W912J7-11-B-0002 0003.doc

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Q. Regarding Davis-Bacon wages – what classification should the well drillers and their helpers use? I don’t see anything listed on the GENERAL DECISION: ID20100002 06/10/2011 ID2 that would be applicable for a well driller or their helper.

A. Based on surrounding States the Driller is considered in the Power Equipment Operator category. See attached General Decision ID100011 HEAVY for power equipment operator rates.

Q. We also need to know what classification the pump installers would use – would that be pipefitters?

A. Yes

Q. For purposes of leveling the field could you provide which labor rate that the landscaping and irrigation work will fall under? There is not a clear determination.

A. Laborer/General Cleanup

NOTE: See revised Building Wage Decision dated 24 June 2011.

15 July 2011

From the office of:

ZGA Architects and Planners, Chartered

565 West Myrtle Street - Suite 225

Boise, Idaho 83702

Re:

Operational Readiness Training Complex Phase 1

Orchard Training Area Boise, Idaho

Project No. PN 160093

Solicitation No. W912J7-11-B-0002

ZGA Project No. 0801.05

NOTICE OF CHANGES:

This Addendum No. Three is hereby made a part of the project requirements and contract documents for the referenced project. Be sure to acknowledge this addendum in your Bid/Proposal Form.

It is the obligation of the General Contractors receiving sub-bids to notify their subcontractors and suppliers of items relating to their bid prior to the bid opening.

GENERAL

1. Davis Bacon Wage Rates

Davis Bacon Wage Rates are applicable to this project. Current prevailing wage determination(s) are included in this Addendum. Applicable wage rates can be found at http://www.access.gpo.gov/davisbacon/ID.html.

2. Excavated Rock Removal and Disposal

All rock excavated must be removed from the site and properly disposed of by the Contractor. There is no excavated rock disposal area available at the Orchard Training Area.

3. Permits and Inspections

The portion of Orchard Road within the work limits of the ORTC Phase 1 project is Idaho State land and not an Ada County Highway District (ACHD) road. Therefore, permits, fees and/or inspections are not required from the county or highway district.

SPECIFICATIONS:

1. Section 042000 – Unit Masonry

In Specification Section 042000 – Unit Masonry, paragraph 2.2 - Concrete Masonry Units, add paragraphs:

C.

Integral Water Repellent:

Provide units made with integral water repellent for exterior units exposed to weather and all interior units with ground-faced finish where exposed to view in the Dining Facility and Barracks.

1.

Integral Water Repellent:

Liquid polymeric, integral water-repellent admixture that does not reduce flexural bond strength. Units made with integral water repellent, when tested according to ASTM E 514 as a wall assembly made with mortar containing integral water-repellent manufacturer’s mortar additive, with test period extended to 24 hours, shall show no visible water or leaks on the back of test specimen.

a.

Products:Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following:

1) ACM Chemistries: RainBloc.

2) BASF Aktiengesellschaft: Rheopel Plus.

3) Grace Construction Products, W. R. Grace & Co.: Dry-Block.

D.

Decorative CMUs: ASTM C 90.

1.

Unit Compressive Strength: Provide units with minimum average net-area compressive strength of 1900 psi.

2.

Density Classification: Medium weight.

3.

Size (Width): Manufactured to dimensions specified in “CMUs” paragraph.

4.

Pattern and Texture:

a.

Standard pattern, ground-face finish for all faces exposed to view.

5.

Colors: As selected by Contracting Officer from manufacturer’s full range.

In Specification Section 042000 – Unit Masonry, paragraph 2.5- Mortar and Grout Materials, add paragraph:

J.

Water-Repellent Admixture: Liquid water-repellent mortar admixture intended for use with CMUs, containing integral water repellent by same manufacturer.

1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following:

a. ACM Chemistries, Inc.; RainBloc for Mortar.

b. BASF Aktiengesellschaft; Rheopel Mortar Admixture.

c. Grace Construction Products, W. R. Grace & Co. - Conn.; Dry-Block Mortar Admixture.

2. Section 084113 – Aluminum–Framed Entrances And Storefronts

In Specification Section 084113 – Aluminum-Framed Entrances and Storefronts, page 084113-5, paragraph 2.5 Entrance Door Systems; delete in its entirety subparagraph 2.5.A.1.a. Thermal Construction.

3. Section 087100 – Door Hardware

In Specification Section 087100 – Door Hardware, paragraph 3.7 Door Hardware Schedule – Dining Facility, Hardware Set No. 1, change Exit Device XP99L 08 to 9927L 08 and Exit Device XP99L DT 02 to 9927L DT 02.

In Specification Section 087100 – Door Hardware, paragraph Door Hardware Schedule – Barracks, Hardware Set No. 1, change Exit Device XP99L 08 to 9927L 08 and Exit Device XP99L DT 02 to 9927L DT 02.

In Specification Section 087100 – Door Hardware, paragraph Door Hardware Schedule – Barracks, Hardware Set No. 9, change Exit Device XP99L 08 to 9927L BE, Exit Device XP99L DT 02 to 9927L BE and remove Astragal from hardware set.

All other Exit Devices to remain as scheduled.

4. Section 093000 – Tiling

In Specification Section 093000 – Tiling, paragraph 2.2 Tiling Products; subparagraph 2.2A. Tile Type: Unglazed Paver Tile. 2.2.A.3. Face Size: change to 6 by 6 inches.

5. Section 111300 – Loading Dock Equipment

In Specification Section 111300 – Loading Dock Equipment, paragraph 2.2 Recessed Dock Levelers; 2.2.D. Platform: change non-skid to checkered steel plate.

In Specification Section 111300 – Loading Dock Equipment, paragraph 2.2 Recessed Dock Levelers; 2.2.E. Hinged Lip: change non-skid to checkered steel plate.

In Specification Section 111300 – Loading Dock Equipment, paragraph 2.2 Recessed Dock Levelers; 2.2.K.1 - Finish: Delete reference to “hot-dip galvanize and replace with “epoxy paint Finish”.

6. Section 262201 – High Efficiency Low Voltage Transformers

In Specification Section 262201– High Efficiency Low Voltage Transformers: Omit requirement for 200 percent neutral connection in paragraph 2.3.N.

7. Section 262416 – Panelboards

In Specification Section 262416 – Panelboards: Omit requirement for 200 percent neutral bus in paragraph 2.1.D.3.

8. Section 262923 - Variable-Frequency Motor Controllers (VFC’s/VFD’s)

In Specification Variable-Frequency Motor Controllers (VFC’s/VFD’s), paragraph 1.02.B Submittals: The information requested in the bid package can be part of the submittal process after the bid. However, it is imperative the system meets the IEEE519 requirements as Idaho Power Company (IPCo) interprets them. It should be verified the harmonic mitigation components do not impact the ability of the emergency generator to start or run in any fashion.

9. Section 263100– Photovoltaic Collectors

In Specification Section 263100 - Photovoltaic Collectors, paragraph 1.4.B: Follow operating temperature ranges listed in the specification.

In Specification Section 263100 - Photovoltaic Collectors, paragraph 1.4.C.1 – PV Array Power Rating: Revise to have a power rating of 21 KW (DC, peak).

In Specification Section 263100 - Photovoltaic Collectors, paragraph 1.4.C.4 – Inverter Rating:

In lieu of the stated rating, refer to sheet E-600 – One Line Diagram for total inverter capacity based on the basis of design inverters operating as a system.

In Specification Section 263100 - Photovoltaic Collectors, paragraphs 1.4.C.5 – Modules/String and 1.4.C.6 – Total Strings: Module quantity per string is outlined on electrical sheets, specifically sheet E-600 - One Line Diagram and Barracks/Dining Facility Roof plan, Sheet A-131-B. Omit paragraphs 1.4.C.5 and 1.4.C.6 and refer to design on drawings.

In Specification Section 263100 - Photovoltaic Collectors, paragraphs 1.5.F – Tax Incentive Application: Omit paragraph 1.5.F as this is a federal installation.

In Specification Section 263100 - Photovoltaic Collectors, paragraphs 1.6 – Quality Assurance, add subparagraph 1.6.F.3 as follows: The designer/installer shall document they are a certified NABCEP Certified Solar PV Installer.

In Specification Section 263100 - Photovoltaic Collectors, paragraphs 1.7.A – Environmental Conditions: The principle of output being related to temperature is understood.

In Specification Section 263100 - Photovoltaic Collectors, paragraph 2.3.A – Basis of Design: The Government does not require SunPower photovoltaic modules, but alternate, approved modules must be similar in construction, size, rating, and weight to provide for the designed performance of the system and the same physical layout of the systems. Structural considerations must be equivalent based on the structural design of the buildings. Note that the specification indicates that prior approvals will only be reviewed during the bidding process. Due to the 315W panels being discontinued, it is acceptable to use the 320W panels. Based on power production deviation, it is acceptable to reconfigure the PV arrays and modify the quantity of panels in order to maintain the same system size as that specified. Revised quantities of panels will be evaluated during shop drawings for conformance with the design intent.

In Specification Section 263100 - Photovoltaic Collectors, paragraph 2.3.A – Basis of Design:

Refer to sheet E-600 – One Line Diagram for configuration of basis of design inverters for both buildings.

In Specification Section 263100 - Photovoltaic Collectors, paragraph 2.3.C – Performance Requirements: The power listed is the maximum PV power rating of the 7000 series inverter.

In Specification Section 263100 - Photovoltaic Collectors, paragraph 3.8.C – Grounding: The lightning protection system installation is covered by Section 264113 – Lightning Protection for Structures. This paragraph is for coordination purposes that require the PV installer to coordinate with the installed lightning protection system and lightning protection system installer to assure a complete, acceptable system.

In Specification Section 263100 - Photovoltaic Collectors, paragraph 3.10.A : The following testing procedure will be acceptable in lieu of a complete system test prior to shipment: As part of the commissioning procedure, each module’s short circuit current and open circuit voltage will be tested and logged immediately prior to installation. This test log will become part of the installer’s O&M Manual which is submitted to the Government.

In Specification Section 263100 - Photovoltaic Collectors, paragraph 3.10.B: It will be acceptable if the installer’s qualifications support their position as a “factory authorized service representative” with the manufacturer as authorized.

In Specification Section 263100 - Photovoltaic Collectors, paragraphs 3.11.A – Demonstration and Training and 3.12.A –Service Agreement: The agreements listed are requirements of the construction contract and are to be included in the cost of the construction project regardless of the affiliation/contractual relationship with the Government. The construction contract will enforce that these requirements are met, not a separate agreement between the Government and Installer

10. Section 263214 – Packaged Outdoor Engine Generators – Alternate Bid Item 005

Specification Section 263214 – Packaged Outdoor Engine Generators added in Amendment 0001 is entirely associated with Alternate Bid Item (ABI) 005. To summarize the scope of work for the generator/automatic transfer switches: Base bid shall include pumphouse generator (Section 263213 – Engine Generators) and all automatic transfer switches in Section 263600 – Transfer Switches (revised in Amendment 0001). Alternate Bid Item 005 only includes the generator for the Dining Facility as specified in Section 263214 and associated connections to the generator as outlined on revised plans submitted in Amendment 0001.

11. Section 263600 – Transfer Switches In Specification Section 263600 - Transfer Switches, paragraph 2.3.G – In Phase Monitor: Delete requirements for closed transition transfer switches. They are not required in any applications for this project.

In Specification Section 263600 - Transfer Switches, paragraph 2.3: The transfer switch for the pumphouse - ATS-P - shall have a programmed neutral position. Delayed transition shall be used for ATS-P. Open transition switches with switched neutral shall be utilized at the dining and barracks (ATS-D, ATS-B).

12. Section 264113 – Lightning Protection For Structures

In Specification Section 264113- Lightning Protection for Structures, add paragraph 1.5.C to state: Lightning protection system installer shall coordinate and provide all connections to photovoltaic arrays designed on plans and specified in Section 263100 – Photovoltaic Collectors. Connections shall be completed in accordance with NFPA 780 and UL 96A.

13. Section 265100- Interior Lighting

In Specification Section 265100 – Interior Lighting, subsection 1.7 – Warranty, paragraphs 1.7.A.1 and 1.7.B.1: The warranty period for both Emergency Lighting Unit Batteries and Emergency Fluorescent Ballasts shall be five (5) years in lieu of the years indicated in referenced paragraphs.

14. Section 280513 – Conductors and Cables for Electronic Safety and Security

Specification Section 280513 - Conductors and Cables for Electronic Safety and Security, Part 2 Products, paragraph 2.2.D.3 lists Multiconductor Armored Cable UL listed as a 2-hour rated assembly. This paragraph should be omitted as there are no requirements for 2-hour rated assemblies on this project. All fire alarm conductors shall be installed in conduit in accordance with the general notes on the fire alarm system drawings.

DRAWINGS:

Civil

1. Sheet C-105 – Site Grading Plan Keynote Map On Sheet C-105 - Site Grading Plan Keynote Map, Keynote #17 – Paving of Orchard Road is included in Alternate Bid Item (ABI) 004 as noted on Sheet A-101- Site Plan and Section 012300 ABI’s, paragraph 3.1 D, ABI No. 4. The ABI includes subgrade preparation and all base material for paving. If ABI 004 is not selected, utility trench surface repair within Orchard Road shall meet the section shown on sheet C-205 – Construction Details, Detail 1 for any disturbed area.

2. Sheet C-106 – Site Grading Plan On Sheet C-106 – Site Grading Plan: See note that references architectural plan, Sheet A-101- Site Plan, for perimeter fence limits.

3. Sheet C-205 – Construction Details

On Sheet C-205 – Construction Details: The 20 inch Aggregate Sub-Base for the 30 foot wide interior gravel road between station 5+08.15 and 9+54.35 and the 16 inch Approved Structural Sub-Base materials for the remaining roadway sections are as specified in Section 312000 - Earth Moving, paragraph 2.1 Soil Materials, 2.1. D. Subbase Material.

4. Sheet C-302 – Water System Process Flow Diagram and Design Criteria

On Sheet 302 – Process Flow Diagram a 250,000gallon tank is indicated. The 42.5’ diameter x 24’ wall height equals 254,671 gallons which rounds to 250,000 gallons as indicated in specification Section 331613 – Aboveground Water Utility Storage Tanks, paragraph 1.2.A. Refer to ORTC Reservoir Sizing table on Sheet C-302 for further information regarding the reservoir capacity.

5. Sheet C-304 - Water System Facility and Yard Piping Plan

On Sheet C-304 - Water System Facility and Yard Piping Plan: The future well indicated on Sheet C-304 and the well described in specification Section 332113 – Public Water Supply Wells refer to the same well. The project only includes this one well.

6. Sheet C-311 – Wastewater Disposal Site Plan

On Sheet C-311 – Wastewater Disposal Site Plan: The location of the drip system indicated on Sheet C-316 – Dripfield Piping Plan in relation to the lagoon on Sheet V-103 – Existing Water and Sewer at MATES is indicated on Sheet C-311.

Landscape

1. Sheets L-101 and L102 - Landscape Plan On Sheets L-101and L-102 – Landscape Plan: Add the following Note 6: All areas disturbed from this project (including MATES Facility lagoon and subsurface work) shall be repaired and seeded with dry land grass seed per Specifications Section 329300 - Plants.

On Sheets L-101and L-102 – Landscape Plan: Revise the Legend to include the following plant quantities:

Gold Drop Potentilla – 250 required

Oakleaf Sumac – 45 required

Big Sagebrush – 103 required

Rubber Rabbitbrush – 265 required

Blue Rug Juniper – 199 required

Emerald Spreader Juniper – 47 required

On Sheets L-101and L-102 – Landscape Plan: Revise Note 3 on both L-101 and L-102; Remove sentences two and three. The Government (Owner) will not provide the black lava rock.

Structural

1. Sheet S-100B – Barracks Foundation Plan Refer to attached stand alone Mechanical Enclosure foundation plan as shown on Sheet S-100B.

Architectural

1. Sheet A-111-D – Dining Facility Floor Plan

On Sheet A-111-D – Dining Facility Floor Plan: Refer to Keynote #12 for the transition from polished concrete to epoxy flooring. Also refer to Sheet A-410-D – Dining Facility Enlarged Plans, Keynote #5.

2. Sheet A-601-D - Schedules On Sheet A-601-D – Schedules, Room Finish Schedule: Delete the paint finish in all rooms in which the CMU is scheduled to be finished with paint..

3. Sheet A-602-B - Schedules On Sheet A-602-B – Schedules, Room Finish Schedule: Delete the paint finish in all rooms in which the CMU is scheduled to be finished with paint..

Mechanical

1. Sheet M-221-D – Dining Facility Hydronic Piping Mezzanine Plan On Sheet M-221-D – Dining Facility Hydronic Piping Mezzanine Plan: Fan Coil Units FC-2D, 3D, 7D and 8D shall be provided with 3-way control valves at the chilled water coils. Revise Keyed Note #1 to Keyed Note #2.

2. Sheet M-512 – Fan Coil Unit Schedule On Sheet M-512 – Fan Coil Unit Schedule: Refer to the attached sheets M-512-R1 and M-512-R2 for revisions to the schedule.

3. Sheet M-514 – Chiller Schedule On Sheet M-514 – Chiller Schedule: Refer to the attached M-514-R1 for revisions to the schedule.

4. Sheet P-511 – Plumbing Fixture Schedule On Sheet, P-511, Shower Trim (SHR-1): Delete floor drain FD-1. Add Acorn Terrazzo-Ware shower base model SBS-36-3F. Furnish shower base with integral drain supplied with removable stainless steel grid strainer. Confirm exact size of shower base. Color as selected by Contracting Officer.

On Sheet, P-511, Drinking Fountain (DF-1): Change drinking fountain specifications to provide Elkay model EZSTL8C with flexi-guard anti-microbial safety bubbler, operated by front or side push bars, cleanable Y strainer, 115 volt, 4.0 amp, 60 hertz.

On Sheet, P-511, Water Closet (WC-1): Change specification for Sloan fixture to sensor activated Sloan Ecos model 8111-1.6/1.1, battery powered, dual flush, water closet flushometer.

On Sheet, P-511, Water Closet (WC-2). Change specification for Sloan fixture to sensor activated Sloan Optima model 8111-1.28 ES-S, battery powered, water closet flushometer.

On Sheet, P-511, Urinal (U-1). Change specification for Sloan fixture to Sloan Optima model 8186-0.5, battery powered, urinal flushometer.

On Sheet, P-511, Lavatory (LAV-1). Delete mixing valve. Change faucet specification to sensor activated Sloan Optima model EBF-650-BDM, battery powered, 4” centerset electronic hand washing faucet, .5 gpm vandal resistant spray head.

On Sheet, P-511, Lavatory (LAV-2). Delete mixing valve. Change faucet specification to sensor activated Sloan Optima model EBF-650-BDM, battery powered, 4” centerset electronic hand washing faucet, .5 gpm vandal resistant spray head.

5. Sheet P-222-B – Second Floor Water and Gas Plan Add a fixture callout for drinking fountain (DF-1). Correct reference callout for riser diagram for Latrine 213 to B1/P-222-B.

ELECTRICAL

1. Sheet E-100 – Overall Electrical Site Plan

On Sheet E-100, Keynotes #5 and #6 reference detail 4/E-102. These keynotes should also reference details 4/E-102 and 5/E-102.

On Sheet E-100, Telecommunications Underground Schedule: Item #4 shall include an additional 2” spare routed from the pull box to the Barracks. The additional 2” conduit shall terminate below the main fire alarm control panel in the Barracks.

On Sheet E-100, Telecommunications Underground Schedule: Item #2 shall include an additional 2” spare routed from the pull box to the Dining Facility. The additional 2” conduit shall terminate below the main fire alarm control panel in the Dining Facility.

On Sheet E-100, Telecommunications Underground Schedule: Item #3, #6 and #7 shall include an additional 2” spare routed in the ductbank. Terminate additional conduit into each pull box at ends of each specified run.

On Sheet E-100, Telecommunications Underground Schedule: Underground telecommunications runs #5 and #8 are intended to utilize new conductors in existing spare conduits. Innerducts specified may not be installed and as such, account for the installation of innerducts in the quantity listed and install cabling in said innerducts.

2. Sheet E-102 – Site Electrical Details

On Sheet E-102, Detail 6/E-102: Dimensions noted for pull boxes are interior dimensions. Wall and floor thickness for both 48” and 72” pull boxes shall be 4”. Concrete slurry over ductbank shown in detail is not required; follow ductbank installation detail 5/E-102.

On Sheet E-102, Detail 6/E-102: Cover for pull box shall be a minimum of H20 rated.

On Sheet E-102, Detail 6/E-102: Conduit entrance to pull box shall utilize bell-end fittings flush with interior wall of pull box. Conduits shall enter pull box as low as possible.

3. Sheet E-111-DP – Dining Facility Power Plan

On Sheet E-111-DP – Dining Facility Power Plan: Delete connections to hard-wired automatic sensors at urinals in Room 107 and all associated connections noted in keynote #6 for this application. Make circuit DL1-14 SPARE.

4. Sheet E-111-DS – Special Systems Plan

On Sheet E-111, General Sheet Note 9: A complete raceway system is required for telecommunications cabling in all buildings for this project. The general note is intended to indicate that where the conduits are ended at rack or room locations, bushings shall be installed to protect cabling as it exits the raceway system.

5. Sheet E-121-DE - Dining Facility Mezzanine Electrical Plan and Sheet E-231-BE – Barracks Mezzanine Electrical Plan – Area ‘A’:

Refer to sheet E-121-DE for the location of the inverters at the Dining Facility and sheet E-231-BE for the location of the inverters at the Barracks Facility.

6. Sheet E-241-BE – Barracks Roof Electrical Plan – Area ‘A’

Refer to sheet E-241-BE - Barracks Roof Electrical Plan – Area ‘A’ for PV module quantities, orientation and placement.

APPROVALS/SUBSTITUTION REQUESTS:

The following manufacturers have been approved for bidding purposes only. Final approval shall be based upon requirements and compliance with plans and specifications.

Specification

Equipment

Manufacturer of

Reference

Description

Proposed Substitution

074113

Metal Roofing

MBCI Superlok

074213

Metal Wall Panels

MBCI FW-120-2

077200

Roof Accessories

Elmdor Roof Hatches

081113

HM Doors & Frames

Amweld

087100

Door Closers

Stanley D-4550/D4551 Series

Exit Devices

Precision Apex 2000 Series

Flushbolts

Rockwood (ASSA/ABLOY)

Hinges

PBB, Inc.

102600

Wall and Door Protection Pawling Corporation

105113

Metal Lockers

ASI

230100

Barracks Custom Fan Coils Innovent Air Handling

Circuit Setter

Danfoss

Therm & Gauges

Miljoco

230100

Condensing Boilers

HTP Heat Transfer Products

230100

Water Heaters & Tanks HTP Heat Transfer Products

230100

Expansion Tanks

Flexcon Industries

230100

Larger Storage Tanks

Bock Water Heaters

230100

Flex Connectors

Twin City Hose

Storage Tanks

Lochinvar

Base Mounted Pumps

Flo Fab

230100

Vertical In-line Pumps Flo Fab

Expansion Tanks

Flo Fab

230100

Air Separation Tanks

Flo Fab

230100

Pump Suction Diffusers Flo Fab

230100

Triple Duty Valves

Flo Fab

230100

Pressure Gauges

Flo Fab

230100

Thermometers

Flo Fab

Airtol Fitting

Flex Connectors

Flo Fab

Y-Strainers

Manual Air Vents

Flo Fab

230100

Auto Air Vents

Gauge Cocks

Venturi

Balancing Valves

Flo Fab

230100

Hot Water Coil

Greenheck

230100

Kitchen Hoods

Greenheck

264113

Lightning Protection

Robbins Lightning, Inc.

ATTACHMENTS:

1. Drawing Mechanical Enclosure

2. Drawing M-512-R1

3. Drawing M-512-R2

4. Drawing M-514-R1

5. Drawing P-222-B-R1

6. Current Davis Bacon Wage Rate Determination(s)

END OF ADDENDUM NO. THREE

General Decision Number: ID100002 06/24/2011 ID2

Superseded General Decision Number: ID20080002

State: Idaho

Construction Type: Building

Counties: Ada, Bannock and Canyon Counties in Idaho.

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

Superseeds General Decision ID020030013

Modification Number Publication Date

0 03/12/2010

1 06/04/2010

2 07/30/2010

3 08/27/2010

4 09/03/2010

5 02/04/2011

6 06/10/2011

7 06/24/2011

BOIL0182-005 10/01/2006

ADA, BANNOCK AND CANYON COUNTIES

Rates Fringes

BOILERMAKER......................$ 25.22 18.52

CARP0808-002 01/01/2011

Rates Fringes

CARPENTER

(Including cement form work, drywall hanging and metal stud framing).........$ 26.57 10.24

ZONE PAY:

ZONE 1 0-30 MILES: FREE

ZONE 2 MORE THAN 30-60 MILES: $2.00/PER HOUR

ZONE 3 MORE THAN 60 MILES: $3.00/PER HOUR

If a project is located in more than one zone the lower zone rate shall apply

ZONES SHALL BE MEASURED FROM THE THE FOLLOWING U.S. POST

OFFICES:

BOISE: 304 N. 8TH STREET

TWIN FALLS: 253 2ND AVE. WEST

POCATELLO: CLARK STREET

IDAHO FALLS: 875 NORTH CAPITAL AVE.

CARP0808-003 01/01/2011

ADA, BANNOCK AND CANYON COUNTIES

Rates Fringes

Drywall Finisher/Taper...........$ 26.57 10.24

ELEC0291-005 01/01/2009

ADA AND CANYON COUNTIES

Rates Fringes

CABLE SPLICER....................$ 30.43 3%+$10.00

ELECTRICIAN......................$ 27.66 3%+$10.00

* ELEC0449-004 06/01/2011

Bannock County

Rates Fringes

ELECTRICIAN......................$ 26.80 $10.50+3%

IRON0732-002 06/01/2010

Rates Fringes

IRONWORKER

REBAR.......................$ 26.00 14.70

STRUCTURAL..................$ 26.00 14.70

PLUM0296-005 06/01/2010

ADA AND CANYON COUNTIES

Rates Fringes

PIPEFITTER.......................$ 25.58 11.92

PLUM0648-003 06/01/2011

BANNOCK COUNTY

Rates Fringes

PIPEFITTER.......................$ 27.20 13.05

Project over $10 Million....$ 32.28 13.05

SUID2003-001 09/03/2003

Rates Fringes

Cement Mason/Finisher............$ 13.98 1.50

LABORER

Concrete Worker.............$ 11.70 1.74

General/Cleanup.............$ 12.97 2.47

PAINTER..........................$ 15.00

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

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses

(29CFR 5.5 (a) (1) (ii)).

In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing.

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

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

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

END OF GENERAL DECISION

General Decision Number: ID100011 06/24/2011 ID11

Superseded General Decision Number: ID20080011

State: Idaho

Construction Type: Heavy

Counties: Ada, Bannock and Canyon Counties in Idaho.

HEAVY CONSTRUCTION PROJECTS

Superseeds General Decision ID020030001

Modification Number Publication Date

0 03/12/2010

1 06/04/2010

2 08/27/2010

3 09/03/2010

4 06/10/2011

5 06/24/2011

ELEC0291-005 01/01/2009

ADA AND CANYON COUNTIES

Rates Fringes

CABLE SPLICER....................$ 30.43 3%+$10.00

ELECTRICIAN......................$ 27.66 3%+$10.00

* ELEC0449-004 06/01/2011

Bannock County

Rates Fringes

ELECTRICIAN......................$ 26.80 $10.50+3%

ENGI0370-011 01/01/2010

ADA, BANNOCK AND CANYON COUNTIES

ZONE 1 (Anyone working on HAZMAT jobs working with supplied air shall receive $1.00 per hour above classification)

Rates Fringes

Power equiment operators -

Blade/Grader

(Elevating Grader Operator).$ 25.42 9.60

(Fine Grader-CMI or

Equivalent).................$ 25.96 9.60

(Motor Patrol)..............$ 25.59 9.60

Power equipment operator -bulldozer........................$ 25.59 9.60

ZONE PAY:

ZONE 1 0-30 MILES: FREE

ZONE 2 MORE THAN 30-60 MILES: $2.00/PER HOUR

ZONE 3 MORE THAN 60 MILES: $3.00/PER HOUR

If a project is located in more than one zone the lower zone rate shall apply

ZONES SHALL BE MEASURED FROM THE THE FOLLOWING U.S. POST

OFFICES:

BOISE: 304 N. 8TH STREET

TWIN FALLS: 253 2ND AVE. WEST

POCATELLO: CLARK STREET

IDAHO FALLS: 875 NORTH CAPITAL AVE.

PLUM0296-005 06/01/2010

ADA AND CANYON COUNTIES

Rates Fringes

PIPEFITTER.......................$ 25.58 11.92

PLUM0648-003 06/01/2011

BANNOCK COUNTY

Rates Fringes

PIPEFITTER.......................$ 27.20 13.05

Project over $10 Million....$ 32.28 13.05

SUID2003-003 09/03/2003

Rates Fringes

CARPENTER (Including Cement

Form and Metal Stud Work)........$ 16.00 0.00

LABORER: Pipelayer..............$ 12.39

Power equipment operator -backhoe..........................$ 18.52 3.75

Power equipment operators:

(Excavator)......................$ 15.33

Power equipment operators:

(Loader).........................$ 18.53 3.99

Truck Driver, Dump...............$ 14.17 1.98

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

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

In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing.

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

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

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

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

END OF GENERAL DECISION

(End of Summary of Changes)