Amendment_0010.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

1. CONTRACT ID CODE PAGE OF PAGES

J 1 22

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

16C. DATE SIGNED

BY 27-Jun-2019

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 N4008519R9022

X 9B. DATED (SEE ITEM 11)

19-Feb-2019

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 X is extended, 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 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 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.)

P-310 Dry Dock 1 Super Flood Basin & P-1074 Extend Portal Crane, Portsmouth Naval Shipyard, Kittery, ME

The purpose of this amendment is to provide design changes, provide an updated Attachment F - Price Proposal Form, provide an updated Wage Determination, and provide a Document Security form for the OP5 Manual. The Document Security_P310 OP5 Manual form must be filled out and returned to john.p.bishop1@navy.mil for controlled access to the OP5 Manual.

The proposal resubmission date is extended to 26 July 2019 at 2:00 PM EDT.

See SF30 Block 14 Continuation Page.

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.

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

27-Jun-2019

CODE

NAVFAC MID ATLANTIC

ACQUISITION CORE

9324 VIRGINIA AVENUE

NORFOLK VA 23511-3095

N40085 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008519R9022

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0010

CONTINUATION SHEET

SPECFICATIONS PROJECT TABLE OF CONTENTS

Section 41 22 13.33, PORTAL CRANE TRACK INSTALLATION, is deleted and Section 41 22 13.33 PORTAL CRANE TRACK INSTALLATION is added to the Project Table of Contents and accompanies this Amendment.

APPENDIX A FEDERAL AND STATE PERMITS

Add Department of the Army Permit ACOE Permit_NAE-2018-01232-IP.PDF accompanying this amendment.

ATTACHMENT F – PRICE PROPOSAL FORM is deleted and ATTACHMENT F – PRICE PROPOSAL FORM is added to the Project Table of Contents and accompanies this Amendment.

03 20 00.00 10 CONCRETE REINFORCING

1.1 REFERENCES

Delete “ASTM A775/A775M (2007b; R2014) Standard Specification for Epoxy Coated Steel Reinforcing Bars” reference in its entirety.

2.1.2. Epoxy-Coated Bars

Delete subsection “2.1.2 Epoxy-Coated Bars” in its entirety and replace with the following:

“Unless noted otherwise, all reinforcement shall be uncoated deformed bars.”

03 30 00 CAST-IN-PLACE CONCRETE

1.1 REFERENCES

Delete “ASTM A934/A934M (2016) Standard Specification for Epoxy-Coated Steel Prefabricated Steel Reinforcing Bars” reference in its entirety.

1.5 DELIVERY, STORAGE, AND HANDLING

Delete the first sentence and replace with the following:

“Follow ACI 301 and ACI 304R requirements and recommendations.”

2.3.1 Contractor-Furnished Mix Design

Add the following subsections at the end of this section:

“2.3.1.6 Drilled Shaft Concrete

Concrete mix design used in the drilled shaft construction shall meet the requirements of self-consolidating concrete.

The 28-day compressive strength shall be a minimum of 5,000 psi. The slump shall be 8 inches plus or minus 1 inch after batching. The maximum aggregate size shall be 3/8 inches. The concrete shall be designed with the necessary admixtures to maintain the required slump and sufficient workability throughout the entire concrete placement. Air entrainment shall be between 4 and 7 percent. Fine aggregate shall be 44% to 48% of total aggregate.

2.3.1.7 Concrete Backfill for South Closure Wall, Entrance Structure and Berth 1

Concrete used as concrete for backfill for the South Closure Wall, Entrance Structure, and Berth 1 shall meet the requirements of NHDOT Class AAA mix, with a maximum w/cm ratio of 0.40, or similar. For underwater placement/tremie requirements refer to Specification Section 03 70 00 Mass Concrete. Type IV cement is acceptable for use in the concrete backfill.”

2.3.1.8 Self-Consolidating Concrete (SCC) between Access Tunnel Precast and Steel Liner

Concrete mix design used in the Access Tunnel between the precast sections and the steel liner shall meet the requirements of self-consolidating concrete. The 28-day compressive strength shall be a minimum of 4,000 psi. The maximum aggregate size shall be 3/8 inches. The concrete shall be designed with the necessary admixtures to maintain the required slump and sufficient workability throughout the entire concrete placement. “

3.7.2 Vibration

In the first sentence, delete “and ASTM A934/A394M”.

3.7.6 Bonding

At the end of the first paragraph, add the following:

“The requirements of this subsection are not applicable for the joints between lifts of the tremie concrete backfill for the South Closure Wall, Entrance Structure and Berth 1. Tremie joints between lifts shall be water-jetted and all foreign matter and debris removed immediately before placing the subsequent lift.”

03 31 29 MARINE CONCRETE

PART 1 GENERAL

Delete the third paragraph and replace with the following:

“The work included in this contract includes both structural marine concrete and underwater/tremie concrete (including concrete placed as backfill). The concrete placed as fill is considered underwater/tremie concrete but is not a marine concrete. Refer to Section Specification Section 03 30 00 Cast-in-Place Concrete for mix design requirements for the concrete placed as backfill. The tests and submittals outlined herein shall be completed for both mixes, unless otherwise noted. All submittals shall indicate which mix/use is being represented.

At the end of the fourth paragraph add the following sentence:

“Durability modeling is not required for mix designs used exclusively for unreinforced tremie and/or concrete placed as backfill.”

1.1 REFERENCES

Delete “ASTM A934/A934M (2016) Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars” reference in its entirety.

1.5 DELIVERY, STORAGE, AND HANDLING

Delete the first sentence and replace with the following:

“Follow ACI 301 and ACI 304R requirements and recommendations.”

1.7.3.1 Previously Approved Concrete Mixtures

Delete the first paragraph in its entirety and replace with:

“Previously approved marine concrete mixture designs used in similar applications, placed within the last 12 months, may be resubmitted for approval may be re-submitted for approval without further batch testing if accompanied by:”

1.7.3.2 New Concrete Mixtures

In Paragraph d, delete the second sentence in its entirety and replace with the following:

“Durability modeling is not required for mix designs used exclusively for unreinforced tremie and/or concrete placed as backfill.”

2.1.1 Portland Cement

Delete the last sentence and replace with the following:

“Type IV cement is acceptable for use in the concrete backfill for the South Closure Wall, Entrance Structure and Berth 1.”

3.4.1 Vibration

In the first sentence, delete “and ASTM A934/A394M”.

03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

1.1 REFERENCES

Delete “ASTM A775/A775M (2017) Standard Specification for Epoxy-Coated Steel Reinforcing Bars” reference in its entirety.

2.2.1.4 Epoxy Coated Reinforcement

Delete subsection “2.2.1.4 Epoxy Coated Reinforcement” in its entirety.

SECTION 03 70 00 MASS CONCRETE

PART 1 GENERAL

Delete the second paragraph in its entirety and replace with the following:

“This specification details the use of mass concrete controls as specified herein and in accordance with ACI standards and definitions shall apply to the portal crane and train rail support framing, the Dry Dock No. 1 tunnel roof improvements and the base pour for the gallery enclosure concrete. Concrete backfill specified for the South Closure Wall, Entrance Structure, and Berth 1 is not considered mass concrete.”

1.3 TEMPERATURE CONTROL PLAN

Delete the second to last paragraph in its entirety and replace with the following:

(3) Temperature control procedures shall remain in effect until the differential between the average daily ambient temperature and mean of all functioning center sensor temperatures is less than 35 degrees F. For concrete placed as backfill below Mean Higher High Water (MHHW) on the South Closure Wall, Entrance Structure, and Berth 1 the differential temperature requirement is not applicable.

2.1 MATERIALS

Delete the paragraph in its entirety and replace with the following:

“For concrete mix designs for the different locations/elements see section for Cast-in-Place Concrete, Marine Concrete and Precast Concrete Entrance Structure.”

SECTION 05 12 00 STRUCTURAL STEEL

2.2.1 Structural Steel

After the first sentence, add the following:

“Pipe piles (PP) shall be ASTM A252, Grade 3. H-piles shall be ASTM A572, Grade 50.”

At the end of subsection “2.2.3 Steel Pipe”, add the following:

“2.2.4 Steel Grating

Steel grating shall be 19-W-S, 2” x 3/16”, serrated. ASTM A-1011.”

SECTION 31 00 00 EARTHWORK FOR WEST CLOSURE WALL

Delete this section in its entirety.

SECTION 31 41 16 METAL SHEET PILING

2.1.c. METAL SHEET PILING

Delete the first sentence “Coat exterior side of sheet piling on the West Closure Wall in accordance with Section 09 97 13.00 40 STEEL COATINGS” in its entirety.

Delete the second sentence in its entirety and replace with the following:

“Entrance structure cut-off wall (knee wall), South Closure Wall cells, South Closure Wall combi-wall, West Closure Wall, and Berth 1 wall shall be uncoated.”

2.1.1 Interlocks

At the end of the paragraph, add the following sentence:

“Interlocks at the West Closure Wall shall be pretreated with a watertight sealant rated for performance of up to 20 ft of seawater head differential and temperatures below 20 degrees F.”

31 99 99.01 CONFINED UNDERWATER BLASTING

Add Attachment A NAVSEA OP 5 Ammunition and Explosive Safety Ashore. The NAVSEA OP5 is a controlled document. Offerors in the competitive range must sign and return the form accompanying this amendment to the Contract Specialist in order to receive the document.

35 20 16.53 FABRICATED STAINLESS STEEL SLIDE GATES

1.7 SYSTEM FUNCTIONAL PERFORMANCE

Delete section in its entirety and replace with the following:

“1.7 SYSTEM FUNCTIONAL PERFORMANCE

The 66” x 66” stainless steel gate shall be designed in accordance with AWWA C561 for a maximum unseating head of 14.87ft (Superflood & MLLW). The design shall cover the various gate components such as gate frame and guides, disc, wedges, seals, screw stem, floor stand, stem cover, position indicator, and all accessories. The design shall be suitable for the environmental conditions for seawater. Leakage through fully closed gate shall not exceed

0.1 gpm per foot of sealing perimeter. Provide Design Calculations for approval.”

2.3.4 Slide Gate Frame

Add the following to the subsection:

“6. Gate mounting thimble shall be fabricated for the use with NZ26 sheet pile profile and includes suitable welding details for welding the thimble to the pile wall (bolting will also be considered in conjunction with seal welds).

7. Gate shall incorporate wall mounting details for side frames, lintel and invert members.”

2.3.5 Slide Gate, Pedestal, and Baseplate

Add the following to the subsection:

“The pedestal baseplate shall be mounted onto suitably sized structural steel channels arranged in a back to back configuration providing clearance for the passage of the operating stem, as shown on the drawings.”

2.3.6 Stem & Guides

Add the following to the subsection:

“12. Intermediate stem guides shall be supported from sheet pile wall support frame and include the appropriate stanchion from support frame to the gate stem, as shown on the drawings.

13. Upper and lower stem guides shall be supported from the wale as shown on the drawings.”

3.1.1 Embedded Metals

Delete subsection in its entirety and replace with the following:

“3.1.1 Embedded Metals

Gate frame mounted to a fabricated wall thimble for use with the NZ26 sheet pile wall profile. Thimble shall be installed within the sheet pile wall using an appropriately sized double fillet field weld so that the invert of the gate is at EL -19.0 and the gate leaf guides clear the HP14x117 wale at EL -6.67. Additionally, the wall thimble shall be designed and fabricated with adequate dimensions to accommodate and support the wall penetration as shown on the Drawings. Stem guides shall be structurally supported from sheet pile wall waler and support structure at approximately EL 10.0, EL 2.0, and EL -6.67 (actual locations to be determined in the field).”

3.1.4 Operating Machinery

Delete subsection in its entirety and replace with the following:

“3.1.4 Operating Machinery

Operating machinery for the gate assembly and supporting components, including pedestal, and base plate, shall be positioned and aligned to the installed location of the gate frame and guides and anchored in place. Actuator pedestal will be deck mounted at an EL. 10.62 (field verify). The location of the slide gate stem shall be projected to and scribed on the sill of the installed gate frame to serve as a reference point for the alignment of operating machinery and supporting components. Operating machinery and components shall be aligned to within 0.030 inch of the reference point. The alignment of the operating machinery and tolerances shall be in accordance with AWWA C561, Fabrication of Stainless-Steel Slide Gates.”

3.1.5 Concrete and Concrete Grout Placement

Delete subsection in its entirety.

34 11 00 RAILROAD TRACK AND ACCESSORIES

2.5.1.1.1 Rail Lengths

Delete subsection in its entirety and replace with the following:

“New rail shall be a 115 lbs/yd section or heavier and shall conform to the specifications in Chapter 4, Parts 1 and 2 of AREMA Eng Man that were in effect at the time of its manufacture. New rail shall be provided in minimum of 40 ft lengths. If Bid Option for Alternative Rail Length Requirement is awarded, new rail shall be provided in minimum of 80 ft lengths.”

35 20 20 ELECTRICAL ACTUATORS FOR FABRICATED STAINLESS STEEL

SLIDE GATES

1.4. SYSTEM FUNCTIONAL PERFORMANCE; d. Design Data

Delete subsection in its entirety and replace with the following:

“d Design Data

1. Size of Gate (ft.): 5.5’ x 5.5’

2. Normal Design Head (ft.): 14.87ft (Superflood and MLLW)

3. Design sate opening thrust: 13 kips, min (Superflood and MLLW)

4. Stem dia., min. (inch): 2”

5. Preferable TPI and Lead with ACME thread: 4TPI , ½”

6. Electric actuator and bevel gear drive.”

The 66” x 66” stainless steel gate shall be designed in accordance with AWWA C561 for a maximum unseating head of 14.87ft (Superflood & MLLW). The design shall cover the various gate components such as gate frame and guides, disc, wedges, seals, screw stem, floor stand, stem cover, position indicator, and all accessories. The design shall be suitable for the environmental conditions for seawater. Leakage through fully closed gate shall not exceed

0.1 gpm per foot of sealing perimeter. Provide Design Calculations for approval.”

1.4 Operating Criteria; a.

Delete subsection in its entirety and replace with the following:

“1.4 Operating Criteria; a.

Each gate operator shall have one rising stem, operated from an electrical actuator mounted on the closure wall platform at EL 10.62 (field verify). Stem shall be provided with intermittent guide support to limit their buckling strength. Stem guides shall be structurally supported from sheet pile wall whalers and support structure at approximately EL 10.0, EL 2.0, and EL -6.67 (actual locations to be determined in the field).”

2.1 Hoist Actuator.

Delete subsection in its entirety and replace with the following:

“2.1 Hoist Actuator

The motive force to raise and lower the slide gate shall be supplied by an electric motorized actuator with bevel gear drive. The Contractor shall select components and verify adequacy based on the actual gate weight and other frictional forces.”

41 22 13.33 PORTAL CRANE TRACK INSTALLATION

Replace section 41 22 13.33, Portal Crane Track Installation in its entirety with revised 41 22 13.33 Portal Crane Track Installation accompanying this amendment.

46 61 00 FILTRATION EQUIPMENT

Delete Section “46 61 00 FILTRATION EQUIPMENT” in its entirety.

045b. DOCKING

Delete the first sentence and replace with the following:

“The Government will provide work space inside one dry dock at the Portsmouth Naval Shipyard for the work to modify Caisson #3B; the Government will provide flooding and dewatering of the dry dock and operation of the Caisson associated with said dry dock.”

070e. INSPECTION AND MATERIAL IDENTIFICATION

In the second paragraph, delete the first sentence and replace with the following:

“The caisson will be towed and delivered by the Contractor into the designated dry dock at the Portsmouth Naval Shipyard.”

084a. GENERAL

In the first sentence, delete “to the Builder’s facility” and replace with “by the Builder into the designated dry dock at the Portsmouth Naval Shipyard”.

DOCUMENT 00 01 15 LIST OF DRAWINGS

1.2 CONTRACT DRAWINGS

The following drawings are revised as of 11 June 2019:

General note on Amendment 0010 drawings:

The West Closure Wall on the Amendment 0010 Drawings shall be as depicted on the SW- drawings. Please note that the G-, E- and D- drawings show a different structure type for the West Closure Wall as background information. The SW- drawings shall take precedent where there are conflicts with respect to the West Closure Wall structure, unless otherwise noted.

The culvert, gate well, and opening in the steel sheeting shown on the SW- drawings will be removed from the contract. A single sluice gate will be installed on the basin side of the north leg of the Entrance Structure and an actuator will extend up to the deck level. A 4’x4’ culvert will be cast into the precast entrance structure. Reinforcing and interior wall detail modifications will be submitted separately.

On NAVFAC Dwg. No. 12783464

REPLACE G-101 General Plan with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783465

REPLACE G-102 General Elevations with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783467

CHANGE G-104 Project Delineation Plan – Civil Site & Storm Drain as follows:

In the plan revise the layout and features for the South Closure Wall and West Closure Wall.

On NAVFAC Dwg. No. 12783468

REPLACE G-105 Project Delineation Plan – Civil Crane & Train Rail with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783470

CHANGE G-107 Project Delineation Plan – Civil Fresh Water as follows:

On NAVFAC Dwg. No. 12783471

REPLACE G-108 Project Delineation Plan – Civil Sanitary as follows:

On NAVFAC Dwg. No. 12783472

REPLACE G-109 Project Delineation Plan – Dredging with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783473

CHANGE G-110 Project Delineation Plan – Dredge Option as follows:

In the plan revise the dredge contours at the South Closure Wall and West Closure Wall to match the revised contours shown on G-109.

On NAVFAC Dwg. No. 12783474

REPLACE G-111 Project Delineation Plan – Structural with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783475

REPLACE G-112 Project Delineation Plan – Mechanical with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783476

REPLACE G-113 Project Delineation Plan – Electrical with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783479 through 12783485

REPLACE G-116 through G-122 with revised sheets accompanying this amendment.

On NAVFAC Dwg. No. 12783487

CHANGE G-124 Barge Staging Plan as follows:

Part Plan: Revise South Closure Wall cellular cofferdam and combi-wall limits. Delete the following callout and replace it with “South Closure Wall cellular cofferdams” and replace it with “South Closure Wall cellular cofferdam and combi-wall”.

On NAVFAC Dwg. No. 12783490

CHANGE G-127 Composite Utility Plan – Sheet 1 of 9 as follows:

In the plan revise the layout and features for the South Closure Wall.

On NAVFAC Dwg. No. 12783491

CHANGE G-128 Composite Utility Plan – Sheet 2 of 9 as follows:

In the plan revise the layout and features for the South Closure Wall.

On NAVFAC Dwg. No. 12783492

CHANGE G-129 Composite Utility Plan – Sheet 3 of 9 as follows:

In the plan revise the layout and features for Berth 1.

On NAVFAC Dwg. No. 12783493

CHANGE G-130 Composite Utility Plan – Sheet 4 of 9 as follows:

On NAVFAC Dwg. No. 12783503

CHANGE G-140 Composite Utility Plan of Gallery No. 4 – Sheet 4 of 6 as follows:

In the plan at deck level, delete the Portable Bag/Cartridge Filter Unit and its associated callouts in its entirety.

In the elevation, delete the Portable Bag/Cartridge Filter Unit and its associated callouts in its entirety.

On NAVFAC Dwg. No. 12783505

CHANGE G-142 Composite Utility Plan of Gallery No. 6 – Sheet 6 of 6 as follows:

In the plan at deck level, delete the Portable Bag/Cartridge Filter Unit and its associated callouts in its entirety.

In the elevation, delete the Portable Bag/Cartridge Filter Unit and its associated callouts in its entirety.

On NAVFAC Dwg. No. 12783550

CHANGE C-101 Construction Baseline Key Plan – Sheet 1 of 3 as follows:

In the plan revise the layout and features for the South Closure Wall, West Closure Wall and Berth 1.

On NAVFAC Dwg. No. 12783551

CHANGE C-102 Construction Baseline Key Plan – Sheet 2 of 3 as follows:

In the plan revise the layout and features on Berth 1.

On NAVFAC Dwg. No. 12783552

CHANGE C-103 Construction Baseline Key Plan – Sheet 3 of 3 as follows:

In the plan revise the layout and features for the West Closure Wall.

On NAVFAC Dwg. No. 12783563

REPLACE CS101 Civil Site Plan – Closure Wall with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783564

REPLACE CS102 Civil Site Plan – Berth 1 & 2 with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783569

CHANGE CS107 Crane Rail Alignment Plan – Closure Wall as follows:

In the plan revise the layout and features for the South Closure Wall, West Closure Wall and Berth 1.

On NAVFAC Dwg. No. 12783570

CHANGE CS108 Crane Rail Alignment Plan – Berth 1 & 2 as follows:

On NAVFAC Dwg. No. 12783573

CHANGE CS111 Train Rail Alignment Plan – Closure Wall as follows:

In the plan revise the layout and features for the South Closure Wall, West Closure Wall and Berth 1.

On NAVFAC Dwg. No. 12783574

CHANGE CS112 Train Rail Alignment Plan – Berth 1 & 2 as follows:

On NAVFAC Dwg. No. 12783580

REPLACE CS118 Civil Site Grading Plan – Closure Wall with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783581

CHANGE CS119 Civil Site Grading Plan – Berth 1 & 2 as follows:

On NAVFAC Dwg. No. 12783584

CHANGE CS122 Striping Plan as follows:

In the plan revise the layout and features for the South Closure Wall, West Closure Wall and Berth 1.

On NAVFAC Dwg. No. 12783585

CHANGE CS123 Signage Plan as follows:

In the plan revise the layout and features for the South Closure Wall, West Closure Wall and Berth 1.

On NAVFAC Dwg. No. 12783587

CHANGE CS125 Drainage Plan – Closure Wall as follows:

In the plan revise the layout and features for the South Closure Wall, West Closure Wall and Berth 1.

On NAVFAC Dwg. No. 12783588

CHANGE CS126 Drainage Plan – Berth 1 & 2 as follows:

On NAVFAC Dwg. No. 12783590

CHANGE CS128 Drainage Plan Berth 11 – Sheet 1 of 3 as follows:

In the plan revise the layout and features for the West Closure Wall.

On NAVFAC Dwg. No. 12783598

CHANGE CS501 Civil Site Details – Sheet 1 of 5 as follows:

Detail – Bituminous Concrete Pavement – A2:

Delete “4. In between train rail rails, provide 10” concrete rail infill with #4 at 16” each way at mid-depth in lieu of asphalt and 6” aggregate.” and replace it with “4. In between train rails (including train rail and common rail), provide the typical pavement shown in the detail above.”

Add the following note: “ 5. Bid Option 23 (P310) and Bid Option 30 (P1074) requires a 10” reinforced concrete slab between the train rails in lieu of the typical pavement detail if the option(s) is awarded. Provide 12”min.

subbase below the concrete slab. See Drawing SR301 for reinforcing requirements.”

On NAVFAC Dwg. No. 12783604

CHANGE CS507 Rail Details – Sheet 2 of 8 as follows:

In General Note No. 2 delete “2. Rail components are to be cast solid manganese steel fabricated components will not be accepted.” and replace it with “2. Rail components are to be cast solid or fabricated manganese steel. Bid Option 21 (P310) and Bid Option 28 (P1074) require that rail components are to be cast solid manganese steel and that fabricated components are not acceptable if the option(s) is awarded.”.

On NAVFAC Dwg. No. 12783605

CHANGE CS508 Rail Details – Sheet 3 of 8 as follows:

In General Note No. 2 delete “2. Rail components are to be cast solid manganese steel fabricated components will not be accepted.” and replace it with “2. Rail components are to be cast solid or fabricated manganese steel. Bid Option 21 (P310) and Bid Option 28 (P1074) require that rail components are to be cast solid manganese steel and that fabricated components are not acceptable if the option(s) is awarded.”

On NAVFAC Dwg. No. 12783614

CHANGE CF101 Fresh Water Plan – Closure Wall as follows:

In the plan revise the layout and features for the South Closure Wall, West Closure Wall and Berth 1.

On NAVFAC Dwg. No. 12783615

CHANGE CF102 Fresh Water Plan – Berth 1 & 2 as follows:

On NAVFAC Dwg. No. 12783628

CHANGE CR101 Sanitary Sewer Plan – Closure Wall as follows:

In the plan revise the layout and features for the South Closure Wall, West Closure Wall and Berth 1.

On NAVFAC Dwg. No. 12783629

CHANGE CR102 Sanitary Sewer Plan – Berth 1 & 2 as follows:

On NAVFAC Dwg. No. 12783635

CHANGE CA100 Auxiliary Salt Water Key Plan as follows:

In the plan, delete the 1000 GPM ASW Bag Filtration Units and its associated callouts in its entirety.

Delete Keynotes 1 through 4 and General Note 2 in their entirety.

Delete Detail – 1000 GPM Bag Filtration Unit – A2 in its entirety.

Delete Plan – BF1000 Bag Filter – A4 in its entirety.

On NAVFAC Dwg. No. 12783636

CHANGE CA101 Auxiliary Salt Water Plans & Elevation Gallery 4 as follows:

In the plan at deck level, delete the 1000 GPM Bag Filter Unit and its associated callouts in its entirety.

In the elevation, delete the 1000 GPM Bag Filter Unit and its associated callouts in its entirety.

Delete Keynote 4 in its entirety.

On NAVFAC Dwg. No. 12783637

CHANGE CA102 Auxiliary Salt Water Plans & Elevation Gallery 6 as follows:

In the plan at deck level, delete the 1000 GPM Bag Filter Unit and its associated callouts in its entirety.

In the elevation, delete the 1000 GPM Bag Filter Unit and its associated callouts in its entirety.

Delete Keynote 3 in its entirety.

On NAVFAC Dwg. No. 12783639

CHANGE CJ101 Erosion and Sediment Control Plan as follows:

In the plan revise the layout and features for the South Closure Wall, West Closure Wall and Berth 1.

On NAVFAC Dwg. No. 12783645

REPLACE CG102 Berth 1 and Closure Wall Dredging Plan with revised sheet accompanying this amendment.

On NAVFAC Dwg. Nos. 12783647 through 12783650

REPLACE CG104 through CG302 with revised sheets accompanying this amendment.

On NAVFAC Dwg. Nos. 12783652 through 12783653

REPLACE CG304 through CG401 with revised sheets accompanying this amendment.

On NAVFAC Dwg. No. 12783658

REPLACE S-001 Structural Notes – Sheet 1 of 2 with revised sheets accompanying this amendment.

On NAVFAC Dwg. No. 12783659

REPLACE S-002 Structural Notes – Sheet 2 of 2 with revised sheets accompanying this amendment.

On NAVFAC Dwg. No. 12783663

CHANGE S-006 Design Loads Crane Rail as follows:

In the plan revise the layout and features for the South Closure Wall, West Closure Wall and Berth 1.

On NAVFAC Dwg. No. 12783664

REPLACE SD101 Demolition Plan – Closure Wall with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783665

CHANGE SD102 Demolition Plan – Berth 1 & 2 as follows:

In the plan, remove callout “See Note 1” and replace with “See Note 2”.

On NAVFAC Dwg. Nos. 12783687 through 12783690

REPLACE SS101 through SS104 with revised sheets accompanying this amendment.

On NAVFAC Dwg. No. 12783692

REPLACE SS106 South Closure Wall Cellular Cofferdam Sections – Sheet 1 of 3 with revised sheet accompanying this amendment.

On NAVFAC Dwg. Nos. 12783694 through 12783700

REPLACE SS108 through SS114 with revised sheets accompanying this amendment.

On NAVFAC Dwg. Nos. 12783699

In addition to replacing SS113 South Closure Wall Cellular Cofferdam Construction Stages with the revised sheet accompanying this amendment as noted above, CHANGE the third bullet in the Staging Notes as follows:

In Stage 2 note 3, remove the last sentence “Remove laitance between concrete lifts.” and replace with “Tremie joints between lifts shall be water-jetted and all foreign matter and debris removed immediately before placing the subsequent lift.”

On NAVFAC Dwg. Nos. 12783702 through 12783710

REPLACE SS116 through SS124 with revised sheets accompanying this amendment.

On NAVFAC Dwg. Nos. 12783705

In addition to replacing SS119 South Closure Wall Cellular Cofferdam Interface Constr. Stages with the revised sheet accompanying this amendment as noted above, CHANGE the third bullet in the Staging Notes as follows:

In Stage 2 note 3, remove “1 inch” and replace with “2 inches”.

On NAVFAC Dwg. Nos. 12783715 through 12783716

REPLACE SS129 through SS130 with revised sheets accompanying this amendment.

On NAVFAC Dwg. Nos. 12783718 through 12783722

REPLACE SS402 through SS406 with revised sheets accompanying this amendment.

On NAVFAC Dwg. Nos. 12783736 through 12783748

REPLACE SE108 through SE120 with revised sheets accompanying this amendment.

On NAVFAC Dwg. Nos. 12783752 through 12783753

REPLACE SE124 through SE125 with revised sheets accompanying this amendment.

On NAVFAC Dwg. No. 12783756

REPLACE SE501 Entrance Drilled Shaft Details with revised sheet accompanying this amendment.

On NAVFAC Dwg. Nos. 12783759 through 12783782

REPLACE SW001 through SW504 with revised sheets accompanying this amendment.

On NAVFAC Dwg. Nos. 12783783 through 12783799

REPLACE SK101 through SK501 with revised sheets accompanying this amendment.

On NAVFAC Dwg. No. 12783800

CHANGE SL101 Berth 2 Key Plan and Elevation as follows:

In the plan revise the layout and features for the South Closure Wall, West Closure Wall and Berth 1. Revised overall dimensions along South Closure Wall and Berth 2 to reflect the shift in the angle point to the west.

In the elevation revise the features for the South Closure Wall and Berth 2. Revised overall dimensions along South Closure Wall and Berth 2 to reflect the shift in the angle point to the west.

On NAVFAC Dwg. No. 12783801

CHANGE SL102 Berth 2 Improvements Plan and Elevation – Sheet 1 of 2 as follows:

In the plan revise the layout and features for the South Closure Wall. Revised overall dimensions along Berth 2 to reflect the shift in the angle point to the west.

In the elevation revise the features for the South Closure Wall and Berth 1. Revised overall dimensions along Berth 2 and angle point station to reflect the shift in the angle point to the west.

On NAVFAC Dwg. No. 12783804

CHANGE SL301 Berth 2 Elevated Deck Sections as follows:

Section A3 – Revise the pile type shown in the section and pile type callout. Replace “10.75 dia micropile with 16” permanent outer caisson, typ” with “Pile, typ

Section C2 – Revise the pile type shown in the section and pile type callout. Replace “10.75 dia micropile with 16” permanent outer caisson, typ” with “Pile, typ”.

On NAVFAC Dwg. No. 12783805

REPLACE SL401 Berth 2 Elevated Deck Pile and Framing Plan with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783804

CHANGE SL502 Berth 2 Details – Sheet 2 of 7 as follows:

Detail A2 – Revise pile embedment details.

Section C2 - Revise pile embedment details.

On NAVFAC Dwg. No. 12783808

REPLACE SL503 Berth 2 Details – Sheet 3 of 7 with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783813

CHANGE SJ101 Berth 11 Improvement Key Plan as follows:

In the plan revise the layout and features for the West Closure Wall. Revised overall modified berth lengths along Berth 11.

In the elevation revise the features for the West Closure Wall. Revised overall dimensions along Berth 11.

On NAVFAC Dwg. No. 12783817

REPLACE SJ105 Berth 11 Improvements Plan & Elevation – Sheet 4 of 6 with revised sheet accompanying this

On NAVFAC Dwg. No. 12783825 through 12783829

CHANGE SR101 through SR105 as follows:

In the plan revise the layout and features for the South Closure Wall, West Closure Wall and Berth 1.

On NAVFAC Dwg. No. 12783832

CHANGE SR108 Crane Rail Framing Plan – Sheet 1 of 6 as follows:

In the plan revise the layout and features for the South Closure Wall, West Closure Wall and Berth 1.

On NAVFAC Dwg. No. 12783833

REPLACE SR109 Crane Rail Framing Plan – Sheet 2 of 6 with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783834 through 12783835

CHANGE SR110 through SR111 as follows:

In the plan revise the layout and features for the South Closure Wall, West Closure Wall and Berth 1.

REPLACE SR301 Structural Crane Rail Sections – Sheet 1 of 7 with revised sheet accompanying this amendment.

REPLACE SR601 Rail Pile Schedule – Sheet 1 of 4 with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783884

CHANGE SA504 Access Tunnel Details – Sheet 4 of 5 as follows:

C5 – Detail – Removeable Cover at Plate Detail at Cleat: Remove “Remove and Reset Cleat” and replace with “Remove and Provide 20T Cleat”.

On NAVFAC Dwg. No. 12783921

CHANGE SM101 Miscellaneous Structures – Closure Wall as follows:

In the plan revise the layout and features for the South Closure Wall, West Closure Wall and Berth 1.

On NAVFAC Dwg. No. 12783930

REPLACE SM502 Miscellaneous Details – Sheet 2 of 2 with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783936

REPLACE D-101 Mechanical Process Pump and Gate Plan - Closure Wall with revised sheets accompanying this

On NAVFAC Dwg. No. 12783937

REPLACE D-301 Mechanical Process Pump Section with revised sheets accompanying this amendment.

On NAVFAC Dwg. No. 12783938

REPLACE D-302 Mechanical Sluice Gate Sections with revised sheets accompanying this amendment.

On NAVFAC Dwg. No. 12783939

REPLACE D-501 Mechanical Process Pump Details – Sheet 1 of 4 with revised sheets accompanying this

On NAVFAC Dwg. No. 12783941

REPLACE D-503 Mechanical Process Pump Details – Sheet 3 of 4 with revised sheets accompanying this

On NAVFAC Dwg. No. 12783942

REPLACE D-504 Mechanical Process Pump Details – Sheet 4 of 4 with revised sheets accompanying this

On NAVFAC Dwg. No. 12783943

REPLACE D-505 Mechanical Sluice Gate Details with revised sheets accompanying this amendment.

On NAVFAC Dwg. No. 12783970

CHANGE MA101 High Pressure Air Plan – Closure Wall as follows:

In the plan revise the layout and features for the South Closure Wall, West Closure Wall and Berth 1.

On NAVFAC Dwg. No. 12783971

CHANGE MA102 High Pressure Air Plan – Berth 1 & 2 as follows:

On NAVFAC Dwg. No. 12783974

CHANGE MA401 High Pressure Air Part Plan – Berth 1 & 2 as follows:

On NAVFAC Dwg. No. 12783978

CHANGE MC101 Compressed Air Plan – Berth 1 & 2 as follows:

On NAVFAC Dwg. No. 12783982

CHANGE MC401 Compressed Air Part Plan – Berth 1 & 2 as follows:

On NAVFAC Dwg. No. 12783984

CHANGE MN101 Nitrogen Plan – Closure Wall as follows:

In the plan revise the layout and features for the South Closure Wall, West Closure Wall and Berth 1.

On NAVFAC Dwg. No. 12783985

CHANGE MN102 Nitrogen Plan – Berth 1 & 2 as follows:

On NAVFAC Dwg. No. 12783990

CHANGE MP101 Pure Water Plan – Closure Wall as follows:

In the plan revise the layout and features for the South Closure Wall, West Closure Wall and Berth 1.

On NAVFAC Dwg. No. 12783991

CHANGE MP102 Pure Water Plan – Berth 1 & 2 as follows:

On NAVFAC Dwg. No. 12783996

CHANGE MT101 High Pressure Steam Plan – Closure Wall as follows:

In the plan revise the layout and features for the South Closure Wall, West Closure Wall and Berth 1.

On NAVFAC Dwg. No. 12783997

CHANGE MT102 High Pressure Steam Plan – Berth 1 & 2 as follows:

On NAVFAC Dwg. No. 12784001

CHANGE MT401 High Pressure Steam Part Plan – Berth 1 as follows:

On NAVFAC Dwg. No. 12784015

REPLACE ED102 Electrical Demolition Plan – Berth 1 and 2 with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12784016

REPLACE ED103 Electrical Demolition Plan – Dry Dock Complex with revised sheet accompanying this

On NAVFAC Dwg. No. 12784037

REPLACE ED605 Demolition – Conduit and Wire Schedule – Sheet 2 of 2 with revised sheet accompanying this

On NAVFAC Dwg. No. 12784038

CHANGE EH101 Heat Trace Site Plan – Closure Wall as follows:

In the plan revise the layout and features for the South Closure Wall, West Closure Wall and Berth 1.

On NAVFAC Dwg. No. 12784039

CHANGE EH102 Heat Trace Site Plan – Berth 1 and 2 as follows:

On NAVFAC Dwg. No. 12784044 through 12784046

REPLACE ES101 through ES103 with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12784050

REPLACE ES107 Electrical Plan – Berth 11B with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12784053

REPLACE ES110 Lighting Plan – Closure Wall with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12784059

REPLACE ES301 Ductbank Sections – Sheet 1 of 2 with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12784060

REPLACE ES302 Ductbank Sections – Sheet 2 of 2 with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12784061

REPLACE ES303 Tunnel Crossing Sections – Sheet 1 of 2 with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12784072

REPLACE ES409 Berth 1 Tunnel Entrance and Substation 8 South Part Plans with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12784089

REPLACE ES601 Schedules with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12784090

REPLACE ES602 Panelboard Schedules – Sheet 1 of 2 with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12784107

REPLACE E-505 Load Center 18 Details with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12784109

REPLACE E-602 480V One-Line Diagram – Sheet 2 of 2 with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12784112

REPLACE E-605 Conduit and Wire Schedule – Sheet 1 of 3 with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12784113

REPLACE E-606 Conduit and Wire Schedule – Sheet 2 of 3 with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12784116

REPLACE E-609 Communications One Line Diagram with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12784119

CHANGE FP101 Fire Water Site Plan as follows:

In the plan revise the layout and features for the South Closure Wall, West Closure Wall and Berth 1.

On NAVFAC Dwg. No. 12784120

CHANGE FP102 Fire Water Plan – Closure Wall as follows:

In the plan revise the layout and features for the South Closure Wall, West Closure Wall and Berth 1.

On NAVFAC Dwg. No. 12784121

CHANGE FP103 Fire Water Plan – Berth 1 and 2 as follows:

On NAVFAC Dwg. No. 12784126

CHANGE O-101 Caisson Site Plan as follows:

In the plan revise the layout and features for the South Closure Wall, West Closure Wall and Berth 1.

---END OF AMENDMENT---

(End of Summary of Changes)

"General Decision Number: ME20190033 06/14/2019

Superseded General Decision Number: ME20180109

State: Maine

Construction Type: Heavy

County: York County in Maine.

HEAVY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 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 $10.60 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

2019. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). 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 01/04/2019

1 06/14/2019

* IRON0007-033 03/16/2019

Rates Fringes

IRONWORKER, STRUCTURAL AND

REINFORCING......................$ 26.01 22.57

SUME2014-014 01/30/2017

Rates Fringes

CARPENTER........................$ 19.66 6.13

ELECTRICIAN......................$ 25.24 7.01

LABORER: Asphalt, Includes

Raker, Shoveler, Spreader and

Distributor......................$ 13.38 1.39

LABORER: Common or General......$ 15.22 3.97

LABORER: Concrete Worker

(includes removing forms, demolition of existing concrete, and pouring, leveling and finishing concrete)........................$ 25.33 17.07

LABORER: Pipelayer..............$ 21.84 6.42

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 19.88 8.48

OPERATOR: Bulldozer.............$ 20.81 4.37

OPERATOR: Crane.................$ 24.78 8.13

OPERATOR: Loader................$ 19.36 3.73

OPERATOR: Roller................$ 16.61 3.44

PAINTER (Brush and Roller).......$ 22.18 6.33

TRUCK DRIVER: Dump Truck........$ 15.41 3.17

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)).

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

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:

Wage and Hour Administrator

U.S. Department of Labor

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

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

END OF GENERAL DECISION"