Am_0005.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

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

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

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers 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 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your 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 APPROPIRATION DATA (If required)

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

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

CHECK ONE 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.

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

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

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

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

Amendment No. 0005 8-JUL-2016

U.S ARMY CORPS OF ENGINEERS, OMAHA DISTRICT

CONTRACTING OFFICE

1616 CAPITOL AVE.

OMAHA, NE 68102-4901

See Item 6

W9128F-16-R-0067

23-MAY-2016

4th ID CAB, ATTK BN MAINTENANCE HANGAR

PN 77305, FORT CARSON, COLORADO

See attached documentation for content of the amendment revisions

Date for receipt of Proposals is 28 JUL 2016 at 1400 hours

Government Point of Contact: Denise Cramer (402) 995-2057

8-JUL-2016

Am #0005 - 2 (Continuation SF 30)

DEPARTMENT OF THE ARMY

Omaha District, Corps of Engineers 1616 Capitol Avenue Omaha, Nebraska 68102-4901

:NOTICE: Failure to acknowledge : Solicitation No. W9128F 16 R 0067 :all amendments may cause rejec- :

:tion of the offer. See FAR : Date of Issue: 23 MAY 2016 :52.215-1 of Section 00 21 00 : NEW Date of Receiving Proposals:

28 JUL 2016

Amendment No. 0005

8 JUL 2016

SUBJECT: Amendment No. 0005 to Request for Proposal Solicitation Package for Construction of 4th ID CAB, ATTK BN MAINTENANCE HANGAR, PN 77305, FORT CARSON, COLORADO

Solicitation No. W9128F 16 R 0067

TO: Prospective Offerors and Others Concerned

1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).

a. Specifications (New and/or Revised and Reissued). Delete and substitute or add specification pages or sections as noted below. The substituted pages or sections are revised and reissued with this amendment.

For convenience, on the revised specification pages (excepting the general wage decision ones and for pages where there are merely deletions), changes have been identified by highlighting. (All portions of reissued specification pages shall apply whether or not changes thereon have been indicated by highlighting.)

Pages or Sections Deleted Pages or Sections Substituted or Added 00 10 00 00 10 00

CO160032 CO160032

** ** ** 02 82 14.00 10AT3

** ** ** 02 82 14.00 10AT4

05 12 00 05 12 00 05 50 13 05 50 13 06 20 00 06 20 00 09 06 90 09 06 90 10 10 00 10 10 00 10 26 13 10 26 13 10 28 13 10 28 13 13 48 00 13 48 00 26 05 48.00 10 26 05 48.00 10 28 31 76 28 31 76 32 11 16 32 11 16

b. Drawings (Reissued). The following drawings are revised with latest revision date of 7 JUL 2016, and reissued with this amendment.

(1) Sheet FCX7G-003, VOLUME 1 INDEX CONTINUED

Am #0005 - 3

(2) Sheet FCX7CS402, HANGAR SITE DUMPSTER ENCLOSURE

(3) Sheet FCX7A-103, FIRST FLOOR PLAN – AREA “C” - ANNOTATIVE

(4) Sheet FCX7A-132, REFLECTED CEILING PLAN – FIRST FLOOR AREA “B”

(5) Sheet FCX7A-135, REFLECTED CEILING PLAN – FIRST FLOOR AREA “E”

(6) Sheet FCX7EP401, ENLARGED PLANS

(7) Sheet FCX7EP622, PANEL SCHEDULES

(8) Sheet FCX7ES100A, ELECTRICAL SITE PLAN COMPOSITE

(9) Sheet FCX7ES113.1, ELECTRICAL SITE PLAN AREA 113 AIRFIELD

OPTION

(10) Sheet FCX7ES113, ELECTRICAL SITE PLAN AREA 113

(11) Sheet FCX7ES113B, ELECTRICAL SITE PLAN AREA 113B

(12) Sheet FCX7ES114, ELECTRICAL SITE PLAN AREA 114

(13) Sheet FCX7ES114A, ELECTRICAL SITE PLAN AREA 114A

(14) Sheet FCX7ES122, ELECTRICAL SITE PLAN AREA 122

(15) Sheet FCX7ES124, ELECTRICAL SITE PLAN AREA 124

(16) Sheet FCX7ES135, ELECTRICAL SITE PLAN AREA 135

(17) Sheet FCX7ES137, ELECTRICAL SITE PLAN AREA 137

(18) Sheet FCX7ES510, ELECTRICAL SITE DETAILS GIANT VOICE SPEAKER

POLE

(19) Sheet FCX7ES511, ELECTRICAL SITE DETAILS GIANT VOICE SPEAKER

BASE

(20) Sheet FCX7ES521, ELECTRICAL SITE DETAILS AIRFIELD LIGHTING

(21) Sheet FCX7TN001, TELECOM NOTES AND SUPPLEMENTAL LEGEND

(22) Sheet FCX7TN002, TELECOM KEYED NOTES

(23) Sheet FCX7TN111, TELECOMMUNICATIONS PLAN FIRST FLOOR AREA A

(24) Sheet FCX7TN112, TELECOMMUNICATIONS PLAN FIRST FLOOR AREA B

(25) Sheet FCX7TN113, TELECOMMUNICATIONS PLAN FIRST FLOOR AREA C

(26) Sheet FCX7TN114, TELECOMMUNICATIONS PLAN FIRST FLOOR AREA D

(27) Sheet FCX7TN115, TELECOMMUNICATIONS PLAN FIRST FLOOR AREA E

(28) Sheet FCX7TN116, TELECOMMUNICATIONS PLAN FIRST FLOOR AREA F

(29) Sheet FCX7TN601, TELECOMMUNICATIONS RISERS

(30) Sheet FCX7TN602, TELECOMMUNICATIONS RISERS

(31) Sheet FCX7TS112, CLASSIFIED SYSTEMS PLAN FIRST FLOOR AREA B

c. Drawings (New). The following new drawings dated 7 JUL 2016 are hereby added to the request for proposal drawings and are issued with this amendment.

(1) Sheet FCX7ES123.1, ELECTRICAL SITE PLAN – AREA 124 – AIRFIELD

OPTION

2. This amendment is a part of the proposing papers and its receipt shall be acknowledged on the Standard Form 1442. All other conditions and requirements of the request for proposal remain unchanged. If the proposals have been mailed prior to receiving this amendment, you will notify the office where proposals are received, in the specified manner, immediately of its receipt and of any changes in your proposal occasioned thereby.

a. Hand-Carried Proposals shall be delivered to the U.S. Army Corps of Engineers, Omaha District, Contracting Division, 1616 Capitol Avenue, Omaha, Nebraska 68102-4901.

b. Mailed Proposals shall be addressed as noted in Item 8 on Page 00 10 00-1 of Standard Form 1442.

Am #0005 - 4

3. Offers will be received until 2:00 p.m., local time at place of receiving proposals, 28 JUL 2016.

Attachments:

Spec Pages listed in 1.a. above Dwgs. listed in 1.b. and 1.c. above (under separate cover)

U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102-4901

8 JUL 2016

jlb/2099

00 10 00 - 1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

W9128F-16-R-0067

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

23 MAY 2016

PAGES OF PAGES

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

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

7. ISSUED BY CODE CT 8. ADDRESS OFFER TO

U.S.ARMY CORPS OF ENGINEERS, OMAHA

Contracting Division (CENWO-CT) 1616 Capitol Ave Omaha, Nebraska 68102-4901

U.S.ARMY CORPS OF ENGINEERS, OMAHA

Attn: CONTRACTING DIVISION (CENWO-CT) 1616 Capitol Ave Omaha, Nebraska 68102-4901

9. FOR INFORMATION

CALL:

A. NAME

Denise Cramer

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

(402) 995-2057

SOLICITATION

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

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

The offeror hereby agrees to do all work described in the documents entitled:

4th ID CAB, ATTK BN MAINTENANCE HANGAR

PN 77305

FORT CARSON, COLORADO

RETURN WITH OFFER: INFORMATION REQUIRED BY SECTION 00 10 00 (SF1442 AND CLIN BIDDING SCHEDULE), SECTION 00 22 00, AND SECTION 00 45 00.

*BLOCK 13A. – REFER TO SECTION 00 22 00 FOR THE NUMBER OF COPIES TO BE SUBMITTED WITH THE ORIGINAL OFFER.

THIS SOLICITATION IS UNRESTRICTED AND OPEN TO PARTICIPATION BY SMALL AND OTHER THAN SMALL BUSINESS INTERESTS. SOURCE SELECTION PREFERENCE WILL BE GIVEN TO THE PROPOSAL REPRESENTING THE OVERALL BEST VALUE TO THE GOVERNMENT.

11. The Contractor shall begin performance within 10 calendar days and complete it within 600 calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable.

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

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

YES NO

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and * copies to perform the work required are due at the place specified in Item 8 by 1400 (hour) local time 28 JUL 2016. If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is 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 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212 1442-101

STANDARD FORM 1442(REV. 4-85)

Prescribed by GSA FAR(48 CFR) 53.236-1(d) g

28 JUL 2016.

Am_0005

00 10 00 - 2

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

DUNS Number:

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

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 60 calendar days after the date offers are due.

AMOUNTS

SEE ATTACHED CLIN BIDDING SCHEDULE

Contractor’s Fax No.____________ CAGE CODE ________________ Contractor’s E-Mail address_______________

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)

20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT

23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

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

U.S. Army Engineer District, Omaha 1616 Capitol Ave.

Omaha, Nebraska 68102-4901

USAED Omaha c/o USACE Finance Center 5722 Integrity Drive Millington, TN 38054-5005

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (contractor is required to sign this document and return _______ copies to issuing office.) Contractor agrees to furnish and deliver all items or perform all work, requisitions identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award,

(b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation, is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED

TO SIGN (Type or print)

31A. NAME OF CONTRACTING OFFICER (Type or print)

30B. SIGNATURE 30C. DATE 31B. UNITED STATES OF AMERICA

BY

31C. AWARD DATE

STANDARD FORM 1442 BACK (REV. 4-85)

Section 00 10 00 W9128F-16-R-0067

CLIN SCHEDULE 00 10 00 - 3

OFFEROR'S NAME:____________________________

CONTRACT LINE ITEM (CLIN) BIDDING SCHEDULE

ITEM

NO.

DESCRIPTION QUANTITY UNIT UNIT

PRICE

LINE ITEM AMOUNT

BASIC ITEMS

0001 All work complete to Construct the ATTK BN Maintenance Hangar, up to 5 feet outside of the building.

1 Job XXX $_______________________

0002 All work complete to Construct Sitework, Utilities, and Pavements (excluding road work in Item 0003 below), complete from the five-foot line to the limits of construction of the ATTK BN Maintenance Hangar.

1 Job XXX $_______________________

0003 All work complete to Construct Improvements and realignment of Essayons Road (STA 61+50 to STA 101+50) and Tank Trail (STA 200+00 to 206+00). See Sheets CG808- CG814, CS808-CS814, and CT808-

CT814.

1 Job XXX $_______________________

0004 All work complete for Demolition of Building 9604, Building 9609, and other structures shown on demolition plans, as well as foundations, pavements, and utilities not listed in CLIN Option 0010 (Item 0014).

1 Job XXX $_______________________

TOTAL BASIC AMOUNT $_______________________

OPTION ITEMS

[Option 1]

All work complete to Provide Foam Pumps, Controllers, Atmospheric Tank, Relief Valves, Fire Alarm equipment, In-line Balance Proportioners, and any additional equipment, labor, programming, or design effort to meet the requirements of Engineering and Construction Bulletin No. 2015-17.

1 Job XXX $_______________________

[Option 2]

All work complete to Construct Pedestrian Bridge in accordance with the plans and specifications.

1 Job XXX $_______________________

All work complete to Construct p Sitework, Utilities, and Pavements , , (excluding road work in Item 0003 ( g below), complete from the five-foot ), p line to the limits of construction of the ATTK BN Maintenance Hangar.

0004 All work complete for Demolition of 1 Job XXX $_______________________ p Building 9604, Building 9609, andg , g , other structures shown on demolition plans, as well as foundations,p , , pavements, and utilities not listed inp , CLIN Option 0010 (Item 0014).

CLIN SCHEDULE 00 10 00 - 4

[Option 3]

All work complete to Construct PT Pits in accordance with the plans and specifications.

1 Job XXX $_______________________

[Option 4]

All work complete to Construct Airfield Paving in accordance with the plans and specifications.

1 Job XXX $_______________________

[Option 5]

All work complete to Demolish the 9600/9601/9602 Building Complex including abatement and disposal of lead-based paint (LBP) and asbestos containing materials (ACM).

1 Job XXX $_______________________

[Option 6]

All work complete to Demolish Building 9610 including abatement and disposal of lead-based paint (LBP) and asbestos containing materials (ACM).

1 Job XXX $_______________________

[Option 7]

All work complete to Demolish Building 9611 including abatement and disposal of lead-based paint (LBP) and asbestos containing materials (ACM).

1 Job XXX $_______________________

[Option 8]

All work complete to Demolish Building 9634A including abatement and disposal of lead-based paint (LBP) and asbestos containing materials (ACM).

1 Job XXX $_______________________

[Option 9]

All work complete to Demolish Building 9635A including abatement and disposal of lead-based paint (LBP) and asbestos containing materials (ACM).

1 Job XXX $_______________________

[Option 10]

All work complete to Demolish Underground Utility Lines shown on Optional Additional Demolition plan sheets.

1 Job XXX $_______________________

TOTAL AMOUNT (BASIC PLUS OPTIONS) $_______________________

NOTES:

1. The government intends to issue a limited notice to proceed at time of award to begin work as described in Section 01 30 00.24, paragraph 1.7.

CLIN SCHEDULE 00 10 00 - 5

2. See 00 21 00, INSTRUCTIONS TO OFFERORS, for evaluation of options. The Government reserves the right to exercise options within 180 calendar days after issuance of Notice to Proceed.

3. Prices must be entered for all items of the schedule. Total amounts submitted without prices being entered on individual items will be rejected. In case of variation between the lump-sum prices and the total amount, the lump-sum prices will be considered the price submitted.

4. A modification to a bid which provides for a single adjustment to the total amounts, should state the application of the adjustment to each respective lump-sum price affected. If the modification is not so apportioned, the single adjustment will be applied to Item No. 0001.

General Decision Number: CO160032 07/01/2016 CO32

Superseded General Decision Number: CO20150032

State: Colorado

Construction Type: Building

County: El Paso County in Colorado.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis-Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/08/2016 1 01/15/2016 2 02/26/2016 3 03/18/2016 4 06/17/2016 5 07/01/2016

ASBE0028-002 10/01/2012

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR - MECHANICAL (Duct, Pipe & Mechanical System Insulation)......................$ 28.98 13.03

ELEC0113-005 06/01/2016

Rates Fringes

ELECTRICIAN (Includes Low Voltage Wiring)..................$ 30.50 15.12

ELEV0025-001 01/01/2016

Rates Fringes

ELEVATOR MECHANIC................$ 41.47 30.285+a+b

FOOTNOTE:

a.Vacation: 6%/under 5 years based on regular hourly rate for all hours worked. 8%/over 5 years based on regular hourly rate for all hours worked.

b. PAID HOLIDAYS: New Year's Day; Memorial Day; Independence Day; Labor Day; Veterans' Day; Thanksgiving Day; the Friday after Thanksgiving Day; and Christmas Day.

ENGI0009-017 10/23/2013

Rates Fringes

POWER EQUIPMENT OPERATOR

(Crane) 141 tons and over...........$ 25.97 9.15 50 tons and under...........$ 24.88 9.15 51 to 90 tons...............$ 25.04 9.15 91 to 140 tons..............$ 25.19 9.15

IRON0024-009 06/01/2015

Rates Fringes

IRONWORKER, ORNAMENTAL...........$ 25.05 11.14

IRON0024-011 06/01/2015

Rates Fringes

IRONWORKER, STRUCTURAL...........$ 25.05 8.99

PAIN0079-009 02/22/2016

Rates Fringes

CO160032 dated 07/01/2016

PAINTER (Spray)..................$ 20.00 6.91

* PLAS0577-002 05/01/2016

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 25.50 10.98

* PLUM0058-003 07/01/2016

Rates Fringes

PLUMBER (Excludes HVAC Duct, Pipe and Unit Installation)......$ 31.10 13.65

* PLUM0058-004 07/01/2016

Rates Fringes

PIPEFITTER, Includes HVAC Pipe Installation (Excludes HVAC Duct and Unit Installation)....................$ 31.10 13.65

SFCO0669-002 01/01/2016

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 34.43 19.50

SHEE0009-005 07/01/2015

Rates Fringes

SHEET METAL WORKER (Excludes HVAC Duct, Pipe and Unit Installation)....................$ 32.85 14.63

SUCO2013-008 07/31/2015

Rates Fringes

BRICKLAYER.......................$ 21.96 0.00

CARPENTER........................$ 22.63 6.98

LABORER: Common or General......$ 13.40 1.40

LABORER: Mason Tender - Brick...$ 15.99 0.00

LABORER: Mason Tender - Cement/Concrete..................$ 16.00 0.00

LABORER: Pipelayer..............$ 16.96 3.68

CO160032 dated 07/01/2016

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 20.26 8.62

OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 18.58 2.42

OPERATOR: Grader/Blade..........$ 21.50 0.00

PAINTER (Brush and Roller).......$ 17.20 0.00

ROOFER...........................$ 16.71 0.00

SHEET METAL WORKER (HVAC Duct Installation Only)...............$ 25.18 6.30

SHEET METAL WORKER (HVAC Unit Installation Only)...............$ 24.00 2.18

TRUCK DRIVER: Dump Truck........$ 17.34 0.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing

CO160032 dated 07/01/2016 the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on

CO160032 dated 07/01/2016 a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

CO160032 dated 07/01/2016

Asbestos Detected

Layer Name / Sample Description

Lab ID Sample Location

Bulk Asbestos Analysis by Polarized Light Microscopy

Non-Asbestos Constituents

Laboratory Report

0172052

NVLAP#101926-0

Client ID

Client:

Address: BLDG 813

FT. CARSON, CO 80913

DPW, ENV. DIV

Date Received: 06/20/2016

06/21/2016Date Analyzed:

Job# / P.O. #:

EMC LABS, INC.

Collected: 06/10/2016 EPA Method: Project Name: BLDG 9609 HEATING PLANT Submitted By: DAVID MARTINAddress:

Collected By:

9830 S. 51st Street, Suite B109, Phoenix, AZ 85044 Phone: 800-362-3373 or 480-940-5294 - Fax: (480) 893-1726

06/21/2016Date Reported:

EPA 600/R-93/116

Asbestos Type

1626 O'CONNEL BLVD

Cellulose FiberNoLAYER 1 Exterior Metal Siding Tar, Silver/ Black

None Detected0172052-001 EXTERIOR SIDING 9609-01

2%

Mica Quartz Carbonates Binder/Filler

98%

NoLAYER 2 Exterior Metal Siding Cover, White

None Detected

Carbonates Quartz

100%

Cellulose FiberNoLAYER 1 Exterior Metal Siding Tar, Silver/ Black

None Detected0172052-002 EXTERIOR SIDING 9609-02

1%

Mica Quartz

99%

Exterior Metal Siding Cover, White

None Detected

Carbonates

Cellulose FiberNoLAYER 1 Exterior Metal Siding Tar, Silver/ Black

None Detected0172052-003 EXTERIOR SIDING 9609-03

1%

Mica Quartz

99%

Exterior Metal Siding Cover, White

None Detected

Carbonates

Asbestos Detected

Layer Name / Sample Description

Lab ID Sample Location

Bulk Asbestos Analysis by Polarized Light Microscopy

Non-Asbestos Constituents

Laboratory Report

0172052

NVLAP#101926-0

Client ID

Client:

Address: BLDG 813

FT. CARSON, CO 80913

DPW, ENV. DIV

Date Received: 06/20/2016

06/21/2016Date Analyzed:

Job# / P.O. #:

EMC LABS, INC.

Collected: 06/10/2016 EPA Method: Project Name: BLDG 9609 HEATING PLANT Submitted By: DAVID MARTINAddress:

Collected By:

9830 S. 51st Street, Suite B109, Phoenix, AZ 85044 Phone: 800-362-3373 or 480-940-5294 - Fax: (480) 893-1726

06/21/2016Date Reported:

EPA 600/R-93/116

Asbestos Type

1626 O'CONNEL BLVD

Analyst - Johann Hofer Signatory - Lab Director - Kurt Kettler Distinctly stratified, easily separable layers of samples are analyzed as subsamples of the whole and are reported separately for each discernible layer. All analyses are derived from calibrated visual estimate and measured in area percent unless otherwise noted. The report applies to the standards or procedures identified and to the sample(s) tested. The test results are not necessarily indicated or representative of the qualities of the lot from which the sample was taken or of apparently identical or similar products, nor do they represent an ongoing quality assurance program unless so noted. These reports are for the exclusive use of the addressed client and that they will not be reproduced wholly or in part for advertising or other purposes over our signature or in connection with our name without special written permission. The report shall not be reproduced except in full, without written approval by our laboratory. The samples not destroyed in testing are retained a maximum of thirty days. The laboratory measurement of uncertainty for the test method is approximately less than 1 by area percent.

Accredited by the National Institute of Standards and Technology, Voluntary Laboratory Accreditation Program for selected test method for asbestos. The accreditation or any reports generated by this laboratory in no way constitutes or implies product certification, approval, or endorsement by the National Institute of Standards and Technology. The report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, or any agency of the Federal Government. Polarized Light Microscopy may not be consistently reliable in detecting asbestos in floor coverings and similar non-friable organically bound materials.

Asbestos Updates

Complex Name or Bldg Number: 9604 Date: 11 Oct 2007

Description of Asbestos Quanity: Sq. Ft./Ln. Ft.

1. Floor tile & mastic (Trace – 15% Chrysotile)

2. Wall surfacing material (2 – 4% Chrysotile) 510 SF

3. Gypsum wallboard PAINT 7 (Trace Chrysotile) 1,150 SF

4. Roofing material (15 – 35% Chrysotile) 2,280 SF

5. Exterior PAINT (35 – 67% Chrysotile) 40,000 SF

6. Transite partitions (found on 2nd floor, 3rd Phase of previous abatement, 30% Chrysotile)

Remarks: CHANGES IN SURVEY (most recent listed first)

Floor tile and mastic – 2nd floor abated in 4 phases, Rooms 204 – 209, 211, 216 - 218, 228 – 231, 238 – 244 & all hallways (Carpet and tiles removed).

Rooms 202, 203, 210, 212, 219 – 221, 232 – 234 & all hallways (tiles removed). Found transite wall panels that required removal. Removed 100% (17,000 SF) VAT/mastic, and 8 transite panels. Phases 3 & 4 (South end of 2nd floor) had 2 layers of floor tile.

Room 201 (37 SF) tile and mastic abated Aug 2002, Individual tiles.

Floor tile and mastic abated in first floor latrine (390 SF), May 2002.

Floor tile and mastic abated in latrines on first floor, March 2002.

Floor tile and mastic abated (888 SF), Nov 2001.

Inspectors Signature:____________________________________________

This page was intentionally left blank for duplex printing.

4th ID CAB Attack BN Maintenance Hangar, PN77305 Fort Carson, CO FCX7

SECTION TABLE OF CONTENTS

DIVISION 05 - METALS

SECTION 05 12 00

STRUCTURAL STEEL

10/07

PART 1 GENERAL

1.1 REFERENCES

1.2 SYSTEM DESCRIPTION

1.3 MODIFICATIONS TO REFERENCES

1.4 SUBMITTALS

1.5 Delegated Structural Steel Connections

1.6 QUALITY ASSURANCE

1.6.1 Drawing Requirements

1.6.2 Erection Plan

1.6.3 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

2.1.3 Structural Steel Tubing

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 Foundation Anchorage

2.2.2.1 Anchor Bolts

2.2.2.2 Anchor Nuts

2.2.2.3 Anchor Washers

2.2.3 Load Indicator Washers

2.2.4 Load Indicator Bolts

2.3 STRUCTURAL STEEL ACCESSORIES

2.3.1 Welding Electrodes and Rods

2.3.2 Non-Shrink Grout

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 Crane Rail

PART 3 EXECUTION

3.1 FABRICATION

3.2 INSTALLATION

SECTION 05 12 00 Page 1

3.3 ERECTION

3.3.1 STORAGE

3.4 CONNECTIONS

3.4.1 High-Strength Bolts

3.4.1.1 Installation of Load Indicator Washers (LIW)

3.5 GAS CUTTING

3.6 WELDING

3.6.1 Removal of Temporary Welds, Run-Off Plates, and Backing Strips

3.7 SHOP PRIMER REPAIR

3.7.1 Field Priming

3.8 GALVANIZING REPAIR

3.9 FIELD QUALITY CONTROL

3.9.1 Welds

3.9.1.1 Visual Inspection

3.9.1.2 Nondestructive Testing

3.9.2 Load Indicator Washers

3.9.2.1 Load Indicator Washer Compression

3.9.3 High-Strength Bolts

3.9.3.1 Testing Bolt, Nut, and Washer Assemblies

3.9.3.2 Inspection

3.9.3.3 Testing

3.9.4 Testing for Embrittlement

-- End of Section Table of Contents --

SECTION 05 12 00 Page 2

SECTION 05 12 00

STRUCTURAL STEEL

10/07

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 INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 201 (2006) AISC Certification Program for Structural Steel Fabricators

AISC 303 (2010) Code of Standard Practice for Steel Buildings and Bridges

AISC 325 (2011) Manual of Steel Construction

AISC 326 (2009) Detailing for Steel Construction

AISC 348 (2000) Structural Joints Using ASTM A325 or A490 Bolts

AISC 360 (2010) Specification for Structural Steel Buildings, with Commentary

AISC 810 (1997) Erection Bracing of Low-Rise Structural Steel Frames/Fisher and West

AMERICAN WELDING SOCIETY (AWS)

AWS A2.4 (2007) Standard Symbols for Welding, Brazing and Nondestructive Examination

AWS D1.1/D1.1M (2008; Errata 2009) Structural Welding Code - Steel

ASTM INTERNATIONAL (ASTM)

ASTM A 123/A 123M (2009) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A 143/A 143M (2007) Standard Practice for Safeguarding Against Embrittlement of Hot-Dip Galvanized Structural Steel Products and Procedure for Detecting Embrittlement

ASTM A 153/A 153M (2009) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

SECTION 05 12 00 Page 3

ASTM A 307 (2007b) Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile Strength

ASTM A 325 (2009) Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

ASTM A 36/A 36M (2008) Standard Specification for Carbon Structural Steel

ASTM A 490 (2009) Standard Specification for Structural Bolts, Alloy Steel, Heat Treated, 150 ksi Minimum Tensile Strength

ASTM A 500/A 500M (2009) Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

ASTM A 514/A 514M (2005; R 2009) Standard Specification for High-Yield-Strength, Quenched and Tempered Alloy Steel Plate, Suitable for Welding

ASTM A 563 (2007a) Standard Specification for Carbon and Alloy Steel Nuts

ASTM A 572/A 572M (2007) Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel

ASTM A 780/A 780M (2001; R 2006) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM A 992/A 992M (2006a) Standard Specification for Structural Steel Shapes

ASTM B 695 (2004; R 2009) Standard Specification for Coatings of Zinc Mechanically Deposited on Iron and Steel

ASTM F 1554 (2007a) Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength

ASTM F 436 (2009) Hardened Steel Washers

ASTM F 844 (2007a) Washers, Steel, Plain (Flat), Unhardened for General Use

ASTM F 959 (2007a) Compressible-Washer-Type Direct Tension Indicators for Use with Structural Fasteners

MASTER PAINTERS INSTITUTE (MPI)

MPI 79 (Oct 2009) Alkyd Anti-Corrosive Metal Primer

SECTION 05 12 00 Page 4

THE SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC PA 1 (2000; E 2004) Shop, Field, and Maintenance Painting

SSPC SP 11 (2012) Power Tool Cleaning to Bare Metal

SSPC SP 6 (2007) Commercial Blast Cleaning

1.2 SYSTEM DESCRIPTION

Provide the structural steel system, including shop primer and galvanizing, complete and ready for use. Structural steel systems including design, materials, installation, workmanship, fabrication, assembly, erection, inspection, quality control, and testing shall be provided in accordance with AISC 325 except as modified in this contract.

1.3 MODIFICATIONS TO REFERENCES

Conform to AISC 325, AISC 360, AISC 303, and AISC 348, except as modified in this section.

1.4 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Erection Plan; G-PO

Including description of temporary supports.

Fabrication drawings; G-DO

Including description of connections.

SD-03 Product Data

Shop primer; G-PO

Welding electrodes and rods; G-PO

Load indicator washers; G-PO

Load indicator bolts; G-PO

Include test report for Class B primer.

SD-05 Design Data

Delegated Structural Steel Connections; G-DO

Provide a complete set of structural calculations for all delegated structural steel connections as indicated on the

SECTION 05 12 00 Page 5 drawings. Calculations shall be signed and sealed by a Registered Professional Engineer experienced in the design of structural steel connections.

SD-06 Test Reports

Bolts, nuts, and washers; G-PO

Supply the certified manufacturer's mill reports which clearly show the applicable ASTM mechanical and chemical requirements together with the actual test results for the supplied fasteners.

SD-07 Certificates

Steel; G-PO

Bolts, nuts, and washers; G-PO

Welding procedures and qualifications; G-PO

1.5 Delegated Structural Steel Connections

Provide a complete set of structural calculations in accordance with AISC 360 for all delegated structural steel connections as indicated on the drawings. Calculations shall be signed and sealed by a Registered Professional Engineer experienced in the design of structural steel connections. Calculations shall be initialed and dated by the designer and by the checker. All assumtions and methods shall be clearly explained, using drawing details or sketches. Software input parameters and output data shall be clearly labeled.

1.6 QUALITY ASSURANCE

1.6.1 Drawing Requirements

Submit fabrication drawings for approval prior to fabrication. Prepare in accordance with AISC 303, AISC 325, and AISC 326. Fabrication drawings shall not be reproductions of contract drawings. Include complete information for the fabrication and erection of the structure's components, including the location, type, and size of bolts, welds, member sizes and lengths, connection details, blocks, copes, and cuts. Use AWS A2.4 standard welding symbols. Member substitutions of details shown on the contract drawings shall be clearly highlighted on the fabrication drawings. Explain the reasons for any deviations from the contract drawings.

1.6.2 Erection Plan

Submit for record purposes. Indicate the sequence of erection, temporary shoring and bracing, and a detailed sequence of welding, including each welding procedure required.

1.6.3 Welding Procedures and Qualifications

Prior to welding, submit certification for each welder stating the type of welding and positions qualified for, the code and procedure qualified under, date qualified, and the firm and individual certifying the qualification tests. If the qualification date of the welding operator is more than one-year old, the welding operator's qualification certificate shall be accompanied by a current certificate by the welder attesting to

SECTION 05 12 00 Page 6 the fact that he has been engaged in welding since the date of certification, with no break in welding service greater than 6 months.

Conform to all requirements specified in AWS D1.1/D1.1M.

PART 2 PRODUCTS

2.1 STEEL

2.1.1 Structural Steel

ASTM A 36/A 36M for channels, angles and plates.

2.1.2 High-Strength Structural Steel

2.1.2.1 Low-Alloy Steel

ASTM A 572/A 572M, Grade 50 or ASTM A 992/A 992M, Grade 50 for W-shapes.

2.1.3 Structural Steel Tubing

ASTM A 500/A 500M, Grade B.

2.2 BOLTS, NUTS, AND WASHERS

Provide the following unless indicated otherwise.

2.2.1 Structural Steel

2.2.1.1 Bolts

ASTM A 325, Type 1. The bolt heads and the nuts of the supplied fasteners must be marked with the manufacturer's identification mark, the strength grade and type specified by ASTM specifications.

2.2.1.2 Nuts

ASTM A 563, Grade and Style for applicable ASTM bolt standard recommended.

2.2.1.3 Washers

ASTM F 844 washers for ASTM A 307 bolts, and ASTM F 436 washers for ASTM A 325 and ASTM A 490 bolts.

2.2.2 Foundation Anchorage

2.2.2.1 Anchor Bolts

ASTM F 1554.

2.2.2.2 Anchor Nuts

ASTM A 563, Grade A, hex style.

2.2.2.3 Anchor Washers

ASTM F 844.

SECTION 05 12 00 Page 7

2.2.3 Load Indicator Washers

Load indicator washers shall not be used where snug tight bolts are indicated on the connection drawings.

If used, load indicator washers shall conform to ASTM F 959. Provide ASTM B 695, Class 50, Type 1 galvanizing.

2.2.4 Load Indicator Bolts

Load indicator bolts shall not be used where snug tight bolts are indicated on the connection drawings.

If used, load inidcator bolts shall conform to ASTM A 325, Type 1; with a manufactured notch between the bolt tip and threads. The bolt shall be designed to react to the opposing rotational torques applied by the installation wrench, with the bolt tip automatically shearing off when the proper tension is obtained.

2.3 STRUCTURAL STEEL ACCESSORIES

2.3.1 Welding Electrodes and Rods

AWS D1.1/D1.1M.

2.3.2 Non-Shrink Grout

See Specification Section 03 30 00 CAST-IN-PLACE CONCRETE.

2.4 SHOP PRIMER

MPI 79, except provide a Class B coating in accordance with AISC 325 for slip critical joints. Primer shall conform to Federal, State, and local VOC regulations. If flash rusting occurs, re-clean the surface prior to application of primer. At locations using an Intumescent Epoxy Coating, only an approved primer from the Intumescent Epoxy Coating manufacturer is allowed. See Notes #1 & #2 on Sheet A-132 & A-135.

2.5 GALVANIZING

For elements exposed to exterior conditions, galvanize in accordance with ASTM A 123/A 123M or ASTM A 153/A 153M, as applicable, unless specified otherwise galvanize after fabrication where practicable.

2.6 FABRICATION

2.6.1 Markings

Prior to erection, members shall be identified by a painted erection mark.

Connecting parts assembled in the shop for reaming holes in field connections shall be match marked with scratch and notch marks. Do not locate erection markings on areas to be welded. Do not locate match markings in areas that will decrease member strength or cause stress concentrations. Affix embossed tags to hot-dipped galvanized members.

2.6.2 Shop Primer

Shop prime structural steel, except as modified herein, in accordance with SSPC PA 1. Do not prime steel surfaces embedded in concrete, galvanized

SECTION 05 12 00 Page 8

At locations using an Intumescent Epoxy Coating, only an approved primer from the Intumescent Epoxy Coating manufacturer is allowed. See Notes #1 & #2 on Sheet A-132 & A-135.

surfaces, or surfaces within 0.5 inch of the toe of the welds prior to welding (except surfaces on which metal decking is to be welded). Slip critical surfaces shall be primed with a Class B coating. Prior to assembly, prime surfaces which will be concealed or inaccessible after assembly. Do not apply primer in foggy or rainy weather; when the ambient temperature is below 45 degrees F or over 95 degrees F; or when the primer may be exposed to temperatures below 40 degrees F within 48 hours after application, unless approved otherwise by the Contracting Officer.

2.6.2.1 Cleaning

SSPC SP 6, except steel exposed in spaces above ceilings, attic spaces, furred spaces, and chases that will be hidden to view in finished construction may be cleaned to SSPC SP 11 when recommended by the shop primer manufacturer. Maintain steel surfaces free from rust, dirt, oil, grease, and other contaminants through final assembly.

2.6.2.2 Primer

Apply primer to a minimum dry film thickness of 2.0 mil except provide the Class B coating for slip critical joints in accordance with the coating manufacturer's recommendations. Repair damaged primed surfaces with an additional coat of primer.

2.7 Crane Rail

Provide ASCE crane rail and rail clips spaced as recommended by crane supplier.

PART 3 EXECUTION

3.1 FABRICATION

Fabrication shall be in accordance with the applicable provisions of AISC 325. Fabrication and assembly shall be done in the shop to the greatest extent possible. Structural steelwork, except surfaces of steel to be encased in concrete and surfaces to be field welded shall be prepared for painting in accordance with endorsement "P" of AISC 201 and primed with the specified paint.

Shop splices of members between field splices will be permitted only where indicated on the Contract Drawings. Splices not indicated require the approval of the Contracting Officer.

3.2 INSTALLATION

3.3 ERECTION

For low-rise structural steel buildings (60 feet tall or less and a maximum of 2 stories), the erection plan shall conform to AISC 303 and the structure shall be erected in accordance with AISC 810.

Provide for drainage in structural steel. After final positioning of steel members, provide full bearing under base plates and bearing plates using nonshrink grout. Place nonshrink grout in accordance with the manufacturer's instructions.

SECTION 05 12 00 Page 9

3.3.1 STORAGE

Material shall be stored out of contact with the ground in such manner and location as will minimize deterioration.

3.4 CONNECTIONS

Except as modified in this section, connections not detailed shall be designed in accordance with AISC 360. Build connections into existing work. Do not tighten anchor bolts set in concrete with impact torque wrenches. Punch, subpunch and ream, or drill bolt holes perpendicular to the surface of the member. Holes shall not be cut or enlarged by burning.

Bolts, nuts, and washers shall be clean of dirt and rust, and lubricated immediately prior to installation.

3.4.1 High-Strength Bolts

ASTM A 325 bolts shall be tightened to a "snug tight" fit except that bolts shall be fully tensioned to 70 percent of their minimum tensile strength at locations as indicated on the connection drawings. Direct tension indicator tightening, shall be the only acceptable tightening methods. Bolts shall be installed in connection holes and initially brought to a snug tight fit. After the initial tightening procedure, bolts shall then be fully tensioned, progressing from the most rigid part of a connection to the free edges.

3.4.1.1 Installation of Load Indicator Washers (LIW)

ASTM F 959. Where possible, the LIW shall be installed under the bolt head and the nut shall be tightened. If the LIW is installed adjacent to the turned element, provide a flat ASTM F 436 washer between the LIW and nut when the nut is turned for tightening, and between the LIW and bolt head when the bolt head is turned for tightening. In addition to the LIW, provide flat ASTM F 436 washers under both the bolt head and nut when ASTM A 490 bolts are used.

3.5 GAS CUTTING

Use of gas-cutting torch in the field for correcting fabrication errors will not be permitted on any major member in the structural framing. Use of a gas cutting torch will be permitted on minor members not under stress only after approval has been obtained from the Contracting Officers.

3.6 WELDING

AWS D1.1/D1.1M, except use only shielded metal arc welding and low hydrogen electrodes for ASTM A 514/A 514M steel. Do not stress relieve ASTM A 514/A 514M steel by heat treatment. Grind exposed welds smooth as indicated. Provide AWS D1.1/D1.1M qualified welders, welding operators, and tackers.

The Contractor shall develop and submit the Welding Procedure Specifications (WPS) for all welding, including welding done using prequalified procedures. Prequalified procedures may be submitted for information only; however, procedures that are not prequalified shall be submitted for approval.

SECTION 05 12 00 Page 10

3.6.1 Removal of Temporary Welds, Run-Off Plates, and Backing Strips

Remove only from finished areas.

3.7 SHOP PRIMER REPAIR

Repair shop primer in accordance with the paint manufacturer's recommendation for surfaces damaged by handling, transporting, cutting, welding, or bolting.

3.7.1 Field Priming

Field priming of steel exposed to the weather, or located in building areas without HVAC for control of relative humidity. After erection, the field bolt heads and nuts, field welds, and any abrasions in the shop coat shall be cleaned and primed with paint of the same quality as that used for the shop coat.

3.8 GALVANIZING REPAIR

Provide as indicated or specified. Galvanize after fabrication where practicable. Repair damage to galvanized coatings using ASTM A 780/A 780M zinc rich paint for galvanizing damaged by handling,…