R15PS00313_Amendment_No._004.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

07/08/2015000004

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. 004 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 004

A. The time and date for bid opening REMAINS 2:00 p.m., local time, July 23, 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 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 00-4 thru 01 11 00-7 01 11 00-4 thru 01 11 00-7 07 54 23-1 07 54 23-1 07 54 23-3 and 07 54 23-4 07 54 23-3 and 07 54 23-4 52 00 00-2 thru 52 00 00-4 52 00 00-2 thru 52 00 00-4 None 52 00 00-5

Drawings:

Remove Pages Insert Revised Pages Sheet 3 (447-100-382) Sheet 3 (447-100-382) Sheet 4 (447-100-383) Sheet 4 (447-100-383) Sheet 21 (447-100-399) Sheet 21 (447-100-399) Sheet 22 (447-100-400) Sheet 22 (447-100-400) Sheet 24 (447-100-402) Sheet 24 (447-100-402) Sheet 27 (447-100-406) Sheet 27 (447-100-406)

Attachments

Solicitation No. R15PS00313

Amendment No. 004

(Revised)

01 11 00 - 4

1) Saw cutting, removing, and disposing of existing 5” concrete slab with reinforced wire fabric.

2) Furnish and replace with reinforced concrete pad. New pad to meet ADA-ABAAG slope standards and joints between new and existing concrete walkways and pad shall be less than ¼” in height and less than ½” in width.

f. Saw cutting parapet wall in back of Main Visitor’s Center and installing viewing window to be accessible to all visitors. Work includes:

1) Saw cutting, removing, and disposing of portions of existing concrete parapet wall.

2) Furnishing and installing aluminum glass panel railing with clear tempered glass.

g. Improvements to parking area on the west side of the Main Visitor’s Center which includes:

1) Saw cutting concrete for catch basin, furnishing and installing drain grating.

h. Saw cutting parapet wall in front of spillway and installing viewing window to be accessible to all visitors, and saw cutting concrete walkway in front of parapet and constructing viewing area overlooking spillway to be accessible to all visitors Work includes:

1) Saw cutting, removing, and disposing of portions of existing concrete parapet wall.

2) Furnishing and installing aluminum glass panel railing with clear tempered glass.

3) Saw cutting, removing, and disposing of portions of existing walkway.

4) Excavating and placing concrete view pad.

5) Furnishing and installing handrails around viewing pad.

j. Remove and replace soffit lighting on outside of Visitor’s Center.

3. Top of Dam:

a. Furnishing and installing pavement markings on roadway crossing the dam.

4. South Parking and Reservoir Overlook Area:

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) New 1 ½-inch HMA overlay.

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.

01 11 00 - 6

5. Removing and replacing all street lighting in all parking areas.

6. Installing No Parking signs.

1.03 SPECIFICATIONS REQUIREMENTS

A. Requirements in Division 1, General Requirements, apply to Divisions 2 through 52.

B. Imperative statements in these specifications are Contractor requirements, unless otherwise stated.

C. Where specifications are written in streamlined form, the words “shall be” are included by inference where a colon (:) is used within the sentence or phrase.

1.04 DEFINITIONS

A. When the specifications use a word or term defined in the Federal Acquisition Regulations (FAR), the definition of the word or term shall be in accordance with FAR sections in effect at the time the solicitation was issued.

B. Quality Assurance: Inspection and tests performed by Government to ensure compliance with the terms of the contract.

C. Quality Control: Activities performed by Contractor to ensure work conforms to contract requirements.

D. Contractor Quality Testing: Specified tests to be performed by the Contractor.

1. The Government may use the test results for Quality Assurance.

2. The Contractor may use the test results as part of Contractor quality control.

a. The Government anticipates that these tests will be part of the Contractor’s quality control program; however the tests do not relieve the Contractor of providing adequate quality control measures in accordance with the clause at FAR 52.246-12, “Inspection of Construction.”

1.05 ACRONYMS

A. The following acronyms apply to specifications Divisions 1 through 52:

1. CO: Contracting Officer

2. COR: Contracting Officer’s Representative

3. CM: Contract Modification

PART 2 PRODUCTS

Not Used

01 11 00 - 7

PART 3 EXECUTION

END OF SECTION

07 54 23 - 1

SECTION 07 54 23

FULLY-ADHERED TPO ROOF SYSTEM

PART 1 GENERAL

1.01 REQUIREMENT

A. Provide all labor, equipment, and material to furnish and install Thermoplastic Polyolefin (TPO) roofing including insulation at the visitor center overlook shelter, information sign cover, overlook, and South Parking Lot information sign cover, as specified and as shown on the drawings.

B. Work includes:

1. Installing of tapered roof insulation all fastened or fully adhered to the metal roof deck of the Visitor center overlook shelter as shown on the drawings. Install an air barrier over the metal roof deck if the roofing manufacturer requires an air barrier for a 30 year warranty due to the open canopy.

2. Installing a fully adhered cover board over the insulation.

3. Installing new fully-adhered 80 mil reinforced or a 135-mil fleece-backed TPO thermoplastic polyolefin single ply system utilizing heat-welded seams and prefabricated flashing accessories. TPO-coated sheet metal flashings where shown on the drawings.

1.02 PAYMENT

A. Furnishing and Installing Roof Insulation and TPO Membrane Roofing Materials at the Visitor Center Overlook Shelter, and Overlook:

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

a. Includes warranty, all labor, materials, and construction equipment necessary to complete the work including furnishing and installing insulation, TPO membrane roofing, cover board, flashing and roof specialties and accessories, as specified and as shown on the drawings.

1.03 REFERENCE STANDARDS

A. ASTM International (ASTM)

1. ASTM A 653/A 653M-13 Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

2. ASTM C 1289-14a Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board

3. ASTM D 751-06(2011) Standard Test Methods for Coated Fabrics

07 54 23 - 3

8. RSN 07 54 23-8, On-Site CQC Plan:

a. In accordance with Section 01 43 20 - Contractor Quality Control for Materials Used in the Work.

9. RSN 07 54 23-9, On-Site CQC Reports and Off-Site Inspection and Test Reports.

a. In accordance with Section 01 43 20 - Contractor Quality Control for Materials Used in the Work.

10. RSN 07 54 23-10: Closeout Submittals:

a. Warranty.

1.05 QUALITY ASSURANCE

A. Installer:

1. Trained and approved by roofing manufacturer.

2. Experience: 3 years, minimum, in the installation of similar roofing and flashing.

B. Materials used in roofing system, shall be furnished or approved by the manufacturer whose roofing system is selected by the Contractor for use.

C. Roofing manufacturer's inspection as required to meet the conditions of the guarantee.

1.06 SPECIAL GUARANTEE

A. Product: Furnish manufacturer’s extended guarantee or warranty, with Government named as beneficiary, in writing, as special guarantee. Special guarantee shall provide for correction or removal and replacement of roofing membrane, flashing, insulation, cover board, fasteners, adhesives, sealants, and accessories found defective during a period of 30 years after the date of substantial completion, with no dollar limit. Duties and obligations for correction or removal and replacement of defective work shall be as specified in subparagraph B. below. The roofing manufacturer which provides the guarantee shall be a company which has been in business at least 5 years. The roof guarantee shall have an 80 or 90 mile per hour wind rating.

B. Coverage and conditions:

1. Costs for repairs required to maintain all components of the roofing system, TPO membrane, insulation, flashing, cover board, fasteners, adhesives, sealants, in watertight condition.

2. Defects due to faulty materials or workmanship during application.

3. The guarantee shall include all areas of the roof shown on the drawings.

4. The roof guarantee shall have an 80 or 90 mile per hour wind rating.

5. The roof guarantee shall have a 1.5-inch or 2-inch hail rating or a moderate or severe hail rating when tested in accordance with FM 4470.

6. The requirements for a 30 year no dollar limit warranty must be shown on the roofing manufacturer's website. A 30 year warranty is required. The 30 year warranty must cover both labor and materials and all other items listed in the special guarantee. If a roofing company has 12 month warranty anywhere on their

07 54 23 - 4 website for their TPO single ply roof system it will not be approved. The requirements for a 30 year warranty with a Carlisle FleeceBACK TPO Sure-Weld roof are shown at the following URL address:

https://www.carlislesyntec.com/view.aspx?mode=media&contentID=2153The requirements for a 30 year warranty with a Carlisle TPO Sure-Weld roof are shown at the following URL address:

https://www.carlislesyntec.com/view.aspx?mode=media&contentID=2162 The requirements for a 30 year warranty and a Johns-Manville TPO roof are shown at the following URL address:

http://www.jm.com/content/dam/jm/global/en/commercial-roofing/Guarantees- Warranties/RS-7377_JMPA-Information.pdf The requirements for a 30 year warranty and a GAF TPO roof are at the following URL address:

http://www.gaf.com/Commercial_Roofing_Systems/EverGuard_TPO/EverGuard_ Mini_Manual_Adhered_Roofing_Systems.pdf

1.07 JOB CONDITIONS, CAUTIONS, AND WARNINGS

A. All field splices should be shingled to prevent backing up of water.

B. When loading materials onto the roof, the authorized roofing applicator must prevent overloading and possible disturbance to the building structure.

C. Proceed with roofing work only when weather conditions are in compliance with the manufacturer's recommended limitations, and when conditions will permit the work to proceed in accordance with the manufacturer's requirements and recommendations.

D. Proceed with work so new roofing materials are not subject to construction traffic. When necessary, new roof sections shall be protected and inspected upon completion for possible damage.

E. The surface on which the insulation is to be applied shall be dry, and free of projections or contaminants that would prevent proper application of or be incompatible with the new insulation, such as fins, sharp edges, loose and foreign materials, oil, and grease.

F. New roofing shall be complete and weather tight at the end of the work day.

G. Contaminants such as grease, fats, and oils shall not be allowed to come in direct contact with the roofing membrane.

H. The Contractor shall check all areas of the roofs to confirm that they are sloped as shown on the drawings. Add tapered insulation, crickets, or saddles as needed to prevent ponding at any locations.

1.08 DELIVERY, STORAGE & HANDLING

A. Deliver all materials to the jobsite in their original, tightly sealed containers or unopened packages.

Amendment No. 004

(Revised) 52 00 00 - 2

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

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 6-16- 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

6-16-2015)

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) cgouker Line

Amendment No. 004

(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 7-6-

2015)

447-100-401 Top of Dam and South Parking Area - Paint Striping - Plans, Section, and Details

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

6-2015)

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

Picnic Area - Plan

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 7-6-2015)

447-100-407 South Parking Area - Oil Spill Control Tank - Plan, Sections, and Details

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

Amendment No. 004

(Revised) 52 00 00 - 4

Table 52 00 00A - List of Drawings

Sheet No.

Drawing No. Title

32 447-D-2041 Hungry Horse Dam - Left Abutment Parking Area - Protective Wall

33 447-D-2077 Tour Center - General Plan

34 447-D-2078 Tour Center - Visitors Building - Plot Plan

35 447-D-2084 Tour Center - View Point Shelter - Plot Plan, Outline, and Reinforcement

36 447-D-2092 Tour Center - View Point Shelter - Visitors Building - Steel Framing and Roof Drain Piping - Plans, Elevations, Sections

37 447-D-1406 Hungry Horse Dam – Single Line Diagram

38 447-D-1783 Hungry Horse Dam – Roadway and Parapets Block 2 and Block 3 - Plan and Section

39 446-D-1950 Hungry Horse Dam – Panelboards, LEAY, LEBC, LGAK, & LGAN - Details

40 447-D-1993 Hungry Horse Dam – Panelboards, PGW and PEAE – 460-volt Power Wiring Diagram

41 447-D-1994 Hungry Horse Dam – Lighting Installation - Panelboards LGAK & LGAN – Wiring Diagrams

42 447-D-1995 Hungry Horse Dam – Lighting Installation - Panelboards LEBC

– Wiring Diagrams

43 447-D-1996 Hungry Horse Dam – Lighting Installation - Panelboards LEAY – Wiring Diagrams

Standard Drawings:

44 104-D-250 Electrical Standards

45 40-D-6263 General Notes and Minimum Requirements for Detailing Reinforcement

46 40-D-6268 Standard Design - School and Urban Safety Fencing

47 40-D-6551 Pressure Pipe Trench Installation

48 40-D-6591 Standard Design - Miscellaneous Metalwork - Side Mounted Pipe Guardrails

49 40-D-7016 Chain Link Fencing - Chain Link Fencing Requirements - Soil Installation

Amendment No. 004

(Revised) 52 00 00 - 5

Table 52 00 00A - List of Drawings

Sheet No.

Drawing No. Title

50 40-D-7017 Chain Link Fencing - Chain Link Fencing Requirements - Concrete Installation

END OF SECTION

LAR M TA IOCE N