140R6018R0003_Amend_0005.pdf

(x)

140R6018R0003 x x

1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE RECEIVED AT

THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

Billings MT 59107

R60

PO Box 36900 Regional Office Great Plains Region Bureau of Reclamation

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

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

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

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

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

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

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

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE

05/23/2018

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

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

03/09/2018

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

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

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

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

ORDER NO. IN ITEM 10A.

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

Pueblo Dam -- Buttress Contraction Joint Treatment, Fryingpan-Arkansas Project, Colorado

See page 2 of 2 for changes incorporated by this amendment.

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

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

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

Gerri Voto-Braun

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

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

Solicitation No. 140R6018R0003 Amendment No. 0005

Description of Changes: This amendment incorporates the following changes to the solicitation:

1. Remove specifications Section 52 00 00 – Drawings, in its entirety and substitute therefor with the attached revised Section 52 00 00 – Drawings.

2. The following name-numbered drawing shall be added.

Sheet No. Drawing 17A 382-D-1317

3. Remove Section F – Deliveries or Performance, in its entirety and substitute therefor with the attached revised Section F – Deliveries or Performance.

4. Remove Section J – List of Documents, Exhibits and Other Attachments, Page J-1 and substitute therefor with the attached revised Section J – List of Documents, Exhibits and Other Attachments, Page J-1.

5. Remove Attachment No.1 General Decision Number CO180012, dated January 1, 2018, and substitute therefor with the attached revised Attachment No.1 General Decision Number CO180012, dated March, 02, 2018.

6. Remove Section M – Evaluation Factors for Award, Pages 3 and 4 and substitute therefor with the attached revised Section M – Evaluation Factors for Award, Pages 3 and 4.

Acknowledgement - See Block 11 above regarding how to acknowledge this amendment. The Government must receive the acknowledgement at the place designated for receipt of proposals (See Block 10 of the Standard Form 1442).

Closing Date for the Receipt of Proposals- The hour and date for receipt of proposals remains unchanged at 3:00 PM (Mountain Time Zone) on May 30, 2018.

Third Party – If you have given a copy of the solicitation to another party/person, please forward this amendment accordingly.

A final list of questions that were received prior to the cutoff date for questions of May 15, 2018, and their respective answers are attached to this amendment and are provided for informational purposes only.

Pueblo Dam

Buttress Contraction Joint Treatment Amendment No. 005

Fryingpan-Arkansas Project, Colorado Solicitation No. 140R6018R0003

Drawings

52 00 00 - 1

SECTION 52 00 00

DRAWINGS

PART 1 GENERAL

1.01 DISCREPANCIES, ERRORS, OR OMISSIONS

A. Inform the CO of discrepancies discovered on drawings in accordance with clause at

FAR 52.236-21, Specifications and Drawings for Construction.

B. In accordance with clause at FAR 52.236-21, Specifications and Drawings for

Construction, in case of discrepancies, written specifications take precedence over drawings unless otherwise specified.

1.02 SPECIFICATION DRAWINGS

A. Reference drawings referred to on specification drawings and not considered necessary for contract purposes are not included in specifications.

B. Parts of work for which dimensions are not shown have been drawn to scale as nearly to final dimensions as possible before purchase of machinery or equipment and development of final general and detailed designs.

1.03 INFORMATION DRAWINGS

A. Drawings marked “For Information Only” in the drawing list are included to show existing features about which knowledge is required to perform work under this contract.

These drawings do not show work to be performed under this contract.

B. If there are differences as determined by the CO between details and dimensions shown on these drawings and those of existing features at jobsite, use details and dimensions of existing features at jobsite.

1.04 LIST OF DRAWINGS

A. Drawings listed in Table 52 00 00A - List of Drawings are made a part of Section C -

Description/Specifications.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

52 00 00 - 2

Table 52 00 00A - List of Drawings

Sheet

No.

Drawing No. Title

General:

1 382-D-60010 Location Map

2 382-D-60011 Vicinity Map

Contractor Use, Staging and Temporary Stockpile Areas

Treatment:

3 382-D-60012 Upstream Elevation

Sheet 1 of 2

4 382-D-60013 Plan

Sheet 2 of 2

5 382-D-60014 Bathymetric Survey

Plan

6 382-D-60015 Treatment Extents and Details

Elevations and Sections

Sheet 1 of 10

7 382-D-60016 Treatment Extents and Details

Elevations and Sections

Sheet 2 of 10

8 382-D-60017 Treatment Extents and Details

Elevations and Sections

Sheet 3 of 10

9 382-D-60018 Treatment Extents and Details

Elevations and Sections

Sheet 4 of 10

10 382-D-60019 Treatment Extents and Details

Sections and Details

Sheet 5 of 10

11 382-D-60020 Treatment Extents and Details

Sections and Details

Sheet 6 of 10

12 382-D-60021 Treatment Extents and Details

Sections and Details

Sheet 7 of 10

52 00 00 - 3

Table 52 00 00A - List of Drawings

Sheet

No.

Drawing No. Title

13 382-D-60022 Treatment Extents and Details

Sections and Details

Sheet 8 of 10

14 382-D-60023 Treatment Extents and Details

Sections and Details

Sheet 9 of 10

14A 382-D-60024 Treatment Extents and Details

Sections and Details

Sheet 10 of 10

Information Drawings:

15 382-D-1312 Pueblo Dam

Sections

16 382-D-1313 Pueblo Dam

Concrete Dam and Spillway Stilling Basin

Plan and Elevation

17 382-D-1314 Pueblo Dam

Concrete Dam

Nonoverflow Sections

Plan, Elevation, Sections, and Details

17A 382-D-1317 Pueblo Dam

Concrete Dam

Top of Dam

Plan, Elevation, and Sections

18 382-D-1315 Pueblo Dam

Concrete Dam

Spillway

Plan, Elevations, Sections, and Details

Sheet 1 of 2

19 382-D-1316 Pueblo Dam

Concrete Dam

Spillway

Plan, Elevations, Sections, and Details

Sheet 2 of 2

52 00 00 - 4

Table 52 00 00A - List of Drawings

Sheet

No.

Drawing No. Title

20 382-D-1321A Pueblo Dam

Concrete Dam

Galleries

Plans, Elevation and Sections

Frame 1

21 382-D-1321B Pueblo Dam

Concrete Dam

Galleries

Plans, Elevation and Sections

Frame 2

22 382-D-1329 Pueblo Dam

Concrete Dam

Spillway Outlet Works

Sections and Details

23 382-D-1331 Pueblo Dam

Concrete Dam

River Outlet Works

Sections, Elevation, and Details

24 382-D-1332 Pueblo Dam

Concrete Dam

South Outlet Works

Elevations and Sections

25 382-D-1333 Pueblo Dam

Concrete Dam

Fish Hatchery Outlet Works

Plans, Elevation, and Sections

26 382-D-1335 Pueblo Dam

Concrete Dam

Fillets

Sheet 1 of 2

27 382-D-1336 Pueblo Dam

Concrete Dam

Fillets Sheet 2 of 2

28 382-D-1348 Pueblo Dam

Concrete Dam

Galleries

Typical Reinforcement

52 00 00 - 5

Table 52 00 00A - List of Drawings

Sheet

No.

Drawing No. Title

29 382-D-1734 Pueblo Dam

Concrete Dam

Shafts and Adits

Buttress 17

Dimensions and Reinforcement

30 382-D-1830 Pueblo Dam

Concrete Dam

Spillway

Reinforcement

Sheet 1 of 2

31 382-D-1831 Pueblo Dam

Concrete Dam

Spillway

Reinforcement

Sheet 2 of 2

32 382-D-1352 Pueblo Dam

Earth Dam Embankment

Right Abutment

Sheet 1 of 2

33 382-D-1353 Pueblo Dam

Earth Dam Embankment

Left Abutment

Sheet 2 of 2

Standard Drawings:

34 40-D-6263 General Notes and Minimum Requirements for Detailing

Reinforcement

35 40-D-7012 General Concrete Outline Notes

36 40-D-7102 Government Drawing Format

Drawing Border, Sample Title Block, and Signature Lines

END OF SECTION

52 00 00 - 6

This page intentionally left blank.

FOR INFORMATION ONLY

CMagalong Line

CMagalong Line

Pueblo Dam Amendment 0005 Buttress Contraction Joint Treatment Fryingpan-Arkansas Project, Colorado Solicitation No. 140R6018R0003

F - 1 (Revised)

SECTION F -- DELIVERIES OR PERFORMANCE

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

OF WORK

APR 1984

The Contractor shall be required to:

(a) Commence work under SCHEDULE A of this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) Prosecute the work diligently, and (c) Complete the entire work ready for use not later than 334 calendar days after the date the Contractor receives the notice to proceed. The time stated for completion shall include final cleanup of the premises.

Commence work under SCHEDULE B of this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) Prosecute the work diligently, and (c) Complete the entire work ready for use not later than 274 calendar days after the date the Contractor receives the notice to proceed. The time stated for completion shall include final cleanup of the premises.

Commence work under SCHEDULE C of this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) Prosecute the work diligently, and (c) Complete the entire work ready for use not later than 274 calendar days after the date the Contractor receives the notice to proceed. The time stated for completion shall include final cleanup of the premises.

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

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $1,800.00 for each calendar day of delay beyond the final contract completion date.

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

F.3 52.211-13 TIME EXTENSIONS SEPT 2000

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

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

If the quantity of a unit-priced item in this contract is an estimated quantity and the actual quantity of the unit-priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 115 percent or below 85 percent of the estimated quantity. If the quantity variation is such as to cause an increase in the time necessary for completion, the

Fryingpan-Arkansas Project, Colorado Solicitation No. 140R6018R0003

F - 2 (Revised)

Contractor may request, in writing, an extension of time, to be received by the Contracting Officer within 10 days from the beginning of the delay, or within such further period as may be granted by the Contracting Officer before the date of final settlement of the contract. Upon the receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date as, in the judgment of the Contracting Officer, is justified.

F.5 52.242-14 SUSPENSION OF WORK APR 1984

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

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

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

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

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

Fryingpan-Arkansas Project, Colorado Solicitation No. 140R6018R0003

J - 1 (Revised)

SECTION J – LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

Attachment No. 1 ..................................................... General Decision Number CO180012, dated March 2, 2018 Attachment No. 2 ..................................................................................................... Standard Form 24 - Bid Bond Attachment No. 3 .................................................................................................. Proposed Subcontracting Goals Attachment No. 4 .................................................................................................. Past Performance Questionnaire

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General Decision Number: CO180012 03/02/2018 CO12

Superseded General Decision Number: CO20170012

State: Colorado

Construction Type: Heavy

Counties: Adams, Arapahoe, Boulder, Broomfield, Denver, Douglas, El Paso, Jefferson, Larimer, Mesa, Pueblo and Weld Counties in Colorado.

HEAVY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any 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 $10.35 per hour (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 2018. The EO minimum wage rate will be adjusted annually.

Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/05/2018 1 01/12/2018 2 02/02/2018 3 02/09/2018 4 03/02/2018

ASBE0028-001 07/01/2017

Rates Fringes

Asbestos Workers/Insulator (Includes application of all insulating materials, protective coverings, coatings and finishings to all types of mechanical systems)....................$ 30.73 14.23 file:///ibr6gprfp002.bor.doi.net/...Dam%20Contraction%20Joint/PREAWARD/Solicitation/Amendments/Amendment%20No.%205/CO12.txt[5/22/2018 1:58:31 PM]

BRCO0007-004 01/01/2018

ADAMS, ARAPAHOE, BOULDER, BROOMFIELD, DENVER, DOUGLAS AND

JEFFERSON COUNTIES

Rates Fringes

BRICKLAYER.......................$ 27.98 8.53

BRCO0007-006 05/01/2017

EL PASO AND PUEBLO COUNTIES

Rates Fringes

BRICKLAYER.......................$ 25.32 9.90

ELEC0012-004 01/01/2018

PUEBLO COUNTY

Rates Fringes

ELECTRICIAN

Electrical contract over $1,000,000..................$ 27.95 11.40+3% Electrical contract under $1,000,000..................$ 24.85 11.40+3%

ELEC0068-001 01/01/2018

ADAMS, ARAPAHOE, BOULDER, BROOMFIELD, DENVER, DOUGLAS,

JEFFERSON, LARIMER, AND WELD COUNTIES

Rates Fringes

ELECTRICIAN......................$ 34.70 15.07

ELEC0111-001 09/01/2017

Rates Fringes

Line Construction:

Groundman...................$ 25.68 25.25%+$5.75 Line Equipment Operator.....$ 31.35 25.25% + $5.75 Lineman and Welder..........$ 44.92 25.25%+$5.75

ELEC0113-002 01/01/2018

EL PASO COUNTY

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ELECTRICIAN......................$ 31.00 15.48

ELEC0969-002 06/01/2015

MESA COUNTY

Rates Fringes

ELECTRICIAN......................$ 24.00 7.92

ENGI0009-001 05/01/2017

Rates Fringes

Power equipment operators:

Blade: Finish...............$ 27.92 10.10 Blade: Rough................$ 27.60 10.10 Bulldozer...................$ 27.60 10.10 Cranes: 50 tons and under..$ 27.75 10.10 Cranes: 51 to 90 tons......$ 27.92 10.10 Cranes: 91 to 140 tons.....$ 28.55 10.10 Cranes: 141 tons and over...$ 29.82 10.10 Forklift....................$ 27.22 10.10 Mechanic....................$ 28.08 10.10 Oiler.......................$ 26.84 10.10 Scraper: Single bowl under 40 cubic yards........$ 27.75 10.10 Scraper: Single bowl, including pups 40 cubic yards and over and tandem bowls.......................$ 27.92 10.10 Trackhoe....................$ 27.75 10.10

* IRON0024-003 11/01/2017

Rates Fringes

Ironworkers:.....................$ 27.45 27.76 Structural

LABO0086-001 05/01/2009

Rates Fringes

Laborers:

Pipelayer...................$ 18.68 6.78

PLUM0003-005 06/01/2017

ADAMS, ARAPAHOE, BOULDER, BROOMFIELD, DENVER, DOUGLAS,

JEFFERSON, LARIMER AND WELD COUNTIES

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PLUMBER..........................$ 39.08 16.44

PLUM0058-002 07/01/2017

EL PASO COUNTY

Rates Fringes

Plumbers and Pipefitters.........$ 36.50 14.10

PLUM0058-008 07/01/2017

PUEBLO COUNTY

Rates Fringes

Plumbers and Pipefitters.........$ 36.50 14.10

PLUM0145-002 07/01/2016

MESA COUNTY

Rates Fringes

Plumbers and Pipefitters.........$ 35.17 11.70

PLUM0208-004 06/01/2016

ADAMS, ARAPAHOE, BOULDER, BROOMFIELD, DENVER, DOUGLAS,

JEFFERSON, LARIMER AND WELD COUNTIES

Rates Fringes

PIPEFITTER.......................$ 37.10 16.62

SHEE0009-002 07/01/2017

Rates Fringes

Sheet metal worker...............$ 33.26 16.61

TEAM0455-002 07/01/2017

Rates Fringes

Truck drivers:

Pickup......................$ 20.91 4.22 Tandem/Semi and Water.......$ 21.54 4.22

SUCO2001-006 12/20/2001

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BOILERMAKER......................$ 17.60

Carpenters:

Form Building and Setting...$ 16.97 2.74 All Other Work..............$ 15.14 3.37

Cement Mason/Concrete Finisher...$ 17.31 2.85

IRONWORKER, REINFORCING..........$ 18.83 3.90

Laborers:

Common......................$ 11.22 2.92 Flagger.....................$ 8.91 3.80 Landscape...................$ 12.56 3.21

Painters:

Brush, Roller & Spray.......$ 15.81 3.26

Power equipment operators:

Backhoe.....................$ 16.36 2.48 Front End Loader............$ 17.24 3.23 Skid Loader.................$ 15.37 4.41

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

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

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)).

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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 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 file:///ibr6gprfp002.bor.doi.net/...Dam%20Contraction%20Joint/PREAWARD/Solicitation/Amendments/Amendment%20No.%205/CO12.txt[5/22/2018 1:58:31 PM]

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 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:

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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

M - 3 (Revised) corrective actions taken. Additionally, list any safety or environmental awards or recognition your company has received during the past five years.

ii. Include job hazard analyses (JHAs) that addresses hazards associated with the primary phases of the project including working near outlet works intakes, fluctuating reservoir levels, and work restrictions or limitations during wind/storm events. The JHAs will be used to determine the offeror’s understanding of the occupational safety and health issues associated with the work. A general company safety program with references to regulations and/or general references to meeting the safety requirements in the specifications is not acceptable and will result in a lower rating.

2. Company Experience – Furnish a list (no more than 5) of Federal, State, local government or

Commercial projects completed within the last 10 years similar in scope and complexity to the work required under this solicitation. The projects must clearly demonstrate the ability to successfully accomplish projects in a timely manner, utilize resources efficiently, and work with project owners and/or water utilities. Similar projects are defined as work involving underwater construction, placement of underwater materials, underwater work involving similar work and flow restrictions, water deliveries during construction period, fluctuating water surfaces, and complex work involving barges, floating work platforms and/or scaffolding.

Provide the following information for each project:

• Name and location of project.

• Description of work.

• Contract number, date and type.

• Original completion time and date, and actual dates and duration for each project

(including modifications).

• Initial contract amount and final contract amount (including modifications).

• Name and address of the acquiring agency or commercial customer.

• Features of work similar to this solicitation.

• Any problems encountered in performance of the work and corrective actions taken.

• Name(s), telephone number(s), e-mail addresses of references from the acquiring customer who may be contacted for further information. References with incorrect or missing phone numbers, contact names, or e-mails may not be evaluated, potentially resulting in a less favorable rating or the offeror’s proposal. In addition, to the past performance information submitted by the offeror, the Government may obtain past performance information from other Federal or State agencies.

If an offeror intends to utilize subcontractors to perform any of the major components of work, all of the above information shall be provided for each proposed subcontractor.

3. Key Personnel - Furnish complete and detailed resumes for all key personnel (any staff who will oversee major components of the work). At a minimum, key personnel includes the project manager, superintendent, onsite safety and health professional, and dive master.

Resumes are limited to 2 pages per individual and, at a minimum, shall address the following:

• Name and role/responsibilities for this project

• Educational background, professional registrations or certifications

• Qualifying experience covering at least the last five years to include the following:

i. Project names, locations and dates of assignments.

M - 4 (Revised)

ii. Description of duties and responsibilities for each assignment.

iii. Accomplishments or other pertinent information which demonstrates their suitability for the work assigned to them on this project.

If an offeror intends to utilize a subcontractor or subcontractor employee to occupy any of the key positions identified above, submit resumes for these individuals.

Your proposal must contain a statement of assurance that these individuals will be available to work on this project, if awarded the contract. In addition, if any of the key personnel identified in your proposal are subcontracted, your proposal must contain a statement of assurance that they will be available to work on this project as well.

4. Past Performance - The reference information provided under company experience above will be used to determine past performance information. In addition, Offerors shall have a Past Performance Questionnaire (PPQ), contained in Section J, completed by at least three (3) of the offeror’s previous clients/owners. Offerors are strongly encouraged to inform previous clients of the importance of the questionnaires as it is a determining factor in rating the proposal. It is the offeror’s responsibility to ensure that the government receives the requested questionnaires by the time and date specified in the solicitation for the receipt of proposals. If an offeror intends on utilizing subcontractors to perform major portions of the work, (excluding suppliers), PPQs shall be submitted on behalf of each proposed major subcontractor.

5. Price - All proposed prices will be reviewed for price reasonableness and any instances of unbalanced pricing. For any trade-offs performed, the price component will be the sum of the total prices for Price Schedule A + Price Schedule B + Price Schedule C.

NOTE 1 - If an offeror intends on utilizing subcontractors to perform any of the work, all of the above information must be provided for each subcontractor.

NOTE 2 - The Government intends to award this contract without conducting negotiations; therefore failure to submit any of the information addressed above for each of the factors and/or subfactors may result in an unacceptable proposal.

NOTE 3 – The Government will use oral presentations as a means to ensure the offeror with the best written technical proposal can effectively portray their plan to implement their proposed construction plan, schedule, and means and methods.

Oral Presentations – The TPEC will conduct an initial evaluation of the written proposals and assign an initial rating for each individual factor and subfactor by proposal, and then establish an overall technical rating for Volume II -- Technical Proposal. Each offeror that submits a technical proposal, which receives a technical rating of Acceptable or better, will be required to provide an oral presentation for the Government’s review and evaluation. The TPEC will evaluate each offeror’s oral presentation, to arrive at a final overall technical rating for each proposal. Proposals that do not receive a technical rating of Acceptable or better, based on the initial evaluation of written proposals, will not be further considered for award.

Schedule for Presentation – Presentations will be scheduled with offerors within two to six weeks of receipt of proposals. Each offeror will be contacted regarding scheduling the date and time of the presentations. However, all presentations will be held within the same week, based on the availability of the Technical Proposal Evaluating Committee (TPEC) members and each offeror. For scheduling purposes, oral presentations will likely take place between mid-June, 2018 to early July, 2018.

Pueblo Dam Contraction Joint Leak Repair Solicitation No. 140R1680R0003

22. Can the Government provide an approximate schedule award date to incorporate into the

Construction Schedule as required for the technical proposal?

Yes. Proposer should anticipate and Award date of August 31, 2018; in preparing the

Construction Schedule.

23. Specification 01 56 32 Part C(1) calls out is “In accordance with approved manufacturer’s product data.” No product is provided and floating barriers have a significant range of cost.

Please define the threat, what fence is protecting (just around the barge, etc.) or provide a manufacturer and type.

Refer to the following response that was provided in Amendment No. 0004, issued on May 10, 2018 to contractor question No. 17:

“Refer to revised specifications Section 01 56 32 – Temporary Safety Fence, and revised design drawing 382-D-60011 regarding the type of floating buoy required.”

24. Please reference drawing 382-D-60018, Section B. What is the width of the top of dam

(at elevation 4921.00). Also, is there any load restrictions for the top of the dam and/or parapet wall?

Refer to new “For Information Only” drawing 382-D-1317 – Pueblo Dam, Concrete Dam, Top of Dam, Plan Elevation, and Sections, sheet 17a, regarding the width of the top of dam. All existing conditions shall be field verified by contractor.

Refer to the following response that was provided in Amendment No. 0004, issued on May 10, 2018 to contractor question No. 14:

“Refer to revised specifications Section 01 55 00 – Vehicular Access and Parking, and

Section 01 14 10 – Use of Site, regarding the use of existing concrete and embankment roadways.”

25. Amendment 0004, section 01 14 10-2, paragraph 1.04.A revised the project conditions to allow the contractor to work up to 10 hours per day, five days per week unless otherwise approved by the COR in advance. We have developed a very detailed schedule for the project which includes over 400 activities. The schedule we have developed with estimated durations for each activity requires working 6 days per week and we still come up short of meeting the CCD for Phase 1 by 28 days. This is due in large part to the submittals and procurement durations needed for the Schedule A work. Please consider doing one or more of the following:

a. Revise the duration for Schedule A work to 334 calendar days from NTP

b. Allow the contractor to work Saturdays.

c. Allow the contractor to work second shift

Refer to revised Section F – Deliveries or Performances, and Section M – Evaluation

Factors for Award, Pages 3 and 4, regarding schedule updates.

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382-D-1317 ShtNo FIO: 17A