Attach_1_-_GLAC311336_Final_Specifications_-_Stamped_1.pdf

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GLAC 311336 - Glacier Bridge Rehabilitation
Solicitation number
140P2022R0080
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This document provides specifications for a bridge rehabilitation project involving 13 bridges throughout Glacier National Park. The project will be conducted over two construction seasons, with defined work windows for each bridge. Rehabilitation work includes bridge deck repair and sealing, approach repair, timber pile replacement, sidewalk and curb replacement, steel rail painting, concrete repair, expansion joint cleaning, scour protection, and asphalt work. The contractor will be responsible for permit requirements, environmental protection, waste management, scheduling, coordination with the National Park Service, and all other standard construction operations. The contractor will also be permitted to camp in designated areas to support the work.

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Glacier National Park

Glacier National Park Bridge Rehabilitation

GLAC 311336

100% PROJECT SPECIFICATIONS

NATIONAL PARK SERVICE

January 28, 2022

GLAC 311336 TOC - 1

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS No. of Pages

01 11 00 Summary of Work

01 26 01 Contract Modification Procedures

01 27 00 Definition of Contract Line Items

01 31 00 Project Management and Coordination

01 32 16 Construction Schedule

01 32 33 Photographic Documentation

01 33 23 Submittal Procedures

01 35 13.22 Archeological Protection

01 35 23 Safety Requirements

01 40 00 Quality Requirements

01 50 00 Temporary Facilities and Controls

01 57 19.12 Noise and Acoustics Management

01 57 23 Under-An-Acre Pollution Prevention

01 67 00 Product Requirements

01 73 40 Execution

01 74 19 Construction Waste Management and Disposal

01 77 00 Closeout Procedures

DIVISION 02 – EXISTING CONDITIONS

02 41 19 Selective Demolition

DIVISION 03 – CONCRETE

03 09 00 Concrete

03 30 30 Structural Concrete Repair

DIVISION 04 – MASONRY

04 01 040.91 Stone Restoration

DIVISION 05 – METALS

05 50 00 Metal Fabrication

GLAC 311336 TOC - 2

DIVISION 06 – ROUGH CARPENTRY

06 10 00 Rough Carpentry

06 13 00 Heavy Timber Construction

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 18 40 Bridge Deck Sealing

DIVISION 09 – FINISHES

09 91 90 Painting

DIVISION 31 – EARTHWORK

31 10 00 Site Clearing

31 23 10 Excavation and Backfill

31 23 16 Topsoil

31 25 00 Erosion and Sediment Control

31 36 13 Gabion Basket

31 37 16 Riprap

31 37 17 Stacked Boulder Revetment

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 12 16 Asphalt Paving

DIVISION 34 – TRANSPORTATION

34 01 00 Maintenance of Traffic

GLAC - 311336 01 11 00 - 1

091015 SUMMARY OF WORK

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Work phases.

3. Contractor use of site.

4. Contractor camping within the park.

5. Conduct of Operations

6. Work restrictions.

7. Special construction requirements.

8. Protection of Parks and Public Lands.

9. Soils Investigation Report.

10. Additional Reports.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: The project work is located at three (3) separate locations within Glacier National

Park. The work occurring on the western half of the North Fork Bridge is located on US Forest

Service Land.

B. The Work consists of the following:

1. The Work includes rehabilitation and preservation of 13 existing bridges occurring in 2 phases. Each phase will occur in a separate construction season; 2022 and 2023. The following lists the primary rehabilitation and preservation items to be completed as described within the construction documents:

a. Bridge Deck Repair and Sealing

b. Bridge Approach Repair

c. Timber Pile Replacement and Preservation

d. Sidewalk Plank Replacement

e. Timber Bridge Curb Replacement

f. Steel Rail Painting

g. Concrete Repair

h. Expansion Joint, Bridge Deck, and Pile Cap Cleaning

i. Scour Protection and Erosion Repair (Gabion Basked and Riprap Placement)

j. Asphalt Milling and Replacement

k. Timber Backwall Repair

C. Project will be constructed under a single prime contract.

GLAC - 311336 01 11 00 - 2

1.3 WORK PHASES

A. The work shall be conducted over two construction seasons with no construction permitted from approximately November 21, 2022 to July 5, 2023. See Section 1.7 F. for specific construction dates by bridge.

1. Fish Creek Bridge, Appistoki Creek Bridge, Camas Creek Bridge, Dutch Creek Bridge, and Anaconda Creek Bridge shall be constructed and substantially completed during the authorized dates of 2022 prior to the non-construction period.

2. Logging Creek Bridge, Quartz Creek Bridge, Akokala Creek Bridge, Bowman Creek

Bridge, Ford Creek Bridge, and Kintla Creek Bridge shall be constructed and substantially completed during the authorized dates of 2023.

3. North Fork Bridge and Lee Creek Bridge shall be constructed and substantially completed during the authorized dates of 2022 or 2023 at the discretion of the contractor with approval from the CO.

1.4 CONTRACTOR USE OF SITE

A. General: Contractor shall have limited use of the site for construction operations. Limit use of premises to areas within the Contract limits indicated on the plan. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine constructions operations and site disturbances to the limits of work defined on the construction documents.

B. Storage of Materials: Confine storage of materials to areas agreed upon by the Contractor and

Glacier National Park. Approved staging areas are shown in the plans. Additional staging areas not designated in the plans are subject to the approval of the Contracting Officer prior to use. Materials may be stored in closed roadways within 500 ft. of the bridge as approved by the Contracting Officer.

C. Preservation of Natural Features:

1. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.

2. Provide temporary barriers to protect existing trees and plants and root zones.

3. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with

Park Natural Resource staff and Contracting Officer and remove agreed-on roots and branches that interfere with construction.

4. Do not fasten ropes, cables, or guys to existing trees.

5. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.

D. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to

Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

1. Schedule deliveries to minimize use of driveways and entrances.

2. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

GLAC - 311336 01 11 00 - 3

E. Hauling Restrictions: Comply with all legal load restrictions in the hauling of materials. Load restrictions on park roads are identical to the state load restrictions with such additional regulations as may be imposed by the Park Superintendent. Information regarding rules and regulations for vehicular traffic on park roads may be obtained from the Office of the Park Superintendent. A special permit will not relieve Contractor of liability for damage which may result from moving of equipment.

F. Wildlife: In addition to the following requirements, the contractor shall comply with guidance in the park provided document “Bear, Wildlife, and Sanitation Requirements While Working in Glacier

National Park A Handbook for Construction Personnel.” Do not approach, feed or disturb wildlife.

To prevent unnatural attractants to wildlife, keep all foods, pet foods, garbage, drinks, trash, or food and drink containers inside vehicles, or enclosed construction equipment, except during actual use.

Supply garbage bins, within the construction site that are bear and animal proof. Remove all garbage and food trash from the project site daily.

G. Cultural Resources: If previously unknown cultural resources are discovered during the project, the park archaeologist or historic preservation personnel and CO shall be contacted immediately.

Contract work in the vicinity of the discovery will be suspended until the site is cleared by the parks cultural resource specialists. Cultural resources include such items as historic cans, bottles, wire, glass shards, insulators, dishware, milled or dimensional lumber, prehistoric pottery pieces, chipped stone, arrowheads, bone, grinding stone, and masonry structures. See Specification 01 35 13.22

Section 3.4 for additional requirements.

H. All workers on the project will be informed of appropriate site etiquette and all about the penalties of illegally collecting artifacts or intentionally damaging any archaeological or historic property.

Workers will also be informed of correct procedures if previously unknown resources are discovered during construction activities.

1.5 CONTRACTOR CAMPING WITHIN THE PARK

A. Project personnel will be permitted to camp at Logging Ranger Station with the following requirements:

1. The use of Logging or Quartz Cr. Campgrounds will be prioritized over camping at the

Logging Ranger Station; the ranger station will provide a secondary option for RVs or trailers that cannot be accommodated at the Logging or Quartz Creek Campgrounds.

2. Contractor shall provide anticipate number and length of vehicles, trailers, and RVs to utilize the campground and ranger station prior to mobilization.

3. No formalized RV slips will be developed.

4. RVs or trailers will not exceed 27 feet in length.

5. Parking/camping at the ranger station is allowed in the graveled and disturbed/maintained lawn area, see attached map. Park staff (including Polebridge Ranger Station, cultural resources, and vegetation resources) will demarcate specific boundaries prior to camping.

6. Food, garbage and other wildlife attractants will be securely stored according to park regulations; attractant storage regulations will be strictly enforced.

7. The Superintendent’s Compendium permits generator use in campgrounds from 8-10 am, 12-2 pm, and 5-7 pm. Generator use at the ranger station will also be restricted to these times except for in the morning, when generators may run from 6-8 am instead of 8-10 am.

8. Quiet boxes will be used for generators located outside campers and trailers.

9. No trees or vegetation will be removed from the campgrounds or ranger station area.

GLAC - 311336 01 11 00 - 4

10. Additional social trails will not be created. Existing trails and rocky surfaces will be used whenever possible to avoid trampling soils and vegetation

11. All vehicles and trailers etc. must be parked away from tree drip lines.

12. GLAC resources staff will treat and rehabilitate the ranger station site prior to and after camping.

13. All vehicles and trailers etc. must be pressure washed prior to entering the park to prevent the potential transport of non-native invasive plants into the area.

14. Pets will not be allowed at the campground or ranger station.

15. There are no dump stations in the area. All grey/black water/waste must be removed from the park.

16. Porta-potties will not be brought to the site; toilets at the ranger station and the Logging and Quartz Creek Campgrounds are available.

17. Contractors must bring their own drinking water; drinking water is not available at the site.

18. Vehicles must not be parked in proximity to the hitchrail or wayside exhibits; access to the hitchrail and exhibits will be maintained.

19. Contractor camping will not be permitted alongside the road, at pullouts, or at any other campgrounds within the Park.

20. Mitigation measures listed in the categorical exclusion letter for the bridge preservation project will be followed as applicable.

21. Park staff will monitor camping areas to ensure compliance with resource protection requirements within these specifications.

22. All regulations that apply to the public will also apply to contractors and will be enforced.

1.6 CONDUCT OF OPERATIONS

A. At all times the contractor shall conduct his operations in conformance with the rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by the Park Superintendent.

B. Work on Saturdays, Sundays or Federal holidays may not be performed without prior consent from the Contracting Officer. Night work shall not be permitted. Submit requests 14 days advance of the work to the Contracting Officer for approval.

C. No signs or advertisements (except those specified herein) shall be displayed on the construction site or within the park unless approved by the Contracting Officer.

1.7 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of

7:00 a.m. to 7:00 p.m., Monday through Friday, except when otherwise indicated.

1. Weekend Hours: Subject to Contracting Officer’s approval.

2. Early Morning Hours: Subject to Contracting Officer’s approval.

3. Night work shall not be permitted.

B. Existing Utilities

1. Existing Utilities: Notify Contracting Officer and utility companies of proposed work locations and times for excavation.

GLAC - 311336 01 11 00 - 5

2. Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, coordinate with the utility cooperator to immediately restore utility service at no expense to the government.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify Contracting Officer not less than 30 days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Contracting Officer’s written permission.

3. Hours for Utility Shutdowns: Subject to Contracting Officer’s approval.

D. Smoking

1. Smoking will be permitted in designated areas as approved by the CO.

2. Smoking is not permitted while working or operating equipment.

3. Contractor shall provide a wildlife proof disposal container for cigarette butts. Cigarette butts shall not be shall not be disposed of on the ground.

4. Smoking shall not be permitted when fire danger is high, as determined by Park personnel and regulations.

E. No fires shall be permitted within the park.

F. Schedule for construction and road closure shall be established to restrictions below. In-water work is defined as work requiring the use of equipment within the stream’s ordinary high-water mark.

Work on the underside of the bridge or beneath the bridge footprint shall also be considered in-water work. The dates listed below represent a week of construction starting on the date listed. Dates including * may be revised to an earlier date if the wildlife nesting on or near the structure have confirmed to have fledged by park personnel. “Limited Delays” are a maximum of 15 minutes. See

Section 34 10 00 for complete maintenance of traffic requirements.

1. Construction Year 2022

a. Fish Creek Bridge

1) Out-of-Water Work

a) Single Lane Closure with Limited Delays to Vehicular Traffic: July

18, 2022*-August 29, 2022

b) Full Closure to Vehicular Traffic: September 6, 2022-November 14, 2022.

2) In-Water Work

a) Single Lane Closure with Limited Delays to Vehicular Traffic: August

1, 2022-August 29, 2022.

b) Full Closure to Vehicular Traffic: September 6, 2022-September 26, 2022.

3) Other Restrictions: Limited vehicular access shall be provided to Glacier

National Park personnel during full closures.

b. Camas Creek Bridge

1) Out-of-Water Work

a) Full Closure to Vehicular Traffic: July 18, 2022*-November 14, 2022.

2) In-Water Work

a) Full Closure to Vehicular Traffic: August 1, 2022-September 26, 2022.

3) Other Restrictions: Pedestrian crossing for backcountry access shall be provided during construction.

GLAC - 311336 01 11 00 - 6

c. Dutch Creek Bridge

1) Out-of-Water Work

a) Full Closure to Vehicular Traffic: July 25, 2022*-November 14, 2022.

2) In-Water Work

a) Full Closure to Vehicular Traffic: August 1, 2022-September 26, 2022.

3) Other Restrictions: The Inside North Fork Road is currently closed at this bridge and shall remain closed for the duration of 2022 construction.

Pedestrian crossing for backcountry access shall be provided during construction.

d. Anaconda Creek Bridge

1) Out-of-Water Work

a) Full Closure to Vehicular Traffic: July 25, 2022*-November 14, 2022.

2) In-Water Work

a) Full Closure to Vehicular Traffic: August 1, 2022-September 26, 2022.

3) Other Restrictions: The Inside North Fork Road is currently closed at this bridge and shall remain closed for the duration of 2022 construction.

Pedestrian crossing for backcountry access shall be provided during construction.

e. Appistoki Creek Bridge

1) Out-of-Water Work

a) Single Lane Closure with Limited Delays to Vehicular Traffic: July 5, 2022-September 19, 2022.

b) Full Closure to Vehicular Traffic: September 26, 2022-November 14,

2) In-Water Work

a) Single Lane Closure with Limited Delays to Vehicular Traffic: July 5, 2022-September 19, 2022.

b) Full Closure to Vehicular Traffic: September 26, 2022-November 14,

3) Other Restrictions: Limited vehicular access shall be provided to Glacier

National Park personnel during full closures.

2. Construction Year 2023

a. Logging Creek Bridge

1) Out-of-Water Work

a) Full Closure to Vehicular Traffic: July 24, 2023*-November 13, 2023

2) In-Water Work

a) Full Closure to Vehicular Traffic: July 31, 2023-September 25, 2023.

3) Other Restrictions: Pedestrian crossing for backcountry access shall be provided during construction.

b. Quartz Creek Bridge

a) Full Closure to Vehicular Traffic: July 24, 2023*-November 13, 2023

2) In-Water Work

a) Full Closure to Vehicular Traffic: July 31, 2023-September 25, 2023.

3) Other Restrictions: Pedestrian crossing for backcountry access shall be provided during construction.

c. Akokala Creek Bridge

1) Out-of-Water Work

a) Single Lane Closure with Limited Delays to Vehicular Traffic: July 17, 2023*-August 28, 2023.

b) Full Closure to Vehicular Traffic: September 5, 2023-November 13, 2023.

GLAC - 311336 01 11 00 - 7

2) In-Water Work

a) Single Lane Closure with Limited Delays to Vehicular Traffic: July

31, 2023-August 28, 2023.

b) Full Closure to Vehicular Traffic: September 5, 2023-September 25, 2023.

3) Other Restrictions: The contractor shall coordinate with the park and residents to facilitate access for residents between Bowman Creek Bridge and Akokala

Creek Bridge during construction.

d. Bowman Creek Bridge

1) Out-of-Water Work

a) Single Lane Closure with Limited Delays to Vehicular Traffic: July 24, 2023*-August 28, 2023.

b) Full Closure to Vehicular Traffic: September 5, 2023-November 13, 2023.

2) In-Water Work

a) Single Lane Closure with Limited Delays to Vehicular Traffic: July

31, 2023-August 28, 2023.

b) Full Closure to Vehicular Traffic: September 5, 2023-September 25, 2023.

3) Other Restrictions: The contractor shall coordinate with the park and residents to facilitate access for residents between Bowman Creek Bridge and Akokala

Creek Bridge during construction

e. Ford Creek Bridge

1) Out-of-Water Work

a) Single Lane Closure with Limited Delays to Vehicular Traffic: July 17, 2023*-August 28, 2023.

b) Full Closure to Vehicular Traffic: September 5, 2023-November 13, 2023.

2) In-Water Work

a) Single Lane Closure with Limited Delays to Vehicular Traffic: July

31, 2023-August 28, 2023.

b) Full Closure to Vehicular Traffic: September 5, 2023-September 25, 2023.

3) Other Restrictions: None

f. Kintla Creek Bridge

1) Out-of-Water Work

a) Single Lane Closure with Limited Delays to Vehicular Traffic: July 24, 2023*-August 28, 2023.

b) Full Closure to Vehicular Traffic: September 5, 2023-November 13, 2023.

2) In-Water Work

a) Single Lane Closure with Limited Delays to Vehicular Traffic: July

31, 2023-August 28, 2023.

b) Full Closure to Vehicular Traffic: September 5, 2023-September 25, 2023.

3) Other Restrictions: None

3. Construction Year 2022 or 2023

a. North Fork Bridge

1) All Work

GLAC - 311336 01 11 00 - 8

a) Single Lane Closure with Limited Delays to Vehicular Traffic:

September 6, 2022*-November 14, 2022, or September 5, 2023*-

November 13, 2023.

2) Other Restrictions: None

b. Lee Creek Bridge All Work

1) All Work

a) Single Lane Closure with Limited Delays to Vehicular Traffic:

September 6, 2022*-November 14, 2022, or September 5, 2023*-

November 13, 2023.

2) Other Restrictions: None

4. Below is a table that shows the schedule that is listed above:

Bridge Work Item Ju n e

Ju ly

Ju ly

Ju ly

Ju ly

A u g u st

A u g u st

A u g u st

A u g u st

A u g u st

S ep te m b er

S ep te m b er

S ep te m b er

S ep te m b er

O ct o b er

O ct o b er

O ct o b er

O ct o b er

O ct o b er

N o v em b er

N o v em b er

N o v em b er

Out-of-Water Work

In-Water Work

Out-of-Water Work

In-Water Work

Out-of-Water Work

In-Water Work

Out-of-Water Work

In-Water Work

Out-of-Water Work

In-Water Work

Ju n e

Ju ly

Ju ly

Ju ly

Ju ly

Ju ly

A u g u st

A u g u st

A u g u st

A u g u st

S ep te m b er

S ep te m b er

S ep te m b er

S ep te m b er

O ct o b er

O ct o b er

O ct o b er

O ct o b er

O ct o b er

N o v em b er

N o v em b er

N o v em b er

Out-of-Water Work

In-Water Work

Out-of-Water Work

In-Water Work

Out-of-Water Work

In-Water Work

Out-of-Water Work

In-Water Work

Out-of-Water Work

In-Water Work

Out-of-Water Work

In-Water Work

Ju n e o r Ju n e

Ju ly o r Ju ly

Ju ly o r Ju ly

Ju ly o r Ju ly

Ju ly o r Ju ly

A u g u st o r Ju ly

A u g u st o r A u g u st

A u g u st o r A u g u st

A u g u st o r A u g u st

A u g u st o r A u g u st

S ep te m b er o r S ep te m b er

S ep te m b er o r S ep te m b er

S ep te m b er o r S ep te m b er

S ep te m b er o r S ep te m b er

O ct o b er o r O ct o b er

O ct o b er o r O ct o b er

O ct o b er o r O ct o b er

O ct o b er o r O ct o b er

O ct o b er o r O ct o b er

N o v em b er o r N o v em b er

N o v em b er o r N o v em b er

North Fork Bridge All Work

Lee Creek Bridge All Work

Legend: Full Closure

Quartz Creek Bridge

Akokala Creek Bridge

Bowman Creek Bridge

Ford Creek Bridge

Kintla Creek Bridge

Appistoki Creek Bridge

Logging Creek Bridge

Weeks for Allowable Construction Timeframes Starting on the Date Listed

Full Closure with Pedestrian Access

Single Lane Closure with Limited Delays

Fish Creek Bridge

Camas Creek Bridge

Dutch Creek Bridge

Anaconda Creek Bridge

GLAC - 311336 01 11 00 - 9

GLAC - 311336 01 11 00 - 10

1.8 SPECIAL CONSTRUCTION REQUIREMENTS

A. Project Website: A project website administered by the NPS will be used for purposes of managing communication and documents during the construction stage.

1. See Section 01 31 00 “Project Management and Coordination” for requirements on using the Project Website.

B. Provide and maintain portable toilets and other temporary sanitation facilities that are bear resistant.

C. Install tree protection and temporary fencing to protect trees impacted by Construction, but not designated for removal by the Contracting Officer

1.9 PROTECTION OF PARKS AND PUBLIC LANDS

A. All equipment needs to be cleaned, drained, and dry prior to arrival at the park. All equipment shall be cleaned with hot (>140F)-high-pressure water and allow to drain and dry completely before transport to the park. Equipment will be inspected by an NPS representative upon each entry to the park to be sure that no water, mud/dirt, animals such as snails and mussels, aquatic and terrestrial weeds or their seeds enter the park on construction equipment. Dirty equipment will be rejected and require additional cleaning before re-inspection. Subsequent entries in the Park of hauling vehicles will require cleaning and inspection. Notify the CO a minimum of 48 hours before the entry of vehicles and equipment to the Park

B. Notify the CO at least two weeks before starting work so a park lead orientation session can be coordinated. All Contractor and subcontractor employees are required to attend park orientation sessions before commencing work. Orientation sessions will include information about park values, regulations, bear safety and appropriate housekeeping. It will be the responsibility of the prime

Contractor to disseminate and enforce all information provided at the orientation meetings, including to all Subcontractors and employees hired after Park orientation meetings. Notify the CO of all orientations that are being conducted.

C. Do not operate or park any equipment off the paved roadway except in approved areas. Do not operate or store vehicles and equipment leaking oil, gas, or anti-freeze within the Park boundaries.

Do not drain oil, hydraulic fluids, anti-freeze, or other chemical onto the ground within the park boundaries. Immediately clean any and all contractor equipment and vehicle spills within the park and immediately notify the CO of any spill. Contractor shall provide, maintain, and train employees on the use of a spill emergency response kit.

D. Refueling of equipment shall occur at a minimum of 100 ft. away from any stream. All stationary motorized equipment shall be operated at minimum of 10 ft. away from any stream.

E. If waterway becomes cloudy, off-color, or otherwise turbid during construction as determined by the

CMR, work shall be stopped until water clears. Contractor shall correct any issues occurring as a result of water turbidity.

F. Do not produce hot asphalt products within the Park boundaries.

G. Sleeping in vehicles or camping within the Park boundary will not be allowed unless in designated locations.

GLAC - 311336 01 11 00 - 11

H. Do not use explosive material within the Park boundaries.

I. Comply with all Park requirements and restrictions, including, but not limited to the following: Do not feed or disturb wildlife within the Park boundaries; store and handle food, fuel, or other attractants in a manner that does not attract bears, i.e., no food, food remnants (such as sunflower seed or other nut shells, banana peels, and orange peels), pet food, garbage, drinks, trash, or food and drink containers will be placed outside vehicles, trailers, buildings, or bear-resistant containers or left in the open beds of trucks or trailers except during actual use. Contractor supplied garbage bins must be bear proof and meet Park requirements. Any mishandling of garbage, trash, food, and other potential bear attractants described above will result in the responsible person, or Contractor, receiving a citation subject to fine.

J. Not materials shall be stored in the open wrapped in plastic or any other petroleum-based product.

Petroleum products are an attractant to wildlife.

K. Contractors shall only use water bottles that have only previously contained water and have not contained flavored drink of any kind.

L. Suspend construction activities and immediately notify the CO when a grizzly bear, Canada lynx, wolverine, or any other wildlife approaches, lingers near, or otherwise appears to be attracted to the project area that creates a potential animal/human conflict. Proceed with operations only after authorized by the CO.

M. Immediately remove all debris that falls into any stream as a result of construction operations.

N. Pursuant to FAR Clause 52.236-5(c), remove from the project any driver who receives two traffic citations while driving within Glacier National Park.

O. Do not carry firearms within the Park boundaries.

1.10 SOILS INVESTIGATION REPORT

A. A soils investigation report has not been provided for this project.

1.11 ADDITIONAL REPORTS

A. FHWA 2019 Bridge Inspection Reports

B. FHWA Level 1 Scour Evaluation

C. Western Federal Land Highway Division Level 2 Hydraulic Analysis for the following bridges:

1. Akokala Creek Bridge

2. Appistoki Creek Bridge

3. Camas Creek Bridge

4. Fish Creek Bridge

5. Ford Creek Bridge

D. As-Built Drawings for the following bridges

1. North Fork Bridge

2. Lee Creek Bridge

GLAC - 311336 01 11 00 - 12

3. Fish Creek Bridge

4. Dutch Creek Bridge

5. Anaconda Creek Bridge

6. Logging Creek Bridge

7. Quartz Creek Bridge

8. Bowman Creek Bridge

9. Kintla Creek Bridge

10. Ford Creek Bridge

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 11 00

GLAC - 311336 01 26 01 - 1

031414 CONTRACT MODIFICATION PROCEDURES

SECTION 01 26 01 – CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. The work of this section consists of administrative and procedural requirements for contract modifications.

1.2 DEFINITIONS AND ALLOWANCES

A. Home Office Overhead: Those costs incurred in support of all of a contractor’s projects and not attributable to a specific job. The cost for home office overhead is only allowed as a percentage of all direct work excluding profit. The following items represent allowable home office overhead costs identified in Part 31 of the Federal Acquisition Regulation (FAR):

1. Rent

2. Utilities

3. Furnishings

4. Office equipment

5. Executive and management staff not exclusively assigned to the project

6. Support, accounting, and administrative staff

7. Preparation of cost proposals, estimating, and schedule analyses connected with

Modifications

8. Estimating and preconstruction services

9. Mortgage costs

10. Real estate and corporate taxes

11. Automobile maintenance and travel costs for home office personnel

12. Home office insurances i.e. structure, automotive, umbrella, flood, etc.

13. Depreciation of equipment and other assets

14. Home office supplies (paper, staples, etc.)

15. Legal services

16. Accounting and data processing

17. Professional fees/registration

B. General Conditions (Field Office Overhead): Management and administrative costs incurred on site for the designated project. Costs associated with the preparation of modifications will not be allowed. The costs for these items are to be included only in the general conditions of the modification estimate. Only in the case of a contract time extension are additional general conditions included in modifications. The following items, if applicable, are considered allowable costs for calculating General Conditions:

1. Project Manager, Assistant Project Manager

2. Superintendent, Assistant Superintendent

3. Quality Control, Safety Officer, Environmental Manager, etc.

4. Engineers

5. Travel, lodging, and per diem (as established by Federal Travel Regulations)

GLAC - 311336 01 26 01 - 2

6. Scheduling

7. Field Office Trailers and associated temporary utilities

8. Field office supplies

a. Mailing and couriers

b. Reproduction costs

c. Storage

d. Phones

e. Computers

f. Copiers

9. Personal vehicles i.e. Superintendent Pickup trucks

C. General Requirements: These are costs directly associated with the project and are necessary to perform the actual work of the modification. These costs shall be shown as direct costs in the estimate. The following items, if applicable, are considered allowable costs for calculating General Requirements:

1. Hoisting

2. Material handling

3. Temporary fencing

4. Port-a-lets

5. Trash removal, dumpsters

6. Barricades

7. Small tools

8. Safety supplies

9. Scaffolding

10. Daily cleaning

11. Traffic control

12. Temporary signage

13. Temporary heating and power

D. Personnel Costs: Costs included in the modification must only be for General Conditions staff and workers actually present and working on the project site. Modification costs for salaried workers are only allowed within the structure of a 40 hour week and no overtime or holiday pay will be allowed.

1. Worker Hourly Rates are costs directly associated with the individual worker and consist of the following:

a. Base Rate: This is the hourly rate paid directly to the worker

b. Labor Burden: Employer payments of all applicable burdens, this includes insurance and taxes that the business must pay on behalf of the worker to government entities and educational forums, such as:

1) Social Security

2) Medicare

3) Workers Compensation– Policy and company calculation to be made available.

4) FUTA– Cap Rate and percentage to be proportionally allocated over one year.

5) SUTA– Cap Rate and percentage to be proportionally allocated over one year.

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6) Union agreement costs – Other costs required under an enforceable collective bargaining agreement.

c. Fringe Benefits: Various non-wage compensations provided to employees such as:

1) Health Care Insurance Premiums

2) Cell Phone

3) Clothing

4) 401K and Pensions

5) Vehicle allowances

6) Gas allowance

7) Life insurance premiums

8) Disability insurance

9) Other Fringe Benefits required under an enforceable collective bargaining agreement

E. Bonuses or Deferred Compensation: No Bonus or Deferred Compensation will be allowed within any components of pricing including Home Office Overhead, General Conditions, General Requirements, Hourly Worker Rates, or the direct costs of work.

F. General Liability Insurance: An insurance policy that protects the contractor from claims resulting from bodily injury or property damage to a third party. Include this as a separate line item within all modification proposals and provide a current insurance quote upon request.

G. Performance and Payment Bonds: A performance bond is a surety bond issued by an insurance company or bank to guarantee satisfactory completion of a project. The Payment Bond guarantees that the contractor will pay the labor and material costs they have incurred. Banks and Insurance companies charge a premium for each individual project based on a sliding scale which relates to the size of the project. Include this as a separate line item in modification proposals and provide current company bonding rates upon request.

H. Builder’s Risk Insurance: This covers the contractor’s loss due to fire, high winds, or other natural forces. This is not reimbursed by the National Park Service (NPS) and shall not be included in modification proposals.

1.3 MODIFICATION PROPOSAL PRICING REQUIREMENTS

A. General:

1. Your proposal must be received in the format and within the time frame specified in the Request for Proposal letter. Costs or delays resulting from failure of contractor to submit within the time frame specified will not be compensable.

2. The proposal must be detailed with itemized lists of equipment, materials, labor, production rates, overhead, profit, and bond markup for each item. Labor costs must be itemized by craft and hourly rate, including Fringe Benefits and Labor Burden. If the costs of Fringe Benefits and Labor Burden are not itemized, it is assumed that that they are included in the hourly rate shown, or contractor is not requesting reimbursement.

Contractor may utilize the government provided Contractor Estimate Form

GLAC - 311336 01 26 01 - 4

(https://www.nps.gov/dscw/publicforms.htm#ct), or their own form, provided that it contains the same information and level of detail as the Gov’t provided form.

3. Requests for extensions of contract time as a result of this change must be justified with a Time Impact Analysis (TIA). Refer to Division 01 Specification, “Construction Schedule”, for time impact analysis requirements. TIA and associated costs must be received with the proposal by the date shown within the Request for Proposal letter.

Contractor’s failure to submit within the specified time frame will be construed as the Contractor waiving the right for additional time and no time extension will be allowed.

4. All supporting documentation used to justify the proposed modification will be made available to the Contracting Officer upon request.

5. Contractor must review and approve all subcontractor/supplier pricing in detail for proper format, scope, production rates, and pricing prior to submission to the Contracting Officer. All delay costs associated with not reviewing and approving subcontractor/supplier pricing will be borne by the Contractor.

6. All pricing and production rates within the estimate must be based on fair and reasonable pricing and cannot include built-in contingency.

B. Labor:

1. Contractor shall estimate the cost of labor by itemizing each craft involved, indicating worker hourly rate (base rate + labor burden + fringe benefits) for each and itemizing the hours required for each craft that will be directly engaged in modification work.

Any work proposed that will require overtime work or premium pay shall be itemized separately. All rates shall be in accordance with the Davis-Bacon Act as incorporated herein. Labor Burden may include payroll taxes, Social Security, unemployment insurances, workers compensation insurance, FICA, FUTA, and other direct costs resulting from Federal, State or local laws.

2. Itemize labor costs for equipment operators separate from equipment costs.

3. The labor cost for foremen shall only be costs for related work required for the modification.

C. Materials:

1. The estimated cost for materials shall include quotes from multiple sources. Material prices must include all applicable fees and credits, including but not limited to, sales tax, freight and delivery charges, and tax rebates.

2. No markup shall be applied to any material provided by the NPS.

D. Equipment:

1. Equipment used for the project must be appropriately sized for the work being performed.

2. Do not include costs for “miscellaneous tools and equipment”, in your proposal for a replacement value of $500 or less. Costs shown in excess of $500 must be broken out separately.

3. Regardless of ownership, the rates to be used in determining equipment rental costs shall be the lowest cost from one of the following sources:

a. U.S. Army Corps of Engineers, Ownership and Operating Expense Schedule (use latest edition and applicable region)

b. Construction Blue Book

GLAC - 311336 01 26 01 - 5

c. Local equipment rental rates, documented by actual invoice charges, or itemized vendor quotes.

4. The estimated equipment rates shall include the operating costs of all fuel, oil, lubrication, supplies, small tools, necessary attachments, ground engaging components, tires & tracks, routine repairs and maintenance (cost of major repair and overhaul is not allowed per FAR 31.105(d)(2)), depreciation, storage, insurance, and all incidentals.

Mobilization, if applicable, may be included for equipment solely used on the modification work but must be listed separately.

5. Estimate the full rate for equipment only for the duration that the equipment will be utilized to accomplish the work of the modification.

6. Standby unit rates used are to be in accordance with paragraph 1.3, D, 2, above. If the US Army Corp of Engineers is utilized then their standby rates prevail. If Bluebook or local equipment pricing is accepted, then ½ of the equipment costs minus any operating costs, major repair and overhaul will be accepted.

7. If equipment is in standby mode due solely to a documented NPS delay, the established standby rate shall apply from the first day of the delay.

8. Equipment that is not used and on the jobsite for up to five consecutive days may be classified at standby rates, provided that the equipment is or has been used solely to perform work on the modification and will be necessary to complete additional modification work. Equipment that is still on the jobsite but not in use after five consecutive days will not be considered in the modification pricing.

9. Requests for compensation for equipment stand by time must be justified, documented and itemized separately.

10. The estimated timeframe (daily, weekly, monthly) for use of the equipment must reflect the lowest cost to the Government.

E. Establishment and Application of Overhead and Profit Percentages:

1. Home Office Overhead and Profit (OH&P) shall be applied to direct costs only. Profit shall not be applied to overhead amounts; and overhead shall not be applied to profit.

Home office overhead shall contain only allowable, allocable, and reasonable costs per the contract documents and FAR Part 31. Profit percentages are based on risk factors found in FAR Part 31which have been applied to the specific type of work included in this project. Negotiated rates shall not exceed the following percentages for OH&P for contractor self-performed work:

Overhead………………10% Profit…………………..8%

2. Total aggregate limit of markup (OH&P) for contractor and subcontractors on modification work shall not exceed 25%. The NPS will not be responsible for allocation of percentages between contractor and subcontractors at any tier.

3. If contractors form a partnership, than the partnership may only receive home office overhead and profit in the same amount as an individual contractor (refer to par 1.3,E,1 above). It is the responsibility of the partners to decide on the division of revenue.

4. Combined Increases and Decreases: On proposals involving both increases and decreases in the Contract Price, the overhead and profit mark-ups are required on the net increases and deducted on net decreases.

5. At no time can profit be calculated on Overhead or itself, it must be calculated on direct costs of work only.

GLAC - 311336 01 26 01 - 6

PART 2 - PRODUCTS

PART 3 - EXECUTION

3.1 VALUE ENGEERING CHANGE PROPOSAL

A. Before undertaking significant expenditures, submit a written description of the value engineering change proposal (VECP) concept in accordance to the requirements of FAR Clause 52.248.

Within 14 days the CO will inform the Contractor as to whether the concept appears to be viable or if the concept is unacceptable. If the CO indicates that the concept appears to be viable, prepare and submit the formal VECP.

B. The VECP shall:

1. Require change to the instant contract to implement; and

2. Results in reducing the overall projected cost to the agency without impairing essential functions or characteristics; provided, that it does not involve a change:

a. In deliverable end item quantities only;

b. In research and development (R&D) items or R&D test quantities that are due solely to results of previous testing under the instant contract; or

c. To the contract type only. (FAR 48.001)

END OF SECTION 01 26 01

GLAC - 311336 01 27 00 - 1

082714 DEFINITION OF CONTRACT LINE ITEMS

SECTION 01 27 00 – DEFINITION OF CONTRACT LINE ITEMS

PART 1 - GENERAL

1.1 SUMMARY

A. The intent of this section is to explain, in general, what is and what is not included in a contract line item, and the limits or cut-off points where one item ends and another begins.

B. If no contract line item exists for a portion of the work, include the costs in a related item.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 LIST OF CONTRACT LINE ITEMS –

A. Contract Line Item No. 001: Fish Creek Bridge

1. This item consists of work pertaining to the Fish Creek Bridge as shown in the contract documents.

2. Measurement for payment will be Lump Sum

3. Payment will be made at the contract lump sum price.

4. Work for this line item shall occur in 2022.

B. Contract Line Item No. 002: Camas Creek Bridge

1. This item consists of work pertaining to the Camas Creek Bridge as shown in the contract documents.

2. Measurement for payment will be Lump Sum

3. Payment will be made at the contract lump sum price.

4. Work for this line item shall occur in 2022.

C. Contract Line Item No. 003: Appistoki Creek Bridge

1. This item consists of work pertaining to the Appistoki Creek Bridge as shown in the contract documents.

2. Measurement for payment will be Lump Sum

3. Payment will be made at the contract lump sum price.

4. Work for this line item shall occur in 2022.

D. Contract Line Item No. 004: Akokala Creek Bridge

1. This item consists of work pertaining to the Akokala Creek Bridge as shown in the contract documents.

2. Measurement for payment will be Lump Sum

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3. Payment will be made at the contract lump sum price.

4. Work for this line item shall occur in 2023.

E. Contract Line Item No. 005: Bowman Creek Bridge

1. This item consists of work pertaining to the Bowman Creek Bridge as shown in the contract documents.

2. Measurement for payment will be Lump Sum

3. Payment will be made at the contract lump sum price.

4. Work for this line item shall occur in 2023.

F. Contract Line Item No. 006: Ford Creek Bridge

1. This item consists of work pertaining to the Ford Creek Bridge as shown in the contract documents.

2. Measurement for payment will be Lump Sum

3. Payment will be made at the contract lump sum price.

4. Work for this line item shall occur in 2023.

G. Contract Line Item No. 007: Kintla Creek Bridge

1. This item consists of work pertaining to the Kintla Creek Bridge as shown in the contract documents.

2. Measurement for payment will be Lump Sum

3. Payment will be made at the contract lump sum price.

4. Work for this line item shall occur in 2023.

H. Contract Line Item No. 008: North Fork Bridge

1. This item consists of work pertaining to the North Fork Bridge as shown in the contract documents.

2. Measurement for payment will be Lump Sum

3. Payment will be made at the contract lump sum price.

4. Work for this line item shall occur in 2022 or 2023.

I. Contract Line Item No. 009: Lee Creek Bridge

1. This item consists of work pertaining to the Lee Creek Bridge as shown in the contract documents.

2. Measurement for payment will be Lump Sum

3. Payment will be made at the contract lump sum price.

4. Work for this line item shall occur in 2022 or 2023.

J. Option A: Dutch Creek Bridge

1. This item consists of work pertaining to the Dutch Creek Bridge as shown in the contract documents.

2. Measurement for payment will be Lump Sum

3. Payment will be made at the contract lump sum price.

4. Work for this option shall occur in 2022.

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K. Option B: Anaconda Creek Bridge

1. This item consists of work pertaining to the Anaconda Creek Bridge as shown in the contract documents.

2. Measurement for payment will be Lump Sum

3. Payment will be made at the contract lump sum price.

4. Work for this option shall occur in 2022.

L. Option C: Logging Creek Bridge

1. This item consists of work pertaining to the Logging Creek Bridge as shown in the contract documents.

2. Measurement for payment will be Lump Sum

3. Payment will be made at the contract lump sum price.

4. Work for this option shall occur in 2023.

M. Option D: Quartz Creek Bridge

1. This item consists of work pertaining to the Ford Creek Bridge as shown in the contract documents.

2. Measurement for payment will be Lump Sum

3. Payment will be made at the contract lump sum price.

4. Work for this option shall occur in 2023.

END OF SECTION 01 27 00

GLAC - 311336 01 31 00 - 1

091015 PROJECT MANAGEMENT AND COORDINATION

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative provisions for coordinating construction operations on

Project including, but not limited to, the following:

1. Definitions

2. Construction Coordination.

3. Submittals

4. Coordination Drawings.

5. Requests for Information (RFIs).

6. NPS/DSC Project Website.

7. Project meetings.

8. Environmental Coordination.

9. Permits

B. Related Requirements:

1. Section 01 32 16 “Construction Schedule” for preparing and submitting Contractor’s construction schedule.

2. Section 01 73 40 “Execution” for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

3. Section 01 77 00 “Closeout Procedures” for coordinating closeout of the Contract.

1.2 DEFINITIONS

A. Agency with Jurisdiction: An organization, office, or individual responsible for enforcing the requirements of a code or standard, or for approving equipment, materials, an installation, or a procedure.

B. Construction Permits – Contractor Provided: Permits that will be applied for and obtained by the contractor.

C. Government Furnished Permits: Permits that will be applied for and obtained by the government.

1.3 CONSTRUCTION COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of the

Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, which depend on each other for proper installation, connection, and operation.

GLAC - 311336 01 31 00 - 2

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components with other Contractors to ensure maximum accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical.

5. Properly plan construction operations to include permit requirements. Allow enough time to execute permit provisions to maintain work schedule, site visits, inspections, and reporting deadlines.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's Construction Schedule.

2. Preparation of the Schedule of Values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Permit requirements.

7. Pre-installation conferences.

8. Project closeout activities.

1.4 SUBMITTALS

A. Division 01 documents: The following items shall be submitted a minimum of one week prior to the Preconstruction Conference. Contracting Officer will notify Contractor of tentative date for the Pre-Construction Conference.

1. Letter designating Project Superintendent.

2. Construction Schedule.

3. A comprehensive breakdown of the Schedule of Values.

4. Accident Prevention Plan.

5. A list of Subcontractors for this project.

6. Written statements from subcontractors certifying compliance with applicable labor standard clauses.

7. Satisfactory evidence of liability insurance coverage and workman’s compensation for the

Contactor and all subcontractors.

8. Waste Management Plan.

9. Quality Control Plan.

10. Under-An-Acre Pollution Prevention Plan (UPPP).

11. Historic Preservation Treatment Plan.

12. List of Required Construction Permits. Include the following information for each permit:

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a. Name of Permit.

b. The Agency(ies) with Jurisdiction issuing the permit.

c. Information required from the Government to complete the permit application.

B. All items listed must be provided to the Contracting Officer before the Pre-Construction

Conference is held. If all of these documents have not been received one week prior to the scheduled Pre-Construction Conference date, the conference will be cancelled, Notice to Proceed will not be issued, and the Contracting Officer will consider other contractual remedies. Work shall not commence until written Notice to Proceed has been issued.

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