1240LN21R0001Specs.pdf

M:\0916\071 - USFS 5 Year Contract\84 - B-D Wise River\04 Design\Specifications\Post-Bid Changes\Tech Specs Cover.docxx January 22, 2021

TECHNICAL SPECIFICATION SECTIONS

FOR

WISE RIVER HELIBASE

FOR

USDA – FOREST SERVICE

BEAVERHEAD-DEERLODGE NATIONAL FOREST

DILLON, MONTANA

Prepared by:

Morrison-Maierle, Inc.

1055 Mount Ave

Missoula, MT 59801 406-542-8880

JANUARY 2021

Engineer of Record: Aaron J. McConkey, PE

12034319F0441 / Wise River Helibase TABLE OF CONTENTS

SPECIFICATION TABLE OF CONTENTS

01 1100 – SUMMARY OF WORK

01 1323 – SURVEY AND LAYOUT DATA

01 2000 – MEASUREMENT AND PAYMENT

01 2105 – SUBSTITUTION PROCEDURE

01 3000 – ADMINISTRATIVE REQUIREMENTS

01 4000 – QUALITY REQUIREMENTS

01 5000 – TEMORARY FACILITIES AND CONTROLS

01 5713 – TEMPORARY EROSION AND SEDIMENT CONTROL

01 6000 – PRODUCT REQUIREMENTS

01 6116 – VOLATILE ORGANIC COMPOUND (VOC) CONTENT RESTRICTIONS

01 7000 – EXECUTION AND CLOSEOUT REQUIREMENTS

01 7419 – CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 7800 – CLOSEOUT SUBMITTALS

01 7900 – DEMONSTRATION AND TRAINING

02 0190 – MOVE IN AND SITE PREPARATION

03 3000 – CAST-IN PLACE CONCRETE

06 1000 – ROUGH CARPENTRY

06 1600 – SHEATHING

06 1753 – SHOP-FABRICATED WOOD TRUSSES

06 1800 – GLUED-LAMINATED CONSTRUCTION

06 2000 – FINISH CARPENTRY

06 4100 – ARCHITECTURAL WOOD CASEWORK

07 1113 – BITUMINOUS DAMPPROOFING

07 2100 – THERMAL INSULATION

07 2500 – WEATHER BARRIERS

07 2600 – UNDER-SLAB VAPOR BARRIER

07 4113 – METAL ROOF PANELS

07 4619 – STEEL SIDING

07 4646 – FIBER-CEMENT SIDING

07 6200 – SHEET METAL FLASHING AND TRIM

07 7123 – MANUFACTURED GUTERS AND DOWNSPOUTS

07 7200 – ROOF ACCESSORIES

07 8400 – FIRESTOPPING

07 9200 – JOINT SEALANTS

08 1213 – HOLLOW METAL FRAMES

08 1416 – FLUSH WOOD DOORS

08 3100 – ACCESS DOORS AND PANELS

08 3613 – SECTIONAL DOORS

08 5413 – FIBERGLASS WINDOWS

08 7100 – DOOR HARDWARE

SPECIFICATION TABLE OF CONTENTS (CONTINUED)

08 7100 – DOOR HARDWARE SCHEDULE

08 8000 – GLAZING

09 2116 – GYPSUM BOARD ASSEMBLIES

09 5100 – ACOUSTICAL CEILINGS

09 6500 – RESILIENT FLOORING

09 6543 – LINOLEUM FLOORING

09 7730 – GLASS FIBER REINFORCED PLASTIC PANELS

09 8311 – ACOUSTICAL BATT INSULATION

09 9000 – PAINTING AND COATING

10 1100 – VISUAL DISPLAY UNITS

10 1400 – SIGNAGE

10 2113.13 – METAL TOILET COMPARTMENTS

10 2800 – TOILET, BATH, AND LAUNDRY ACCESSORIES

10 4400 – FIRE PROTECTION SPECIALTIES

11 3013 – RESIDENTIAL APPLIANCES

12 2400 – WINDOW SHADES

13 3419 – METAL BUILDING SYSTEMS

22 0000 – GENERAL REQUIREMENTS OF PLUMBING AND HVAC

22 0500 – GENERAL PROVISIONS OF PLUMBING AND HVAC

22 0519 – METERS AND GAGES FOR PLUMBING

22 0523 – GENERAL-DUTY VALVES FOR PLUMBING

22 0553 – IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

22 0719 – PLUMBING PIPING INSULATION

22 1116 – DOMESTIC WATER PIPING

22 1316 – SANITARY WASTE AND VENT PIPING

22 4100 – PLUMBING FIXTURES

23 0553 – IDENTIFICATION FOR HVAC PIPING

23 0593 – TESTING ADJUSTING, AND BALANCING FOR HVAC

23 0713 – DUCT INSULATION

23 1126 – FACILITY LIQUEFIED-PETROLEUM GAS PIPING

23 3113 – METAL DUCTS

23 3300 – AIR DUCT ACCESSORIES

23 3423 – HVAC POWER VENTILATORS

23 3713 – DIFFUSERS, REGISTERS, AND GRILLES

23 5400 – FURNACES

23 8126 – SPLIT-SYSTEM AIR-CONDITIONERS

23 8231 – HEATERS

26 0505 – SELECTIVE DEMOLITION OF ELECTRICAL SYSTEMS

26 0519 – LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 0526 – GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 0529 – HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

SPECIFICATION TABLE OF CONTENTS (CONTINUED)

26 0533 – RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

26 0553 – IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 0923 – LIGHTING CONTROL DEVICES

26 2726 – WIRING DEVICES

26 2816 – ENCLOSED SWITCHES

26 2913.03 – MANUAL AND MAGNETIC MOTOR CONTROLLERS

26 5110 – LED LIGHTING

31 1100 – CLEARING AND GRUBBING

31 2213 – ROUGH GRADING

31 2300 – EARTHWORK FOR STRUCTURES

31 2316.13 – TRENCH EXCAVATION AND BACKFILL FOR PIPELINES AND APPURTENANT

STRUCTURES

32 1116 – SUB-BASE COURSE

32 1123 – CRUSHED BASE COURSE

32 1125 – GRAVEL SURFACING

32 4000 – SURFACE RESTORATION

33 1400 – WATER UTILITY TRANSMISSION AND DISTRIBUTION

33 3400 – ONSITE WASTEWATER DISPOSAL

33 4313 – CORRUGATED METAL CULVERTS

011000-1 SUMMARY OF WORK

SECTION 011000

SUMMARY OF WORK

PART 1 GENERAL

1 .1 DESCRIPTION

A. The work of this contract consists of constructing improvements at the Wise River Work Center to create a fully functioning helibase. The proposed improvements include a restroom/shower facility (Bathhouse) and septic system, a bunkhouse, two helipads, access road to the helipads, expansion of the existing fire warehouse, a helicopter shelter, and all supporting site work and infrastructure.

B. The contract will be awarded as Base Bid only, Base Bid + Bid Additive No. 1, Base Bid + Bid Additive No. 1 + Bid Additive No. 2, or Base Bid + Bid Additive No. 1 + Bid Additive No. 2 + Bid Additive No. 3 depending on available funding.

C. All work will be performed under a single contract.

1 .2 LOCATION

A. The Wise River Work Center (formerly the Wise River Ranger Station) is located at 65600 MT Hwy 43, Wise River, Montana.

1 .3 CONTRACTOR'S USE OF PREMISES

A. Construction Camp: Establishment of a camp at the construction site will not be permitted.

B. Conduct operations to ensure the least inconvenience to Forest Service employees and housing area residents.

C. Confine storage of materials to areas designated at the pre-construction conference.

1 .4 SPECIAL CONSTRUCTION REQUIREMENTS

A. The Wise River Work Center, including the existing Fire Warehouse and the residences, will be occupied and in use during the performance of the work. The progress of the work shall be scheduled to minimize disruption to the building occupants.

B. The Contractor shall maintain vehicular access to the residences and the existing Fire Warehouse at all times for the duration of the project.

C. Work will be permitted only between the hours of 7:00 AM and 5:30 PM.

D. Weekend and Holiday Work Restrictions: No on-site work shall be performed on weekends or federal holidays unless otherwise authorized by the Contracting Officer.

1 .5 DISRUPTION OF WATER AND SEWER SERVICE

A. Work shall be planned and completed with the minimum practical disruption of water and sewer service to the existing facilities.

B. Contractor shall coordinate planned water and sewer service disruptions with the Contracting Officer at least 48 hours in advance.

011000-2 SUMMARY OF WORK

C. Water and sewer service shall not be interrupted for more than an 8 hour period during a given day and only between the hours of 8:00 AM and 5:30 PM.

1 .6 FIELD VERIFICATION

A. Contractor is responsible for verifying all new and existing dimensions affecting the work of this contract.

1 .7 TEMPORARY SERVICES

A. Contractor is responsible for obtaining temporary electric service on the site.

B. Cellular phone service is very limited in Wise River. Contractor is responsible for obtaining telephone service. Government phone system is not available for contractor’s use.

C. Potable water for domestic and construct use is available from the Forest Service’s Wise River Work Center water system at no cost to the Contractor. The contractor is responsible for providing backflow prevention and any pipe and fitting necessary for connections.

D. Contractor shall provide and maintain sanitary facilities for Contractor’s employees.

1 .8 TEMPORARY CONTROLS

A. SAFETY: Conduct operations to ensure the safety of residents, employees, and the public. Install and maintain warning signs, fencing, and/or barricades as necessary to safeguard housing area residents, employees, and the public from project hazards such as open excavations for the duration of the project.

B. HOUSEKEEPING:

1. Keep project neat, orderly, and in a safe condition at all times. All construction debris and demolished material shall be cleaned up at the end of each working day and placed in suitable containers.

2. Provide containers for collecting construction debris and demolished material. Forest Service trash receptacles shall not be used.

C. DISPOSAL:

1. Dispose of construction debris, cleared and grubbed material, and demolished material in a legal manner off of Forest Service property.

2. Excess excavated material may be disposed of by placing in the Bureau of Land Management gravel pit that is adjacent to the project site.

1 .9 CONSTRUCTION MATERIALS

A. All materials shall be Contractor-furnished.

1 .10 STORAGE OF MATERIALS

A. Materials shall be stored in accordance with manufacturer’s recommendations. Materials subject to damage from the weather shall be adequately protected by the Contractor. The Contractor is solely responsible for the loss of or damage to materials stored at the job site.

1 .11 EXISTING UTILITIES

011000-3 SUMMARY OF WORK

A. Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the government.

B. If damage occurs to an unknown utility, notify the Contracting Officer immediately.

1 .12 PRECONSTRUCTION CONFERENCE

A. Before the start of construction, the Contracting Officer will arrange a Pre-Work Meeting with the Contractor.

PART 2 PRODUCTS – NOT USED

PART 3 EXECUTION – NOT USED

END OF SECTION

01 1323-1 SURVEY AND LAYOUT DATA

SECTION 01 1323

SURVEY AND LAYOUT DATA

1.01 SECTION INCLUDES

A. Requirements for furnishing qualified personnel and necessary equipment and material to survey, stake, calculate and record data for the control of work.

1.02 RELATED SECTIONS

A. See FAR Clause 52.236-17 Layout of Work for additional requirements.

1.03 GENERAL

A. Include staking activities in the construction schedule.

B. Preserve all initial reference and control points. After beginning construction, replace all destroyed or disturbed initial reference or control points necessary to the work.

C. Prior to surveying or staking, discuss and coordinate the following with the CO:

1. Surveying and staking methods;

2. Stake marking;

3. Grade control for courses of material;

4. Referencing;

5. Structure control; and,

6. Any other procedures and controls necessary for the work.

D. Prepare field notes in an approved format. Furnish all survey notes to the CO weekly. All field notes and supporting documentation become the property of the Government upon completion of the work.

E. Remove and dispose of all flagging, lath, stakes, and other staking material after the project is complete.

1.04 PERSONNEL, EQUIPMENT AND MATERIAL

A. Furnish technically qualified survey crews experienced in construction survey and staking. Provide personnel capable of performing in a timely and accurate manner. An acceptable crew supervisor shall be on the project whenever surveying/staking is in progress.

B. Furnish survey instruments and supporting equipment capable of achieving the specified tolerances.

C. Furnish acceptable tools, supplies, and stakes of the type and quality normally used in highway survey work and suitable for the intended use. Furnish stakes and hubs of sufficient length to provide a solid set in the ground with sufficient surface area above ground for necessary legible markings.

PART 2 PRODUCTS (Not Used)

01 1323-2 SURVEY AND LAYOUT DATA

PART 3 EXECUTION

3.01 GENERAL

A. Perform all survey, staking, recording of data, and calculations as necessary to construct the project from the initial layout to final completion. Reset stakes as many times as necessary to construct the work.

3.02 WORK ELEMENTS

A. Control points. Relocate initial horizontal and vertical control points in conflict with construction to areas that will not be disturbed by construction operations. Furnish the coordinates and elevations for the relocated points before the initial points are disturbed.

B. Slope stakes and references. Set slope stakes and references on both sides of centerline at the cross-section locations. Establish slope stakes in the field as the actual point of intersection of the design slope with the natural ground line. Set slope stake references outside the clearing limits. Include all reference point and slope stake information on the reference stakes. When initial references are provided, slope stakes may be set from these points with verification of the slope stake location with field measurements. Set additional references even when initial references are provided.

C. Clearing and grubbing limits. Set clearing and grubbing limits on both sides of centerline along pipeline alignments and building or well pump pads.

D. Grade finishing stakes. Set grade finishing stakes, for grade elevations and horizontal alignment. Set stakes at the top of subgrade and the top of each aggregate course.

Stakes shall be set in a grid pattern with maximum spacing of 20 feet.

3.03 STAKING TOLERANCES

A. The following table lists the applicable tolerances for field staking for various phases of the work.

Staking Phase Horizontal Vertical

Existing Government network control points ±0.06 ft ±0.035 ft ×√M

Local supplemental control points set from existing Government network points

±0.03 ft ±0.01 ft ×√N

Clearing and grubbing limits ±2.00 ft NA

Slope stake references ±0.16 ft ±0.16 ft

Centerline points – PC, PT, POT and POC ±0.03 ft ±0.03 ft

Minor drainage structures ±0.16 ft ±0.06 ft

Subgrade finish stakes ±0.16 ft ±0.03 ft

Finish Grade Stakes ±0.16 ft ±0.03 ft

Where: M is the distance in miles and N is the number of instrument setups.

END OF SECTION 01 1323

12034319F0441 / Wise River Helibase 01 2000-1 MEASURMENT AND PAYMENT

SECTION 01 2000

MEASUREMENT AND PAYMENT

A. This section provides bid item descriptions and specifies the method of measurement and basis of payment for work covered by the Contract Documents.

1.02 GENERAL

A. The bid price for each item of the Contract shall cover all work shown on the Drawings and required by the specifications and other Contract Documents. All costs in connection with the work, including furnishing all materials, equipment, supplies and appurtenances;

providing all required construction support plants, equipment, and tools; and performing all necessary labor and supervision to fully complete the work, shall be included in the unit and/or lump sum prices bid in the Bid Form Schedule. The amounts shown on the Bid Form Schedule shall be the contract price.

B. No item that is required by the Contract Documents for the proper and successful completion of the work will be paid for outside of or in addition to the prices submitted in the bid. All work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of the Contractor and all costs in connection therewith shall be included in the prices bid.

1.03 ESTIMATED QUANTITIES

A. All estimated quantities stipulated in the Bid Form or other Contract Documents are approximate and are to be used (1) only as a basis for estimating the probable cost of the work and (2) for the purpose of comparing the bids submitted for the work.

B. The actual amount of work done, and materials furnished under unit price items may differ from the estimated quantities. The basis of payment for work and materials will be the actual amount of work done and materials furnished to the pay-lines defined in this section.

The Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount of work actually performed and materials actually furnished and the estimated amounts herein except as allowed in the Contract Conditions.

1.04 SURVEYS AND MEASUREMENTS

A. All quantity measurements shall be the responsibility of the Contractor and will be checked by the CO. When considered necessary by CO, Contractor shall demonstrate how quantity measurements were determined.

1.05 METHOD OF MEASUREMENT

A. No measurement of lump sum bid items contained in this Contract will be made.

B. Measurement of unit price items contained in the Contract will be made in the field by the Contractor and will be verified by the CO.

1.06 BASIS OF PAYMENT

A. The bid for the work in this Contract is a lump sum bid for all construction activities and materials required to complete the work described in the Contract Documents. Payment

12034319F0441 / Wise River Helibase 01 2000-2 MEASURMENT AND PAYMENT for the items shall include all labor, materials, equipment, and incidentals required to complete the item. The work included in each item is more completely described below.

B. Lump sum bid items will be paid on a periodic basis in an amount equal to the percentage of the total work deemed complete, tested, and accepted by the CO.

Item Description

1 Mobilization/Demobilization, Bonding, Insurance, General Requirements.

Item includes moving equipment and other necessary work items to and from the project site. Payment will be made at the lump sum contract unit price for this item. Contractor may request payment for performance and payment bonds. The amount of the premium, including coinsurance and reinsurance agreements, will be paid upon receipt of evidence of full payment to the surety. When separate payment for boding cost is made, the bonding cost will be subtracted from the total contract amount for this pay item and the balance paid in accordance with the progress payment schedule outlined below:

(a) When 5 percent or more of the original contract amount is earned from other pay items, 50 percent of the amount for mobilization, or 5 percent of the original contract amount, whichever is less, will be paid.

(b) When 10 percent or more of the original contract amount is earned from other pay items, 100 percent of the amount for mobilization, or 10 percent of the original contract amount, whichever is less will be paid.

(c) Upon completion of all work on the project, any unpaid amount for mobilization will be paid.

2 Construction Staking. Payment shall be a lump sum contract price prorated on work completed through the duration of the project. Item includes all labor, equipment and materials necessary for the construction staking of the proposed Contract bid items per tolerances detailed in the Specifications – Section 01 1323.

3 Erosion and Sediment Control. Payment will be made at the lump sum contract price for this item. Item includes all labor, equipment, and materials necessary for erosion and sediment control per Section 01 5713. Item includes environmental quality control and Storm Water Pollution Prevention Plan (SWPPP) permit fee and implementation.

4 Bathhouse Structure and Site Complete. Payment will be made at the lump sum contract price for this item. Item includes all labor, equipment, and materials necessary or incidental to construct the new bathhouse structure and site complete per the project drawings and specifications. Item include all architectural, structural, mechanical, plumbing, electrical, and civil features of the structure unless specifically included in the bid items 5 and/or 6.

All permit applications, clearing and grubbing, site demolition and salvage, surface restoration necessary for this site shall be included.

5 Septic Drainfield, Tanks, Forcemain, Pumps and Controls Complete. Payment will be made at the lump sum contract price for this item. Item includes all labor, equipment, and materials necessary or incidental to construct the new pressure dosed septic system including all permit applications, clearing and grubbing, site demolition and salvage, equipment installation, and surface restoration necessary for the complete operational septic system. Electrical work required for system controls shall be included in this bid item.

6 Bathhouse Utilities Complete. Payment will be made at the lump sum contract price for this item. Item includes all wet and dry utilities to the exterior the new bathhouse required for a complete serviced bathhouse. Included in this item is all labor, equipment, and materials necessary or incidental to construct utility lines for water, sewer, electric power, and propane from points of origination to the new bathhouse as identified on project plans including all permit applications, clearing and grubbing, site demolition and salvage, and surface restoration.

12034319F0441 / Wise River Helibase 01 2000-3 MEASURMENT AND PAYMENT

7 Bunkhouse Structure and Site Complete. Payment will be made at the lump sum contract price for this item. Item includes all labor, equipment, and materials necessary or incidental to construct the new bunkhouse structure and site complete per the project drawings and specifications. Item include all architectural, structural, mechanical, plumbing, electrical, and civil features of the structure unless specifically included in the bid item 8. Item includes all permit applications, clearing and grubbing, site demolition and salvage, and surface restoration necessary to construct a fully functional facility.

8 Bunkhouse Utilities Complete. Payment will be made at the lump sum contract price for this item. Item includes all wet and dry utilities to the exterior building wall of the new bunkhouse required for a complete serviced bunkhouse. Included in this item is all labor, equipment, and materials necessary or incidental to construct utility lines for water, sewer, electric, communications, and propane from points of origination to the new bunkhouse as identified on project plans including all permit applications, clearing and grubbing, site demolition and salvage, and surface restoration.

Bid Additive No. 1

101 Helipads Complete. Payment will be made at the lump sum contract price for this item.

Item includes all grading and site improvements associated with the two helipads consisting of concrete pads and safety areas. Included is all necessary or incidental labor, equipment, and materials for the construction of the helipads as identified on the project plans including clearing and grubbing, demolition and salvage of the site, grading, excavation, embankment fill, aggregate base, aggregate subbase, compaction, reinforcing steel, concrete, pavement markings, and surface restoration for construction of helipads, complete. All excess and/or unsuitable excavated material shall be disposed of in a legal manner off Forest Service property.

102 Access Road Complete. Payment will be made at the lump sum contract price for this item.

Item includes all grading and site improvements associated with the helipad access road.

Included is all necessary or incidental labor, equipment, and materials for the construction of the gravel access road as identified on the project plans including clearing and grubbing, demolition and salvage of the site, grading, excavation, embankment fill, aggregate base, aggregate subbase, compaction, culvert installation, and surface restoration for construction of helipads, complete. All excess and/or unsuitable excavated material shall be disposed of in a legal manner off Forest Service property.

103 Helipad Water Service and Hydrants Complete. Payment will be made at the lump sum contract price for this item. Item includes all waterline utilities to the new helipads including service hydrants. Included in this item is all labor, equipment, and materials necessary or incidental to construct utility lines for water from points of origination to the helipads as identified on project plans including all clearing and grubbing, site demolition and salvage, and surface restoration.

Bid Additive No. 2

201 Warehouse Structure and Site Complete. Payment will be made at the lump sum contract price for this item. Item includes all labor, equipment, and materials necessary or incidental to construct the new warehouse addition structure and site complete per the project drawings and specifications. Item includes all architectural, structural, mechanical, plumbing, electrical, and civil features of the structure unless specifically included in the bid item 202. All permit applications, clearing and grubbing, site demolition and salvage, and surface restoration is included. All excess and/or unsuitable excavated material shall be disposed of in a legal manner off Forest Service property.

202 Warehouse Utilities Complete. Payment will be made at the lump sum contract price for this item. Item includes all wet and dry utilities to the exterior the new warehouse addition required for a complete serviced warehouse addition. Included in this item is all labor, 12034319F0441 / Wise River Helibase 01 2000-4 MEASURMENT AND PAYMENT equipment, and materials necessary or incidental to construct utility lines for water, sewer, electric power, communications, and propane from points of origination to the new warehouse addition as identified on project plans including all permit applications, clearing and grubbing, site demolition and salvage, and surface restoration.

Bid Additive No. 3

301 Shelter Structure and Site Complete. Payment will be made at the lump sum contract price for this item. Item includes all labor, equipment, and materials necessary or incidental to construct the new shelter structure and site complete per the project drawings and specifications including access road and concrete apron from the shelter to helipad. Item includes all architectural, structural, electrical, and civil features of the structure unless specifically included in the bid item 302. All permit applications, clearing and grubbing, site demolition and salvage, and surface restoration is included. All excess and/or unsuitable excavated material shall be disposed of in a legal manner off Forest Service property.

302 Shelter Electrical Service and Helipad Lighting Complete. Payment will be made at the lump sum contract price for this item. Item includes all wet and dry utilities to the exterior of the new shelter required for a complete serviced shelter and helipad lighting. Included in this item is all labor, equipment, and materials necessary or incidental to construct utility lines for electric power from points of origination to the new shelter and helipad lights as identified on project plans, including light fixtures. Item includes all permit applications, clearing and grubbing, site demolition and salvage, surface restoration.

Note: All cleanup, temporary construction power, temporary access, construction water, restoration of surfaces beyond pay limits or restoration at areas outside the construction zone damaged by this construction and required to be restored, discharge and other permits not identified as a bid item, and any other items not shown as a pay item are considered subsidiary to the pay items shown and as such receive no direct payment.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

END OF SECTION 01 2000

12034319F0441 / Wise River Helibase 01 2105 - 1 Substitution Procedure

SECTION 01 2105

SUBSTITUTION PROCEDURE

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Section includes administrative and procedural requirements for substitutions.

1.02 DEFINITIONS

A. Substitutions: Changes proposed by contractor in products, materials, equipment and methods of construction from those required by the contract documents.

1.03 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Substitution Requests: Submit electronic copy of request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and drawing numbers and titles.

1. Documentation: Show compliance with requirements for substitution and the following, as applicable:

a. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable.

b. Coordination information, including a list of changes or modifications needed to other parts of the work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution.

c. Detailed comparison of significant qualities or proposed substitution with those of the work specified. Include annotated copy of applicable specification section. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, substantial design characteristics, warranties and specific features and requirements indicated. Indicate deviations, if any, from work specified.

d. Product data, including drawings and descriptions of products and fabrication and installation procedures.

e. Samples, where applicable or requested.

f. Certificates and qualification data, where applicable and requested.

g. List of similar installations for completed project names and addresses and names and addresses of Architects and Owners.

h. Material test reports from qualified testing agency indicating and interpreting test results for compliance with requirements indicated.

i. Research reports evidencing compliance with building code in effect for project, from

ICC-ES.

j. Detailed comparison of Contractor's construction schedule using proposed substitution from products specified in work, including effect of overall contract time. If specified product or methods of construction cannot be provided within the contract time, include letter from manufacturer, or manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delay in delivery.

k. Cost information, including a proposal change, if any, in contract sum.

l. Contractors certification that proposed substitution complies with requirements in the contract documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated.

m. Contractors waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

2. Contracting Officer's Action: If necessary, Contracting Officer will request additional information or documentation for evaluation within 7 days of receipt of a request substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.

Helibase 01 2105 - 2 Substitution Procedure

a. Forms of Acceptance: Addendum, Change Order, Construction Change Directive, or Contracting Officer's Supplemental Instructions for minor changes in the work.

b. Use product specified if Contracting Officer does not issue a decision on use of a proposed substitution within time indicated.

1.04 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage qualified testing agency to perform compatibility tests of recommended by manufacturer.

PART 2 PRODUCTS

2.01 PRODUCTS

A. Substitutions for Cause: Submit requests for substitution immediately upon discovery of need for change, but not later than 15 days prior to time required for preparation and review of related Submittal.

1. Conditions: Contracting Officer will consider Contractor's request for substitution when the following conditions are satisfied.

a. Requested substitution is consistent with the Contract Documents and will produce indicated results.

b. Requested substitution will not adversely affect Contractor's construction schedule.

c. Requested substitution has received necessary approvals of authorities having jurisdiction.

d. Requested substitution is compatible with other portions of the work.

e. Requested substitution has been coordinated with other portions of the work.

f. Requested substitution provides specified warranty.

g. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

h. Requested substitution will provide identical visual effect to specified products in every regard.

2. Substitution for Convenience: Not allowed.

PART 3 - NOT USED

Helibase 01 3000 - 1 Administrative Requirements

SECTION 01 3000

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Electronic document submittals.

B. Preconstruction meeting.

C. Progress meetings.

D. Construction progress schedule.

E. Submittals for review, information, and project closeout.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 ELECTRONIC DOCUMENT SUBMITTAL

A. All documents transmitted for purposes of administration of the contract are to be in electronic (PDF) format.

1. Besides submittals for review, information, and closeout, this procedure applies to requests for information (RFI's) progress documentation, contract modification documents (e.g. supplementary instructions, change proposals, change orders), applications for payment, field reports and meeting minutes, and any other document any participant wishes to make part of the project record.

3.02 PRECONSTRUCTION MEETING

A. Attendance Required:

1. Forest Service.

2. Contracting Officer.

3. Contractor.

4. All major sub-contractors.

B. Agenda:

1. Execution of Forest Service-Contractor Agreement.

2. Submission of executed bonds and insurance certificates.

3. Distribution of Contract Documents.

4. Submission of list of subcontractors, list of products, schedule of values, and progress schedule.

5. Designation of personnel representing the parties to Contract and <1|A/E|>.

6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

7. Scheduling.

C. Contractor will record minutes and distribute copies within seven days after meeting to participates, with one copy to Owner, participants, and those affected by decisions made.

3.03 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the work at maximum bi-monthly intervals.

B. Attendance Required:

1. Contractor.

2. Forest Service.

3. Contracting Officer.

4. Contractor's superintendent.

C. Agenda:

1. Review minutes of previous meetings.

2. Review of work progress.

3. Field observations, problems, and decisions.

Helibase 01 3000 - 2 Administrative Requirements

4. Identification of problems that impede, or will impede, planned progress.

5. Review of submittals schedule and status of submittals.

6. Maintenance of progress schedule.

7. Corrective measures to regain projected schedules.

8. Planned progress during succeeding work period.

9. Maintenance of quality and work standards.

10. Effect of proposed changes on progress schedule and coordination.

11. Other business relating to work.

D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Contracting Officer, Forest Service, participants, and those affected by decisions made.

3.04 CONSTRUCTION PROGRESS SCHEDULE - SEE SECTION 01 3216

A. If preliminary schedule requires revision after review, submit revised schedule within 10 days.

B. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review.

C. Within 10 days after joint review, submit complete schedule.

D. Submit updated schedule with each Application for Payment.

3.05 SUBMITTALS FOR REVIEW

A. When the following are specified in individual sections, submit them for review:

1. Product data.

2. Shop drawings.

3. Samples for selection.

4. Samples for verification.

B. Submit to Contracting Officer for review for the limited purpose of checking for compliance with information given and the design concept expressed in Contract Documents.

C. Samples will be reviewed for aesthetic, color, or finish selection.

D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 01 7800 - Closeout Submittals.

3.06 SUBMITTALS FOR INFORMATION

A. When the following are specified in individual sections, submit them for information:

1. Design data.

2. Certificates.

3. Test reports.

4. Inspection reports.

5. Manufacturer's field reports.

6. Other types indicated.

B. Submit for Contracting Officer's knowledge as contract administrator or for Forest Service.

3.07 SUBMITTALS FOR PROJECT CLOSEOUT

A. Submit Correction Punch List for Substantial Completion.

B. Submit Final Correction Punch List for Substantial Completion.

C. When the following are specified in individual sections, submit them at project closeout in compliance with requirements of Section 01 7800 - Closeout Submittals:

1. Project record documents.

2. Operation and maintenance data.

3. Warranties.

4. Bonds.

5. Other types as indicated.

D. Submit for Forest Service's benefit during and after project completion.

Helibase 01 3000 - 3 Administrative Requirements

3.08 SUBMITTAL PROCEDURES

A. Shop Drawing Procedures:

1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting the Contract Documents and coordinating related work.

2. Generic, non-project-specific information submitted as shop drawings do not meet the requirements for shop drawings.

B. Transmit each submittal with a copy of approved submittal form.

C. Transmit each submittal with approved form.

D. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix.

E. Identify Project, Contractor, Subcontractor or supplier, pertinent drawings and detail number, and specification section number, as appropriate on each copy.

F. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of products required, field dimensions, adjacent construction work, and coordination of information is in accordance with the requirements of the work and contract documents.

G. Schedule submittals to expedite the project, and coordinate submission of related items.

H. For each submittal for review, allow 15 days excluding delivery time to and from the contractor.

I. Identify variations from contract documents and product or system limitations that may be detrimental to successful performance of the complete work.

J. Provide space for Contractor and Mosaic Architecture review stamps.

K. When revised for resubmission, identify all changes made since previous submission.

L. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements.

M. Submittals not requested will not be recognized or processed.

12034319F0441 / Wise River Helibase 01 4000 - 1 QUALITY REQUIREMENTS

SECTION 01 4000

QUALITY REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Quality Assurance and Quality Control of installation.

B. References.

C. Testing and Special Inspections.

1.02 GENERAL

A. Provide all testing and Special Inspections in accordance with the Construction Documents.

B. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality.

C. Comply fully with manufacturers' instructions, including each step in installation or construction sequence.

D. Should the manufacturers' instructions conflict with the Construction Documents, request a clarification from the CO before proceeding.

E. Comply with all specified standards as a minimum quality for the work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

F. Perform work by person qualified to produce workmanship of specified quality.

1.03 REFERENCES

A. Conform to reference standards by the date of current issue or the date of the Contract Documents or as specially noted in these Specifications.

B. Obtain copies of standards when required by the Construction Documents.

C. Should specified reference standards conflict with the Construction Documents, request clarification from the CO before proceeding.

D. The contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference in any reference document.

1.04 TESTING AND SPECIAL INSPECTIONS

A. General:

1. Testing and inspections shall be provided as required by the Drawings and Specifications. The following summarizes testing and inspection requirements but any special provisions, individual materials and equipment specifications, and the Drawings must be consulted for complete and detailed testing and inspection requirements.

12034319F0441 / Wise River Helibase 01 4000 - 2 QUALITY REQUIREMENTS

B. Government Provided Testing and Special Inspections for Quality Assurance:

1. Where explicitly stated by the Drawings or Specifications, the Government will retain a qualified inspector or testing agency to perform the specified Special Inspections or testing.

2. The Contractor shall be responsible for coordinating with the CO and scheduling the testing and Special Inspections to ensure that inspections are completed as required by the Drawings and Specifications.

3. Assure that Government and CO and their quality assurance agency have access to all work areas at all times work is in progress.

C. Contractor Provided Testing for Quality Control:

1. The Contractor shall notify the CO when the Work is ready for quality control testing to allow CO’s representative to witness the testing.

2. With the exception of the explicitly specified CO provided Special Inspections and testing, the Contractor shall be responsible for and pay for all testing required to control contractor production and construction processes and as required by the Drawings and Specifications.

3. All Contractor testing, except leakage testing and equipment functional testing, shall be performed by an independent, certified testing laboratory paid for by the Contractor and approved by the Government and CO. All test results shall be provided to the CO and the Contractor shall provide written authorization to the testing laboratory to release test results to the CO. A copy of this authorization shall be submitted to the CO prior to construction startup.

4. Unless otherwise stated in the Specifications, the Contractor shall select the quality control testing frequency and location. The CO reserves the right to direct the Contractor as to when and where tests are taken (i.e. select concrete truck(s), areas of backfill for density, etc.). However, this does not relieve the Contractor from the requirement of giving reasonable notice that Work is ready for inspection.

5. The Contractor shall be responsible for all labor and materials associated with the filling, flushing, and hydrostatic and leakage testing of all pipelines, structures, tanks, and other appurtenances. Hydrostatic and leakage testing shall be conducted in the presence of the CO.

D. The CO reserves the right to conduct additional testing to assure compliance with the specifications.

E. Testing conducted by the government shall not relieve the Contractor from his obligation to perform the work in accordance with the Technical Specifications.

F. All laboratory and material test results shall be submitted to the Government for review and approval prior incorporation or covering of the tested material or work.

G. Testing and Work results not meeting requirements or found to be defective shall be re-tested, repaired, or replaced at the Contractor’s expense.

PART 2 PRODUCTS (Not Used)

12034319F0441 / Wise River Helibase 01 4000 - 3 QUALITY REQUIREMENTS

3.01 MINIMUM CONTRACTOR PROVIDED TESTING REQUIREMENTS

A. Testing provided by the Contractor shall include but not be limited to:

1. Materials and Compaction Testing for Trench Construction: As specified in Section 31 2316.13, TRENCH EXCAVATION AND BACKFILL FOR PIPELINES

AND APPURTENANT STRUCTURES.

2. Crushed Base Course Materials and Compaction Testing: As specified in Section 32 1123, CRUSHED BASE COURSE.

3. Pipeline Leakage/Leakage Testing, all new pipes as specified in 33 1400, WATER UTILITY TRANSMISSION AND DISTRIBUTION.

END OF SECTION 01400

12034319F0441 / Wise River Helibase 01 5000 - 1 TEMPORARY FACILITIES AND CONTROLS

SECTION 01 5000

TEMPORARY FACILITIES AND CONTROLS

A. Temporary utilities required during construction.

B. Temporary construction facilities, including access roads, field offices, and storage facilities.

C. Requirements for security and protection of facilities and property.

D. Requirements for traffic regulation and access to the work.

1.02 RELATED WORK SPECIFIED UNDER OTHER SECTIONS

A. See Section 01573, TEMPORARY EROSION AND SEDIMENT CONTROL for temporary controls for protection of the environment during construction.

1.03 MOBILIZATION

A. Staging Areas:

1. On-site staging and storage will be permitted on site at areas designated during the preconstruction conference.

2. Arrange and pay for additional area if needed for construction operations, as acceptable to Government and adjacent property owners.

B. Notify Government of obstructions not shown or not readily apparent by visual inspection of the staging area. If such obstructions adversely affect Contractor's operations, proper adjustment to Contract will be considered. Do not remove obstructions without Government’s prior consent.

1.04 TEMPORARY UTILITIES

A. Costs After Substantial Completion: Upon acceptance of the work or a portion of the work defined and certified as substantially complete by CO, and Government commences full-time successful operation of the facility or portion thereof, the Government will bear the cost for utilities used for Government’s operation.

B. Electric Power:

1. Electric power is available at or near the project site. Determine the type and amount available and make arrangements for obtaining temporary electric power service, metering equipment, and pay all costs for the electric power used during the Contract period, except as specifically provided for utilities used by the Government on portions of the work designated in writing by the CO as substantially complete.

2. Temporary electric power installations shall meet construction safety requirements of OSHA, state, and other governing agencies.

12034319F0441 / Wise River Helibase 01 5000 - 2 TEMPORARY FACILITIES AND CONTROLS

3. Cost of electric power used in performance and acceptance testing shall be borne by Contractor.

C. Water for Contractor’s Use:

1. Water for domestic and construction purposes is available from the Forest Service’s Wise River Work Center water system. Connection may be made at various hose bibs, fire hydrants, or water lines. The Contractor shall be responsible for providing acceptable backflow prevention and pipe fittings necessary for connections. All connections shall be coordinated with the CO prior to connection and use.

2. Potable water is available on-site for domestic use.

3. The Contractor shall not make connection to or draw water from any fire hydrant or pipeline without first obtaining permission of the authority having jurisdiction over the use of said fire hydrant or pipeline and from the agency owning the affected water system. For each such connection made, the Contractor shall first attach to the fire hydrant or pipeline a valve and a meter, if required by the said authority, of a size and type acceptable to said authority and agency.

4. The site shall be graded to drain. Excavations shall be maintained free of water.

Provide, maintain, and operate groundwater pumping equipment. Contractor shall make provisions for disposal of groundwater compatible with adjacent property owners and federal, state, and local agencies.

5. Before final acceptance of the work on the project, all temporary connections and piping installed by the Contractor shall be entirely removed and all affected improvements shall be restored to their original condition, or better, to the satisfaction of the CO and to the agency owning the affected utility.

6. Fire Protection: All parts of the work shall be adequately protected against damage by fire. Contractor shall not block access to fire hydrants and shall coordinate with the local fire department during road closures. A responsible person shall be designated and instructed in the operation of such fire apparatus so as to prevent or minimize the hazard of fire. The Contractor’s fire protection program shall conform to the requirements of Subpart F of the OSHA Standards for Construction.

D. Sewage:

1. Provide and maintain sanitary facilities for Contractor’s employees and subcontractors’ employees that comply with regulations of local and state health departments. Provide chemical toilets of suitable types and maintain them in a sanitary condition at all times, conforming to code requirements and acceptable to the health authorities. They shall be watertight construction so that no contamination of the area can result from their use. Make arrangements for frequent emptying of toilets. Upon completion of the work, remove toilets and restore area to original condition. Location of portable toilets shall be approved by Government and adjacent property owners prior to placement.

PART 2 PRODUCTS (Not Used)

3.01 TEMPORARY CONSTRUCTION

A. Access Roads and Parking:

12034319F0441 / Wise River Helibase 01 5000 - 3 TEMPORARY FACILITIES AND CONTROLS

1. Construct temporary construction access roads and detours as necessary to execute the work and as approved by the Government and CO. Maintain in good condition until no longer needed, then remove the temporary roads, revegetate the disturbance or otherwise leave the disturbed area in a preconstruction condition satisfactory to the Government.

2. Use area designated as staging area on Drawings or other area as designated by the Government for parking of Contractor's employees’ vehicles.

B. Fencing and Barricades:

1. Security Fence: If considered necessary by Contractor, erect a temporary security fence with gates and locks around the construction storage site, located and as approved by Government.

2. Barricades: Provide barricades as necessary to prevent unauthorized entry to construction areas, both inside and outside of fenced areas. Also provide barricades to protect existing facilities and adjacent properties from potential damage. Locate barriers to enable access by facility operators and property owners.

3.02 SAFETY AND PROTECTION

A. Examination of Existing Facilities:

1. After the Contract is awarded, but before the commencement of work, at the Contractor's request, Contractor and CO shall make a thorough examination of all existing buildings, structures, and other facilities in the vicinity of the work and for which permission for entry has been granted, as applicable, which might be…