Amendment_A001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

N/A

PAGE

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

A001 11/07/19 N/A See Block 10

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

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X

69056719B000017

9B. DATED (SEE ITEM 11)

10/23/2019

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers (__ ) is extended, ( x ) is not extended.

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 Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

N/A

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

N/A

D OTHER (Specify type of modification and authority) N/A

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

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

MT NPS GLAC 14(4), Rehabilitate Many Glacier Road & MT Glacier 14(1), Many Glacier Road

See page 2

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

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

N/A

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

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A001, dated 11/07/19 MT NPS GLAC 14(4) & MT Glacier 14(1) Solicitation No. 69056719B000017 Rehabilitate Many Glacier Road & Many Glacier Road

REVISIONS ARE AS FOLLOWS:

SPECIAL CONTRACT REQUIREMENTS

Page E-9, Subsection 104.05 Load Restrictions.

Deletes paragraph (2) under Subsection (a) Sizes.

Page E-31, Subsection 108.01 Commencement, Prosecution, and Completion of Work.

Revises paragraph (g).

Page E-59, Subsection 156.04 Accommodating Traffic During Work.

Revises paragraph (c).

Pages F-69, Subsection 636.01. Revises description of work.

Pages F-70, Subsection 636.11B System Installation, Electrical and Telephone.

Revises requirements.

Pages G-6 through G-7, Section 713.–ROADSIDE IMPROVEMENT MATERIAL.

Adds Subsection 713.01(a)(2) pH requirements for furnished topsoil.

PLANS

Plan Sheet H.3 Revises treatment requirements for Douglas Fir timber.

ENCLOSURES

Pages:

E-9 E-31 E-59 F-69 through F-70 G-6 through G-7

Plan Sheets:

H.3

E-9 DIVISION 100

Special Contract Requirements Project: MT NPS GLAC 14(4), Rehabilitate Many Glacier Road, MT GLACIER 14(1), Many Glacier Road

104.05 Load Restrictions. Add the following:

Comply with Glacier Park vehicle weight and size restrictions on the Many Glacier Road as follows:

(a) Sizes.

(1) Comply with Montana State Department of Transportation (DOT) Regulations.

(2) Vehicles and equipment are restricted to 8 feet in width, including mirrors or loads; and 21 feet in length, including bumpers or loads, along the Many Glacier Road. Over-width (greater than 8 feet) and/or over-length (greater than 21 feet) vehicles, equipment, and loads will need to be accompanied by an escort car in front and will have to obtain a Park travel permit, except during specified fall and spring closures or during night time closures. Over-width and/or over-length vehicles will not be allowed during high traffic periods. Coordinate at least 7 days in advance with the CO to obtain a Park travel permit.

(3) Restrict load heights to 12 feet maximum when traveling through the Many Glacier Hotel Loop road. Field verify Horse Overpass vertical clearance prior to accessing the site for construction. Coordinate with the CO to obtain Park oversize vehicle permit.

(b) Loads.

(1) Access to the project site will involve using three existing bridges. Comply with the bridge inspection report and load ratings located in the physical data (1430-031P3500, 1430-030P117, and 1430-029P389).

(2) Submit overload and oversize permits for non-legal loads transported within the park boundary to the CO utilizing the FLH Bridge Oversized or overload vehicle permit request form. The Government will make the form available under FAR Clause 52.236-4 – Physical Data. Allow 14 days for review of the permit application.

Revised by Amendment A001

E-31 DIVISION 100

Project: MT NPS GLAC 14(4), Rehabilitate Many Glacier Road, MT GLACIER 14(1), Many Glacier Road

Section 108. — PROSECUTION AND PROGRESS

08/01/19– FP-14

108.01 Commencement, Prosecution, and Completion of Work. Add the following:

Furnish at least a 48-hour advanced notice before changing the current work schedule. Work schedule changes that include additional shifts require a 14-day advanced notice.

Perform work under this contract according to the following:

(a) Do not perform construction operations between 6:00 p.m. Friday and 6:00 a.m. the Tuesday following the Memorial Day and Labor Day weekends. Additionally, do not perform construction operations between 6:00 p.m. July 2nd and 6:00 a.m. July 6th, 2020 or 6:00 p.m.

July 2nd and 6:00 a.m. July 6th, 2021.

(b) Limit work as provided in Sections 105, 107, 156, and 157.

(c) Perform in-water work at Station 716+46 between March 1st and June 15th of any given year, unless otherwise directed by the CO.

(d) Pursuant to FAR Clause 52.236-5, remove from the project any driver who receives two traffic citations while driving within the project. Additionally, limit all vehicles with a GVW of 20,000 lbs or more to 10 mph less than the posted speed limit within Glacier National Park between sunset and sunrise.

(e) Suspend work for the winter within Glacier National Park between December 16th and March 31st of any year. At the discretion of the CO, the spring startup date may be delayed within Glacier National Park past April 1st and work may be suspended prior to December 16th due to inclement weather and road conditions.

(f) Limit all Many Glacier Hotel loop road, parking lot, and horse/pedestrian bridge; and Entrance Station construction work to September 21st, 2020 at 7:00 a.m. to May 28th, 2021 at 5:00 p.m.

(g) Do not perform culvert replacement work under the Base Schedule (66+65 to 329+80) or Option X (520+00 to 772+83) from the third Monday in May to third Monday in September in any construction year, except for the work listed under Subsection 108.01(c).

(h) Do not restrict access to the 68+00, 78+00, and 130+00 turnouts at the same time. Complete work, as approved by the CO, at each location prior to restricting access at another.

(i) Perform all work for Option X within existing Glacier National Park Highway Easement as shown in the plans.

E-59 DIVISION 150

Project: MT NPS GLAC 14(4), Rehabilitate Many Glacier Road, MT GLACIER 14(1), Many Glacier Road

Section 156. — PUBLIC TRAFFIC

08/01/19– FP14

Construction Requirements

156.04 Accommodating Traffic During Work. Add the following:

Accommodate public traffic as follows:

Partial closure of Many Glacier Road will be allowed within Glacier National Park with the following restrictions:

(a) From April 1st to the third Monday in May, the road may be closed to public traffic. Provide access for Glacier National Park administrative traffic and National Park Service concessionaire’s traffic through the project daily starting at 8:00 a.m., 12:00 p.m., and 5:00 p.m. Allow traffic to pass through the project for 30 minutes from each start time listed above.

(b) From the third Monday in September to winter shutdown, the road may be closed to public traffic. Provide access for Glacier National Park administrative traffic and National Park Service concessionaire’s traffic through the project daily starting at 8:00 a.m., 12:00 p.m., and 5:00 p.m. Allow traffic to pass through the project for 30 minutes from each start time listed above.

(c) From September 21st, 2020 at 7:00 a.m. to May 28th, 2021 at 5 p.m., the road at the Many Glacier Hotel turnoff, across Swiftcurrent bridge, the loop road around Many Glacier Hotel and the Many Glacier Hotel upper parking lot may be closed to public traffic. Provide access for Glacier National Park administrative traffic and National Park Service concessionaire’s traffic to the lower access road that passes in front back (lakeside) of the Many Glacier Hotel.

(d) Outside the periods listed above, accommodate traffic according to Subsection 156.07.

(e) Allow emergency traffic through the project without delay at all times.

(f) Arrange traffic stops at low hazard locations. Consult with the CO prior to traffic control setup to determine traffic stop locations.

(g) Provide access to existing driveway approaches and residences at all times within the project limits. Coordinate access with the residents and provide written details to the CO.

156.06 Maintaining Roadways During Non-Work Periods. Add the following:

Coordinate snow removal operations at the Many Glacier Hotel with Glacier National Park and the CO to prevent damage to Park infrastructure.

Remove equipment, stockpiled materials, and other hazards from the road, turnouts, and parking areas within the project limits before the winter shutdown unless otherwise approved by the CO.

F-69 DIVISION 600

Project: MT NPS GLAC 14(4), Rehabilitate Many Glacier Road, MT GLACIER 14(1), Many Glacier Road

Section 636. — TRAFFIC SIGNAL, TRAFFIC COUNTER, LIGHTING, AND ELECTRICAL SYSTEMS

08/01/45–FP14

Description

636.01 Add the following:

This work also consists of furnishing and installing lighted bollards.

This work also consists of placing temporary communications and power lines outside the construction limits prescribed work areas shown on the plans to maintain service during construction.

Material

636.02 Add the following:

Bollard 716.01 Bollard lights 721.02(f)(3) Concrete 601 Hardware 717.01(d) Paint 563 Structural metal 717

Description

636.11A Bollards. (Added Subsection).

Submit bollard installation plan including conduit, wiring, and connections to the existing lighting system according to Subsection 104.03.

Fabricate the base plates to the dimensions shown on the plans. Comply with AWS D1.1 for welding procedure specifications, tolerances, appearance, and quality of welds and for methods used in correcting welding work. Grind or fill exposed fillet welds to smooth profile. Paint base plates according to Section 563 after fabrication.

Furnish bollards matching the plan dimensions created from a single piece of wood. Paint bollards according to Section 563 after fabrication.

Excavate and backfill according to Section 209. Construct foundations according to Section 601.

Paint all exposed hardware after bollards are installed on foundations according to Section 563.

F-70 DIVISION 600

Project: MT NPS GLAC 14(4), Rehabilitate Many Glacier Road, MT GLACIER 14(1), Many Glacier Road

Install conduit and wiring according to applicable codes and light manufacturer’s recommendations. Connect new bollards to existing lighting system at a location approved by the

CO.

636.11B System Installation, Electrical and Telephone. (Added Subsection).

Temporary electrical and telephone service is required during the reconstruction of the Entrance Station at 280+00. Maintain communication and power services for the Lake Sherburne Entrance Cabin (Approximate GPS Coordinates 48°49’21.33” N, 113°34’45.04” W), and for all Park facilities West of the Entrance station (Many Glacier Hotel complex, Swiftcurrent Motor Inn Complex, and Many Glacier Rangers office complex).

Communication and Power services suspensions as approved by the CO, are only allowed for the Many Glacier Fee Collection building; and the two Park maintenance buildings along the southside of the road near the Many Glacier Fee Collection building.

Notify the CO and utility contacts according to Subsection 107.02A prior to beginning temporary utility system installation. Submit plans for the temporary and permanent electrical and telephone systems to the CO according to Subsection 104.03.

Install temporary electrical and telephone cables on the ground between the limits of permanent relocation shown on the plans as approved by the CO. Provide temporary cable matching the existing electrical and telephone cable. Encase all temporary cables in conduit to protect it from wildlife.

Ensure all systems served by the existing electrical and telephone systems are served by the temporary systems.

Install new conduits and utility boxes as shown on the plans and install new permanent electrical and telephone cables. Connect to the existing electrical and telephone systems at each end of the permanent relocation.

Notify the CO and utility contacts according to Subsection 107.02A to allow inspection of the permanent systems prior to disconnecting the temporary system.

Temporary materials may be salvaged and reused in the permanent systems, provided materials and installation methods used meet the requirements of applicable codes and ordinances.

636.13 Add the following:

Measure bollards by the each. Do not measure base plates, foundations, lights, conduit, or wiring associated with the bollard installations.

G-6 DIVISION 700

Project: MT NPS GLAC 14(4), Rehabilitate Many Glacier Road, MT GLACIER 14(1), Many Glacier Road

Section 713. — ROADSIDE IMPROVEMENT MATERIAL

08/01/14–FP14

713.01(a) Furnished Topsoil. Delete paragraph (2) and substitute the following:

(2) pH, AASHTO T 289 5.0 to 8.0

713.03 Fertilizer. Add the following:

(a) Fertilizer for turf establishment. Furnish fertilizer with the following minimum percentages of available nutrients:

Nutrient Quantity per slurry unit

Nitrogen 2.5 pounds

Phosphorus 7.5 pounds

Each ingredient is acceptable up to 5 percent over the minimum requirements.

Determine the available percent for each nutrient and the application rate for the total mix.

Supply this information with the certification.

713.04 Seed. Add the following:

Furnish a mixture consisting of the following kinds of seed with the corresponding percentages by weight of “live seed”:

Mountain bromegrass, Bromus carinatus 35%

Bluebunch wheatgrass, Pseudoroegneria spicata 25%

Western wheatgrass, Pascopyrum smithii 15%

Rough fescue, Festuca campestris 10%

Rubber rabbitbrush, Ericameria nauseosa 10%

Big sage, Artemisia tridentate 5%

Determine the amount of “live seed” in a container by the following formula:

Net weight of seed in container multiplied by the purity percentage multiplied by the germination percentage. (If seed is 85 percent pure and tests 90 percent germination, then a 100-pound (45.4 kilogram) container would contain 76.5 pounds (34.7 kilograms) of “live seed”.)

G-7 DIVISION 700

Project: MT NPS GLAC 14(4), Rehabilitate Many Glacier Road, MT GLACIER 14(1), Many Glacier Road

713.22 Seeding Rock. (Added Subsection).

Furnish particles or fragments of argillite. Conform to the following:

(a) Plasticity index, AASHTO T 90 NP (nonplastic)

(b) pH, AASHTO T 289 8.0 to 8.5

(c) Gradation Table 713-7

Table 713-7 Seeding Rock Gradation

Sieve Size Percent by Mass

Passing Designated Sieve

(AASHTO T 27 & AASHTO T 11)

3/8 inch 100

No. 4 90 – 100

No. 10 35 – 45

No. 40 2 – 10

No. 200 0.0 – 1.0

A C

T U

A L F I L E X

X X

X

D G

N

NO. DATE BY REVISIONS NO. DATE BY REVISIONS

r a il to r a il

O u t-to O u t)

(Roadway)(Shoulder) (Shoulder)

(Walkway)

(Clear span)

(Clear Span)

Existing Bridge Railing

C le a r a n c e

C le a r a n c e

Masonry Abutment (Typ) foundation

Existing masonry

"4 18'-0

9'-2"

10'-4"

12'-6"16'-0"12'-6"

41'-0"

N

ELEVATION

PLAN

TYPICAL SECTION

L of StructureCL railing

Existing bridge abutment (Typ.)

Stone masonry

Edge of pavement

GENERAL NOTES:

45'-0"

H.03

3SL/BAOS. LOFTUS

"4 39'-0

" x 24" Timber glulam beam4 glulam beam

" x 24" Timber 4

1/2" = 1'-0"

1/4" = 1'-0"

1/4" = 1'-0"

Structure Number: 1430-053T

As Shown RGXXXX-C

45'-0" (Timber beam length)

NORTH HORSE TRAIL BRIDGE

BRIDGE DETAILS

D e fa u lt c p w w o r k d

M A

N Y G

L A

C I E

R P

E

.D

G N

Timber runners * 4 - 3" x 11.5"

(Typ) *

Existing rail

3" x 11" Timber deck *

*Salvage and reuse component

ESTIMATE - BASE SCHEDULE

lighting system *

Under bridge

5.

4.

3.

2.

1.

(Typ.)

" max. gap2

Timber Material

" x 24" solid sawn timber beams with glulam beams. 2 1Replace existing 12 enlarge bearing seat openings only enough to fit new beams as shown.

Modify the stone masonry abutment seat to the minimal extent possible, hardware (plates, brackets, connections). Provide new fasteners as needed.

lighting system according to Section 203. Salvage and reuse existing

Salvage and reinstall existing deck, running planks, rails, and under bridge and fabrication.

Field verify existing conditions and dimensions prior to ordering materials on Federal Highway Projects, FP-14

Administration Standard Specifications for Construction of Roads and Bridges

Provide all materials and perform all work according to the Federal Highway

BAO

accordance with AWPA Specification M4.

Treat all field cuts and bores with 2% solution of copper naphthenate (CuN) in issues by the facility conducting treatment application.

per cubic foot conforming to use category UC3B. Certification of treatment is to be conforming to AWPA P8, P9, and P36 to a minimum net retention of 0.04 pounds gluing, with copper naphthenate (CuN) in Type C carrier (mineral spirits) prior to pressure treatments. Treat Douglas Fir (DF) glued-laminated material, after

Make all dimensional cuts and holes in Douglas Fir (DF) glued-laminated material conducting treatment application.

conformance to these best management practices is to be issued by the facility

Forest Products Lab, Madison, WI (Publications FPL-GTR-122). Certification of the Effect of Preservative Treated Wood in Sensitive Environments published by the

Sensitive Environments. Follow recommendations contained in Guide for Minimizing

Best Management Practices for the Use of Treated Wood in Aquatic and Other

Conform all preservative treating to the Western Wood Preservers Institute (WWPI)

Furnish preservative treatment conforming to AWPA specification T1-10 and U1-10.

per cubic foot conforming to UC3B.

Association (AWPA) P8, P9, and P36 to a minimum net retention of 0.04 pounds in Type C carrier (mineral spirits) conforming to American Wood Preservers

Treat Douglas fir preservative pressure treated with copper napthenate (CuN)

Provide 1" positive camber due to deadload.

Douglas Fir Glulam (24F-1.8E) the AASHTO LRFD Design Specifications and as specified below:

Furnish glulaminated timber with minimum resistance values in accordance with bridge lighting system.

(1) Includes replacing timber beams, salvage and reconstruction of bridge rail, deck, running planks and under solvent) or approaved equal in accordance with AWPA Specification M4.

Treat all field cuts and bores with Pentachlorophenol in heavy oil (Type A

- Pentachlorophenol in heavy oil (Type A solvent) or approved equal

- AWPA U1 (use catergory UC3B)

All timber and lumber members:

materials listed below.

Conform with the current AWPA specifications using the treatment

After fabrication, incise and pressure treat all timber members.

1 11/5/19 AF UPDATED PRESSURE TREATMENT NOTES

AMENDMENT NO. 1 1

P

M

N o v e m b e r

PROJECT TEAM LEADER BRIDGE DRAWING

of

DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DRAWING NO.

B. OLTMANN 3

MT NPS GLAC 14(4)

GLACIER COUNTY, MONTANA

GLACIER NATIONAL PARK

GLACIER 14(1)MT

NPS Drwg. No. GLAC 117 156501

SEPTEMBER 2019