EC_SPEC_PACKAGE_4-18-19.pdf

USDA Forest Service Project Specifications

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Bid Description

SECTION 00 30 10

DEFINITION OF BID ITEMS

1. PART 1 -GENERAL

1.01 SUMMARY

A. The basis for measurement and payment for all work performed under this contract shall be as listed in the “Schedule of Items.” Unless the work is specifically called out to be measured and paid for in the Bid Form, payment for such work shall be included in other applicable items of the Bid Form. There shall be no separate measurement and payment for any such work not specifically listed in the Schedule of Items.

B. The Contractor shall complete unit and total pricing for ALL items. If “optional” items are presented the “optional” item work shall be bid as mutually exclusive (stand alone) items. The Contracting Officer and the government reserves the right to award individual optional items, as funding becomes available.

C. The application of any pay item to more than one site will be marked by prefixes to differentiate between them on the Schedule of Items.

D. When more than one class, size, type, thickness, etc. is specified in the Schedule of Items for any pay item, suffixes will be added to the item number to differentiate between the pay items.

E. This item is intended to compensate the Contractor for operations including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for payment of premiums for bonds and insurance for the project; and for any other work and operations which must be performed or costs that must be incurred incident to the initiation of meaningful work at the site and for which payment is not otherwise provided for under the contract.

F. Items listed in the Schedule of Items as lump sum shall be on a lump sum all required basis. No direct measurement will be made for lump sum items. Bid items calling for unit prices show estimated quantities of work to be performed. These quantities, although shown with as much accuracy as possible, are approximate only and are for pricing purposes only. Payment to the contractor shall be made on the quantity of work actually performed by the Contractor.

G. The summation of all items under the Schedule of Items shall equal all work required by the drawings and Specifications regardless of whether individual items of work are described under item descriptions or not. Payment shall be made at the contract unit bid or lump sum prices listed in the Bid. The prices listed therein shall be payment in full for all labor, tools, equipment, materials, etc., which are required to construct respective bid items according to the Contract Documents, including all work and materials incidental thereto.

H. Payment for unit items and lump sum items only partially completed at the end of monthly pay periods shall be based on a percentage of work completed as determined by the Government.

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Bid Description

As example is the construction of pipelines where the unit bid price includes the excavation and backfill of the trenches, installation of pipe, trench compaction, flushing and testing, although the Contractor may have installed a certain length of pipeline, yet has not completed the testing and/or restoration work. The actual payment for that bid item will be reduced to reflect the actual amount of work completed.

1.02 DETERMINATION OF QUANTITIES

A. The following measurements and calculations shall be used to determine contract quantities for payment.

1. For individual construction items, longitudinal and lateral measurements for area computations shall be made horizontally or corrected to horizontal measurement unless otherwise specified. Measurements for geotextiles, netting and erosion control blankets shall be along slope lines.

2. For excavation or embankment volumes, the average end area method shall be used to compute volumes. However, if in the judgment of the Contracting Officer (CO), the average end area method is impractical, measurement shall be made by three-dimensional methods.

3. For Structures, they shall be measured according to neat lines shown on the drawings or as altered by the CO, in writing, to fit field conditions.

4. For items that are measured by the linear foot, such as pipe, utilities, and underdrains, measurements shall be made parallel to the base or foundation upon which the structures are placed.

5. For standard manufactured items (such as wire, pipe) identified by gauge, weight, section dimensions, and so forth, such identifications shall be considered the nominal weights or dimensions. Unless controlled by tolerances in cited specifications, manufacturer's tolerances shall be accepted.

B. Earthwork Tolerances - Adjustments of horizontal or vertical alignment, within the tolerances specified in this contract, or shifts of balance points up to 100 feet shall be made by the contractor as necessary to produce the designed sections and to balance earthwork. Such adjustments shall not be considered as "Changes."

1.03 UNITS OF MEASUREMENT

A. Payment shall be by units defined and determined according to U.S. Standard measure and by the following:

1. Cubic Yard (CY): A measurement computed by one of the following methods:

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Bid Description

a. Excavation, Embankment, or Borrow. The measurement computed by the average end area method from measurements made longitudinally along a centerline or reference line.

b. Material in Place or Stockpile. The measurement computed using the dimensions of the in-place material.

c. Material in the Delivery Vehicle. The measurement computed using measurements of material in the hauling vehicles at the point of delivery. Vehicles shall be loaded to at least their water level capacity. Leveling of the loads may be required when vehicles arrive at the delivery point.

2. Each (EA): One complete unit, which may consist of one or more parts.

3. Hour (HR): Measurement will be for the actual number of hours (or fraction thereof) ordered by the Contracting Officer and performed by the contractor.

4. Linear Foot (LF): Measurement of work along its length from point-to-point; parallel to the base or foundation. Do not measure overlaps.

5. Lump Sum (LS): One complete unit.

6. Square Foot (SF): Measured on a plane parallel to the surface being measured.

7. Square Yard (SY): Measured on a plane parallel to the surface being measured.

1.01 DEFINITION OF ROOF ELEMENTS

A. Terms copied from International Building Code B. Deck: The flat or sloped surface constructed on top of the exterior walls of a building or other supports for the purpose of enclosing the story below, or sheltering an area, to protect it from the elements, not including its supporting members or vertical supports.

C. Covering: The covering applied to the roof deck for weather resistance, fire classification or appearance.

D. Underlayment: One or more layers of felt, sheathing paper, non-bituminous saturated felt or other approved material over which a steep-slope roof covering is applied.

E. Interlayment: A layer of felt or non-bituminous saturated felt not less than 18 inches (457

mm) wide, shingled between each course of a wood-shake roof covering.

1.02 DEFINITION OF BID ITEMS

A. Item 1

1. Measurement for payment of the damage repair shall be measured on a lump sum basis and includes the follow work:

a. Preparation

i. Erosion control

ii. Construction controls

iii. Fire prevention plan

b. Demolition

i. Existing waterline as shown on drawings

ii. Existing Sinks, Toilets, Partitions

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Bid Description

iii. Existing wall coverings inside Restrooms

iv. Interior partition walls

v. Existing concrete slab floor

vi. Existing floor drains

vii. Existing Branch Circuit Wiring where feasible

viii. Water Valves

c. Construction

i. Ground preparation and compacting

ii. Excavation for new tanks

iii. Water and electrical trenching, installation, testing, and backfill

iv. Base rock and moisture protection

v. Building construction

1. Interior wall coverings

2. Interior Sinks, Toilets, Partitions and Fixtures

3. Electrical components

4. Painting

5. Architectural elements (Beam end caps and Purlin ends)

6. Roof (if bid option is awarded)

7. Painting and refinishing floors in Main Room (if bid option is awarded) B. Item 3 – waterline (to Overlook Building and Camp Host Site) and appurtenances

1. Measurement for payment of the damage repair shall be measured on a lump sum basis and includes the follow work:

a. Valve box(es)

b. PVC waterline and valves

c. Trenching, testing, and backfill

END OF SECTION

USDA Forest Service Table of Contents Specifications and Drawings Project Specifications 00 01 15

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SECTION 00 01 15

TABLE OF CONTENTS – SPECIFICATIONS AND DRAWINGS

1. GENERAL

1.01 SUMMARY

A. This section lists the drawings and specifications for the project.

1.02 LIST OF SPECIFICATIONS

00 01 15 Table of Contents – Specifications and Drawings 00 30 10 Bid Description 01 10 00 Summary 01 23 00 Option Items 01 25 00 Substitution Procedures 01 26 00 Contract Modification Procedures 01 29 00 Schedule of Values 01 31 00 Project Management and Coordination 01 32 00 Construction Progress Documentation 01 33 00 Submittal Procedures 01 40 00 Quality Requirements 01 50 00 Temporary Facilities and Controls 01 74 19 Construction Waste Management and Disposal 01 77 00 Closeout Procedures 01 78 39 Project Record Documents 02 41 19 Selective Demolition 03 30 00 Cast in Place Concrete 03 35 00 Concrete Finish 05 50 00 Metal Fabrications 06 16 60 Sheathing 06 10 53 Rough Carpentry 07 01 50 Re Roof Prep 07 31 29 Seneca Shingles 08 11 13 Hollow Metal Door and Frames 09 05 13 Historic Finishes 09 91 23 Interior Painting 10 21 13 Partitions 10 28 00 Washroom Accessories 22 05 23 General Duty Valves 26 00 10 General Technical Provisions 26 00 50 Basic Methods and Materials 26 04 00 Underground Power Distribution

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26 05 00 Lighting 26 43 13 Surge Protection Device 31 11 00 Clearing and Grubbing 31 22 13 Grading 31 23 16 Structure 31 23 16 Utility Trenches 31 25 00 Erosion 32 12 16 Asphalt Paving 32 92 00 Soil Preparation 32 92 00 Turf and Grasses 33 11 13 Pipe Materials 33 12 33 Valve Boxes

1.03 LIST OF DRAWINGS

A. Drawings: Drawings consist of the Contract Drawings and other drawings listed on the Table of Contents page of the separately bound drawing sets titled Eagle Creek Overlook Renovations.

B. Eagle Creek Overlook Renovations Drawings:

1. COVER SHEET

2. GENERAL NOTES

3. SITE PLAN

4. OVERLOOK AND CAMP HOST SITE

5. OVERLOOK RESTROOM REMODEL

6. OVERLOOK RESTROOM REMODEL

7. OVERLOOK RESTROOM REMODEL

8. OVERLOOK RESTROOM REMODEL

9. OVERLOOK RESTROOM REMODEL

10. OVERLOOK ELECTRICAL PLANS

11. OVERLOOK ELECTRICAL PLANS

12. CAMP HOST SITE DETAILS

13. HOLDING TANK DETAILS

14. VALVE BOX DETAILS

15. TRENCHING DETAILS

16. 1OO AMP SERVICE PANEL A

17. ELECTRICAL DETAILS

18. OVERLOOK ROOFING DETAILS

19. OVERLOOK ROOFING DETAILS

20. PROJECT PHOTOS

21. PROJECT PHOTOS

22. PROJECT PHOTOS

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END OF SECTION 00 01 15

PART I – THE SCHEDULE

SECTION B – SUPPLIES OR SERVICES AND PRICES/COSTS

SCHEDULE OF ITEMS

Item

Number Description Unit Quantity Unit Price Total Cost

0001 Sitework L.S. 1 $ $

0002 Installation of Water Lines L.S. 1 $ $

0003 Installation of Electric Service L.S. 1 $ $ 0004 Construct New West Office Addition L.S. 1 $ $

0005 Remodel Existing Restrooms L.S. 1 $ $

Base Bid Items Total $

0006 Option 1 - Replace Roof L.S. 1 $ $

0007 Option 2 - Finish Work and Painting of Main Room L.S. 1 $ $ 0008 Option 3 - Repair and Refinish Floors in Main Room L.S. 1 $ $ 0009 Option 4 - Paint Exterior of Overlook Building L.S. 1 $ $

Optional Bid Items Total $

Total of All Items $

All items are described in detail in Section C of this document. While the schedule above provides for a lump sum price, the Government will require a detailed price breakdown for each item as part of the Schedule of Values.

The Contractor shall bid on all items, including the option items. Any of the Option Items may be awarded if the Government decides to accept the option item. The Government is not obligated to award any of the option items.

Contract time shall be a total of 100 calendar days upon receipt of the Notice to Proceed.

USDA Forest Service Summary Project Specification 01 10 00

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SECTION 01 10 00

SUMMARY

1. GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY

A. Section Includes:

1. Project scope for the Base Bid.

2. Project Scope for Bid Options.

3. Project Construction Sequence

4. Background Information.

5. General Historical Information.

6. Protection of Cultural Recourses

7. Use of Premises.

8. Coordination with Forest Service.

9. Work restrictions.

10. Specification and Drawing conventions.

B. Related Requirements:

1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

2. Work scheduled as Bid Options is defined in Specification 01 23 00

1.03 PROJECT INFORMATION

A. Project Identification: Eagle Creek Overlook Renovations.

B. Project Location: In decimal degrees 45.6423, -121.9309 accessed from exit 41 off I 84

East.

1.04 PROJECT SCOPE BASE BID

A. This project will consist of the following work. See Section 01 23 00 for more detailed information:

B. Site work: Necessary clearing and grubbing, sawcutting and removal of pavement, removal of old water lines (approximately 850 ft of 2” pipe and 375 ft of 1 ½” line), and trenching/excavation required to install new water lines and electrical conduit, pull vaults and holding tank.

C. Installation of Water Service to Overlook Building and Camp Host Site:

1. Overlook Building

a. Install approximately 850 feet of 2” Fusion Welded HDPE waterline to existing valve box at Overlook Building. Remove and replace valve box at

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Overlook Building. Removed valve boxes to be retained by the Forest Service.

b. Remove and replace existing drain and supply valve to the Overlook Building

2. Camp Host Site

a. Install new ‘T’ to existing valve box where replacement line will connect to existing line servicing two drinking fountains.

b. Install approximately 485 feet of new 1 ½” Fusion Welded HDPE water line to service Camp Host Site.

c. Install approximately 15 feet of new galvanized ¾” pipe from new valve box to RV Faucet.

d. Install new valve box, valves and hydrant at Camp Host Site.

D. Installation of Electric Service:

1. Installation of Primary Power Service to the Overlook Building and proposed

Camp Host Site.

a. Overlook Building

i. Install approximately 750 feet of 2” SCH 40 PVC, including necessary trenching, and pull vaults.

b. Camp Host Site

i. Install approximately 420 feet of 2” SCH 40 PVC, including necessary trenching, and pull vaults.

2. Installation of Secondary Power Service to the Overlook Building and proposed Camp Host Site.

a. Overlook Building

i. Install approximately 300 feet of 3” SCH 40 PVC for secondary wiring to Overlook Building, including necessary trenching, meter base, overcurrent protection and conduit.

ii. Install 100 Amp flush mount panel, and circuit breakers.

iii. Install branch circuit wiring for light fixtures, switches, hand dryers and exhaust fans.

iv. Install light fixtures, switches, hand dryers and exhaust fans.

b. Camp Host Site

i. Install approximately 15 feet of 1 1/2” SCH 40 PVC for secondary wiring to RV Power Pedestal, including necessary trenching, and concrete pad.

ii. Install power pedestal.

E. Installation of Camp Host Site:

1. Install new 3,000 gallon waste holding tank, service access and hook ups for Camp Host Site. Holding tank shall be rated for traffic loads (H20).

2. Install Concrete Pad for Power Pedestal.

3. Install RV Hookup and Vent for Holding Tank.

F. Remodel Overlook Building Restrooms

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1. Remove existing toilets, urinals, sinks, and associated drainage and venting plumbing. Upper portion of existing vent pipe to remain, new vent pipe for Men’s room to match existing pipe material and color.

2. Remove and replace existing water supply plumbing for the Overlook Building.

3. Remove existing stall partitions, and interior wall coverings (drywall, wood trim, wood paneling) along all interior restroom walls to gain access to supply, drainage and vent plumbing.

4. Historic vent covers in Men’s and Women’s restroom to be retained. Cover for Women’s room to remain in existing location, cover in Men’s room will need to be moved to install Panel A and Surge protection device.

5. Remove existing non-structural partition walls in-between both restrooms and partition wall for storage room in men’s restroom.

6. Remove existing floor slabs in both restrooms.

7. Dispose of waste materials from demolition. Dispose of materials in accordance with State and Local Regulations.

8. Install new supply, drainage and vent plumbing, including new roof penetration for Men’s room vent plumbing.

9. Install new partition walls in-between men’s and women’s restrooms and for new electrical room, including openings for two new standard size doors.

10. Install two standard size wood doors

11. Install new interior wall coverings and apply finishes (gypsum board, trim, caulking, paint, etc.)

12. Install two single sinks in each restroom. Sinks are to meet ABA standards

13. Install new toilets and partitions in each restroom. Men’s restroom is to have 2 stalls, one of which is to meet ABA standards. Women’s restroom is to have 3 stalls, one of which is to meet ABA standards.

14. Install restroom accessories.

15. With exception to standard stalls (one in men’s room and two in women’s) all new fixtures are to comply with ABA standards.

16. Replace Architectural Elements on Overlook Building

a. Replace two round and four square decorative end caps on support beams, and all purlin ends in Main Room as shown in drawings. End caps and purlin ends are to match existing end caps on building and be painted to match existing building.

G. General Project Documentation

1. Prepare as-built Record Drawings of all work completed that as specified in the

Base Bid. Include floor plans with branch circuits, electrical fixtures, plumbing and venting for the Overlook Building, Camp Host Site Including new water and power lines.

1.05 PROJECT SCOPE BID OPTIONS

A. Each Bid Option is defined in Specification 01 23 00. In general the work included in the bid options are:

a. Overlook Building:

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1. Replacement of roofing shingles.

2. Finish work and painting of Main Room.

3. Repair and refinish floors in Main Room

4. Paint Exterior of Overlook Building

1.06 BACKGROUND INFORMATION

A. The Eagle Creek Overlook was built in 1938 and was a CCC project that offered a vantage point for those eager to watch the construction of Bonneville Dam. It is a historic structure located within the Historic Columbia River Highway National Historic Landmark. Eagle Creek Recreation Area was home to the first developed Forest Service campground in the country and is the second most visited site in the Scenic Area. The Overlook is typically rented everyday throughout the operating season (May through September).

B. The potable water plumbing and fixtures in the Overlook are original with the exception of two toilets (one on each side of restroom) that were installed in the 1980s and do not meet current accessibility standards. The entire interior of the restroom needs to be gutted for all new potable and septic plumbing to be installed. There is also considerable rot on the exterior that needs to be addressed.

C. To provide for visitor safety and security, there is a need to install power to the building. There is an additional need to establish a host site with power, water, and septic hookup to better manage the site, which is a great strain on our staff resources as it requires daily check-ins and cleaning. Having a host on-site would reduce resource impacts (e.g. trash, vandalism, vegetation impacts from parking), improve visitor security and services at this popular rental and significant historic structure, and improve operational efficiency.

D. Eagle Creek Overlook is owned and operated by the USDA Forest Service, Columbia River Gorge NSA.

1.07 GENERAL HISTORICAL INFORMATION

A. Eagle Creek Overlook is a located within the Historic Columbia River Highway

National Historic Landmark. All work on the Overlook structure has the potential to impact this historic building.

1.08 PROTECTION OF CULTURAL RESOURCES

A. Location of known historic or prehistoric sites, buildings, objects, and properties related to American history, architecture, archaeology and culture, such as settler or Indian artifacts, protected by American Antiquities Act of 1906 (16 U.S.C. 431-433), National Historic Preservation Act of 1966 (16 U.S.C. 470) and the Archaeological Resources Protection Act of 1979 (PL 96-95 and 36 CFR 261.9(e)) shall be identified on the ground by Forest Service. Forest Service may unilaterally modify or cancel this contract to protect an area, object of antiquity, artifact, or similar object which is or may be entitled to protection under these Acts regardless of when the area, object or artifact is discovered or identified.

B. Discovery of such areas or objects by either party shall be promptly reported to the other party.

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1.09 USE OF PREMISES

A. General: Contractor shall have use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.

B. A staging area will be designated outside of the buildings. Its location will be coordinated with the Government for approval prior to the notice to proceed.

C. Condition of Existing Building: Repair damage caused by construction operations in a way that maintains its historical character. Consult with Forest Service immediately if/when unplanned damage occurs to develop a corrective action plan for repairs.

D. Condition of Existing Grounds: Maintain portions of existing grounds, landscaping, and hardscaping affected by construction operations throughout construction period.

Repair damage caused by construction operations. No vegetation with diameter greater than 2” can be removed without written consent from the Forest Service.

1.10 COORDINATION WITH FOREST SERVICE

A. Eagle Creek Overlook Group Campground will be open by reservation between May

1st and September 22nd. The Overlook Group Campground will close for the winter season on September 22nd, Construction is to be completed during this timeframe.

1. Provide a proposed work schedule at the pre-work meeting complete with dates.

Update the schedule as needed and provide a minimum of 2 week notification of any changes.

1.11 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

B. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to operations with the Contracting Officer.

1. Notify Contracting Officer not less than two weeks in advance of proposed disruptive operations. Update the Contracting Officer as soon as possible if changes need to be made within that two week window.

2. Obtain Contracting Officer’s written permission before proceeding with disruptive operations.

C. On-Site Work Hours, Utility Interruptions and Noise Restrictions:

D. Restricted Substances: Use of tobacco products and other controlled substances within the existing building is not permitted.

E. Employee Identification: Provide identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times.

1.12 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the

Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

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2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations scheduled on Drawings.

2. PRODUCTS (NOT USED)

3. EXECUTION (NOT USED)

END OF SECTION 011000

USDA Forest Service Option Items Project Specification 01 23 00

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SECTION 01 23 00

OPTION ITEMS

1. GENERAL

1.01 SUMMARY AND RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.02 DEFINITIONS

A. Option Item: An amount proposed by bidders and stated on the Bid Form for certain work defined in the Bidding Requirements that may be added to the Base Bid amount if the Government decides to accept the option item.

1. The Government is not obligated to award option items.

2. The cost for each option item is the net addition to the Base Bid Contract Sum to incorporate option into the Work. No other adjustments are made to the Contract Sum.

B. Contractor shall bid each item. Government will notify successful contractor which option item(s) it elects to accept after award of contract.

1.03 PROCEDURES

A. Coordination: Modify or adjust affected adjacent work as necessary to completely integrate work of the option into Project. Include as part of each option, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of option.

B. Execute accepted options under the same conditions as other work of the Contract.

C. Schedule: A Schedule of Options is included at the end of this Section. Specification

Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.

2. PRODUCTS (NOT USED)

3. EXECUTION

3.01 GENERAL

A. The Government may select any option or combination of options regardless of the order.

3.02 SCHEDULE OF OPTIONS

A. Overlook

1. Option #1: Remove and dispose of existing roofing shingles and sheathing.

Install new ½” Plywood sheathing, and underlayment as recommended by Manufacture. Replace flashing for existing roof penetrations at chimney and vent pipes. Install new roofing shingles

2. Option #2: Replace vent screens in Main Room to remove existing holes/penetrations in walls. Paint interior of Main Room.

USDA Forest Service Option Items Project Specification 01 23 00

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3. Option #3: Repair and refinish wood flooring in Main Room.

4. Option #4: Paint exterior of Overlook Building.

END OF SECTION 01 23 00

USDA Forest Service Project Specification 01 25 00

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SECTION 01 25 00

SUBSTITUTION PROCEDURES

PART 1. - GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

1.03 DEFINITIONS

A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.

2. Substitutions for Convenience: Changes proposed by Contractor or Contracting Officer that are not required in order to meet other Project requirements but may offer advantage to Contractor or Government.

1.04 ACTION SUBMITTALS

A. Substitution Requests: Submit one electronic .pdf copy of each request for consideration. The electronic copy shall be provided by the manufacturer, and not a scanned version by the contractor. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

B. Documentation: Show compliance with requirements for substitutions and the following, as applicable:

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

2. Coordination of information, including a list of changes or revisions needed for other parts of the Work that will be necessary to accommodate proposed substitution.

3. Detailed comparison of salient qualities of proposed substitutions with those of the Work specified. Include annotated copy of applicable Specification Section.

Salient qualities may include attributes, such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.

4. Product Data, including drawings and descriptions of products and fabrication and installation procedures.

5. Samples, where applicable or requested.

6. Certificates and qualification data, where applicable or requested.

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7. List of similar installations for completed projects, with project names and addresses as well as names and addresses of architects and owners.

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

9. Research reports evidencing compliance with building code in effect for Project.

10. Detailed comparison of Contractor's construction schedule using proposed substitutions with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.

11. Cost information, including a proposal of change, if any, in the Contract Sum.

12. Contractor's 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.

13. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

C. Contracting Officer’s Action: If necessary, Contracting Officer will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. The Contracting Officer will notify Contractor of acceptance or rejection of proposed substitution within 14 days of receipt of request, or 7 days of receipt of additional information or documentation, whichever is later.

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

1.05 QUALITY ASSURANCE

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

1.06 PROCEDURES

A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.

1.07 SUBSTITUTIONS

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

B. Conditions: The Contracting Officer will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, the Contracting Officer will return requests without action, except to record noncompliance with these requirements:

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

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2. Substitution request is fully documented and properly submitted.

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

4. Requested substitution is compatible with other portions of the Work.

5. Requested substitution has been coordinated with other portions of the Work.

6. Requested substitution provides specified warranty.

C. Substitutions for Convenience: Contracting Officer will consider requests for substitution if received within 60 days after the Notice to Proceed. Requests received after that time may be considered or rejected at discretion of Contracting Officer.

D. Conditions: Contracting Officer will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Contracting Officer will return requests without action, except to record noncompliance with these requirements:

1. Requested substitution offers the Government a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities the Government must assume.

2. Requested substitution does not require extensive revisions to the Contract Documents.

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

4. Substitution request is fully documented and properly submitted.

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

6. Requested substitution is compatible with other portions of the Work.

7. Requested substitution has been coordinated with other portions of the Work.

8. Requested substitution provides specified warranty.

PART 2. - PRODUCTS (NOT USED)

PART 3. - EXECUTION (NOT USED)

END OF SECTION 01 25 00

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SECTION 01 26 00

CONTRACT MODIFICATION PROCEDURES

PART 1. - GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including other Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY

A. Section includes administrative and procedural requirements for handling and processing Contract modifications.

1.03 PROPOSAL REQUESTS

A. Government-Initiated Proposal Requests: Contracting Officer will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.

1. Work Change Proposal Requests issued by Contracting Officer are not instructions either to stop work in progress or to execute the proposed change.

2. Within time specified in Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change.

a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made.

b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

c. Include costs of labor and supervision directly attributable to the change.

d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

B. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a proposal for a change to Contracting Officer.

1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.

2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

4. Include costs of labor and supervision directly attributable to the change.

5. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and

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4/4/2019 Eagle Creek Overlook Renovations 01 26 00 Page 2 of 2 finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

6. Comply with requirements in Section 012500 "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified.

END OF SECTION 012600

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SECTION 01 29 00

SCHEDULE OF VALUES

PART 1. - GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including other Division 01 Specification Sections, apply to this Section.

B. Section 01 10 00 Summary

1.02 SUMMARY

A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment.

1.03 DEFINITIONS AND ABBREVIATIONS

A. Schedule of Values: A statement furnished by Contractor allocating portions of the

Contract Sum to various portions of the Work and used as the basis for reviewing Contractor’s Applications for Payment.

1.04 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the Schedule of Values with preparation of

Contractor’s Construction Schedule.

1. Correlate line items in the Schedule of Values with other required administrative forms and schedules, including the following:

a. Application for Payment forms with Continuation Sheets.

b. Submittals Schedule.

c. Contractor’s Construction Schedule.

2. Submit the Schedule of Values to Contracting Officer within 14 days of the Notice to Proceed.

3. Sub-schedules for Separate Elements of Work: Where the Contractor's construction schedule defines separate elements of the Work, provide sub-schedules showing values coordinated with each element.

B. Identification: Include the following Project identification on the Schedule of Values:

a. Project name and location.

b. Government Contract Number.

c. Contractor’s name and address.

d. Date of submittal.

2. The Schedule of Values shall include the following items at a minimum:

a. Base bid

i. Site work

ii. Installation of new water lines to Overlook Building and Camp Host

Site.

iii. Installation of Electric Service to Overlook Building and Camp Host

iv. Install Camp Host Site.

v. Remodel Existing Restrooms.

b. Project scope bid options

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i. Each Bid Option is defined in Specification 01 23 00. In general the work included in the bid options is:

1. Overlook Building

A Replacement of roofing shingles B Finish work and painting of Main Room C Repair and refinish floors in Main Room D Paint Exterior of Overlook Building

3. Submit draft of standard form selected. Contractor may use an AIA, EJCDC or Forest Service provided form.

4. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed:

a. Change Orders (numbers) that affect value.

b. Dollar value.

c. Percentage of the Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent.

5. Round amounts to nearest whole dollar; total shall equal the Contract Sum.

6. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment include materials or equipment purchased or fabricated and stored, but not yet installed.

a. Differentiate between items stored on-site and items stored off-site. If specified, include evidence of insurance or bonded warehousing.

7. Provide separate line items in the Schedule of Values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work.

1.05 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with previous applications and payments as certified by Contracting Officer and paid for by the Government.

B. Submit the following items with the bi weekly application for payment:

1. Updated Construction Progress Schedule per Specification 01 32 00.

END OF SECTION 01 29 00

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SECTION 01 31 00

PROJECT MANAGEMENT AND COORDINATION

1. PART 1 – GENERAL

1.01 SUMMARY

A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. Coordination Drawings.

2. Administrative and supervisory personnel.

3. Requests for Interpretation (RFIs).

1.02 RELATED REQUIREMENTS:

A. Section 013200 "Construction Progress Documentation" for preparing and submitting

Contractor's construction schedule.

B. Section 017700 "Closeout Procedures" for coordinating closeout of the Contract.

1.03 DEFINITIONS

A. RFI: Request from Contractor seeking interpretation or clarification of the Contract

Documents.

1.04 COORDINATION

A. Coordinate staging and storage areas with the Contracting Officer.

B. 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.

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

D. 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.

E. When needed, prepare memoranda outlining special procedures required for coordination.

Include such items as required notices, and reports.

1.05 ADMINISTRATIVE PROCEDURES:

A. Coordinate scheduling and timing of required administrative procedures with other activities 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 including staging and timelines for all items.

2. Preparation of the Schedule of Values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Project closeout activities.

6. Startup and adjustment of systems.

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7. Project closeout activities.

8. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials.

9. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work.

1.06 REQUESTS FOR INTERPRETATION (RFIS)

A. Procedure: Immediately on discovery of the need for interpretation of the Contract Documents, and if not possible to request interpretation while on site, prepare and submit an RFI.

1. RFIs shall originate with Contractor. RFIs submitted by entities other than

Contractor will be returned with no response.

2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors.

B. Content of the RFI: Include a detailed, legible description of item needing interpretation and the following:

1. Project name.

2. Date.

3. Name of Contractor.

4. RFI number, numbered sequentially.

5. Specification Section number and title and related paragraphs, as appropriate.

6. Drawing number and detail references, as appropriate.

7. Field dimensions and conditions, as appropriate.

8. Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract

Time or the Contract Sum, Contractor shall state impact in the RFI.

9. Contractor's signature.

10. Attachments: Include drawings, descriptions, measurements, photos, Product Data, Shop Drawings, and other information necessary to fully describe items needing interpretation.

a. Supplementary drawings prepared by Contractor shall include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments.

C. RFI Log: Prepare, maintain, and submit a tabular log of all RFIs organized by the RFI number.

1.07 CHANGE ORDER LOG

A. Prepare, maintain, and submit a tabular log of all Change Orders and Change Order

Proposals.

2. PART 2 – PRODUCTS (NOT USED)

3. PART 3 – EXECUTION (NOT USED)

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END OF SECTION 01 31 00

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SECTION 01 32 00

CONSTRUCTION PROGRESS DOCUMENTATION

PART 1. - GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including other Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY

A. Section includes administrative and procedural requirements for handling and processing Contract modifications.

1. Contractor's Construction Schedule.

2. Startup construction schedule.

3. Site condition reports.

4. Unusual event reports.

1.03 DEFINITIONS

A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction Project.

B. Event: The starting or ending point of an activity.

C. Float: The measure of leeway in starting and completing an activity.

1. Float time is not for the exclusive use or benefit of either the Government or Contractor, but is a jointly owned, expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date.

1.04 INFORMATIONAL SUBMITTALS

A. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule for entire construction period.

B. Construction Schedule Updating Reports: Submit as needed and provide a minimum of

2 week notification of any changes.

C. Unusual Event Reports: Submit at time of unusual event.

D. Qualification Data: For scheduling consultant.

1.05 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL

A. Time Frame: Extend schedule from date established for the Notice to Proceed to date of final completion.

B. Submittal Review Time: Include review and resubmittal times indicated in

Section 013300 "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with submittal schedule.

C. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Contracting Officer’s administrative procedures necessary for certification of Substantial Completion.

D. Punch List and Final Completion: Include not more than 30 days for completion of punch list items and final completion.

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E. Work Stages: Indicate important stages of construction for each major portion of the Work, including, but not limited to, the following:

1. Submittals.

2. Purchases.

3. Deliveries.

4. Installation.

5. Tests and inspections.

6. Adjusting.

7. Startup and placement into final use and operation.

8. Commissioning.

F. Construction Areas: Identify each major area of construction for each major portion of the Work.

G. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and final completion.

H. Contractor's Construction Schedule Updating: Update schedule to reflect actual construction progress and activities. Issue schedule with progress payment requests.

1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.

1.06 STARTUP CONSTRUCTION SCHEDULE

A. Gantt-Chart Schedule: Submit startup, horizontal, Gantt-chart-type construction schedule within 14 days of the Notice to Proceed.

B. Preparation: Indicate each significant construction activity separately. Outline significant construction activities for first 60 days of construction. Include skeleton diagram for the remainder of the Work.

1.07 REPORTS

A. Site…