W911KB-10-R-0033-0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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.

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

Reference Project Title and Location: Recovery Project #: 013597 Carl E. Moses Harbor Floating Breakw ater Unalaska, Alaska

a. The above numbered Solicitation is hereby amended to add pre-proposal meeting minutes, add questions and answ ers, updated the Proposal Schedule, update the Contract Clauses; make changes to the specifications, and update the Wage Determinations. The specific changes are identified on Page 2, Summary of Changes.

b. Point of contact for this amendment is Yolanda M. Ikner at (907) 753-2553.

c. The date/time for receipt of offers remains unchanged at 1 Sept 2010 at 2:00 PM.

d. All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 28

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

16C. DATE SIGNED

BY 18-Aug-2010

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W911KB-10-R-0033

X 9B. DATED (SEE ITEM 11)

02-Aug-2010

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

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 Offer is extended, X is not extended.

Offer 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 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.

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.)

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

17-Aug-2010

CODE

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

PO BOX 6898

ELMENDORF AFB AK 99506-0898

W911KB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911KB-10-R-0033

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

Reference Project Title and Location: Carl E. Moses Harbor Floating Breakwater Unalaska, Alaska

a. The above numbered Solicitation is hereby amended to add pre-proposal meeting minutes, add questions and answers, updated the Proposal Schedule, update the Contract Clauses; make changes to the specifications, and update the Wage Determinations. The specific changes are identified on Page 2, Summary of Changes.

b. NOTIFICATION: The W911KB-10-R-0033, Carl E. Moses Harbor Floating Breakwater, Unalaska, AK is being funded in part with ARRA funds. These funds must be obligated by 30 September 2010. To ensure award of this contract is on or about 30 September 2010, this contracting office will accept questions from offerors in reference to this Solicitation until COB August 23, 2010. Please forward all questions to Yolanda Ikner at email address: yolanda.m.ikner@usace.army.mil , PHONE NO.: (907) 753-2553

c. Point of contact for this amendment is Yolanda M. Ikner at (907) 753-2553.

d. The date/time for receipt of offers remains unchanged at 1 Sept 2010 at 2:00 PM.

e. All other terms and conditions remain unchanged.

SECTION 00 72 00 - CONTRACT CLAUSES

The following clause has been modified to change the date to exercise options:

52.217-7 OPTION FOR INCREASED QUANTITY--SEPARATELY PRICED LINE ITEM (MAR 1989)

The Government may require the delivery of the numbered line item, identified in the Schedule as an option item, in the quantity and at the price stated in the Schedule. The Contracting Officer may exercise the option by written notice to the Contractor by 01 November 2010.

(End of clause)

Reference solicitation page 64. DFARS Clause 252.222-7000: Restrictions on Employment of Personnel (Mar 2000) This clause is hereby deleted in its entirety.

The following clause is hereby added EFARS Clause 52.232-5000:

EFARS 52.232-5000 PAYMENT FOR MATERIALS DELIVERED OFF-SITE (MAR 1995)

(a) Pursuant to FAR clause 52.232-5, Payments Under Fixed Priced Construction Contracts, materials delivered to the contractor at locations other than the site of the work may be taken into consideration in making payments if included in payment estimates and if all the conditions of the General Provisions are fulfilled. Payment for items delivered to locations other than the work site will be limited to: (1) materials required by the technical provisions;

or (2) materials that have been fabricated to the point where they are identifiable to an item of work required under this contract; (3) materials that are stored in a secure location; (4) materials that are stored distinctly separate from materials for other projects; and (5) materials that are stored in manner allowing a direct observation of the quantity of material.

(b) Such payment will be made only after receipt of paid or receipted invoices or invoices with canceled check showing title to the items in the prime contractor and including the value of material and labor incorporated into the item. Payment will be limited to a maximum of 85% of the invoiced value for materials delivered off-site. In addition to petroleum products, payment for materials delivered off-site is limited to the following items:

Components of Floating Breakwater Modules Components of Floating Breakwater Module Moorings Completed Floating Breakwater Modules

(End of clause)

The following documents are attached:

1. The Pre-Proposal Meeting Minutes and Offeror Questions and Answers are attached (Attachment 1)

2. Attachment 2 Updated Table of Contents for this solicitation

3. An updated Proposal Schedule is attached (Attachment 3). Text additions are underlined and text deletions are strikethrough. The revisions are as follows:

EVALUTIONS OF OFFERS

a. Adding information to No. 1.

Note to Offerors

1. a. Correcting No. 1 See SECTION 01 22 00.00 10 Measurement and Payment for work included in Bid Items.

4. SECTION 00 73 46 - WAGE RATES

Updated Wage Determinations are also attached (Attachment 4)

5. The following Specification Sections are revised as indicated. The identifier "AM #1" appears before and after new and revised material. Revised Specification Sections are attached.

The Following Specification Sections Have Been Changed:

STANDARD FORM 1442, Page 1 of 88 Removed “920” from block 11

Section 00 11 00, Paragraph 1. BUSINESS HOURS, Page 3 of 88 Changed “2:00 P.M.” to “4:30 P.M.”

TABLE OF CONTENTS, Page 4 of 88 Replaced TABLE OF CONTENTS

Section 00 11 01 – CLIN SCHEDULE, Pages 11 & 12 of 88 Replaced CLIN Schedule

Section 00 11 01 – CLIN SCHEDULE, Page 13 of 88, Paragraph 3.

Changed item numbers for Option Items to be exercised concurrently to “0006 thru 0008”

Section 00 72 00 – CONTRACT CLAUSES, Page 42 of 88 Removed FAR 52.204-11 from clauses included by reference as this is a duplicate of full text clause 52.204-11

Section 01 19 40.00 29, Paragraph 1.3, SD-06 Test Reports Corrected spelling of “survey”

Section 01 19 41, Paragraph 1.3.7, Page 4 Placed a space between “30 meters” and “of” in second sentence Placed a period at the end of the second sentence

Section 01 19 41, Paragraph 2.1, Page 5 Used all capital letters in paragraph title, i.e “CONCRETE”

Section 01 22 00.00 10, MEASUREMENT AND PAYMENT Replaced entire section

Section 03 31 29, Paragraph 2.1.2 g., Page 17 Placed a space between “0.5 degrees C” and “for” in third sub-paragraph

Section 03 31 29, Table 3 – Air Content, Page 20 Removed repeating periods from third row of table

The Following Drawings Have Been Changed:

S1.01 CHANGED SHACKLE TYPE & PART NO.

S2.01 CLARIFIED ACCEPTABLE KENTER LINKS

CLARIFIED REINFORCING CALLOUT

S3.02 MOVED HIDDEN LINES

S3.03 REVISE REBAR COUNTS

S3.06 CLARIFIED HOR HOLE FOR TYPE I BULL RAIL

S3.09 CLARIFIED PROTECTION PL WELDING

ADDED NOTE 8

(End of Summary of Changes)

Attachment 1 Carl E. Moses Harbor Floating Breakwater, Unalaska, Alaska Pre-Proposal Conference

USACE Alaska District Regulatory Office 1600 A Street, Suite 110 Solicitation No. W911KB-10-R-0033

August 17, 2010

A pre-proposal meeting was held at USACE Alaska District Regulatory Office. The following people attended:

Members Present Christine Dale Contracting Officer 753-5618 Yolanda Ikner Contract Specialist 753-2553 Margaret Frisby Contracting Intern 753-2743 David Martinson Project Manager 753-2668 Robert Tedrick Structural Engineer 753-5745

Contractors Present Bryce Erickson West Construction 561-9811 Mike Hamm Northland Services 351-8988 Alba Brice Brice Construction 452-2512

Contractors Via Telephone David Russ General Construction Bob Rau General Construction Mark Erickson General Construction Brian Krohmer Barnard Construction Tyler Zimmerman City of Unalaska Chris Willis Pacific Pile & Marine

Pre-Proposal conference began at 1335 at USACE Alaska District Regulatory Office. Introductions were made and Yolanda Ikner began with the welcome, meeting rules and safety issues.

Christine Dale explained that any remarks, comments or explanations provide during the conference shall not change or qualify the terms and conditions of the solicitation or resultant contract. Changes can only be made by formal written amendment(s).

Answers to questions that are deemed relevant will be incorporated into the solicitation. Questions and answers to questions from this conference will be addressed in minutes posted via amendment on FedBizOps. It was requested that all questions be submitted via e-mail to contracting.

Conference Highlights

Reference Section 00 21 00 - Instructions, Conditions and Notices To Offerors and Section 00 22 11 - Evaluation Factors for Award, Part 1: GENERAL INFORMATION, paragraph 7. PROPOSAL SUBMISSION

INSTRUCTIONS

It is the responsibility of the contractor to get their proposals on base. It was noted that the procedures for getting proposals to the contracting office had changed and that contracting will no longer be providing personnel at the base gates to receive proposals. Contractors can use a number of courier services here in town that have access to base. Delivery of proposals is the responsibility of the contractor. Proposals are to be delivered to room 30 (contracting office area).

1. Proposal due date 1 September 2010 at 1400hrs Alaska time

2. Date and Time stamp must be on proposal

3. Proposals are to remain unopened until the proposal due date and time.

4. In accordance with the solicitation, Volume 2 will only be accepted by email or fax. Offerors shall submit Volume I – Technical Proposal via hardcopy in accordance with the instructions below in this section.

Contract Type is a firm fixed-price construction contract. The RFP consists of a Base Item and 8 option Items.

(Please note that the number of option Items is changed to 5 as a result of this amendment.) The method of procurement is Lowest Price Technically Acceptable. A firm fixed price construction contract will be awarded to the offeror who submits a proposal with the lowest total evaluated price for the base and optional items meeting or exceeding the acceptability standards for all the non-cost factors.

Project will be partially funded by ARRA funding and therefore subject to the additional ARRA reporting requirements. Christine Dale covered the ARRA clauses in full detailed and the reporting responsibility that the contractor will have to complete.

The following areas of the solicitation, specification, and drawings were discussed.

Page 3 of the solicitation will be corrected to reflect the actual hours for acceptance of proposals to the Contracting Office. The delivery time information should read as on page 22 of the solicitation.

Page 26 of the Solicitation, Tab C - Understanding of Requirements— Sub Factor 3 Alternate Designs. Contractors were reminded that if the full-design provided is used, contractors shall provide a simple statement to that effect for this sub factor. The offeror shall understand that this is not a design build contract.

Robert Tedrick proceeded to draw attention to several technical aspects of the solicitation documents, starting at the PROJECT TABLE OF CONTENTS, just after page 88 of 88. The following Specification and Drawing Sections Were highlighted:

Specifications:

Division 00- Procurement and Contracting Requirements.

Section 00 31 10, Metric Measurement, pointed out paragraph 1.3.2 c. and the associated table of metric designations and acceptable imperial sizes that may be substituted.

Division 01- General Requirements Section 01 19 41 Floating Breakwater Performance Requirements.

1.1 Scope - Read this paragraph

1.3.8 Floating Breakwater Moorage Requirements - Read first sentence of this paragraph.

1.4 Design Requirements - Read first sentence of this paragraph.

2.1 Concrete – Read this paragraph.

Section 01 57 20.00 10 Environmental Protection

1.7 Protection Features – Read the first sentence of the second subparagraph of this paragraph.

3.2.5 Contractor Facilities and Work Areas – Read the first sentence of this paragraph.

Section 03.31.29 Marine Concrete

1.4.1 Analysis Requirements – Read from the last line at the bottom of page 9 to the end of this paragraph.

1.7 Floating breakwater Transportation – Read the last sentence of this paragraph.

1.8 Floating Breakwater Mooring – Read this paragraph.

1.8.1 Chain Length Provisions – Read this paragraph.

1.8.2 Anchor Chain Tensioning – Read this paragraph.

1.8.3 Required Sequence of Work – Read this paragraph including all four (a. through d.) subparagraphs.

3.7.5Plant Inspection of Floating Breakwater Modules – Read this paragraph.

Section 06 13 33 Preservative Treated Timbers

2.1.1.2 Preservative Treatment – Read first sentence of this paragraph.

3.2.3 Antiseize Compound - Read this paragraph.

Section 35 59 13.19 Waterway and Marine Construction

3.1.1 Antiseize Compound – Read this paragraph.

Drawing Comments

W1.01 General Notes:

Read note 1.

Read note 2.

Read note 3. Explained the apparent discrepancy between the wave environment indicated here and the design wave criteria for the floating breakwater modules (Section 01 19 41). The floating breakwater modules, when installed, will be protected by the existing rubble mound breakwater. The wave environment indicated here is for the general area within the construction boundary, including areas not sheltered by the rubble mound breakwater.

Read note 4.

Mentioned note 5, and the no transit zone.

S3.01 Notes - Pointed out that the size and link-length measurements for stud link anchor chain are given in inches, which is a case where imperial units are used.

S3.02Detail B - Pointed out that this detail is typical of where millimeters are used, which is stated in the detail title.

S3.09 Notes:

Read note 1. Mentioned anti-seize as previously mentioned from the specifications.

Read note 2.

Read note 3. Mentioned anti-seize as previously mentioned from the specifications.

Read note 4.

Read note 5.

Read note 6.

Read note 7.

After review of the specifications and drawings, the discussion was open to questions by contractors. See attached Questions & Answers.

Amendment AM0001

Date of Question(s): 9 August, 2010

Question 101: Section 01 19 41 states:

1.4 DESIGN REQUIREMENTS

“The floating breakwater material shall be post-tensioned concrete. The configuration shall be such as to provide a minimum width of 6.4 meters and a minimum unladen draft of 1.3 meters

a) Will alternate design materials and configurations (such as galvanized steel float sections with corrosion protection) be considered if shown to meet the performance requirements identified in Section 01 19 41 through submitted calculations?

b) If not, this requirement severely limits the scope of any alternative designs. Is that the intent?

Answer 101:

a) No. The solicitation documents remain unchanged as a result of this question.

b) No. The solicitation documents remain unchanged as a result of this question.

Question 102:

a) How are alternate designs submitted?

b) Is the Bidder’s RFP response to include a response for both the USACE floating breakwater

AND an alternate design?

c) Is submission of only an alternate design proposal acceptable?

d) Can a bidder get pre-approval of an alternate design prior to submission of proposal?

Answer 102:

a) Please see Section 00 22 11 – Evaluation Factors for Award, Part III: PROPOSAL

SUBMITTAL REQUIREMENTS, VOLUME I – TECHNICAL PROPOSAL, TAB C –

UNDERSTANDING OF REQUIREMENTS on Page 26 of 88. Sub-factor “3. Alternate Designs” identifies whether the proposal will be for the full design provided, or for an alternate design. The solicitation documents remain unchanged as a result of this question.

b) No. The solicitation documents remain unchanged as a result of this question.

c) Yes. The solicitation documents remain unchanged as a result of this question.

d) No. The solicitation documents remain unchanged as a result of this question.

Question 103:

a) Will alternate breakwater layouts be considered which provide better vessel access and more room within the harbor?

b) Does the permit allow relocation/reconfiguration of the breakwater?

Answer 103:

a) No. The solicitation documents remain unchanged as a result of this question.

b) The U.S. Army Corps of Engineers does not issue itself permits for our projects. Significant changes to the floating breakwater location/configuration would require additional coordination with state and federal agencies. Acceptance of changes cannot be guaranteed.

The solicitation documents remain unchanged as a result of this question.

Question 104: Could you provide a schedule and float configuration for the ongoing harbor project? We will need to determine if there will be conflicts with our installation vessels and the floats or float contractor’s vessels. Of most concern is the harbor side anchor installation.

Answer 104: No. Responsibility for coordination shall remain with the Contractor. Recommend contacting the

City of Unalaska for information on other contract work. The solicitation documents remain unchanged as a result of this question.

Date of Question(s): 10 August, 2010

Question 105: SF 1442 states performance must be completed within 920 days. 52.211-10, Commencement, Prosecution, and Completion of Work, Page 50 of 88, states completion no later than February 15, 2013. Please clarify.

Answer 105: Please see revised SF 1442 on sheet 1 of 88, which is part of this amendment (AM0001).

Date of Question(s): 11 August, 2010

Question 106: Drawing S3.02, Section “Module End Elevation”, indicates a draft of 1.5 meters (approximate). It that the intended draft with the module alone or with the tensioned anchor chains and clump weights?

Answer 106: The 1500mm dimension shown is to the center of the top row of post tensioning anchorages. The approximate still water line is shown just below the upper extension line of this dimension. Final, in-place, draft will depend on many things, including tide level, and will not be precisely the same for each module. The water line shown is approximate – as stated. The solicitation documents remain unchanged as a result of this question.

Question 107: With the design shown, could these modules be picked if the pick points were at the ends and webs?

Answer 107: Please see Section 03 31 29, paragraph 1.4.1 Analysis Requirements which requires the Contractor to submit analysis calculations, for approval, for all construction related activities. The Government does not preclude the possibility of safely lifting the modules; however the means and methods would be required to be per the Contractor’s registered engineer’s analysis. The solicitation documents remain unchanged as a result of this question.

Question 108: Will the contractor be paid for each float module after it is constructed by the vendor in Seattle (or nearby area) as stockpiled material?

Similar Question from 8/12/10: Clause 52.232-5, Payments under Fixed-Price Construction Contracts, allows for payment for off-site work at the Contracting Officer’s discretion. Since much of the work will be accomplished off-site (i.e.: fabrication of floating breakwater units), please elaborate on how and when this work is to be measured and paid.

Answer 108: Please see new clause EFARS 52.232-5000 PAYMENT FOR MATERIALS DELIVERED OFF-

SITE (MAR 1995), which is part of this amendment (AM0001).

Question 109:

a) Seems like there could be 2 scenarios on manufacturing the floats. Some contractors may build their own, some will go to a vendor.

b) Is it correct that the Davis/Bacon rates would only apply if the floats are built by the contractor, not purchased by a vendor?

c) Another question along the same line, this contract requires only Alaska residents work on the project. There again, would this apply only if the contractor built their own floats, or would it apply to a vendor as well?

d) If a vendor who, in the normal course of business, hauls freight, tows barges, etc., is hired to move the modules to Unalaska, it is my understanding that they would not have to be Alaska residents or pay Davis Bacon. Do you concur?

e) If the contractor uses their own personnel and equipment to move the modules from Washington (or general area), would we have to use Alaska residents and pay Davis Bacon?

Answer 109:

a) Please see: Section 01 19 41, paragraph 2.1 Concrete, page 5, which states in part, “Relaxation of the PCI Plant Certification requirements shall not be acceptable.”; Section 01 19 41, paragraph 1.5 QUALITY REQUIREMENTS, page 5, which states in part, “… the precast plant shall be certified by the PCI Plant Certification Program for Category C1 work for casting of floating breakwater modules.”; and Section 03 31 29, paragraph 1.9.1 Precast Plant Qualifications and Quality Control Procedures, page 13, which states in part, “Plants shall be certified by the PCI Certification Program for Category C3 work for casting of floating breakwater modules.” In order for Contractors to build their own floating breakwater modules, they must be PCI certified as indicated. The solicitation documents remain unchanged as a result of this question.

b) In accordance with FAR CLAUSE 22.404 -- Davis-Bacon Act Wage Determinations: “The wage determinations apply only to those laborers and mechanics employed by a contractor upon the site of the work including drivers who transport to or from the site materials and equipment used in the course of contract operations. Determinations are issued for different types of construction, such as building, heavy, highway, and residential (referred to as rate schedules), and apply only to the types of construction designated in the determination.”

FAR CLAUSE 22.401 describes the Definition of what is considered “Site of the work”—

(1) Means—

(i) The primary site of the work. The physical place or places where the construction called for in the contract will remain when work on it is completed; and

(ii) The secondary site of the work, if any. Any other site where a significant portion of the building or work is constructed, provided that such site is—

(A) Located in the United States; and

(B) Established specifically for the performance of the contract or project;

(2) Except as provided in paragraph (3) of this definition, includes fabrication plants, mobile factories, batch plants, borrow pits, job headquarters, tool yards, etc., provided—

(i) They are dedicated exclusively, or nearly so, to performance of the contract or project;

and

(ii) They are adjacent or virtually adjacent to the “primary site of the work” as defined in paragraphs (1)(i) of “the secondary site of the work” as defined in paragraph (1)(ii) of this definition;

(3) Does not include permanent home offices, branch plant establishments, fabrication plants, or tool yards of a contractor or subcontractor whose locations and continuance in operation are determined wholly without regard to a particular Federal contract or project. In addition, fabrication plants, batch plants, borrow pits, job headquarters, yards, etc., of a commercial or material supplier which are established by a supplier of materials for the project before opening of bids and not on the project site, are not included in the “site of the work.” Such permanent, previously established facilities are not a part of the “site of the work,” even if the operations for a period of time may be dedicated exclusively, or nearly so, to the performance of a contract.

c) U.S. Bureau of labor statistics indicate that National Unemployment rate is higher than Alaska’s unemployment rate therefore DFARS 252.222-7000 will be removed

d) Answer is the same as stated in 109(b)

e) Answer is the same as stated in 109(b) and (c)

Question 110: Could the concrete anchors be cast in the contractor’s yard using carpenters, etc., or do they have to be cast in some certified facility? It appears they are similar to what contractor’s normally build.

Similar Question from 8/12/10: Section 03 31 29-1.9.1 requires precast concrete work to be done in a precast concrete plant certified under PCI MNL-116 and meeting certain experience criteria.

May the anchor blocks and clump weights be manufactured by the contractor or must they be built in a PCI certified plant?

Answer 110: Please see: Section 01 19 41, paragraph 1.5 QUALITY REQUIREMENTS, page 5; and Section

03 31 29, paragraph 1.9.1 Precast Plant Qualifications and Quality Control Procedures, page 13.

Both of these paragraphs are specific that PCI certification requirements are for floating breakwater modules. Also please see Section 03 31 29, paragraph 2.2.3 e. which states in part, “Use of aggregate representative of that traditionally used in the Unalaska area shall be considered historically adequate for use in clump weight and anchor block concrete.” The solicitation documents remain unchanged as a result of this question.

Date of Question(s): 12 August, 2010

Question 111: Clause 52.236-7 requires the contractor to obtain any permits. Please state what permits, if any, are required for installation of the breakwater.

Answer 111: No additional permits are required for the Contractor to complete the contract work required within the construction boundary shown. Any permits required for the Contractor’s operations that are not explicitly part of the contractually required work shall be the responsibility of the Contractor. The solicitation documents remain unchanged as a result of this question.

Question 112:

a) Is a Corps of Engineers Permit required for this work?

b) Please provide copies of the E.I.S. and any permits furnished by the Government.

Answer 112:

a) No. The solicitation documents remain unchanged as a result of this question.

b) The E.I.S. (and associated Feasibility Report) is a planning document based, in part, on preliminary and conceptual designs. The final project design varies from what is presented in the E.I.S. and Feasibility Report. The solicitation documents take precedence in all cases where there are differences. The solicitation documents remain unchanged as a result of this question.

Question 113:

a) Is any of the project to be performed on Indian-owned land?

b) Is any tribal tax to be paid?

Answer 113:

a) No. All Real Estate requirements have been obtained for the Contractor to complete the contract work required within the construction boundary shown - without any third-party involvement. The Contractor shall be responsible to coordinate with local land owners for any of his requirements outside the construction boundary. The solicitation documents remain unchanged as a result of this question.

b) Not for the Contractor to complete the contract work required within the construction boundary shown. The Contractor shall be responsible to coordinate with local land owners for any of his requirements outside the construction boundary. The solicitation documents remain unchanged as a result of this question.

At the conclusion of the conference it was mentioned again that all questions need to be submitted to the contracting office via e-mail so that full attention can be given to the questions and all questions and answers will be posted to FedBizOps with all other corrections needing to be made to the solicitation.

Attachment 2

TABLE OF CONTENTS

SECTION 00 11 00 Solicitation Contract Form (SF 1442) Corporation, Partnership, Joint Venture, or LLC Certificates Pre-Award Questionnaire

SECTION 00 11 01 CLIN Schedule, Instructions, Conditions, and Notices to Offerors

SECTION 00 22 11 Evaluation Factors for Award

SECTION 00 45 00 Representations and Certifications

SECTION 00 72 00 Contract Clauses

SECTION 00 73 46 Wage Determination Schedules

SECTION 00 31 10 Metric Measurements

SECTION 00 73 00 Special Contract Requirements

DIVISION 01 General Requirements

DIVISION 03 Concrete Existing Conditions

DIVISION 06 Wood, Plastics, and Composites

DIVISION 35 WATERWAY AND MARINE CONSTRUCTION

---End of Project Table of Contents---

Attachment 3 Solicitation W911KB-10-R-0033

Proposal Schedule Carl E. Moses Harbor Floating Breakwater, Unalaska, Alaska

BASE ITEMS

Item No.

Description Estimated Quantity

Unit Unit Price

Amount

Construct East Floating Breakwater

0001 Bid, Performance, and Payment Bond cost and Mobilization and Demobilization, complete.

ARRA Federal Funding 80%

1 LS

0002 Bid, Performance, and Payment Bond cost and Mobilization and Demobilization, complete.

Local Funding 20%

1 LS

0003 Construct East Floating Breakwater, complete.

ARRA Federal Funding 80%

1 LS $__________ $__________

0004 Construct East Floating Breakwater, complete.

Local Funding 20%

1 LS $__________ $__________

0005 Provide and Install Bull Rail Mount Weldments for East Floating Breakwater, complete. Local Funding 100%

1 LS $__________ $__________

Total of Base Items 0001-0005 $__________

OPTIONAL ITEMS

No.

Description Estimated Quantity

Unit Unit Price

Amount

Identified as Option Item 1 on Drawings Construct North Floating Breakwater

0006 Construct North Floating Breakwater, complete.

ARRA Federal Funds 80%

1 LS $__________ $__________

0007 Construct North Floating Breakwater, complete.

Local Funding 20%

1 LS $__________ $__________

0008 Provide and Install Bull Rail Mount Weldments for North Floating Breakwater, complete. Local Funding 100%

1 LS $__________ $__________

Total of Option Items 0006-0008 $__________

No.

Description Estimated Quantity

Unit Unit Price

Amount

Identified as Option Item 2 on Drawings Bull Rails for East Floating Breakwater

0009 Provide and Install Bull Rails for East Floating Breakwater, complete. Local Funding 100%

1 LS $__________ $__________

Total of Option Item 0009 $__________

Identified as Option Item 3 on Drawings Bull Rails for North Floating Breakwater

0010 Provide and Install Bull Rails for North Floating Breakwater, complete. Local Funding 100%

1 LS $__________ $__________

Total of Option Item 0010 $__________

Total of Option Items (0006 thru 0010) $__________

Total of Base Items and Option Items $__________

Notes:

1. See SECTION 01 22 00.00 10 Measurement and Payment for work included in Bid Items.

EVALUATION OF BIDS:

1. INCOMPLETE BIDS: Failure to submit a bid on all items in the schedule will result in an incomplete bid and the bid will be rejected. Unit or lump sum prices must be shown for each item within the schedule.

2. AWARD: Award will be made to the low, responsive, responsible bidder on the total of all items.

3. EXTENSIONS: All extensions of the unit prices shown will be subject to verification by the Government.

In case of variation between the unit price and the extension, the unit price will be considered to be the bid.

4. SPECIAL BID CONDITION: If a modification to a bid based on unit prices is submitted which provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment to each unit price in the bid schedule must be stated. If it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the bid schedule.

5. EVALUATION OF OPTIONS (52.217-5 Jul 1990): The Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the options.

-- END OF BIDDING SCHEDULE --

Attachment 4 Wage Determination

General Decision Number: AK100001 08/06/2010 AK1

Superseded General Decision Number: AK20080001

State: Alaska

Construction Types: Building and Heavy

Counties: Alaska Statewide.

BUILDING AND HEAVY CONSTRUCTION PROJECTS (does not include residential construction consisting of single family homes and apartments up to and including 4 stories)

Modification Number Publication Date 0 03/12/2010 1 03/19/2010 2 04/09/2010 3 04/16/2010 4 05/07/2010 5 05/21/2010 6 06/04/2010 7 06/18/2010 8 07/09/2010 9 08/06/2010

ASBE0097-001 01/01/2010

Rates Fringes

Asbestos Workers/Insulator (includes application of all insulating materials protective coverings, coatings and finishings to all types of mechanical systems).........................$ 35.64 13.98

ASBE0097-002 01/01/2010

Rates Fringes

HAZARDOUS MATERIAL HANDLER

(includes preparation, wetting, stripping, removal scrapping, vacuming, bagging, and disposing of all insulation materials, whether they contain asbestos or not, from mechanical systems).........$ 27.35 14.10

BOIL0502-002 10/01/2008

Rates Fringes

BOILERMAKER......................$ 43.94 19.68

BRAK0001-002 07/01/2010

Rates Fringes

Bricklayer, Blocklayer, Stonemason, Marble Mason, Tile Setter, Terrazzo Worker.....$ 37.39 15.40 Tile & Terrazzo Finisher.........$ 31.78 15.40

CARP1243-003 07/01/2009

North of the 63rd Parallel Rates Fringes

Carpenter/Lather/Drywall Applicator.......................$ 34.33 18.55 Carpenter: Fire or Flood Repair Work......................$ 34.33 18.55

MILLWRIGHT.......................$ 33.39 16.08

CARP1281-004 07/01/2009

SOUTH OF 63RD PARALLEL

Rates Fringes

Acoustical Applicator and Lather...........................$ 34.33 18.23 Carpenters & Drywallers..........$ 34.33 18.23

MILLWRIGHT.......................$ 33.39 16.08

CARP2520-003 07/01/2009

Rates Fringes

Diver Stand-by....................$ 38.50 18.23 Tender......................$ 37.50 18.23 Working.....................$ 77.00 18.23 Piledriver Carpenter...................$ 34.33 18.23 Piledriver; Skiff Operator and Rigger..................$ 33.33 18.23 Sheet Stabber...............$ 34.33 18.23 Welder......................$ 35.33 18.23

DEPTH PAY PREMIUM FOR DIVERS BELOW WATER SURFACE:

50-100 feet $1.00 per foot 101 feet and deeper $2.00 per foot

ENCLOSURE PAY PREMIUM WITH NO VERTICAL ASCENT:

5-50 FEET $1.00 PER FOOT/DAY

51-100 FEET $2.00 PER FOOT/DAY

101 FEET AND ABOVE $3.00 PER FOOT/DAY

SATURATION DIVING:

The standby rate applies until saturation starts. The saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. the diver rate shall be paid for all saturation hours.

WORK IN COMBINATION OF CLASSIFICATIONS:

Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift.

ELEC1547-004 04/01/2010

Rates Fringes

CABLE SPLICER....................$ 47.43 3%+$22.42

Electrician;Technician...........$ 37.30 3%+$19.57

ELEC1547-005 04/01/2010

Line Construction

Rates Fringes

CABLE SPLICER....................$ 47.43 3%+22.42

Linemen (Including Equipment Operators, Technician)...........$ 45.68 3%+22.42 Powderman........................$ 44.10 3%+23.00

TREE TRIMMER.....................$ 31.83 3%+$22.42

ELEV0019-002 01/01/2010

Rates Fringes

ELEVATOR MECHANIC................$ 46.635 20.24

FOOTNOTE: a. Employer contributes 8% of the basic hourly rate for over 5 year's service and 6% of the basic hourly rate for 6 months to 5 years' of service as vacation paid credit. b. Eight paid holidays:

New Year's Day; Memorial Day; Independence Day;

Labor Day; Veteran's Day; Thanksgiving Day; Friday after Thanksgiving and Christmas Day

ENGI0302-002 01/01/2010

Rates Fringes

Power equipment operators:

GROUP 1.....................$ 36.23 16.95

GROUP 1A....................$ 37.99 16.95

GROUP 2.....................$ 35.46 16.95

GROUP 3.....................$ 34.74 16.95

GROUP 4.....................$ 28.53 16.95

TUNNEL WORK

GROUP 1....................$ 39.85 16.95

GROUP 1A...................$ 41.79 16.95

GROUP 2....................$ 39.01 16.95

GROUP 3....................$ 38.21 16.95

GROUP 4....................$ 31.83 16.95

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1: Asphalt Roller; Back Filler; Barrier Machine (Zipper); Batch Plant Operator: Batch and Mixer over 200 yds.; Beltcrete with power pack and similar conveyors;

Bending Machine; Boat Coxwains; Bulldozers; Cableways, Highlines and Cablecars; Cleaning Machine; Coating Machine;

Concrete Hydro Blaster; Cranes-45 tons and under or 150 foot boom and under (including jib and attachments): (a) Shovels, Backhoes, excavators with all attachments, Draglines, Clamshells; Gradalls-3 yards and under; (b) Hydralifts or Transporters, all track or truck type,(c) Derricks; Crushers; Deck Winches-Double Drum; Ditching or Trenching Machine (16 inch or over); Drilling Machines, core, cable, rotary and exploration; Finishing Machine Operator, concrete paving, Laser Screed, sidewalk, curb and gutter machine; Helicopters; Hover Craft, Flex Craft, Loadmaster, Air Cushion, All Terrain Vehicle, Rollagon, Bargecable, Nodwell Sno Cat; Hydro Ax: Feller Buncher and similar; Loaders: Forklifts with power boom and swing attachment, Overhead and front end, 2 1/2 yards through 5 yards, Loaders with forks or pipe clamps, Loaders, elevating belt type, Euclid and similar types; Mechanics, Bodyman; Micro Tunneling Machine; Mixers: Mobile type w/hoist combination; Motor Patrol Grader; Mucking Machines:

Mole, Tunnel Drill, Horizontal/Directional Drill Operator, and/or Shield; Operator on Dredges; Piledriver Engineers, L. B. Foster, Puller or similar Paving Breaker; Power Plant, Turbine Operator, 200 k.w. and over (power plants or combination of power units over 300 k.w.); Sauerman-Bagley;

Scrapers-through 40 yards; Service Oiler/Service Engineer;

Sidebooms-under 45 tons; Shot Blast Machine; Spreaders, Blaw Knox, Cedarapids, Barber Greene, Slurry Machine;

Sub-grader (Gurries, C.M.I. and C.M.I. Roto Mills and similar types); Tack tractor; Truck mounted Concrete Pumps, Conveyor, Creter; Water Kote Machine; Unlicensed off road hauler; Welder; Electrical Mechanic, Camp Maintenance Engineer

GROUP 1A: Cranes-over 45 tons or 150 foot (including jib and attachments): (a) Shovels, backhoes,excavators with all attachments, draglines, clamshells-over 3 yards, (b) Tower cranes;Licensed Water/Waste Water Treatment Operator;

Loaders over 5 yds.;Certified Welder, Electrical Mechanic, Camp Maintenance Engineer, Mechanic (over 10,000 hours);

Motor Patrol Grader, Dozer, Grade Tractor (finish: when finishing to final grade and/or to hubs, or for asphalt);

Power Plants: 1000 k.w. and over; Quad; Screed; Sidebooms over 45 tons; Slip Form Paver C.M.I. and similar types;

Scrapers over 40 yards; Camera/Tool/Video Operator (Slipline).

GROUP 2: Batch Plant Operators: Batch and Mixer 200 yds. per hour and under; Boiler-fireman; Cement Hog and Concrete Pump Operator; Conveyors (except as listed in group 1);

Hoist on steel erection; Towermobiles and Air Tuggers;

Horizontal/Directional Drill Locator;Licensed Grade Technician; Loaders, Elevating Grader, Dumor and similar;

Locomotives: rod and geared engines; Mixers; Screening, Washing Plant; Sideboom (cradling rock drill regardless of size); Skidder; Trencing Machine under 16 inches; Waste/ Waste Water Treatment Operator.

GROUP 3: "A" Frame Trucks, Deck Winches: single power drum;

Bombardier (tack or tow rig); Boring Machine; Brooms-power;

Bump Cutter; Compressor; Farm tractor; Forklift, industrial type; Gin Truck or Winch Truck with poles when used for hoisting; Grade Checker and Stake Hopper; Hoist, Air Tuggers, Elevators; Loaders: (a) Elevating-Athey, Barber Green and similar types (b) Forklifts or Lumber Carrier (on construction job site) (c) Forklifts with Tower (d) Overhead and Front-end, under 2 1/2 yds. Locomotives:Dinkey (air, steam, gas and electric) Speeders; Mechanics (light duty); Mixers: Concrete Mixers and Batch 200 yds. per hour and under; Oil, Blower Distribution; Post Hole Diggers, mechanical; Pot Fireman (power agitated); Power Plant, Turbine Operator, under 300 k.w.; Pumps-water; Roller-other than Plantmix; Saws, concrete; Skid Steer with all attachments; Straightening Machine; Tow Tractor

GROUP 4: Rig Oiler/Assistant Engineer (if over 85 tons or 100 ft. boom);Parts and Equipment Coordinator; Swamper (on trenching machines or shovel type equipment); Spotter;

Steam Cleaner; Drill Helper.

FOOTNOTE: Groups 1-4 receive 10% premium while performing tunnel or underground work. Rig Oiler/Assistant Engineer shall be required on cranes over 85 tons or over 100 feet of boom.

IRON0751-003 08/01/2009

Rates Fringes

Ironworkers:

BRIDGE, STRUCTURAL,

ORNAMENTAL, REINFORCING

MACHINERY MOVER, RIGGER,

SHEETER, STAGE RIGGER,

BENDER OPERATOR.............$ 33.25 19.64

FENCE, BARRIER AND

GUARDRAIL INSTALLERS........$ 29.75 19.39

GUARDRAIL LAYOUT MAN........$ 30.49 19.64

HELICOPTER, TOWER...........$ 34.25 19.64

* LABO0341-005 07/01/2010

Rates Fringes

Laborers: North of the 63rd Parallel & East of Longitude 138 Degrees

GROUP 1.....................$ 28.74 16.65

GROUP 2.....................$ 29.67 16.65

GROUP 3.....................$ 30.50 16.65

GROUP 3A....................$ 33.52 16.65

GROUP 3B....................$ 34.29 16.65

GROUP 4.....................$ 19.13 16.65

TUNNELS, SHAFTS, AND RAISES

GROUP 1....................$ 31.57 16.65

GROUP 2....................$ 32.60 16.65

GROUP 3....................$ 33.52 16.65

GROUP 3A...................$ 36.84 16.65

GROUP 3B...................$ 37.69 16.65

Laborers: South of the 63rd Parallel & West of Longitude 138 Degrees

GROUP 1.....................$ 29.00 17.85

GROUP 2.....................$ 29.96 17.85

GROUP 3.....................$ 30.83 17.85

GROUP 3A....................$ 33.97 17.85

GROUP 3B....................$ 34.77 17.85

GROUP 4.....................$ 19.00 17.85

TUNNELS, SHAFTS, AND RAISES

GROUP 1....................$ 31.90 17.85

GROUP 2....................$ 32.96 17.85

GROUP 3....................$ 33.91 17.85

GROUP 3A...................$ 37.37 17.85

GROUP 3B...................$ 38.25 17.85

LABORERS CLASSIFICATIONS

GROUP 1: Asphalt Workers (shovelman, plant crew); Brush Cutters; Camp Maintenance Laborer; Carpenter Tenders; Choke Setters, Hook Tender, Rigger, Signalman; Concrete Laborer(curb and gutter, chute handler, grouting, curing, screeding); Crusher Plant Laborer; Demolition Laborer;

Ditch Diggers; Dump Man; Environmental Laborer (asbestos (limited to nonmechanical systems), hazardous and toxic waste, oil spill); Fence Installer; Fire Watch Laborer;

Flagman; Form Strippers; General Laborer; Guardrail Laborer, Bridge Rail Installers; Hydro-Seeder Nozzleman;

Laborers (building); Landscape or Planter; Laying of Decorative Block (retaining walls, flowered decorative block 4 feet and below); Material Handlers; Pneumatic or Power Tools; Portable or Chemical Toilet Serviceman; Pump Man or Mixer Man; Railroad Track Laborer; Sandblast, Pot Tender; Saw Tenders; Scaffold Building and Erecting; Slurry Work; Stake Hopper; Steam Point or Water Jet Operator;

Steam Cleaner Operator; Tank Cleaning; Utiliwalk, Utilidor Laborer and Conduit Installer; Watchman (construction projects); Window Cleaner

GROUP 2: Burning and Cutting Torch; Cement or Lime Dumper or Handler (sack or bulk); Choker Splicer; Chucktender (wagon, airtrack and hydraulic drills); Concrete Laborers (power buggy, concrete saws, pumpcrete nozzleman, vibratorman);

Culvert Pipe Laborer; Cured in place Pipelayer;

Environmental Laborer (marine work, oil spill skimmer operator, small boat operator); Foam Gun or Foam Machine Operator; Green Cutter (dam work); Gunnite Operator; Hod Carriers; Jackhammer or Pavement Breakers (more than 45 pounds);Laying of Decorative Block (retaining walls, flowered decorative block above 4 feet); Mason Tender and Mud Mixer (sewer work); Pilot Car; Plasterer, Bricklayer and Cement Finisher Tenders; Power Saw Operator; Railroad Switch Layout Laborer; Sandblaster; Sewer Caulkers; Sewer Plant Maintenance Man; Thermal Plastic Applicator; Timber Faller, chain saw operator, filer; Timberman

GROUP 3: Alarm Installer; Bit Grinder; Guardrail Machine Operator; High Rigger and tree topper; High Scaler;

Multiplate; Slurry Seal Squeegee Man

GROUP 3A: Asphalt Raker, Asphalt Belly dump lay down; Drill Doctor (in the field); Drillers (including, but not limited to, wagon drills, air track drills; hydraulic drills);

Powderman; Pioneer Drilling and Drilling Off Tugger (all type drills); Pipelayers

GROUP 3B: Grade checker (setting or transfering of grade marks, line and grade)

GROUP 4: Final Building Cleanup

TUNNELS, SHAFTS, AND RAISES CLASSIFICATIONS

GROUP 1: Brakeman; Muckers; Nippers; Topman and Bull Gang;

Tunnel Track Laborer

GROUP 2: Burning and Cutting Torch; Concrete Laborers;

Jackhammers; Nozzleman, Pumpcrete or Shotcrete.

GROUP 3: Miner; Retimberman

GROUP 3A: Asphalt Raker, Asphalt Belly dump lay down; Drill Doctor (in the field); Drillers (including, but not limited to, wagon drills, air track drills; hydraulic drills);

Powderman; Pioneer Drilling and Drilling Off Tugger (all type drills); Pipelayers.

GROUP 3B: Grade checker (setting or transfering of grade marks, line and grade)

Tunnel shaft and raise rates only apply to workers regularly employed inside a tunnel portal or shaft collar.

PAIN1959-001 06/01/2010

NORTH OF THE 63RD PARALLEL

Rates Fringes

PAINTER

BRUSH/ROLLER PAINT OR WALL

COVERER.....................$ 32.82 17.00

TAPING, TEXTURING,

STRUCTURAL PAINTING,

SANDBLASTING, POT TENDER,

FINISH METAL, SPRAY,

BUFFER OPERATOR, RADON

MITIGATION, LEAD BASED

PAINT ABATEMENT, HAZARDOUS

MATERIAL HANDLER............$ 32.35 15.29

PAIN1959-002 04/01/2010

SOUTH OF THE 63RD PARALLEL

Rates Fringes

Painters:

Brush, Roller, Sign, Paper and Vinyl, Swing Stage, Hand Taper/Drywall, Structural Steel, and Commercial Spray............$ 28.18 16.22 Machine Taper/Drywall.......$ 29.38 16.22 Spray-Sand/Blast, Epoxy and Tar Applicator..........$ 29.48 16.22

PAIN1959-003 04/01/2010

NORTH OF THE 63RD PARALLEL

Rates Fringes

GLAZIER..........................$ 35.41 13.91

PAIN1959-004 04/01/2010

Rates Fringes

FLOOR LAYER: Carpet (Soft) Floor............................$ 30.99 12.27

PLAS0867-001 02/10/2010

Rates Fringes

PLASTERER

North of the 63rd parallel..$ 34.54 16.40

South of the 63rd parallel..$ 34.29 16.40

PLAS0867-004 02/01/2010

Rates Fringes

CEMENT MASON/CONCRETE FINISHER

North of the 63rd parallel..$ 34.29 16.40 South of the 63rd parallel..$ 34.04 16.40

PLUM0262-002 07/01/2010

East of the 141st Meridian

Rates Fringes

Plumber; Steamfitter.............$ 35.27 18.17

PLUM0367-002 07/01/2010

South of the 63rd Parallel

Rates Fringes

Plumber; Steamfitter.............$ 36.38 16.82

* PLUM0375-002 07/01/2010

North of the 63rd Parallel

Rates Fringes

Plumber; Steamfitter.............$ 38.66 18.25

PLUM0669-002 04/01/2008

Rates Fringes

SPRINKLER FITTER.................$ 41.05 16.15

ROOF0190-002 09/01/2007

Rates Fringes

ROOFER, Including Built Up, Composition and Single Ply Roofs North of the 63rd Parallel..$ 32.12 10.50 South of the 63rd Parallel..$ 32.12 10.50

SHEE0023-003 07/01/2009

South of the 63rd Parallel

Rates Fringes

Sheet Metal Worker...............$ 38.34 17.70

SHEE0023-004 07/01/2009

North of the 63rd Parallel

Rates Fringes

Sheet Metal Worker...............$ 41.98 17.31

TEAM0959-003 09/01/2009

Rates Fringes

TRUCK DRIVER

GROUP 1.....................$ 36.78 14.30

GROUP 1A....................$ 38.02 14.30

GROUP 2.....................$ 35.56 14.30

GROUP 3.....................$ 34.76 14.30

GROUP 4.....................$ 34.21 14.30

GROUP 5.....................$ 33.46 14.30

GROUP 1: Semi with Double Box Mixer; Dump Trucks (including rockbuggy and trucks with pups) over 40 yards up to and including 60 yards; Deltas, Commanders, Rollogans and similar equipment when pulling sleds, trailers or similar equipment; Boat Coxswain; Lowboys including attached trailers and jeeps, up to and including 12 axles; Ready-mix over 12 yards up to and including 15 yards); Water Wagon (250 Bbls and above); Tireman, Heavy Duty/Fueler

GROUP 1A: Dump Trucks (including Rockbuggy and Trucks with pups) over 60 yards up to and including 100 yards; Jeeps (driver under load)

GROUP 2: Turn-O-Wagon or DW-10 not self-loading; All Deltas, Commanders, Rollogans, and similar equipment; Mechanics;

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