thoroughly clean and air blow dry, immediately following…” See Am-0004

32 13 13.06 Paragraph 1.2. Clarification:

Remove “G” designation from SD-03, SD-06 and SD-07 submittals See Am-0004

32 31 13 Paragraph 2.3. Clarification:

The color for polyolefin coated fence materials shall be gray.

See Am-0004

Vessel Power Req.

Water Req

Connection Type

Sewer Req

Connection Type

Comm Req

MATSON N/A N/A N/A N/A N/A N/A

Worthy 480v/400A Y 1.5" N.H.T. Y 2" Cam-lock Fiber Network/5 to 6 phone lines

Great Bridge

480V/200A Y 3/4 Hose Bib Y 2" Cam-Lock 1 Phone Line

Mystic 480V/200A Y 3/4 Hose Bib Y 2" 1 Phone line

Ferry 120V/20A Y 3/4 Hose Bib N NA N/A

TABLE 2. Berth Utility Hook-up Requirements

SECTION TABLE OF CONTENTS

DIVISION 03 - CONCRETE

SECTION 03 20 00.00 10

CONCRETE REINFORCING

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUALITY ASSURANCE

1.3.1 Welding Qualifications

1.4 DELIVERY, STORAGE, AND HANDLING

PART 2 PRODUCTS

2.1 DOWELS

2.2 FABRICATED BAR MATS

2.3 REINFORCING STEEL

2.3.1 Epoxy-Coated Bars

2.4 WIRE TIES

2.5 SUPPORTS

2.6 TESTS, INSPECTIONS, AND VERIFICATIONS

2.6.1 Reinforcement Steel Tests

2.6.2 Non-Destructive Testing of Welds

PART 3 EXECUTION

3.1 REINFORCEMENT

3.1.1 Placement

3.1.2 Splicing

3.1.3 Placing Tolerances

3.1.3.1 Spacing

3.1.4 Splicing

3.1.4.1 Lap Splices

3.2 DOWEL INSTALLATION

3.3 SPECIAL INSPECTION AND TESTING FOR SEISMIC-RESISTING SYSTEMS

-- End of Section Table of Contents --

SECTION 03 20 00.00 10 Page 1

SECTION 03 20 00.00 10

CONCRETE REINFORCING

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN CONCRETE INSTITUTE INTERNATIONAL (ACI)

ACI 318 (2011; Errata 2011; Errata 2012) Building Code Requirements for Structural Concrete and Commentary

ACI SP-66 (2004) ACI Detailing Manual

ASTM INTERNATIONAL (ASTM)

ASTM A1035 (2011) Standard Specification for Deformed and Plain, Low-carbon, Chromium, Steel Bars for Concrete Reinforcement

ASTM A184 (2006; E2011) Standard Specification for Fabricated Deformed Steel Bar Mats for Concrete Reinforcement

ASTM A370 (2012a) Standard Test Methods and Definitions for Mechanical Testing of Steel Products

ASTM A53 (2012) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A615 (2012) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

ASTM A675 (2003; R 2009) Standard Specification for Steel Bars, Carbon, Hot-Wrought, Special Quality, Mechanical Properties

ASTM A706 (2009b) Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

ASTM A82 (2007) Standard Specification for Steel Wire, Plain, for Concrete Reinforcement

ASTM A934 (2013) Standard Specification for Epoxy-Coated Prefabricated Steel

SECTION 03 20 00.00 10 Page 2

Reinforcing Bars

ASTM D3963 (2012) Standard Specification for Fabrication and Jobsite Handling of Epoxy-Coated Steel Reinforcing Bars

CONCRETE REINFORCING STEEL INSTITUTE (CRSI)

CRSI 10MSP (2009; 28th Ed) Manual of Standard Practice

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-310-04 (2012) Seismic Design for Buildings

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Reinforcement;

SD-03 Product Data

Welding Butt-Splices;

Material;

SD-04 Samples

Epoxy-Coated Bars

SD-06 Test Reports

Material;

Tests, Inspections, and Verifications;

SD-07 Certificates

Reinforcing Steel Qualification of Steel Bar Butt-Splicers

1.3 QUALITY ASSURANCE

1.3.1 Welding Qualifications

Welders shall be qualified in accordance with AWS D1.4. Qualification test shall be performed at the worksite and notify the Contracting Officer 24 hours prior to conducting tests. Special welding procedures and welders qualified by others may be accepted as permitted by AWS D1.4. Submit a list of qualified welders names.

1.4 DELIVERY, STORAGE, AND HANDLING

Reinforcement and accessories shall be stored off the ground on platforms, skids, or other supports.

SECTION 03 20 00.00 10 Page 3

PART 2 PRODUCTS

2.1 DOWELS

Dowels shall conform to ASTM A675, Grade 80[ or ASTM A1035]. Steel pipe conforming to ASTM A53, Schedule 80, may be used as dowels provided the ends are closed with metal or plastic inserts or with mortar.

2.2 FABRICATED BAR MATS

Fabricated bar mats shall conform to ASTM A184.

2.3 REINFORCING STEEL

Reinforcing steel shall be deformed bars conforming to ASTM A615, ASTM A706, grades and sizes as indicated. Cold drawn wire used for spiral reinforcement shall conform to ASTM A82.

Submit certified copies of mill reports attesting that the reinforcing steel furnished contains no less than 25 percent recycled scrap steel and meets the requirements specified herein, prior to the installation of reinforcing steel.

2.3.1 Epoxy-Coated Bars

All reinforcing bars used in the building structures shall be epoxy-coated as called out on the drawing, unless noted otherwise.

Fabrication, handling, and repair of epoxy-coated steel bars shall comply with the requirements of ASTM D3963 and ASTM A934, including written certifications for coating material and coated bars, sample of coating material, and 1.5 pounds of patching material.

At locations where reinforcement is welded to sheet piling, the areas of coating removed or damaged due to welding shall be repaired per Section 09

97 13.26 COATING OF STEEL WATERFRONT STRUCTURES, ZERO VOC, (SZC) SPLASH

ZONE COATING.

2.4 WIRE TIES

Wire ties shall be 16 gauge or heavier black annealed steel wire. Ties for epoxy-coated bars shall be vinyl-coated or epoxy-coated.

2.5 SUPPORTS

Bar supports for formed surfaces shall be designed and fabricated in accordance with CRSI 10MSP and shall be steel or precast concrete blocks.

Precast concrete blocks shall have wire ties and shall be not less than 4 inches square when supporting reinforcement on ground. Precast concrete block shall have compressive strength equal to that of the surrounding concrete. Where concrete formed surfaces will be exposed to weather or where surfaces are to be painted, steel supports within 1/2 inch of concrete surface shall be galvanized, plastic protected or of stainless steel. Concrete supports used in concrete exposed to view shall have the same color and texture as the finish surface. For slabs on grade, supports shall be precast concrete blocks, plastic coated steel fabricated with bearing plates, or specifically designed wire-fabric supports fabricated of plastic.

SECTION 03 20 00.00 10 Page 4

Bar supports shall comply with the requirements of ACI SP-66. Supports for bars in concrete with formed surfaces exposed to view or to be painted shall be plastic-coated wire, stainless steel or precast concrete supports. Precast concrete supports shall be wedged-shaped, not larger than 3-1/2 by 3-1/2 inches, of thickness equal to that indicated for concrete cover and have an embedded hooked tie-wire for anchorage. Bar supports used in precast concrete with formed surfaces exposed to view shall be the same quality, texture and color as the finish surfaces.

2.6 TESTS, INSPECTIONS, AND VERIFICATIONS

Perform material tests, specified and required by applicable standards, by an approved laboratory and certified to demonstrate that the materials are in conformance with the specifications. Tests, inspections, and verifications shall be performed and certified at the Contractor's expense. Submit certified tests reports of reinforcement steel showing that the steel complies with the applicable specifications for each steel shipment and identified with specific lots prior to placement. Submit three copies of the heat analyses for each lot of steel furnished certifying that the steel conforms to the heat analyses.

2.6.1 Reinforcement Steel Tests

Mechanical testing of steel shall be in accordance with ASTM A370 except as otherwise specified or required by the material specifications. Tension tests shall be performed on full cross-section specimens using a gage length that spans the extremities of specimens with welds or sleeves included. Chemical analyses of steel heats shall show the percentages of carbon, phosphorous, manganese, sulphur and silicon present in the steel.

2.6.2 Non-Destructive Testing of Welds

Perform non-destructive testing of welds in accordance with AWS D1.4/D1.4M Section 7, except that radiographic testing is not permitted. Testing shall be performed on 25 percent of the reinforcing steel welds in accordance with AWS D1.4/D1.4M Section 7. If a deficient weld is found during the initial 25 percent testing, perform magnetic particle testing (MT) on an additional 20 percent of the welds not previously tested; repair all deficiencies found and perform MT testing of all repaired areas. If a deficient weld is found in the additional 20 percent MT, perform MT on all of the reinforcing steel welds. Repair all deficient welds and perform MT testing of the repaired areas. Repeat MT testing and repair until no deficient welds are found.

PART 3 EXECUTION

3.1 REINFORCEMENT

Reinforcement steel and accessories shall be fabricated and placed as specified and shown and approved shop drawings. Fabrication and placement details of steel and accessories not specified or shown shall be in accordance with ACI SP-66 and ACI 318. Reinforcement shall be cold bent unless otherwise authorized. Bending may be accomplished in the field or at the mill. Epoxy-coated bars shall be mill-bent prior to coating. All steel shall be bent cold unless authorized.] Bars shall not be bent after embedment in concrete. Safety caps shall be placed on all exposed ends of vertical concrete reinforcement bars that pose a danger to life safety.

Wire tie ends shall face away from the forms. Submit detail drawings showing reinforcing steel placement, schedules, sizes, grades, and splicing

SECTION 03 20 00.00 10 Page 5 and bending details. Drawings shall show support details including types, sizes and spacing.

3.1.1 Placement

Reinforcement shall be free from loose rust and scale, dirt, oil, or other deleterious coating that could reduce bond with the concrete.

Reinforcement shall be placed in accordance with ACI 318 at locations shown plus or minus one bar diameter. Reinforcement shall not be continuous through expansion joints and shall be as indicated through construction or contraction joints. Concrete coverage shall be as indicated or as required by ACI 318. If bars are moved more than one bar diameter to avoid interference with other reinforcement, conduits or embedded items, the resulting arrangement of bars, including additional bars required to meet structural requirements, shall be approved before concrete is placed.

3.1.2 Splicing

Splices of reinforcement shall conform to ACI 318 and shall be made only as required or indicated. Splicing shall be by lapping or by mechanical or welded butt connection; except that lap splices shall not be used for bars larger than No. 11 unless otherwise indicated. Welding shall conform to AWS D1.4. Welded butt splices shall be full penetration butt welds.

Lapped bars shall be placed in contact and securely tied or spaced transversely apart to permit the embedment of the entire surface of each bar in concrete. Lapped bars shall not be spaced farther apart than one-fifth the required length of lap or 6 inches. Mechanical butt splices shall be in accordance with the recommendation of the manufacturer of the mechanical splicing device. Butt splices shall develop 125 percent of the specified minimum yield tensile strength of the spliced bars or of the smaller bar in transition splices. Bars shall be flame dried before butt splicing. Adequate jigs and clamps or other devices shall be provided to support, align, and hold the longitudinal centerline of the bars to be butt spliced in a straight line.

3.1.3 Placing Tolerances

3.1.3.1 Spacing

The spacing between adjacent bars and the distance between layers of bars may not vary from the indicated position by more than one bar diameter nor more than 1 inch.

3.1.4 Splicing

Splices in steel bars shall be made only as required. Bars may be spliced at alternate or additional locations at no additional cost to the Government subject to approval.

3.1.4.1 Lap Splices

Lap splices shall be used only for bars smaller than size 14 and welded wire fabric. Lapped bars may be placed in contact and securely tied or spaced transversely apart to permit the embedment of the entire surface of each bar in concrete. Lapped bars shall not be spaced farther apart than 1/5 the required length of lap or 6 inches.

SECTION 03 20 00.00 10 Page 6

3.2 DOWEL INSTALLATION

Dowels shall be installed in slabs on grade at locations indicated and at right angles to joint being doweled. Dowels shall be accurately positioned and aligned parallel to the finished concrete surface before concrete placement. Dowels shall be rigidly supported during concrete placement.

One end of dowels shall be coated with a bond breaker.

3.3 SPECIAL INSPECTION AND TESTING FOR SEISMIC-RESISTING SYSTEMS

Special inspections and testing for seismic-resisting systems and components shall be done in accordance with UFC 3-310-04 and Section

01 45 35 SPECIAL INSPECTIONS.

-- End of Section --

SECTION 03 20 00.00 10 Page 7

SECTION TABLE OF CONTENTS

DIVISION 05 - METALS

SECTION 05 12 00

STRUCTURAL STEEL

PART 1 GENERAL

1.1 REFERENCES

1.2 SYSTEM DESCRIPTION

1.3 SUBMITTALS

1.4 AISC QUALITY CERTIFICATION

1.5 SEISMIC PROVISIONS

1.6 QUALITY ASSURANCE

1.6.1 Drawing Requirements

1.6.2 Certifications

1.6.2.1 Erection Plan

1.6.2.2 Welding Procedures and Qualifications

PART 2 PRODUCTS

2.1 STEEL

2.1.1 Structural Steel

2.1.2 High-Strength Structural Steel

2.1.2.1 Low-Alloy Steel

2.1.2.2 Quenched and Tempered Alloy Steel

2.1.3 Weathering Structural Steel

2.1.4 Structural Grade Carbon-Manganese Steel

2.1.5 Structural Shapes for Use in Building Framing

2.1.6 Structural Steel Tubing

2.1.7 Steel Pipe

2.2 BOLTS, NUTS, AND WASHERS

2.2.1 Structural Steel

2.2.1.1 Bolts

2.2.1.2 Nuts

2.2.1.3 Washers

2.2.2 High-Strength Structural Steel

2.2.2.1 Bolts

2.2.2.2 Nuts

2.2.2.3 Washers

2.2.3 Weathering Structural Steel

2.2.3.1 Bolts

2.2.3.2 Nuts

2.2.3.3 Washers

2.2.4 Foundation Anchorage

2.2.4.1 Anchor Bolts

2.2.4.2 Anchor Nuts

2.2.4.3 Anchor Washers

2.2.4.4 Anchor Plate Washers

2.3 STRUCTURAL STEEL ACCESSORIES

2.3.1 Welding Electrodes and Rods

2.3.2 Non-Shrink Grout

SECTION 05 12 00 Page 1

2.3.3 Welded Shear Stud Connectors

2.4 SHOP PRIMER

2.5 GALVANIZING

2.6 FABRICATION

2.6.1 Markings

2.6.2 Shop Primer

2.6.2.1 Cleaning

2.6.2.2 Primer

2.7 DRAINAGE HOLES

PART 3 EXECUTION

3.1…