S160056Specifications_96_pgs.docx

CSI SPECIFICATION INDEX

FOR

Kaibab National Forest Tusayan Ranger District 2016 – Red Butte Fire Lookout Tower Environmental and Renovation Work

END OF SPECIFICATION INDEX

SUMMARY OF WORK – 01010 3

DIVISION 1 - GENERAL REQUIREMENTS

01010 – SUMMARY OF WORK

PART 1 - GENERAL

1.1 – Location

There is one (1) fire lookout tower located on the Tusayan Ranger District where the work shall be performed within the Kaibab National Forest. This location is on an administrative site, which consists of a two-story lookout tower cabin/quarter and fiberglass toilet. The scope of work described here applies to the lookout tower cabin, which is part of a two-story, low sloped wood framed building. The lookout tower cabin is on the upper story and the cabin quarter is on the lower story. Other work includes providing and placing a new propane incinerating toilet.

A) Red Butte Fire Lookout Tower

This location is approximately 46 miles north of Williams, AZ. There is no vehicle access to the mountaintop. There are two trails available from the north and southwest sides of the mountaintop. Coordinates for the Red Butte Fire lookout tower site are N35°49.230’W 112°05.328’, and elevation is approximately 7,326 feet.

The southwest location of start of trailhead allows travel with two wheel drive to the trailhead parking lot. Travel from Williams, AZ and turn north onto Hwy 64 for approximately 38 miles and turn east (right) onto Forest Service Road 320 for 1.5 miles, then turn north (left) onto Forest Road 340 for approximately 3/4 mile and turn east (right) onto spur road to parking area.

There is another service access road which provides vehicle access to a saddle in the mountain for parking. The remaining ¼ mile will need to be hiked. Travel from Williams, AZ and turn north onto Hwy 64 for approximately 41 miles and turn east (right) onto Forest Service Road 305. Travel east on FSR 305 for 2 miles to the junction with FR 305A and stay on FR 305 by turning right (south). After 0.5 mile veer right (south) onto FR 340. Travel south 1.5 miles and turn left (east) onto an unnumbered spur road that leads ¼ mile to the trailhead.

1.2 – General

1. The intent of this project is to renovate the two story fire lookout cabin. The exterior/interior cabin and quarters and the toilet need to be tested for both lead based paint and asbestos containing materials. The work shall be set in two phases.

Phase I is demolition, which will include testing and reporting the results of lead based paint and asbestos containing materials, and removal of all existing roof components of the cabin, including abatement and proper disposal of Lead-Based Paint (LBP) and Asbestos Containing Material (ACM), if confirmed by the testing. Prior to any demolition, all existing utilities shall be carefully removed and protected until end of construction. All previously attached utilities shall be resecured to the existing locations, with the exception of the solar panels. The existing solar panels shall be mounted to the catwalk. All utilities shall be re-connected and checked for correct operation.

Phase II includes all of the roof improvements to the upper story of the tower cabin, including utilities. The reconstruction improvements include providing and installing new roof, providing and installing new gutters and downspouts, eliminating the existing stove penetration, placing new vent through wall with all appropriate fittings, providing and installing new direct vent heaters for each level, reconstructing the entrance steps, reconstructing the entrance walkway to the quarter, reconstructing the refrigerator storage area, providing new furniture, providing and placing new toilet building, providing and installing new propane incinerating toilet, providing and installing a photovoltaic system for the toilet, and providing and installing a direct vent wall heater for the toilet.

All work shall be completed in accordance with project specifications. The work includes all labor, material, supervision, testing, and equipment necessary to perform all the operations for the work specified herein.

The Contractor shall be responsible for any necessary site investigations for detailed and accurate material lists, and all field measurements necessary in order to complete the construction.

2. Attention to detail and accurate field measurements of the existing materials are the responsibility of the Contractor and will be critical for the proper reconstruction of the lookout tower roof, refrigerator shed, porch, and any related features of the cabin.

1.3 – Description of Work – Red Butte Fire Lookout

A. General:

The tower structure is a modified version of the standard, wood framed CL-100 Series, and is a two story structure. The cabin dimension is 15’ x 15’, with metal catwalk, and one rainwater collection system and drinking water system. The fire lookout is operated seasonally and is staffed from May through October. The lookout cabin is wood framed building with wooden built up roof, and wooden interior finishes. The existing roof has very low pitch.

Red Butte Fire Lookout Tower

B. Environmental Work (Phase I): Specification 13281 describes the environmental work in these Specifications.

The Environmental Work (Phase I) will be followed by Renovation Work (Phase II) to complete the work in this contract. Contractor shall coordinate both phases of work to minimize any time lapse. Weather will become a major factor affecting access to site, so renovation work shall start and continue until access is denied. Contractor shall provide and install plywood temporarily to seal the cabin if winter shut down becomes necessary. All exposed openings shall be covered to secure the cabin and protect the floor and interior of the cabin, prior to leaving site when access is no longer available.

Specification 13281 addresses the environmental work, including building utility disconnects, testing, proper removal and disposal of the lead-based paint and asbestos containing materials, required documentation and reporting.

The cabin has NOT been tested for ACM presence and Lead Based Paint. All possible components of the cabin shall be tested.

All hazardous waste shall be manifested and delivered to an appropriate landfill for disposal. TCLP analysis shall be the responsibility of the Contractor as described within these Specifications.

Existing Utilities and Features:

There are existing utilities to be disconnected from the lookout tower prior to the removal and disposal of cabin components. Most of the work is described in detail in Specification 13281.

There is no electricity available at this site. Contractor is responsible for providing their own source of power.

There is no water available at this site. Contractor is responsible for providing their own source of water.

There is an existing vault toilet available at this site. Contractor is responsible for keeping the toilet as clean as possible and shall add appropriate enzyme treatment before shutdown operations during the winter and another treatment at end of construction. Contractor shall provide their own supplies such as toilet paper, for their employees’ use. See photo below:

Due to public use of a trail to this lookout, the Contractor shall ensure the safety of the public at all times and shall provide adequate warnings of environmental and safety hazards.

There are existing gutters and downspouts attached to the cabin roof. The gutters collect rainwater and are routed to one of the fiberglass tanks on the ground. There are two fiberglass tanks and the westerly tank collects and stores rainwater and the other tank stores drinking water when lookout tower is operational. The existing PVC pipe shall be temporarily supported when disconnected from the downspouts. The tanks shall be protected from all construction activities. See photo below:

There is existing photovoltaic system with fairly new solar panels mounted on top of the south side of the roof. The entire system was installed in 2015 and provides power to the Forest Service radio equipment. The solar panels and all wiring, conduit, and any connected equipment on the roof shall be disconnected. They are currently attached to the south side of the roof with connections mounted around the edges of the roof and routed through the walls on the southwest side of the cabin. The detached components shall remain connected and temporarily mount to another location to maintain operation. The solar panels will be permanently mounted on the catwalk after the roof is installed. A photo of the existing wiring and components are shown in the photos below:

Wiring from the solar panel on the roof to the PV controllers inside the cabin.

There is an existing Forest Service radio antenna mounted on the catwalk. These antennas provide communication services and need to remain active throughout the contract. If maintenance is necessary, contractor will be notified to coordinate access with the technician. The existing Forest Service Radio system shall be protected from all construction activities.

In the cabin, there are exposed existing anchor rods attached to the structural floor and the roof joists in the upper story tower cabin. The top anchoring connections will need to be detached and then reattached after the roof is completed. There are two anchor rods for each wall for a total of (8) eight. The top anchoring detail shown below is inserted for information only. The dimensions of the joist shall be verified by the Contractor. See photos below:

Phase II – Renovation Work

New construction shall follow the Coconino County Design Criteria to meet local climatic and geographic conditions. All new installations shall meet the county’s criteria where there is a building site at an elevation of 8,000 feet or more above sea level.

a) Provide and install new metal roof to replace existing. New metal roof shall include new galvanized or galvalume finish system to be installed per manufacturer’s recommendations. Contractor shall provide all design calculations to COR for review and approval.

b) Provide and install all new connections to support the photovoltaic and electrical distribution system. The work includes providing and installing sturdy brackets to support the existing solar panels to be mounted on the catwalk. Existing PV components are located in the southeast corner of the tower cabin. A new enclosed vented cabinet shall be provided to house all the PV components. The components shall be mounted so that each unit is securely attached inside the cabinet. All new installations and reconnections shall meet current code.

SUMMARY OF WORK – 01010 13

c) Provide and install new gutters and downspouts. The new downspouts shall be reconnected to the PVC rain collection system. Product data information on the gutters and downspouts shall be provided to the COR for approval prior to ordering. Color shall match the new existing finish of the roof.

d) Provide new interior furnishings, including wooden desk, wooden tables, base cabinets, countertop, back splash, storage boxes, and bookshelves to be given to Government. These items will not be installed and shall not be considered in delivering to the lookout.

e) Provide and install three new direct vent propane gas wall heaters as recommended by manufacturer. One wall heater for both the upper and lower areas of the tower cabin. Extend new propane lines to new location of the wall heaters. The other direct vent propane wall heater will support the new toilet building.

f) Provide and construct new entranceway which provides support to the refrigerator storage area. The approximate existing dimensions are 3-feet wide and 6-feet in length for storage area and 6-feet by 6-feet for the entranceway to the quarters. The existing stairway has two steps. There is an existing concrete slab at the bottom of the stairs. Provide and reconstruct new entranceway with new stairs, concrete slab and replace the existing concrete footers. All existing wood components shall be replaced with composite wood decking, such as Trex, with the exception of the structural framing and the posts. A hinged lockable access door shall be included at the same location to provide storage beneath the porch. See photo of existing below:

g) Provide new wall penetration for rerouting the vent from existing wood stove from the upper story cabin. Provide and install all required connectors and accessories per code. Wood stove shall remain and will be utilized.

h) Provide and place new toilet building kit to provide new building for propane incinerating toilet. All concrete footings shall be placed for proper support as recommended by manufacturer. Construct new concrete slab at back of building to place 125-gallon propane bottle. Provide an install new fittings into new building to allow locking of propane bottle at concrete slab.

i) Provide and install new propane incinerating toilet in new building. Provide a new 125 gallon propane bottle to supply the new propane fueled system.

j) Provide and construct new insulated refrigerator storage shed. Shed shall have same dimensions, new lockable door, new roof, new siding, new insulation, placement of required venting, and all new accessories. See photo of existing refrigerator storage below:

The existing shed has these following approximate dimensions:

Door = 27-1/2” W x 78” H Wall Height above door = 19” H Depth from front door to rear wall = 45”

The roof has an angle to allow drainage. A gutter, downspout, and downspout extension shall be provided and installed to allow drainage away from building.

k) Provide and install new photovoltaic system to provide power to the new toilet building to place LED light fixtures, switches, and new direct vent wall heater.

1.4 – Examination of Sites

A. Bidders are encouraged to visit the site, compare the specifications with any work in place, and inform themselves of all conditions, including other work, if any, being performed. Failure to visit sites will in no way relieve the successful bidder from the necessity of furnishing any materials or performing any work that may be required to complete work in accordance with the specifications, without additional cost to the Government.

B. Information regarding the sites of the work provided in specifications is believed to be reasonably correct, but the Government does not warrant either the completeness or accuracy of such information, and it is the responsibility of the contractor to verify all information independently and to make other examinations of the conditions to be encountered during construction.

C. The contractor acknowledges that he/she has investigated and satisfied himself/herself as to the conditions affecting the work, including, but not restricted to, those bearing upon transportation, disposal, handling and storage of materials, availability of labor, water, electric power, roads, and conditions of the ground, the character of equipment and facilities needed prior to and during prosecution of the work. The contractor further acknowledges that he/she is satisfied as to the character, quality, and quantity of surface and subsurface materials or obstacles to be encountered insofar as this information is reasonably ascertainable from as inspection of the sites. Any failure by the contractor to acquaint himself/herself with the available information will not relieve him/her from the responsibility for estimating properly the difficulty or cost of successfully performing the work.

1.5 – Timing of Work

Phase I, Environmental Testing work can start on September 6, 2016. The start date for demolition activities can begin on October 3, 2016. No restrictions are placed on weekend work.

The time to complete the work in this contract is set to be completed by April 30, 2017.

Weather normally starts impacting the road conditions in mid-november, which can prevent access to the lookout tower sites. Access to the lookout sites during bad road conditions is prohibited due to vehicles causing resource damage. Road conditions generally improve after winter in late March – early April to allow access to the lookout tower.

All work must be completed by April 30, 2017.

If work is not completed, the remaining work shall be left in a safe condition. Contractor will be allowed to return to complete the remaining items on October 1, 2017, after lookout employee has been released from tower duties for the season.

1.6 – Government – Furnished Facilities

The site is available to the Contractor for staging and storage during the project. The site offers very limited room for staging, storage, and stay. Any damage resulting from the Contractor’s use of the sites will be repaired or replaced at the Contractor’s expense at the direction of the Contracting Officer’s Representative

Water is not available. Cell phone capability is most likely available on mountain top. All temporary services and use areas shall be completely removed and the use areas shall be restored upon completion of use. Transportation to and from the work site for the Contractor's personnel and materials will be provided at the Contractor's expense.

1.7 – Material Sources

All materials shall be obtained from commercial sources unless noted otherwise. Materials referred to by trade name, make, or catalog number shall be regarded as establishing a standard of quality; substitutions of equal quality can be made by submitting a data sheet of the proposed substituted item to the Contracting Officer’s Representative, for approval.

1.8 – Clean up and Disposal – Non-Hazardous Waste

Waste accumulation in approved containers and material staging is allowed at the site. Disposal of waste material will be off National Forest Land and in compliance with local, state, and federal laws regarding disposal of construction waste. Before final acceptance of the project by the Government, the Contractor shall remove from Government land all waste materials and rubbish resulting from this work.

1.9 – Precautionary Measures

A. Protection of Work: The Contractor shall take precautions to protect all work during the construction period. The Contractor shall provide and maintain adequate protection during severe weather conditions to prevent damage to the work, materials, and equipment. The existing elements of the lookout tower shall remain undamaged and structurally sound during all phases of this contract. Any damage to the towers, including site access gate, or their functional elements resulting from the Contractor’s work at the sites shall be immediately repaired at no additional cost to the Government.

B. Safety: The Contractor is responsible for safeguarding employees, public, existing facilities, and forest resources from his/her operations. All operations shall comply with the requirements and restrictions of OSHA, the Arizona Occupational Safety and Health Code, and the Workman’s Compensation Board. The Contractor shall erect signs and barricades to make unguarded operations safe as required. Signs and barricades shall be maintained at night and on weekends. Precautions such as safely storing materials shall be practiced to prevent injury to others in the area.

C. Security: Security is not provided by the Government. The Contractor shall take all precautions deemed necessary to secure the worksites, improvements and equipment. This may include security fencing at the Contractor’s discretion. Lookout towers are often prone to vandalism. It is therefore recommended that the Contractor make every attempt to bar public access to the lookout tower during periods of construction inactivity such as nights and weekends.

1.10 – Applicable Codes and Standards

All work shall conform to the latest editions of the International Building Code, American Welding Society Code, American Water Works Association, National Electrical Code, and the American Institute of Steel Construction. All environmental codes, including RCRA and NESHAP, shall be adhered by the Contractor.

1.11 – Subsurface Soils and Investigations

No auger boring tests were made in the area. Under supervision of the Engineer, the Contractor shall undertake any site investigations necessary to ascertain subsurface conditions.

1.12 – Cultural Sensitivity – Use by Others of Red Butte

If aircraft will be utilized to transport materials, equipment, supplies, and other necessities, Contractor shall schedule to minimize the number of aircraft flights.

A notification system shall be set in place.

Others use Red Butte and are allowed to utilize Red Butte for ceremonial reasons.

All users, including Contractor, shall communicate to the COR, in advance of 10 days, of proposed schedule of flights, if applicable. Contractor shall receive approval prior to any flights.

END OF SPECIFICATION 01010

01030 – NOXIOUS WEED CONTROL

PART 1 – GENERAL

1.1 – Description

This work consists of incorporating weed prevention and control within the project site, trails to project site, and staging areas. The Contractor shall prevent new weed infestations and the spread of existing weed infestations within the project site as specified herein.

PART 2 – PRODUCTS

All fill and/or borrow material needed to meet contract requirements shall be coordinated with the Forest Service. The Contractor shall inform the C.O.R. of the location of the purchased and/or borrowed material location. The Forest Service shall be given a minimum of 10 working days to provide time on inspecting the source of backfill for potential weed infestation. Contractor will receive a response (approval/rejection) on the intended source. The Contractor shall not bring any material on site, purchase, or haul any backfill, until approval is given by the Forest Service

PART 3 - EXECUTION

3.1 – Equipment

The Contractor shall ensure all equipment brought onto the forest is thoroughly washed/cleaned in order to remove all soil, vegetative matter, and other debris prior to entering the forest. Particular attention shall be given to the under carriage and any other surface where soil containing weed seed and propagules may exist. All equipment shall be inspected by the Forest Service. Only construction and maintenance equipment, and the equipment necessary to transport said equipment shall be allowed to operate within the project area after it has been cleaned by the Contractor and inspected by the Forest Service. All subsequent move-ins of equipment to the project area shall be treated in the same manner as the initial move-in.

The Contractor shall employ cleaning methods, approved by the Forest Service, to ensure that construction and maintenance equipment is free of noxious weeds. Equipment shall be considered free of soil, seed, and other such debris when a visual inspection does not disclose such material. Equipment or component disassembly, or the need for specialized tools, are not required.

Unless otherwise agreed, the Contractor shall give the Forest Service at least 24 hour notice when equipment is ready for inspection. Notification will include an agreed upon location where the equipment will be available for inspection by the Forest Service. Inspection will be required after every cleaning.

3.2 – General Project Work

The Contractor shall minimize soil surface disturbance wherever possible.

New infestations of noxious weeds of concern to Forest Service and identified by either Contractor or Forest Service, on the project site or on trail routes the Contractor plans to use, shall be promptly reported to the other party. Contractor and Forest Service shall agree on treatment methods to reduce or prevent the spread of hazardous, invasive, and noxious plant species when new infestations are found. A current list of hazardous, invasive, and noxious plant species is available at each Forest Service office. A copy of this list as well as the Forest Service’s Best Management Practices will be submitted to the contractor.

A Noxious Weed Summary (“standards and guides”) will be submitted to the Contractor by the Government providing information about hazardous, invasive, and noxious plant species that may be encountered at the project sites or haul roads.

PART 4 – MEASUREMENT AND PAYMENT

4.1 – Measurement

There will be no separate measurement of this item.

4.2 – Payment

This work is incidental to other items in the contract and direct separate payment will not be made.

END OF SPECIFICATION 01030

NOXIOUS WEED CONTROL – 01030 15

DIVISION 1 – GENERAL REQUIREMENTS

01103 – MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 – Requirements:

Measurement and payment for contract work will be made only for and under those pay items included in the SCHEDULE OF ITEMS. All other work and materials will be considered incidental to and included in the payment of the pay items in the SCHEDULE OF ITEMS.

1.2 – Measurement Terms and Definitions:

Unless otherwise specified, the following terms are defined as follows:

Each. One entire unit. The quantity is the actual number of units completed and accepted.

Linear foot. As applicable, measure the work along its length from end-to-end; parallel to the base or foundation; along the top; along the front face; or along the invert. Do not measure overlaps.

Lump sum. Do not measure directly. The bid amount is complete payment for all work described in the contract and necessary to complete the work for that item. The quantity is designated as "1." Estimated quantities of lump sum work shown in the contract are approximate.

Square yard. 9 square feet. Longitudinal and transverse measurements for area computations will be made horizontally. No deductions from the area computation will be made for individual fixtures having area of 9 square feet or less.

1.3 – Units of Measurement

Payment will be by units defined and determined according to U.S. Standard measure.

END OF SPECIFICATION 01103

MEASUREMENT AND PAYMENT – 01103 16

MOBILIZATION – 01200 24

01300 – SUBMITTALS

PART 1 - GENERAL

1.1 – Requirements

It will be the Contractor's responsibility to submit all items with such promptness as to cause no delay in the work. Approvals must be obtained before starting work which involves the item. Contractor shall allow ten (10) days for processing of submittals by the Government.

Submittals may also be referred to as SHOP DRAWINGS.

1.2 - Manufacturer's Literature and Shop Drawings

Submit two (2) copies to the Engineer for approval on the items required herein.

Submittal specifications are to be submitted in the following format:

A. The specifications and salient qualities of the item specified in the contract.

B. The specifications and salient qualities of the submittal item.

C. A listing of the differences and a comparison between the two, including but not limited to the structural qualities, operational qualities, any modifications necessary to accomplish installation of unit, and guarantee and warranty.

D. A cost comparison between the specified and submitted item(s) with the cost reduction benefit to the government or adequate justification for a cost increase to the government.

E. Shop drawings of submitted item(s) including wiring or layout diagrams.

If there are any modifications necessary to facilitate installation, a set of drawings showing installation of specified item and a set showing how the submittal item will be installed shall be submitted to the C.O.R.

If the specified item is to be accessible, the submittal item needs to meet current Americans with Disabilities Act Accessibility Guidelines (ADAAG) or Forest Service Accessibility Guidelines and show to be installed for accessibility on submitted drawings, not just state it is available as accessible.

Submittals will be waived if Contractor furnishes exact item used for design when manufacturer's model, size, etc. are shown in the contract.

Submittals are required per the following sections:

1. 01730 – Operations and Maintenance Data Manuals (2)

2. 06100 – Carpentry Lumber and Panel – Product Information, species, sizes, treatment, grade, stamp, and all lumber properties.

Studs, Roof Joists, Roof Rafters, Sheathing, Sill, Headers, OSB, Etc.

Design Calculation for Roof Hardware, Fasteners

3. 06200 – Toilet Building Kit Product Data – R-value, roof finish, wall framing information, dimension, siding, floor construction, electrical features (receptacles), light fixtures, and all accessories.

Warranty Information on

4. 07210 – Building Insulation and Moisture Resistant Barrier Product Data

5. 07460 – Exterior Siding Moisture – Resistant Barrier Fiber Cement Siding Flashing Soffits, Fascia Color Warranty

6. 09652 – Flooring Product Type, Samples, Product Data, Warranty, installation information, Color, Finish

7. 09771 – Plank & Wood Molding System Color – Samples, texture Product Data, including all accessories Installation Information Warranty

8. 09900 – Painting Paint / color samples, specifications Coating – Unfinished wood trim

9. 10800 – Furnishings Range/Oven, Kitchen Sink, Queen Sized Bed, Base Cabinets, Wall Cabinets, Table, Desk, Countertop, Vented Lockable Control Cabinets, Wooden Bookcase – Product Data, Color, Style, Type, Sizes, Finishes

10. 16403 – Electrical Distribution and Building Electrical System LED Fixtures (Track Lighting – Exterior Surface Mount Fixture), Switches, Switch plates, Plate Covers

11. 16800 – Photovoltaic Power System Panels, Batteries, Rubber Mat, Inverter, Power Center, Battery Monitor, LED Fixtures, Switches, Switch plates, Plate Covers – Product Data, Color, Style, Dimensions

Other required submittals include all those as specified in the referenced Forest Service Specifications for this project.

END OF SPECIFICATION 01300

SUBMITTALS – 01300 19

DIVISION 1-GENERAL REQUIREMENTS

01601 – MOBILIZATION

PART 1 – GENERAL

1.1 - Description This work shall consist of preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site, and for all other work and operations that must be performed or that cause costs to be incurred prior to beginning work on the various items on the project site.

PART 2 – PRODUCTS

None

PART 3 – EXECUTION

None

PART 4 – MEASUREMENT AND PAYMENT

Progress payments will be made as follows:

The Contractor can 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 bonding 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.

Any bonding costs in excess of the total contract amount of this pay item will be paid under one or more other pay items under this contract as determined by the Contracting Officer. In no circumstance will the total amount of this contract be increased as a result of bonding costs exceeding the total contract amount of this pay item.

The total of all payments shall not exceed the original contract amount for this item.

4.2 – Payment

Payment will be made under:

PAY ITEM DESCRIPTION PAY UNIT

01601(01) Mobilization – Reconstruction Work LS

** Other Mobilization Pay Item listed under Specification 13281

13281(01) Mobilization – Environmental Work LS

END OF SPECIFICATION 01601

MOBILIZATION – 01601 21

01620 – STORAGE AND PROTECTION

PART 1 – GENERAL

1.1 – Description This section of work covers storage and protection procedures for the products scheduled for use.

1.2 – Related Work Specified Elsewhere 01300 – Submittals

PART 2 – PRODUCTS

2.1 – Government Items to be Salvaged or Delivered to the Government for Storage at Will If any items are damaged, the Contractor shall replace at no additional cost to the Government.

a) Salvaged Items –

1) Counter/Bar Stools

2) Existing PV system

b) Other items in quarters, lower level, shall remain and should not interfere with construction. If there are items that need to be moved, it shall be moved to a location within the quarters and protected.

2.2 – Delivered Items to Williams Ranger Station at Designated Location

a) Deliver items to Williams Ranger Station

1) Furniture: Wood Desk, Wood Table, Kitchen Base and Wall Cabinets, Stove/Range, Wood Dresser, Wood Queen Bed Frame, Queen Headboard, Queen Footboard, Bookcase, Wooden Bench with Storage, and other items purchased under the Specification 10800 - Furnishings.

PART 3 – EXECUTION

3.1 – Manufacturer’s Recommendations Except as otherwise approved by the Engineer, determine and comply with manufacturer’s instructions on product handling, storage and protection.

3.2 – Packing Deliver products to the job site or to the Williams Ranger Station in the manufacturer’s original container, with the labels intact and legible.

1. Maintain packaged materials with seals unbroken and labels intact until time of use.

2. Promptly remove damaged material and unsuitable items from the job site, and promptly replace with material meeting the specified requirements at no additional cost to the Forest Service.

The Engineer may reject as non-complying such material and products that do not bear identification satisfactory to the Forest Service as to the manufacturer, grade, quality and other pertinent information.

All product literature, warranties and operating instructions must be intact and placed in a binder and transmitted to the Forest Service.

3.3 – Protection Protect finished surfaces, including jambs and soffits of openings used as passageways, through which equipment and materials are handled.

Provide protection for finished floor surfaces in traffic areas prior to allowing equipment and materials to be moved over such surfaces.

Maintain finished surfaces clean, unmarred and suitably protected until accepted by the Forest Service.

3.4 – Repairs and Replacements In event of damage, promptly make replacements and repairs to the approval of the Forest Service and at no additional cost to the Forest Service.

PART 4 – MEASUREMENT AND PAYMENT

4.1 – Measurement There will be no separate measurement for this section.

This work is incidental to other items in the contract and direct separate item payment will not be made.

END OF SPECIFICATION 01620

STORAGE AND PROTECTION – 01620 22

01710 – CLEANING

PART 1 – GENERAL

1.1 – Description Throughout the construction period, maintain the construction site and facilities in an orderly and clean manner as described in this Section.

PART 2 – PRODUCTS

2.1 – Cleaning Materials and Equipment Provide required personnel, equipment and materials as needed to maintain the specified standard.

2.2 – Compatibility Use only the cleaning materials and equipment, which are compatible with the surface being cleaned, as recommended by the manufacturer of the cleaning material.

PART 3 – EXECUTION

3.1 – Progress Cleaning Retain stored items in an orderly arrangement allowing maximum access, not impeding traffic or drainage, and providing required protection of materials.

Do not allow accumulation of scrap, debris, waste material and other items not required for construction of this work.

At least twice each month, and more often if necessary, completely remove all scrap, debris and waste material from the job site.

Provide adequate storage for all items awaiting removal from the job site, observing requirements for fire protection and protection of the ecology.

3.2 – Site Daily, and more often if necessary, inspect the site and pick up all scrap, debris and waste material. Remove such items to the place designated for their storage.

Maintain the site in a neat and orderly condition at all times.

Clean mud and debris from roadways or highways adjacent to the project site daily.

3.3 – Structure At least weekly, inspect the structures and pick up all scrap, debris and waste material and remove them to the place designated for their storage.

“Clean” for the purpose of this paragraph shall be interpreted as meaning free from material capable of being removed by reasonable effort with a handheld broom.

3.4 – Final Cleaning Prior to completion of the work, remove from the job site all tools, surplus materials, equipment, scrap, debris and waste.

Structures:

Final cleaning of the project site shall be approved by the Forest Service prior to final acceptance of the work.

END OF SECTION 01710

CLEANING – 01710 26

DIVISION 1 – GENERAL REQUIREMENTS

OPERATIONS AND MAINTENANCE DATA – 01730 27

01730 – OPERATIONS AND MAINTENANCE DATA

01730 -

PART 1 – GENERAL

1.1 – Requirements Included

Compile product data and related information appropriate for Government's maintenance and operation of products furnished under the contract. The Contractor will warranty all parts and labor associated with the project for one year at the minimum per FAR 52.246-21.

1.2 – Related Work Specified Elsewhere

01730 - 39 01300 – Submittals

1.3 – Quality Assurance

Preparation of data shall be done by personnel:

01730 - 34 a.) Trained and experienced in maintenance and operation of described products.

01730 -b.) Familiar with requirements of this Specification.

c.) Skilled as technical writer to the extent required to communicate essential data.

1.4 – Form of Submittals

Prepare data in form of an instructional manual for use by Government's personnel.

a.) Format:

Size: 8-1/2" x 11".

01730 - Paper: Manufacturer's original printed data, or neatly typewritten - no fax paper or copies thereof.

b.) Drawings:

1. Provide reinforced punched binder tab, bind in with text.

2. Fold larger drawings to size of text pages.

c.) Operating Equipment:

1. Provide flyleaf for each separate product, or each piece of operating equipment.

2. Provide indexed tabs.

3. Provide typed description of product and major component parts of equipment.

d.) Cover:

Identify each volume with typed or printed title

"OPERATING AND MAINTENANCE INSTRUCTIONS".

List: 1.) Title of Project, Year.

OPERATIONS AND MAINTENANCE DATA – 01730 28

2.) Identity of separate structure as applicable.

3.) Identity of general subject matter covered in the manual.

e.) Binders:

1) Commercial quality, three-ring binders with durable and cleanable plastic covers.

2) Maximum ring size: 1”.

3) When multiple binders are used, correlate the data into related, consistent groupings.

1.5 – Content of Manual(s) a.) Neatly typewritten table of contents for each volume, arranged in systematic order.

01730 -b.) Contractor, name of responsible principal, address and telephone number.

01730 -c.) List of each product required to be included, indexed to content of the volume.

List, with each product, name, address and telephone number of:

Subcontractor or installer.

01730 -

Warranty Certificates

Identify each product by name and other identifying symbols as set forth in Contract Documents.

Product Data: Include only those sheets which are pertinent to the specific product. Annotate each sheet to:

OPERATIONS AND MAINTENANCE DATA – 01730

Clearly identify specific product or part installed.

01730 - 17

OPERATIONS AND MAINTENANCE DATA – 01730 26

Drawings: Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. Do not use project record documents or maintenance drawings. Supplement product data with drawings as necessary to clearly illustrate:

OPERATIONS AND MAINTENANCE DATA – 01730 24

Relations of component parts of equipment and systems.

01730 - 36 Control and flow diagrams.

01730 - 23 Written Text: As required to supplement product data for the particular installation:

OPERATIONS AND MAINTENANCE DATA – 01730 29

Organize in consistent format under separate headings for different procedures.

Provide logical sequence of instructions for each procedure.

01730 -

Copy of each warranty, bond and service contract issued. Provide information sheet for Government personnel to provide the following:

Proper warranty procedures to follow in the event of failure.

Instances which might affect validity of warranties or bonds.

1.6 – Manual for Materials and Finishes

Submit two (2) copies of each manual in final form.

Content for architectural products applied materials and finishes:

Manufacturer's data, giving full information on product:

Catalog number, size, and composition.

01730 -

Instructions for care and maintenance:

Manufacturer's recommendations for types of cleaning agents and methods.

Content for moisture protection and weather exposed products:

01730 - 12

OPERATIONS AND MAINTENANCE DATA – 01730

Manufacturer's data giving full information on products.

01730 - 18

Applicable standards.

Chemical composition.

Details of installation.

OPERATIONS AND MAINTENANCE DATA – 01730 25

Instructions for inspection, maintenance and repair.

01730 - 27

Additional requirements for maintenance data: Respective Sections of the Specifications.

1.7 – Manual for Equipment and Systems

Submit two (2) copies of complete manual in final form.

Content (General, for all equipment and systems manuals):

01730 - 24 Description of unit and component parts:

OPERATIONS AND MAINTENANCE DATA – 01730 30

Function, normal operating characteristics and limiting conditions.

01730 -

01730 - 37 Maintenance Procedures:

Routine operations.

01730 - Guide to trouble-shooting.

Disassembly, repair and re-assembly.

Alignment, adjusting and checking.

Manufacturer's printed operating and maintenance instructions.

01730 - List of original manufacturer's spare parts, current prices and recommended quantities to be maintained in storage.

Prepare and include additional data when the need for such data becomes apparent during instruction of government personnel.

Additional requirements for operating and maintenance data required in respective sections of the specifications.

Content (For each unit of equipment and system as appropriate):

Description of unit and component parts:

Start-up, break-in, routine and normal operating instructions.

01730 - 5

Original manufacturer's parts list, illustrations, assembly drawings and diagrams required for maintenance.

Predicted life of parts subject to wear.

Items recommended to be stocked as spare parts.

As-installed control diagrams by equipment manufacturer.

01730 - 26

Content (For each electrical and electronic system, as appropriate):

Circuit directories of panel boards:

Electrical service.

01730 - Controls.

Communications.

As-installed Color coded wiring diagrams

Operating Procedures:

Routine and normal operating instructions.

OPERATIONS AND MAINTENANCE DATA – 01730 31

Sequences required.

Special operating instructions.

1.8 – Submittal Schedule

Submit two (2) copies of preliminary draft of proposed formats and outlines of contents prior to start of work.

Engineer will review draft and return one copy with comments.

Submit one (1) copy of completed data in final form at Substantial Completion of the Work for Engineer’s review.

Copy will be returned after final inspection or acceptance with comments.

Submit specified number of copies of approved data in final form at Final Inspection or acceptance.

PART 2 – PRODUCTS

NONE

01730 - 14

PART 3 – EXECUTION

NONE

01730 -

There will be no separate measurement for this section.

This work is incidental to other items in the contract and direct separate payment will not be made.

END OF SPECIFICATION – 01730

01730 - 29

DIVISION 6 – WOOD

06100 – CARPENTRY

CARPENTRY – 06100 32

1.1 – Scope

Work Included: Perform all work necessary and required for the construction of the project as indicated. Such work includes, but is not necessarily limited to, the furnishing and installation of all rough carpentry work, as specified herein.

1.2 – Related Work Specified Elsewhere

09652 – Flooring 09771 – Plank, Panel, Trim, and Molding 09900 – Painting and Graffiti Protectioin

1.3 – Miscellaneous Items and the Intent of these Specifications

Carpentry work and miscellaneous items and their related components which are to be furnished and/or installed under this Section are not necessarily individually described. Rough carpentry work and miscellaneous items not mentioned or described shall be furnished and/or installed in accordance with the intent of specifications and as required to complete the work.

The intent of these specifications and the attached drawings as related to carpentry work is to describe a project to accomplish the following, where applicable:

1. Red Bute Lookout –

a. Completely reconstruct the roof structure. The roof structure shall include replacing all joists, rafters, wood intermediate framing, blocking, deck, fascia, matching existing eaves dimensions, and any other framing necessary for a complete roof. The roof shall be reconstructed based on current calculations of the IBC and Coconino County Design Criteria. Design shall be submitted to COR prior to any construction.

b. Hardware and fasteners shall be compatible with existing materials so corrosion will be limited. Fastening shall comply to the International Building Code and International Residential Code.

c. Refrigerator Storage Area – Provide all materials and reconstruct the refrigerator shed with matching dimensions. Provide new insulated framed walls with finished interior, all necessary flashing, new roof deck, new metal roof with fascia, including gutter, downspout, and downspout extension, new metal, lockable door with door knob, and all other necessary accessories. This building will house a propane supplied refrigerator and shall include all related venting for propane fueled appliances per code. New storage area shall receive matching exterior horizontal lap siding to match the new toilet building. The building shall be constructed as a separate enclosed building to the cabin.

PART 2 – PRODUCTS

2.1. Materials

All lumber shall be new, which may be seasoned, surfaced four sides (S4S). The lumber shall not exceed a moisture content of 19 percent for (A), (B), (C) and (D) below and 15 percent for all others, and shall not be less than the following grades:

A. Sill Plates - Sill plates and any other framing shall be Redwood, construction heart or better as graded by the Redwood Inspection Service or Fir, foundation grade (Pressure Treated) lumber.

B. Joists and Planks, Beams and Stringers, Posts and Timbers - Douglas Fir No. 1 and better grade, as graded by the Western Wood Products Association or West Coast Lumber Inspection Bureau, or equal, unless otherwise SHOWN ON THE DRAWINGS.

C. Light Framing – Douglas Fir, Standard and better grade, as graded by Western Wood Products Association or West Coast Lumber Inspection Bureau, or equal.

D. Pressure Treated Framing – AWPA C2 for lumber and AWPA C9 for plywood; waterborne pressure treatment, preservative retention of 0.40 pcf

E. Roof Sheathing, and Wall Sheathing – APA Rated sheathing of the span rating or panel thickness shown on the drawings and as graded by The Engineered Wood Association (formerly American Plywood Association). Use of the term "plywood" on the drawings does not exclude the use of other panels with equivalent span ratings. Roof and wall sheathing shall be selected based on manufacturer’s recommendations.

A. Oriented-Strand-Board Exterior Wall Sheathing: Exposure 1 sheathing.

B. Plywood – interior use only, APA A-D, Interior, Exposure 1, 5/8”.

C. Underlayment – APA C-C Plugged, Exterior, Group 2, 19/32”.

D. CDX plywood panels, 19/32 inches thick, shall be used for roof sheathing.

F. Trim, Drip, and Fascia Boards - Exterior – Wood…