R15PS00313_Amendment_No._006.pdf

(x)

R15PS00313

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

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

x

Boise ID 83706-1234 1150 N. Curtis Road, Ste. 100

R10

Acquisition Management Division Regional Office Pacific Northwest Region Bureau of Reclamation

07/23/2015000006

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

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

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

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

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

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

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

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

05/13/2015

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

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

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

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

ORDER NO. IN ITEM 10A.

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

Hungry Horse Visitor Areas and Parking Lot Improvements, Hungry Horse Project, Montana

See attached for Amendment No. 006 instructions

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

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

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

Susan E. Kramer

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

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

Solicitation No.R15PS00313 Hungry Horse Visitor Areas and Parking Lot Improvements

Hungry Horse Project, Montana Amendment 006

A. The time and date for bid opening REMAINS 2:00 p.m., local time, August 6, 2015.

B. Acknowledgment: See block 11 above regarding how to acknowledge this amendment. The acknowledgment must be received at the place designated for receipt of offers (see block 8 of "Solicitation, Offer and Award” Standard Form 1442).

C. Offer Modification: See block 11 above if you have submitted your offer and now desire to modify or withdraw it.

D. Third Party: If you have given your copy of the solicitation to someone else, please forward this amendment accordingly.

E. NOTE: The following changes are hereby incorporated into the solicitation. Single-sided replacement pages are provided following this Standard Form 30 and changes are shown with left side bar or shaded text.

F. In the Table of Contents, the following pages are deleted and the attached revised pages are substituted therefore:

Remove Pages Insert Revised Pages iii iii ix ix

G. In Section C, Description/Specifications/Statement of Work, the following specification pages and drawings are deleted and the attached revised specification pages and drawings are substituted therefore:

Remove Pages Insert Revised Pages 01 11 00-5 01 11 00-5 01 33 00-13 01 33 00-13 01 33 00-15 01 33 00-15 02 42 00-1 02 42 00-1 03 30 00-1 03 30 00-1 03 30 00-18 through 03 30 00-20 03 30 00-18 through 03 30 00-20 03 40 00-1 through 03 40 00-6 03 40 00-1 through 03 40 00-6 05 73 13-6 through 05 73 13-7 05 73 13-6 and 05 73 13-7 26 55 00-2 26 55 00-2 32 01 26-1 and 32 01 26-2 32 01 26-1 32 05 19-1 through 32 05 19-6 32 05 19-1 32 12 36-1 32 12 36-1 32 31 13-1 32 32 13-1 52 00 00-2 and 52 00 00-3 52 00 00-2 and 52 00 00-3

Drawings:

Remove Pages Insert Revised Pages Sheet 5 (447-100-384) Sheet 5 (447-100-384) Sheet 14 (447-100-392) Sheet 14 (447-100-392)

Solicitation No.R13PS10031 Reroof Relay House, 230kV Maintenance & Shop Building, GC Dam Power Office

Amendment 001

Sheet 22 (447-100-400) Sheet 22 (447-100-400) Sheet 23 (447-100-401) Sheet 23 (447-100-401) Sheet 24 (447-100-402) Sheet 24 (447-100-402) Sheet 25 (447-100-403) Sheet 25 (447-100-403) Sheet 27 (447-100-406) Sheet 27 (447-100-406) Sheet 28 (447-100-407) Sheet 28 (447-100-407)

H. In Section J, List of Attachments, the following page is deleted and the attached revised page is substituted therefore:

Remove Page Insert Revised Page J-1 J-1

I. In Section L, Instructions, Conditions, and Notices to Offerors or Respondents, the following pages are deleted and the attached revised pages are substituted therefore:

Remove Pages Insert Revised Pages L-1 and L-2 L-1 and L-2

Attachments

Amendment No. 006 Solicitation No. R15PS00313 iii (revised)

26 05 29 Hangers and Supports 26 05 33 Conduits 26 05 60 Equipment Identification 26 27 16 Enclosures and Boxes 26 27 30 Wiring Devices 26 29 13 Starters, Contactors, and Safety Disconnects 26 55 00 Lighting

DIVISIONS 27 THROUGH 30 – NOT USED

DIVISION 31 - EARTHWORK

31 11 00 Clearing and Grubbing 31 23 02 Compacting Earth Materials 31 23 21 Earthwork for Structures 31 23 22 Conduit Pipe Trench Earthwork 31 23 23 Compacted Gravel Backfill 31 23 30 Excavate Pavement 31 23 39 Disposal of Excavated Materials

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 26 Deleted 32 05 19 Deleted 32 11 23 Aggregate Base Courses 32 12 16 Hot Mix Asphalt (HMA) 32 12 36 Seal Coat 32 17 13 Wheel Stops 32 17 20 Pavement Markings 32 31 13 Chain Link Fence

DIVISION 33 - UTILITIES

33 11 14 Pipe to Precast Tank Fittings 33 41 10 Storm Drains and Grating

DIVISIONS 34 THROUGH 50 – NOT USED

DIVISION 51 - INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 10 Photographs 51 00 20 Hazardous Materials Information 51 00 40 End of Month Elevations

Hungry Horse Visitor Areas and Parking Lot Improvements ix (revised)

PART III LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

SECTION J LIST OF ATTACHMENTS ......................................................................................... J-1

PART IV REPRESENTATIONS AND INSTRUCTIONS

SECTION K REPRESENTATIONS, CERTIFICATIONS, AND OTHER STATEMENTS

OF OFFERORS OR RESPONDENTS ....................................................................... K-1

K.1. 52.203-98, PROHIBITION ON CONTRACTING WITH ENTITIES THAT

REQUIRE CERTAIN INTERNAL CONFIDENTIALITY AGREEMENTS—

REPRESENTATION (FEB 2015) - DEVIATION ........................................................ K-1

K.2. 52.204-8 ANNUAL REPRESENTATIONS AND CERTIFICATIONS (DEC

2014) ............................................................................................................................... K-1

K.3. 52.209-7 INFORMATION REGARDING RESPONSIBILITY MATTERS (JUL

2013) ............................................................................................................................... K-5

SECTION L INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS OR

RESPONDENTS ............................................................................................................L-1

L.1. 52.204-16 COMMERCIAL AND GOVERNMENT ENTITY CODE

REPORTING (JULY 2015).............................................................................................. L-1

L.2. 52.204-18 COMMERCIAL AND GOVERNMENT ENTITY CODE

MAINTENANCE (JULY 2015)....................................................................................... L-2

L.3. 52.211-1 AVAILABILITY OF SPECIFICATIONS LISTED IN THE GSA

INDEX OF FEDERAL SPECIFICATIONS, STANDARDS AND

COMMERCIAL ITEM DESCRIPTIONS, FPMR PART 101-29 (AUG 1998) ............. L-3

L.4. 52.211-3 AVAILABILITY OF SPECIFICATIONS NOT LISTED IN THE GSA

INDEX OF FEDERAL SPECIFICATIONS, STANDARDS AND

COMMERCIAL ITEM DESCRIPTIONS (JUN 1988) .................................................. L-3

L.5. 52.211-6 BRAND NAME OR EQUAL (AUG 1999) (DEVIATION) ........................... L-3

L.6. WBR 1452.211-80 NOTICE OF INTENT TO ACQUIRE METRIC PRODUCTS

AND SERVICES - BUREAU OF RECLAMATION (MAR 1993) ............................... L-4 L.7. 52.214-3 AMENDMENTS TO INVITATIONS FOR BIDS (DEC 1989) ...................... L-5 L.8. 52.214-4 FALSE STATEMENTS IN BIDS (APR 1984) ............................................... L-5 L.9. 52.214-5 SUBMISSION OF BIDS (MAR 1997) ............................................................ L-5 L.10. 52.214-6 EXPLANATION TO PROSPECTIVE BIDDERS (APR 1984) ...................... L-6

L.11. 52.214-7 LATE SUBMISSIONS, MODIFICATIONS, AND WITHDRAWALS

OF BIDS (NOV 1999) ..................................................................................................... L-6 L.12. 52.214-18 PREPARATION OF BIDS--CONSTRUCTION (APR 1984) ...................... L-7

L.13. 52.214-19 CONTRACT AWARD-SEALED BIDDING--CONSTRUCTION

(AUG 1996) ..................................................................................................................... L-7

L.14. 52.214-34 SUBMISSION OF OFFERS IN THE ENGLISH LANGUAGE (APR

1991) ................................................................................................................................ L-8 L.15. 52.214-35 SUBMISSION OF OFFERS IN U.S. CURRENCY (APR 1991) .................. L-8

(Revised)

01 11 00 - 5

a. Constructing a van accessible parking space in front of the north side of parking Area. Work includes:

1) Furnishing and placing van accessible signage and post.

2) Placing access aisle stripes and accessibility pavement markings.

3) Furnishing and placing precast concrete wheel stop.

b. Constructing an accessible viewing and picnic pad area adjacent to north side of parking area. Work includes:

1) Earthwork for, and furnishing and placing a concrete picnic pad and viewing pad.

2) Earthwork for, and furnishing and placing a concrete walkway 5-foot wide, 4-inch thick cast-in-place concrete walkway.

3) Saw cutting, removing, and disposing of existing asphalt.

4) Furnishing and placing metal handrails.

5) Furnishing and installing concrete curb ramp to meet ADA- ABAAG standards.

6) Furnishing and installing picnic table to meet current ADA- ABAAAG standards.

7) Furnishing and installing handrails and guard rails.

8) Placing striping for 17 standard parking stalls.

c. Saw cutting, removing, and disposing of existing asphalt, rock excavation and compacted gravel backfill, furnish and install a 1500 gallon septic tank, grading and installing base coarse, and asphaltic concrete pavement for South Parking Area.

1) Slope as shown on drawings.

2) New 2-inch Hot Mix Asphalt (HMA).

3) DELETED

d. Furnish and place new concrete slab at tight turning radius of the south abutment.

e. Furnish and install storm drains as shown on drawings.

Submittals

01 33 00 - 13

Table 01 33 00A - List of Submittals

* Submittal types: A - Approval, I - Information. CP indicates that the submittal is required to be shown on the Construction Schedule ** CO indicates Contracting Officer and COR indicates Program Manager, Construction Engineering Group.

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Type

Respon-sible code

No. of sets to be sent to: **

CO COR

03 40 00-4 Precast Concrete

Product data for manhole assemblies

At least 28 days prior to placing precast concrete

A COR 0 3

03 40 00-5 Precast Concrete

Product Data At least 28 days prior to placing precast concrete

A COR 0 3

04 70 00-1 Manufactured Masonry

Product Data At least 28 days prior to Installation

A COR 0 3

04 70 00-2 Manufactured Masonry

Samples At least 28 days prior to Installation

I COR 0 1

04 70 00-3 Manufactured Masonry

Quality Assurance/Control Submittals

At least 28 days prior to Installation

I COR 0 1

04 70 00-4 Manufactured Masonry

Closeout Submittals At contract completion A COR 0 3

05 50 00-1 Metal Fabrications

Manufacturer’s Product Data

At least 28 days prior to work

A COR 0 3

05 50 00-2 Metal Fabrications

Shop Drawings At least 28 days prior to work

A,CP COR 0 3

05 73 13-1 Aluminum Glass Panel Railing

Component Details At least 28 days prior to work

A COR 0 3

05 73 13-2 Aluminum Glass Panel Railing

Manufacturer’s installation instructions

At least 28 days prior to work

A COR 0 3

07 01 50-1 Roof Materials Removal

Removal Plan for Roof

At least 28 days prior to work

A COR 0 3

07 54 23-1 Fully-adhered TPO Roof System

Shop drawings At least 28 days before commencing roofing activities

A, CP COR 0 3

07 54 23-2 Fully-adhered TPO Roof System

Sample of roofing material

At least 28 days before commencing roofing activities

A COR 0 2

07 54 23-3 Fully-adhered TPO Roof System

Manufacturer's installation instructions

At least 28 days before commencing roofing activities

I COR 0 1

07 54 23-4 Fully-adhered TPO Roof System

Installer qualifications

At least 28 days before commencing roofing activities

A COR 0 3

07 54 23-5 Fully-adhered TPO Roof System

Sample copy of guarantee to be provided

At least 28 days before commencing roofing activities

A COR 0 3

Submittals

01 33 00 - 15

Table 01 33 00A - List of Submittals

* Submittal types: A - Approval, I - Information. CP indicates that the submittal is required to be shown on the Construction Schedule ** CO indicates Contracting Officer and COR indicates Program Manager, Construction Engineering Group.

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Type

Respon-sible code

No. of sets to be sent to: **

CO COR

26 05 20-1 Grounding and Bonding

Installation Drawings of the Grounding System

At least 28 days prior to work

A COR 0 3

26 05 20-2 Grounding and Bonding

Reports of Ground Resistance Tests

Within 10 days of Test A COR 0 3

26 27 16-1 Enclosures and Boxes

Product Data At least 28 days prior to work

A COR 0 3

26 27 16-2 Enclosures and Boxes

Manufacturer’s Instructions

At least 28 days prior to work

A COR 0 3

26 27 30-1 Wiring Devices

Catalog Data and Certification of Conformance

At least 28 days prior to work

A COR 0 3

26 29 13-1 Starters, Contactors, and Safety Disconnects

Data for each Component Specified Showing Electrical Characteristics and Connection Requirements

At least 28 days prior to work

A COR 0 3

26 29 13-2 Starters, Contactors, and Safety Disconnects

Manufacturer’s Installation Instructions

At least 28 days prior to work

A COR 0 3

26 55 00-1 Lighting Drawings, Data, and Descriptive Information.

At least 28 days prior to work

A COR 0 3

31 23 23-1 Compacted Gravel Backfill

Source and gradation of gravel backfill

At least 28 days prior to work

A COR 0 3

32 05 19-1 DELETED

32 05 19-2 DELETED

32 05 19-3 DELETED

32 11 23-1 Aggregate Base Courses

Source of crushed base material

At least 28 days prior to work

A COR 0 3

32 11 23-2 Aggregate Base Courses

Contractor quality control for materials used in the work

At least 28 days prior to work

A COR 0 3

02 42 00 - 1

SECTION 02 42 00

SALVAGE

PART 1 GENERAL

1.01 GENERAL

A. The contractor shall salvage the lighting standards and light fixtures from along the road way between the Visitors Overlook Area and the Main Visitors Center.

(Five)

B. The contractor shall salvage the lighting standards and light fixtures from along the downstream parapet wall behind the Main Visitors Center. (Two)

C. The contractor shall salvage the lighting standards and light fixtures from the South Parking Area. (Four)

D. All lighting standards and fixtures to remain the property of the Government and shall be stored onsite at a location directed by the COR.

1.02 PAYMENT

A. Salvaging Items.

1. Payment: Include in lump sum price offered in the schedule.

PART 2 PRODUCTS

2.01 GENERAL

A. Provide dunnage, packing, and padding necessary for outside storage of salvaged items.

PART 3 EXECUTION

3.01 GENERAL

A. Items to be salvaged need to be removed, transported, and stored in such a manner as to avoid damage or breakage. Breakable parts, globes, and light bulbs need to be removed, padded, and crated for outside storage. Arms need to be removed from the poles. Poles and arms need to be stacked on dunnage to prevent contact with ground, provide separation between parts, and prevent movement. Bolts and nuts from disassembly need to be crated for outside storage.

END OF SECTION

03 30 00 - 1

SECTION 03 30 00

CAST-IN-PLACE CONCRETE

PART 1 GENERAL

1.01 GENERAL

A. The work of this Section includes, as specified and as shown on the drawings, labor, equipment, and materials required for:

1. Furnishing and installing concrete accessible parking pads with access aisles, accessible concrete curb ramps, concrete slab at tight turning radius at the south abutment, concrete walkways, curbing, a viewing area with walls, a picnic pad, and concrete slabs and stairs at the Main Visitor’s Center.

2. Concrete work must ensure accessibility as required by law for persons with disabilities in accordance with the Architectural Barriers Act of 1968 (82 Stat. 718), as amended (42 U.S.C. 4151 et seq.) and Section 504 of the Rehabilitation Act of 1973, as amended (29 U.S.C. 794). “Specific requirements are set forth in the Americans with Disabilities Act/Architectural Barriers Act Accessibility Guidelines: ABA Chapter 1 (Application & Administration); Chapter 2 (Scoping Requirements), commonly referred to as ABAAS, and shall be used by the Contractor to ensure compliance with the above-listed laws. The finished product must meet the requirements set forth in ABAAS. It is the sole responsibility of the Contractor to determine beforehand how to address tolerances to ensure that the finished products comply with Federal standards. Should the finished product fail to comply, it shall be the responsibility of the Contractor, at its sole CRM 03-01 expense, to make any adjustments necessary to bring the deficient components into compliance.”

1.02 PAYMENT

A. Furnishing and Placing Concrete:

1. Payment: Include in lump sum price offered in the schedule:

a Includes cementitious materials and reinforcement.

2. Over excavation: No payment will be made for concrete used to fill over excavation.

1.03 DEFINITIONS

A. Cementitious materials: Portland cement, or portland cement plus a pozzolan, or blended hydraulic cement.

03 30 00 - 18

K. Prevention of repeated failure to meet tolerances:

1. When concrete placements result in hardened concrete which does not meet specified tolerances, submit to COR an outline of preventive actions such as modifications to forms, modified procedure for setting screeds, and different finishing techniques to be implemented to avoid repeated failures. Submit when requested by COR.

2. Government reserves the right to delay concrete placements until preventive actions which have been approved by COR are implemented.

3.09 CURING

A. Water curing:

1. Keep concrete surface wet for twenty-eight (28) days, minimum, from time concrete has attained sufficient set to prevent detrimental effects to surface.

2. Cure by using water-saturated material; a system of perforated pipes, mechanical sprinklers, or porous hose; or other methods which will keep surfaces continuously (not periodically) wet. Curing methods will be subject to approval by COR.

B. Curing with curing compound:

1. Apply to concrete surface to provide a water-retaining film. Reapply as necessary to maintain a continuous, water-retaining film on surface for twenty-eight

(28) days.

2. Thoroughly mix compound and spray apply in one coat to provide a continuous, uniform film over surface.

3. Do not exceed coverage rate of 150 square feet per gallon. Decrease coverage rate on rough surfaces as necessary to obtain required continuous film.

4. Ensure ample coverage on edges, corners, and rough surfaces.

5. Spray equipment and equipment performance will be subject to approval by COR.

Repair or replace equipment when directed by COR.

6. Use personnel qualified in using specified spray technique, as determined by COR, to perform application.

C. Polyethylene film curing:

1. Thoroughly moisten concrete surface by lightly spraying with water as soon as concrete has hardened sufficiently to prevent damage.

2. Completely cover concrete surface with polyethylene film to provide an airtight, water-retaining film over entire surface.

3. Lap edges of polyethylene sheets to seal adjacent sheets.

4. Place tightly against concrete surface at extreme edge of curing area.

03 30 00 - 19

5. Secure film to withstand wind and prevent circulation of air inside curing film.

6. Keep surface covered for fourteen (14) days, minimum.

3.10 PROTECTION

A. Protect concrete from damage until final acceptance by Government.

B. Do not load concrete or remove forms and shoring until the concrete has gained sufficient strength to safely support its weight and all imposed loads.

C. Maintain concrete at a temperature of 50 degrees Fahrenheit (10 degrees Celsius) or greater for seventy-two (72) hours, minimum, after placement. Vent heater and prevent concrete from drying where artificial heat is employed.

D. Protect concrete from freezing during water curing. After discontinuance of water curing, protect concrete from freezing for next seventy-two (72) hours.

E. Protect concrete from heavy foot traffic and other construction activities by covering with plywood or other suitable material. Remove and dispose of temporary covering when no longer required.

3.11 REPAIR

A. Repair concrete in accordance with USBR M-47.

B. If repair is required, submit proposed repair method and materials in accordance with USBR M-47 at www.usbr.,gov/pmts/materials_lab/concrete/specs/M-47.pdf, and USBR Guide to Concrete Repair at www.usbr.gov/pmts/materials_lab/repairs/guide.pdf.

C. Use repair or replacement method directed by COR.

D. Minor concrete repairs to formed surfaces, surface defects, and tie holes shall be completed within 24 hours of removing forms and prior to application of any curing compound. Concrete surfaces shall be kept continuously moist until repairs are completed.

3.12 QUALITY ASSURANCE

A. The Government may conduct quality assurance testing in accordance with FAR 52.246- 12 "Inspection of Construction" independent of the Contractor's Quality Control testing.

3.13 FINISH, SURFACE TOLERANCES, AND CURING SCHEDULES

Table 03 30 00D - Formed Surfaces http://www.usbr.,gov/pmts/materials_lab/concrete/specs/M-47.pdf http://www.usbr.gov/pmts/materials_lab/repairs/guide.pdf

03 30 00 - 20

Surface Finish Maximum allowable tolerance

Curing

Surfaces upon or against which fill material or concrete will be placed

F1 T1

Curing compound (clear or white) or polyethylene film.

Surfaces not permanently concealed by fill material

F2 T2 Curing compound (clear or white) or polyethylene film.

Construction joints and surfaces to be covered by grout

F2 T2 Curing compound (clear or white) or polyethylene film.

Walls adjacent to embedded metalwork

F2 T2 Curing compound (clear or white) or polyethylene film.

Table 03 30 00E - Unformed Surfaces

Surface Finish Maximum allowable tolerance

Curing

Surfaces to be covered by fill material or concrete

U1 (screeded)

T1 Curing compound (clear or white) or polyethylene film.

Tops of walls not prominently exposed to public view

U2 T3 Curing compound (clear or white) or polyethylene film.

Concrete slabs Light Broomed

Finish with Troweled

Edge

T3 Curing compound (clear or white) or polyethylene film.

03 40 00 - 1

SECTION 03 40 00

PRECAST CONCRETE

PART 1 GENERAL

1.01 GENERAL

A. Provide pipe to manhole connections, deliver, and install 1500 precast concrete tank to include manhole assemblies, and catch basin assemblies as specified and as shown on drawing 447-100-407.

B. Provide all labor, materials, and equipment required to connect existing drainage pipe to new oil spill control tank.

C. Meet the minimum requirements, material specifications, and design criteria detailed herein, and as shown on the drawings.

1.02 PAYMENT

A. Providing, Delivering, and Installing Precast Concrete:

1. Payment: Include in lump sum price offered in the schedule:

a. Includes manhole assemblies, and pipe to manhole connections. It also includes the precast and cast in place concrete rings and grout at the manhole assemblies. It also includes sawcutting a length of existing pipe and removing and disposing of the pipe. It also includes any temporary supports required for the pipe that remains.

B. Existing drainage pipe, pipe to precast tank couplers, and pipe end couplers:

1. Lump sum price offered in the schedule.

1.03 REFERANCE STANDARDS

A. Precast/Prestressed Concrete Institute (PCI)

1. PCI MNL 116-99 Manual for quality control for plants and production of structural precast concrete products.

2. PCI MNL 117-07 Manual for quality control for plants and production of architectural precast concrete products.

3. PCI MNL 120-11 PCI Design Handbook-Precast and Prestressed Concrete

4. PCI MNL 127-99 Erector’s Manual: Standards and Guidelines for the Erection of Precast Concrete Products.

B. ASTM International (ASTM):

03 40 00 - 2

1. ASTM C 33/C 33M-08 Concrete Aggregates

2. ASTM C 150-07 Portland Cement

3. ASTM C 923 Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipes, and Laterals

4. ASTM C 1173 Standard Specification for Flexible Transition Couplings for Underground Piping Systems

5. ASTM C 1478 Standard Specification for Storm Drain Resilient Connectors Between Reinforced Concrete Storm Sewer Structures, Pipes and Laterals

6. ASTM C 1602/C 1602M-06 Mixing Water Used in the Production of Hydraulic Cement Concrete

7. ASTM E 165-02 Liquid Penetrant Examination

C. American Water Works Association (AWWA):

1. AWWA C 205-07 Cement-Mortar Protective Lining and Coating for Steel Water Pipe - 4 In. (100 mm) and Larger - Shop Applied

D. Bureau of Reclamation (USBR):

1. USBR Concrete Manual Concrete Manual, Eighth Edition, Revised Reprint,

1.04 SUBMITTALS

A. Submit in accordance with Section 01 33 00 – Submittals:

1. RSN 03 40 00-1, Manufacturer, and Erector Qualifications.

2. RSN 03 40 00-2, Product data for:

a. The precast concrete load rating.

b. Traffic rated lid.

c. 1500 gallon tank.

3. RSN 03 40 00-3, Product data for pipe to manhole connectors, catch basin assemblies, and risers as shown on drawing 447-100-407.

4. RSN 03 40 00-4, Product data for manhole assemblies as shown on drawing 447- 100-407 .

5. RSN 03 40 00-5, Product data, for catch basin frame and grate assemblies,

1.05 QUALIFICATIONS

A. Manufacturer and erector: Firms shall specialize in performing work required by this Section and shall have at least five years experience.

03 40 00 - 3

1.06 CRITERIA

A. 1500 gallon tank:

1. An AASHTO H 20 truck load, or a 40,000 pound load rating for the traffic rated lid and an earth surcharge above walls for traffic as required by the AASHTO LRFD. Provide an internal wall for trapping oil as shown on the drawings.

1.07 QUALITY CONTROL

A. In accordance with PCI MNL 116, PCI MNL 117, PCI MNL 120, and PCI MNL 127.

1.08 CONNECTIONS

A. Contractor must verify 12” diameter pipe as called out in reference drawing 447-D-2041 before ordering the tank and all couplers.

B. Contractor must verify material type of existing pipe before ordering couplers and tank.

C. Contractor must position tank along existing pipe to ensure the pipe to manhole assembly will seat at both ends of the precast tank, at a suitable location in reference to the joints of the existing pipe.

D. Continuous through fittings.

E. No allowance for lap at joints.

PART 2 PRODUCTS

2.01 MATERIALS

A. Concrete: As required to meet the criteria in subsection 1.06 except the cast in place rings around the manhole assemblies are to meet Section 03 30 00. Minimum compressive strength at 28 days is to be 4000 psi for the precast concrete.

B. Grout: in accordance with article 2.01.B. of Section 05 50 00.

C. Manhole assembly: A-2003 manhole ring and cover, or equal. Salient characteristics: H- 20 wheel loading, 24-inch diameter clear opening in ring. http://www.dlfoundry.us/ D&L Foundry and Supply, 4841 Paoli Loop Rd, American Canyon, CA 94503

D. The outside diameter of the existing pipe is unknown, the contractor is to measure the outside diameter of the existing pipe before ordering the PSX connectors. PSX DIRECT DRIVE MANHOLE CONNECTORS or equal. Salient characteristics: meets ASTM C923 - Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipe, and Laterals. http://www.press-seal.com/Product/PSX%20DIRECT%20DRIVE%20MANHOLE%20CONNECTOR http://www.dlfoundry.us/ http://www.press-seal.com/Product/PSX%20DIRECT%20DRIVE%20MANHOLE%20CONNECTOR http://www.press-seal.com/Product/PSX%20DIRECT%20DRIVE%20MANHOLE%20CONNECTOR

03 40 00 - 4

E. The existing pipe may be asbestos concrete pipe. Removal and disposal of asbestos concrete pipe shall be done in accordance with Section 02 82 20-Removal and Disposal of Asbestos Containing Materials.

F. Rubber Gaskets: ASTM C 361.

G. Fittings:

1. Watertight flexible pipe-to-precast tank coupler:

a. The connector shall be PSX: DIRECT DRIVE as manufactured by Press- Seal Gasket Corporation, Fort Wayne, Indiana, or approved equal.

b. The connector assembly shall be the sole element relied on to assure a flexible watertight seal of the pipe to the precast tank.

c. Pipe to precast tank coupler shall be oil resistant.

d. The connector assembly shall meet/exceed the requirements of ASTM C 923, and shall have a minimum tensile strength of 1600 PSI.

e. The finished connection shall provide sealing to 13 PSI (minimum), and shall accommodate deflection of pipe to 7 degrees (minimum) without loss of seal.

2. Watertight flexible pipe-to-pipe coupler:

a. The connector shall be FERNCO: 5000 SERIES STRONG BACK (RC) COUPLINGS or approved equal.

b. The connector assembly shall be the sole element relied on to assure a flexible watertight seal of the pipe to pipe segment for assembly.

c. Pipe-to-pipe coupler shall be oil resistant.

d. The connector assembly shall meet/exceed the requirements of ASTM C 1173, and shall have a minimum tensile strength of 1000 PSI.

e. The connector assembly shall have a tear strength of 150 ft/lbs and a brittleness temperature of -40˚F.

2.02 FABRICATION

A. Embed reinforcing steel, anchors, and other cast-in items in accordance with design.

Locate hoisting devices to permit removal after erection.

B. Cure to develop concrete quality, and to minimize appearance blemishes including non-uniformity, staining, or surface cracking.

C. Minor patching is acceptable, providing structural adequacy and appearance of panels is not impaired.

D. Fabrication tolerances: Conform to tolerances specified in WSDOT or PCI standards.

03 40 00 - 5

2.03 CONTRACTOR SOURCE QUALITY TESTING

A. Pipe to precast tank connection assembly test:

1. Test by simultaneously filling precast tank and adjacent connection assemblies with water and verify watertight seal upon approval of COR.

PART 3 EXECUTIOIN

3.01 ERECTION

A. Erection:

1. Erect without damage to shape or finish.

3.02 INSTALLATION

A. As shown on the drawings.

3.03 CONNECTIONS

A. Pipe to precast tank coupler installation

1. Prepare all surfaces, parts, and structures per manufacturer’s instructions.

2. Install coupler in precast tank per manufacturer’s instructions, paying special attention to square alignment of coupler in precast tank opening.

3. Install coupler to pipe end, and seat coupler per manufacturer’s recommendations.

B. Pipe to pipe couplers

1. Prepare all surfaces, parts, and structures per manufacturer’s instructions.

2. Install coupler to pipe ends, and seat coupler per manufacturer’s recommendations.

C. Pipe segment

1. Before cutting portion of existing pipe, identify suitable segments of pipe to salvage for the reconnection assembly used to connect remaining portion of existing pipe to precast tank.

2. Salvage, and protect pipe segments for pipe to precast tank assembly.

3. Prepare pipe ends per coupler manufacturer’s instructions.

D. Lay pipe segments to lines and grades shown on the reference drawings or established by the COR to the following tolerances:

1. Departure from and return to established alignment and grade, maximum: 1/16-inch per foot of pipe.

2. Total departure from established alignment and grade, maximum: 1-inch.

03 40 00 - 6

3. Test assembly for watertight seal.

4. Use suitable beddings and backfill materials as required.

05 73 13-6

A. Finish designations prefixed by AA conform to the system established by the Aluminum Association for designating aluminum finishes.

B. Finish shall be black anodized Type II with a minimum thickness of 0.8 mils.

C. Color: Black.

2.08 GLASS

A. Fully tempered – Kind FT, Quality Q3, ASTM C 1048, Condition A, Type 1, Transparent Glass.

B. Surface and Edge Compression: Test in accordance with ASTM C 1048.

C. Impact Strength: Category II, tested in accordance with 16 CFR 1201.

D. Thickness: 3/8-inch.

E. Edges: Ground smooth and polished.

F. Clear.

PART 3 EXECUTION

3.01 PREPARATION

A. Supply items to be placed in partitions.

3.02 DISSIMILAR METALS

A. When aluminum components come into contact with dissimilar metals, surfaces shall be kept from direct contact by painting the dissimilar metal with a heavy coat of a [epoxy/polyurethane] or provide a heavy vinyl tape barrier.

B. When aluminum components come into contact with cement or lime mortar, exposed aluminum surfaces shall be painted with epoxy/polyurethane.

3.03 INSTALLATION

A. Install in accordance with shop drawings and manufacturer’s instructions.

B. Erect work square and level and free from distortion or defects detrimental to appearance or performance.

05 73 13-7

C. Expansion joints shall be provided as needed to allow for thermal expansion or contraction.

D. Provide weep holes in hollow sections of railing.

3.04 CLEANING

A. As installation is completed, wash thoroughly using plain water containing a mild soap or detergent. When preferred, an anodized finish shall be cleaned with distillate. Aluminum with a painted finish shall be cleaned with plain water containing a mild soap or detergent.

B. Do not use an acid solution, steel wool or other harsh abrasives.

C. If stains remain after washing, remove paint finish and restore in accordance with NAAMM Metal Finishes Manual. Finish must not be removed from anodized aluminum. Reanodizing can only be done by removing railing and returning it to the anodizer.

3.05 REPAIR OF DEFECTIVE WORK

A. Remove stained or otherwise defective work and replace with material that meets specification requirements.

Amendment No. 006

(Revised) 26 55 00 - 2

PART 2 PRODUCTS

2.01 MATERIALS

A. Materials for luminaires shall conform, in addition to the following specifications, to UL standards. Due to installation methods of original fixtures, replacement fixtures shall be UL rated for installation within an enclosed space.

B. Provide final concept design drawing of the fixture lens/cover.

C. Luminaires:

1. Meet requirements described in Table 26 55 00A - Luminaire Data.

2. Type letters refer to luminaire symbol letters shown on electrical drawings.

3. Furnish luminaires complete with lamps, ballasts, fuse holders, fuses, luminaire wire, and accessories as specified in Table 26 55 00A - Luminaire Data.

Table 26 55 00A - Luminaire Data

Luminaire type

Approx.

No.

luminaires

No. of lamps per luminaire

Description of lamp

General

Description

A

30 (one engine)

LED

1. Roadway

2. Luminaire: Sternberg Lighting

1914LEDF A ML CSA4 RLM431

OWG PEC2-E HS-H or equivalent with the following characteristics:

A. -40°C to 50°C operating temperature.

B. Multi-voltage ballast (120- 277 volt).

C. UL and damp location listed.

B

30 (one engine)

LED

1. Area

2. Luminaire: Gotham Architectural Downlighting EVO SQ 35/18 6AR LD 277 NEPP or equivalent with the following characteristics:

A. -30°C to 40°C operating temperature.

B. Adjustable frame for alignment after installation.

Pavement Grinding 32 01 26-1

SECTION 32 01 26

PAVEMENT GRINDING

DELETED

32 05 19-1

SECTION 32 05 19

GEOTEXTILE

DELETED

32 12 36-1

SECTION 32 12 36

SEAL COAT

PART 1 GENERAL

1.01 DESCRIPTION

A. This work shall be as described in Montana State Department of Transportation

"Standard Specifications for Road and Bridge Construction", 2006, Section 409 – SEAL COAT, at the locations shown on the drawings. Except no 2000 foot test section is required.

B. The following shall apply to the Montana State Department of Transportation "Standard

Specifications for Road and Bridge Construction", 2006.

1. All references to "Project Manager" shall be construed to mean Contracting Officer’s Representative (COR).

2. All references to "Project Manager" or “Construction Bureau staff” shall be construed to mean those U.S. Government personnel specifically assigned to perform inspection duties associated with this contract.

3. Make all submittals required under the MDOT specifications to the Contracting Officer’s Representative unless otherwise required by these specifications.

4. All approvals shall be made by the Contracting Officer’s Representative unless otherwise required.

5. References to the "Department" shall be construed to mean the U.S. Government, except the U.S. Government shall not provide services or other valuable consideration except by the written provisions of these specifications.

C. Parking shall be constructed to be in full compliance with the most stringent standards outlined in the ADA/ABA AG - ABAAS Section 401 - Accessible Route, Section

403.5.3 - Passing Spaces, Section 405 - Ramps, and Section 502 - Parking Spaces.

1.02 PAYMENT

A. Furnishing and applying seal coat:

1. Payment: Include in lump sum price offered in the schedule:

a. Includes bituminous material, cover aggregate, surface preparation, warranty, blotter material and all other items required by this section and section 409 of the MDOT.

1.03 REFERENCE STANDARDS

Hungry Horse Project, Montana

32 31 13-1

SECTION 32 31 13

CHAIN LINK FENCE

PART 1 GENERAL

1.01 REQUIREMENTS

A. Provide all labor, equipment, and material to furnish and install a 4-foot high fence, as specified and as shown on the drawings.

1.02 PAYMENT

A. Furnishing and Installing Chain Link Fence:

1. Payment: Include in lump sum price offered in the schedule:

a. Estimated length of chain link fencing is 650 linear feet.

1.03 REFERENCES

A. ASTM International (ASTM)

1. ASTM A 392-11a Zinc-Coated Steel Chain-Link Fence Fabric

2. ASTM A 824-01(2012) Metallic-Coated Steel Marcelled Tension Wire for

Use With Chain Link Fence

3. ASTM C 33/C 33M-13 Concrete Aggregates

4. ASTM C 94/C 94M-14b Ready-Mixed Concrete

5. ASTM C 150/C150M-12 Portland Cement

6. ASTM F 567-14a Installation of Chain-Link Fence

7. ASTM F 626-14 Fence Fittings

B. Chain Link Fence Manufacturers Institute (CLFMI)

1. CLFMI 2445 Product Manual

1.04 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals:

1. RSN 32 31 13-1, Certifications:

a. Manufacturers' certification that fence materials, fittings, and accessories meet specified requirements.

b. Include manufacturers' names and product designations and specified product standards in the certification.

PART 2 PRODUCTS

Amendment No. 006

(Revised) 52 00 00 - 2

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

Table 52 00 00A - List of Drawings

Sheet No.

Drawing No. Title

General:

1 447-100-380 Location Map

2 447-100-381 Project Site Plan

3 447-100-382 Visitors Overlook - Parking Plan and Details (Revised 7-6- 2015)

4 447-100-383 Visitors Overlook - Accessible Parking - Sections and Details (Revised 7-6-2015)

5 447-100-384 Visitors Overlook - Walkway Plan and Profile (Revised 7-10- 2015)

6 447-100-385 Visitors Overlook - Plans, Sections, and Details

7 447-100-386 Visitors Overlook - Shelter Repair - Plans, Section and Detail

8 447-100-387 Visitors Overlook - Shelter Repair - Plan and Details

9 447-100-388 Visitors Overlook - Shelter Repair - Section

10 447-100-389 Visitors Overlook - Shelter Repair - Details

11 447-100-390 Visitors Overlook - Shelter Repair - Sections

12 447-100-391 Visitors Overlook - Flashing End Joint and Nailing - Details

13 447-D-2093 Tour Center - Visitors Building and View Point Shelter - Lighting Installation

447-100-392 Main Visitors Center - Site Plan, Section and Detail

(Revised 7-10-2015)

447-100-393 Main Visitors Center - Accessible Parking - Plan and

Section (Revised 6-16-2015)

447-100-394 Main Visitors Center - Accessible Parking -

Sections(Revised 6-16-2015)

Amendment No. 006

(Revised) 52 00 00 - 3

Table 52 00 00A - List of Drawings

Sheet No.

Drawing No. Title

447-100-395 Main Visitors Center - Viewing Window - Plan and

Sections

447-100-396 Main Visitors Center - Drain and Grating - Plan, Sections and Details(Revised 6-16-2015)

19 447-100-397 Spillway Area Viewing Window - Plan

20 447-100-398 Spillway Area Viewing Window - Plan and Sections

21 447-100-399 South Parking Area - Site Plan (Revised 7-6-2015)

447-100-400 South Parking Area - Asphalt Repair - Plan (Revised 7-10-

2015)

447-100-401 Top of Dam and South Parking Area - Paint Striping - Plans, Section, and Details (Revised 7-10-2015)

447-100-402 South Parking Area - Grading - Pan and Detail (Revised 7-

10-2015)

447-100-403 South Parking Area - Accessible Parking, Overlook, and

Picnic Area – Plan (Revised 7-10-2015)

447-100-411 South Parking Area – Visitors Information Sign – Plan and

Sections

447-100-406 South Parking Area - Light Pole Base, Accessible Parking

Pad, Conduit Trench, Walkway, Curb and Gutter – Sections (Revised 7-10-2015)

447-100-407 South Parking Area - Oil Spill Control Tank - Plan, Sections, and Details (Revised 7-10-2015)

For Information Only:

29 447-105-1775 Hungry Horse Dam - Access Road to Spillway Crest Structure

- Electrical Installation - Embedded Conduit and Ground Cable

30 447-D-1929 Hungry Horse Dam - Roadway Parapets, Blocks 2, 3, 4 and 25, 26, 27

31 447-D-2015 Hungry Horse Dam - Left and Right Abutments - Roadways, Parking Areas, Spillway - Lighting Installation

J-1 (revised)

PART III LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

SECTION J LIST OF ATTACHMENTS

1. Department of Labor General Wage Decision Number MT150071, Dated July 17, 2015 (Pages 1 thru 6)

2. Subcontracting Worksheet

3. Bid Bond

4. Drawings

L-1 (revised)

SECTION L INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS OR

RESPONDENTS

L.1. 52.204-16 COMMERCIAL AND GOVERNMENT ENTITY CODE REPORTING (JUL

2015)

(a) Definition. As used in this provision –

“Commercial and Government Entity (CAGE) code” means – fier assigned to entities located in the United States or its outlying areas by the Defense Logistics Agency (DLA) Contractor and Government Entity (CAGE) Branch to identify a commercial or Government entity; or

(2) An identifier assigned by a member of the North Atlantic Treaty Organization (NATO) or by the NATO Support Agency (NSPA) to entities located outside the United States and its outlying areas that the DLA Contractor and Government Entity (CAGE) Branch records and maintains in the CAGE master file. This type of code is known as an NCAGE code.

(b) The Offeror shall enter its CAGE code in its offer with its name and address or otherwise include it prominently in its proposal. The CAGE code entered must be for that name and address. Enter “CAGE” before the number. The CAGE code is required prior to award.

(c) CAGE codes may be obtained via–

(1) Registration in the System for Award Management (SAM) at www.sam.gov. If the Offeror is located in the United States or its outlying areas and does not already have a CAGE code assigned, the DLA Contractor and Government Entity (CAGE) Branch will assign a CAGE code as a part of the SAM registration process. SAM registrants located outside the United States and its outlying areas shall obtain a NCAGE code prior to registration in SAM (see paragraph (c)(3) of this provision).

(2) The DLA Contractor and Government Entity (CAGE) Branch. If registration in SAM is not required for the subject procurement, and the offeror does not otherwise register in SAM, an offeror located in the United States or its outlying areas may request that a CAGE code be assigned by submitting a request at http://www.dlis.dla.mil/cage_welcome.asp.

(3) The appropriate country codification bureau. Entities located outside the United States and its outlying areas may obtain an NCAGE code by contacting the Codification Bureau in the foreign entity’s country if that country is a member of NATO or a sponsored nation. NCAGE codes may be obtained from the NSPA if the foreign entity's country is not a member of NATO or a sponsored nation.

Points of contact for codification bureaus and NSPA, as well as additional information on obtaining NCAGE codes, are available at http://www.dlis.dla.mil/nato/ObtainCAGE.asp.

http://www.dlis.dla.mil/cage_welcome.asp http://www.dlis.dla.mil/nato/ObtainCAGE.asp

L-2 (revised)

(d) Additional guidance for establishing and maintaining CAGE codes is available at http://www.dlis.dla.mil/cage_welcome.asp.

(e) When a CAGE Code is required for the immediate owner and/or the highest-level owner by 52.204-17 or 52.212-3(p), the Offeror shall obtain the respective CAGE Code from that entity to supply the CAGE Code to the Government.

(f) Do not delay submission of the offer pending receipt of a CAGE code.

L.2. 52.204-18 COMMERCIAL AND GOVERNMENT ENTITY CODE MAINTENANCE

(JUL 2015)

(a) Definition. As used in this clause–

“Commercial and Government Entity (CAGE) code” means–

(1) An identifier assigned to entities located in the United States or its outlying areas by the Defense Logistics Agency (DLA) Contractor and Government Entity (CAGE) Branch to identify a commercial or government entity, or

(2) An identifier assigned by a member of the North Atlantic Treaty Organization (NATO) or by the NATO Support Agency (NSPA) to entities located outside the United States and its outlying areas that the DLA Contractor and Government Entity (CAGE) Branch records and maintains in the CAGE master file. This type of code is known as an NCAGE code.

(b) Contractors shall ensure that the CAGE code is maintained throughout the life of the contract.

For contractors registered in the System for Award Management (SAM), the DLA Contractor and Government Entity (CAGE) Branch shall only modify data received from SAM in the CAGE master file if the contractor initiates those changes via update of its SAM registration. Contractors undergoing a novation or change-of-name agreement shall notify the contracting officer in accordance with subpart

42.12. The contractor shall communicate any change to the CAGE code to the contracting officer within 30 days after the change, so that a modification can be issued to update the CAGE code on the contract.

(c) Contractors located in the United States or its outlying areas that are not registered in SAM shall submit written change requests to the DLA Contractor and Government Entity (CAGE) Branch.

Requests for changes shall be provided on a DD Form 2051, Request for Assignment of a Commercial and Government Entity (CAGE) Code, to the address shown on the back of the DD Form 2051. Change requests to the CAGE master file are accepted from the entity identified by the code.

(d) Contractors located outside the United States and its outlying areas that are not registered in SAM shall contact the appropriate National Codification Bureau or NSPA to request CAGE changes.

Points of contact for National Codification Bureaus and NSPA, as well as additional information on obtaining NCAGE codes, are available at http://www.dlis.dla.mil/nato/ObtainCAGE.asp.

http://www.dlis.dla.mil/cage_welcome.asp http://www.dlis.dla.mil/nato/ObtainCAGE.asp

General Decision Number: MT150071 07/17/2015 MT71

Superseded General Decision Number: MT20140071

State: Montana

Construction Type: Heavy

County: Flathead County in Montana.

HEAVY CONSTRUCTION PROJECTS

Note: Executive Order (EO) 13658 establishes an hourly minimum wage of $10.10 for 2015 that applies to all contracts subject to the Davis-Bacon Act for which the solicitation is 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 $10.10 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/02/2015 1 04/24/2015 2 07/17/2015

* ELEC0768-010 06/01/2015

Rates Fringes

ELECTRICIAN......................$ 28.53 12.57

ENGI0400-009 05/01/2013

Rates Fringes

POWER EQUIPMENT OPERATOR:

(Zone 1)

(1) A-frame truck Crane, oiler (except crane).......$ 23.47 10.40

(2) Crane Oiler,Bulldozer, Roller (Dirt and Grade

7/23/2015http://www.wdol.gov/wdol/scafiles/davisbacon/MT71.dvb?v=2

Compaction).................$ 23.94 10.40

(3) Mechanic, Scraper.......$ 24.34 10.40

(4) Cranes, 25 tons - 44 tons........................$ 27.00 11.40

(5) Cranes, 45 tons to and incl. 74 tons...............$ 28.00 11.40

(6) Cranes, 75 tons to and incl. 149 tons; Cranes, Whirley (All)...............$ 29.00 11.40

(7) Cranes, 150 tons to including 250 tons (add $1.00 for every 100 tons over 250 tons); Crane, Stiff- Leg or

Derrick; Helicopter Hoist; Crane, Tower (all)...$ 30.00 11.40

ZONE DEFINITIONS FOR POWER EQUPMENT OPERATORS:

The zone hourly rates applicable to each project shall be determined by measuring the road miles over the…