Facilities IDIQ_SPECS.pdf

SECTION 00 0101

PROJECT TITLE PAGE

SPECIFICATION MANUAL FOR

MORGANTON POINT RECREATION AREA /

LAKE CONASAUGA AREA

FACILITIES IDIQ

PREPARED BY: U.S. FOREST SERVICE

Facilities IDIQ 00 0101 - 1 PROJECT TITLE PAGE

SECTION 00 0110

TABLE OF CONTENTS

SPECIFICATIONS

2.01 Division 01 -- General Requirements

A. 01 1000 - Summary

B. 01 4000 - Quality Requirements

C. 01 4216 - Definitions

D. 01 5000 - Temporary Facilities and Controls

E. 01 5500 - Vehicular Access and Parking

F. 01 5713 - Temporary Erosion and Sediment Control

G. 01 6000 - Product Requirements

H. 01 7000 - Execution and Closeout Requirements

2.02 Division 02 -- Existing Conditions

A. 02 4100 - Demolition

2.03 Division 12 -- Furnishings

A. 12 9300 - Site Furnishings

2.05 Division 32 -- Exterior Improvements

A. 32 3200 – Exterior Improvements

Facilities IDIQ 00 0110 - 1 TABLE OF CONTENTS

SECTION 01 1000

SUMMARY

PART 1 GENERAL

1.01 PROJECT

A. Project Name: Morganton Point Recreation Area / Lake Conasauga Recreation Area

B. Property Owner: U.S. Forest Service, Chattahoochee-Oconee National Forest.

C. Local Administrative Offices:

-- Blue Ridge Ranger District, 2042 Hwy 515 W., Blairsville, GA 30512, 706-745-6928

-- Conasauga Ranger District, 3941 Hwy 76, Chatsworth, GA 30705

D. The Project consists of rehabilitation of facilities at the Morganton Point Recreation Area and Lake Conasauga Recreation Area on the Chattahoochee-Oconee National Forest. Work includes the following items:

BASE BID

1. Bathroom Pressure Wash and Painting;

a. Interior

b. Exterior

2. Removal of existing bathroom furnishings;

a. Sinks

b. Mirrors

c. Doors

d. Restroom signs

e. Exterior Light Fixtures

f. Interior Light Fixtures

g. Flushing mechanisms

h. Partition doors

3. Asphalt removal and placement (Sidewalk around existing building) (Morganton Point only);

4. Purchase and installation of new bathroom furnishings;

a. Sinks

b. Mirrors

c. Doors

d. Restroom signs

e. Exterior Light Fixtures (Morganton Point only)

f. Interior Light Fixtures

g. Flushing mechanisms (Morganton Point only)

h. Partition doors (Morganton Point only) and partition set walls and doors for Lake Conasauga

Facilities IDIQ 01 1000 - 1 SUMMARY

1.02 WORK BY OWNER

A. The U.S. Forest Service or others will perform the following work:

1. Water and electricity disconnect.

1.03 OWNER OCCUPANCY

A. Cooperate with the U.S. Forest Service to minimize any potential conflict with local recreation area managers/concessionaires and the visiting public. Coordinate directly with the U.S. Forest Service in the execution of operations.

B. Schedule the Work to accommodate public occupancy of the recreation areas. If necessary, portions of the areas can be closed to the public to expedite progress or ensure a safe working environment. Any and all closures must be pre-approved by the U.S. Forest Service before implementation.

1.04 CONTRACTOR USE OF SITE

A. Construction Operations: Limited to designated areas.

B. Arrange use of site to allow:

1 U.S. Forest Service occupancy.

2 Work by Others (Volunteers Hosts, Concessionaires).

3 Work by U.S. Forest Service.

4 Use of site by the public.

C. Provide access to and from site as required by law.

1. Do not obstruct roadways without prior permission from the Forest Service.

D. Time Restrictions:

1. Limit conduct of especially noisy exterior/interior work to the hours of 0800-1800.

1.05 WORK SEQUENCE

A. Construct Work in stages during the construction period so as to meet the following requirements:

1 Priority 1: Limit the length of time in which ground disturbing activities occur so as to minimize unprotected surfaces and minimize potential for erosion.

2 Priority 2: Limit public inconvenience, as much as possible, while performing contract requirements.

Should work begin during the peak summer season (Memorial Day through Labor Day) or during the peak fall season (October 1 - October 31), the Contractor may be required to coordinate construction schedule and operations with the Forest Service prior to commencement of work and shall provide (2) Porta Johns units for the length of the contract. Construction activities, unless with prior approval by the COR, will be prohibited to occur on weekends and holidays.

END OF SECTION

Facilities IDIQ 01 1000 - 2 SUMMARY

SECTION 01 4000 QUALITY CONTROL & QUANTITY MEASUREMENT

1.01 WORK

A. The contractor shall provide all personnel, equipment and reports necessary to meet the requirements of this specification.

1.02 MEASUREMENT

A. There will be no separate measurement for this section.

1.03 PAYMENT

A. Quality control and quantity measurement shall be incidental to other specified work.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 OVERVIEW

A. QUALITY CONTROL

1. The contractor shall provide and maintain a quality control system that will ensure that all services, supplies, and construction required under this contract conform to the contract requirements. The contractor shall perform, or cause to be performed, the sampling, inspection, and testing required to substantiate that all supplies, services, and construction conform to the contract requirements.

B. QUANTITY MEASUREMENT

1. The contractor shall also perform, or cause to be performed, all measurement of quantities of materials incorporated into the work or work processes that are to be measured under the provisions of the contract.

3.02 CERTIFICATIONS & MEASUREMENTS

A. Offsite Produced Materials. The contractor shall furnish certificates executed by the manufacturer, supplier, or vendor, stipulating that all offsite produced materials incorporated into the work meet the applicable requirements stated in the specifications. Incidental purchases needed to remedy minor shortages of material shall be certified by the contractor.

B. Quantity Measurements. The contractor shall make all measurements for computation of quantities for all work items except those specified for payment by Designed Quantity (DQ). The contractor shall compute the quantities for periodic progress payments to be verified and approved by the CO and COR. The Engineer will compute the quantities for the final payment based on measurements taken by the contractor. All contractor measurements are subject to verification. The contractor shall submit all field notes, calculation sheets, and other data used to determine quantities. The contractor shall certify in writing as to the accuracy of the measurements and computations submitted.

1. The following information must be contained:

a. Project No.

b. Contract No.

c. Quantity or Certification

d. Measured By

e. Bid Item No.

f. Date

g. Location

h. Measurement

i. Initials of Measurer

Facilities IDIQ 01 4000 - 1 QUALITY REQUIREMENTS

3.03 CONTROL OF INSTALLATION

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

B. Comply with manufacturers' instructions, including each step in sequence, unless otherwise specified in the Contract Documents.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from the COR before proceeding.

D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Have Work performed by persons qualified to produce required and specified quality.

F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.

Facilities IDIQ 01 4000 - 2 QUALITY REQUIREMENTS

SECTION 01 4216 DEFINITIONS

1.01 SUMMARY

A. Other definitions are included in individual specification sections.

1.02 DEFINITIONS

A. Furnish: To supply, deliver, unload, and inspect for damage.

B. Install: To unpack, assemble, erect, apply, place, finish, cure, protect, clean, start up, and make ready for use.

C. Remove: To take away and dispose from government property.

D. Replace: To remove an existing item and substitute a like item in its approximate location.

E. Product: Material, machinery, components, equipment, fixtures, and systems forming the work result. Not materials or equipment used for preparation, fabrication, conveying, or erection and not incorporated into the work result. Products may be new, never before used, or re-used materials or equipment.

F. Provide: To furnish and install.

G. Supply: Same as Furnish.

PART 2 PRODUCTS - NOT USED PART 3

EXECUTION - NOT USED

Facilities IDIQ 01 4216 - 1 DEFINITIONS

SECTION 01 5000 TEMPORARY FACILITIES AND CONTROLS

1.01 TEMPORARY SANITARY FACILITIES

A. Provide and maintain required Porta Johns units. Provide at time of project mobilization.

B. Use of existing facilities within the recreation areas is permitted.

1. Availability may be affected by winter shut down of the recreation areas.

C. Maintain daily in clean and sanitary condition.

D. At end of construction, return facilities to same or better condition as originally found. Remove Porta Johns units.

1.02 TEMPORARY OVERNIGHT DWELLING

A. The Contractor, at no charge, may use designated campsites within certain campgrounds during the Contract period for workers to remain overnight on the job site. Sites shall be kept neat, clean and trash shall be picked up during use. Coordinate with COR prior to occupy any campsite.

1.03 BARRIERS

A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition.

B. Provide barricades and covered walkways required by governing authorities for public rights-ofway and for public access to existing building.

C. Protect non-owned vehicular traffic, stored materials, site, and structures from damage. PART 2

PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED

Facilities IDIQ 01 5000 - 1 TEMPORARY FACILITIES AND CONTROLS

SECTION 01 5500

VEHICULAR ACCESS AND PARKING PART 3

EXECUTION

1.01 ACCESS ROADS

A. Use of existing on-site streets for construction traffic is permitted.

1.02 PARKING

A. Use of designated areas of existing parking facilities by construction personnel is permitted.

1. COR will designate areas which can be utilized for stockpiling and storage.

1.03 CONSTRUCTION PARKING CONTROL

A. Control vehicular parking to prevent interference with public traffic and parking, access by emergency vehicles, and Owner's operations.

B. Prevent parking on non-designated areas.

Facilities IDIQ 01 5500 - 1 VEHICULAR ACCESS AND PARKING

SECTION 01 5713 TEMPORARY EROSION AND SEDIMENT CONTROL

1.01 SECTION INCLUDES

A. Prevention of erosion due to construction activities.

B. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities.

C. Restoration of areas eroded due to insufficient preventive measures.

1.02 PERFORMANCE REQUIREMENTS

A. Contractor shall control soil erosion and water pollution though the use of silt fences, hay bales or other approved erosion control methods as directed by the COR.

B. Timing: Put preventive measures in place as soon as possible after disturbance of surface cover and before precipitation occurs.

C. Storm Water Runoff: Control increased storm water runoff due to disturbance of surface cover due to construction activities for this project.

1 Prevent runoff into storm and sanitary sewer systems, including open drainage channels, in excess of actual capacity or amount allowed by authorities having jurisdiction, whichever is less.

2 Anticipate runoff volume due to the most extreme short term and 24-hour rainfall events that might occur in 25 years.

D. Erosion On Site: Minimize wind, water, and vehicular erosion of soil on project site due to construction activities for this project.

1 Control movement of sediment and soil from temporary stockpiles of soil.

2 Prevent development of ruts due to equipment and vehicular traffic.

3 If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to U.S.

Forest Service.

E. Erosion Off Site: Prevent erosion of soil and deposition of sediment on other properties caused by water leaving the project site due to construction activities for this project.

1 Prevent windblown soil from leaving the project site.

2 Prevent tracking of mud onto public roads outside site.

3 Prevent mud and sediment from flowing onto sidewalks and pavements.

4 If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to U.S.

F. Sedimentation of Waterways On Site: Prevent sedimentation of waterways on the project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary sewers.

1. If sedimentation occurs, install or correct preventive measures immediately at no cost to U.S. Forest Service; remove deposited sediments; comply with requirements of authorities having jurisdiction.

Facilities IDIQ 01 5713 - 1 TEMPORARY EROSION AND SEDIMENT CONTROL

2. If sediment basins are used as temporary preventive measures, pump dry and remove deposited sediment after each storm.

G. Sedimentation of Waterways Off Site: Prevent sedimentation of waterways off the project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary sewers.

1. If sedimentation occurs, install or correct preventive measures immediately at no cost to U.S. Forest Service; remove deposited sediments; comply with requirements of authorities having jurisdiction.

PART 2 PRODUCTS

2.01 MATERIALS

A. Mulch: Use one of the following:

1 Straw or hay.

2 Wood waste, chips, or bark.

B. Bales: Air dry, rectangular straw bales.

1 Cross Section: 14 by 18 inches (350 by 450 mm), minimum.

2 Bindings: Wire or string, around long dimension.

C. Bale Stakes: One of the following, minimum 3 feet (1 m) long:

1 Steel U- or T-section, with minimum mass of 1.33 lb per linear foot (1.98 kg per linear m).

2 Wood, 2 by 2 inches (50 by 50 mm) in cross section.

D. Silt Fence Fabric: Polypropylene geotextile resistant to common soil chemicals, mildew, and insects;

non-biodegradable; in longest lengths possible; fabric including seams with the following minimum average roll lengths:

1 Average Opening Size: 30 U.S. Std. Sieve (0.600 mm), maximum, when tested in accordance with ASTM D 4751.

2 Permittivity: 0.05 sec^-1, minimum, when tested in accordance with ASTM D 4491.

3 Ultraviolet Resistance: Retaining at least 70 percent of tensile strength, when tested in accordance with ASTM D 4355 after 500 hours exposure.

4 Tensile Strength: 100 lb-f (450 N), minimum, in cross-machine direction; 124 lb-f (550 N), minimum, in machine direction; when tested in accordance with ASTM D 4632.

5 Elongation: 15 to 30 percent, when tested in accordance with ASTM D 4632.

6 Tear Strength: 55 lb-f (245 N), minimum, when tested in accordance with ASTM D 4533.

7 Color: Manufacturer's standard, with embedment and fastener lines preprinted.

E. Silt Fence Posts: One of the following, minimum 5 feet (1500 mm) long:

PART 3 EXECUTION

3.01 EXAMINATION

A. Examine site and identify existing features that contribute to erosion resistance; maintain such existing features to greatest extent possible.

3.02 PREPARATION

A. Schedule work so that soil surfaces are left exposed for the minimum amount of time.

3.03 INSTALLATION

A. Silt Fences:

1. Store and handle fabric in accordance with ASTM D 4873.

Facilities IDIQ 01 5713 - 2 TEMPORARY EROSION AND SEDIMENT CONTROL

1 Where slope gradient is less than 3:1 or barriers will be in place less than 6 months, use nominal 16 inch

(405 mm) high barriers with minimum 36 inch (905 mm) long posts spaced at 6 feet (1830 mm) maximum, with fabric embedded at least 4 inches (100 mm) in ground.

2 Where slope gradient is steeper than 3:1 or barriers will be in place over 6 months, use nominal 28 inch (710 mm) high barriers, minimum 48 inch (1220 mm) long posts spaced at 6 feet (1830 mm) maximum, with fabric embedded at least 6 inches (150 mm) in ground.

3 Where slope gradient is steeper than 3:1 and vertical height of slope between barriers is more than 20 feet (6 m), use nominal 32 inch (810 mm) high barriers with woven wire reinforcement and steel posts spaced at 4 feet (1220 mm) maximum, with fabric embedded at least 6 inches (150 mm) in ground.

4 Install with top of fabric at nominal height and embedment as specified.

5 Do not splice fabric width; minimize splices in fabric length; splice at post only, overlapping at least 18 inches (460 mm), with extra post.

6 Wherever runoff will flow around end of barrier or over the top, provide temporary splash pad or other outlet protection; at such outlets in the run of the barrier, make barrier not more than 12 inches (300 mm) high with post spacing not more than 4 feet (1220 mm).

B. Straw Bale Rows:

1 Install bales in continuous rows with ends butting tightly, with one bale at each end of row turned uphill.

2 Install bales so that bindings are not in contact with the ground.

3 Embed bales at least 4 inches (100 mm) in the ground.

4 Anchor bales with at least two stakes per bale, driven at least 18 inches (450 mm) into the ground; drive first stake in each bale toward the previously placed bale to force bales together.

5 Fill gaps between ends of bales with loose straw wedged tightly.

6 Place soil excavated for trench against bales on the upslope side of the row, compacted.

3.04 MAINTENANCE

A. Inspect preventive measures weekly, within 24 hours after the end of any storm that produces

0.5 inches (13 mm) or more rainfall at the project site, and daily during prolonged rainfall.

B. Repair deficiencies immediately.

C. Silt Fences:

1 Promptly replace fabric that deteriorates unless need for fence has passed.

2 Remove silt deposits that exceed one-third of the height of the fence.

3 Repair fences that are undercut by runoff or otherwise damaged, whether by runoff or other causes.

D. Straw Bale Rows:

1 Promptly replace bales that fall apart or otherwise deteriorate unless need has passed.

2 Remove silt deposits that exceed one-half of the height of the bales.

3 Repair bale rows that are undercut by runoff or otherwise damaged, whether by runoff or other causes.

E. Place sediment in appropriate locations on site; do not remove from site.

3.05 CLEAN UP

A. Where removal of temporary measures would leave exposed soil, shape surface to an acceptable grade and finish to match adjacent ground surfaces.

Facilities IDIQ 01 5713 - 3 TEMPORARY EROSION AND SEDIMENT CONTROL

SECTION 01 6000 PRODUCT REQUIREMENTS

1.01 SUBMITTALS

A. Proposed Products List: Submit list of major products proposed for use, with name of manufacturer, trade name, and model number of each product.

1 Submit within 15 days after date of Notice to Proceed.

2 For products specified only by reference standards, list applicable reference standards.

B. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project.

C. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

D. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.

1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns.

PART 2 PRODUCTS

2.01 EXISTING PRODUCTS

A. Do not use materials and equipment removed from existing premises unless specifically required or permitted by the Contract Documents.

B. Unforeseen historic items encountered remain the property of the U.S. Forest Service; notify Forest Service promptly upon discovery; protect, remove, handle, and store as directed by

C. Existing materials and equipment indicated to be removed, but not to be re-used, relocated, reinstalled, delivered to the U.S. Forest Service, or otherwise indicated as to remain the property of the U.S.

Forest Service, become the property of the; remove from site.

D. Reused Products: Reused products include materials and equipment previously used in this or other construction, salvaged and refurbished as specified.

2.02 NEW PRODUCTS

A. Provide new products unless specifically required or permitted by the Contract Documents.

2.03 PRODUCT OPTIONS

A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description.

B. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed.

C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named.

PART 3 EXECUTION

3.01 SUBSTITUTION PROCEDURES

A. Instructions to Bidders specify time restrictions for submitting requests for substitutions during the bidding period. Comply with requirements specified in this section.

B. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents

Facilities IDIQ 01 6000 - 1 PRODUCT REQUIREMENTS

C. A request for substitution constitutes a representation that the submitter:

1 Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product.

2 Will provide the same warranty for the substitution as for the specified product.

3 Will coordinate installation and make changes to other Work that may be required for the Work to be complete with no additional cost to U.S. Forest Service.

4 Waives claims for additional costs or time extension that may subsequently become apparent.

D. Substitution Submittal Procedure:

1 Submit three copies of request for substitution for consideration. Limit each request to one proposed substitution.

2 Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. Burden of proof is on proposer.

3 The COR will notify in writing of decision to accept or reject request.

3.02 TRANSPORTATION AND HANDLING

A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials.

B. Transport and handle products in accordance with manufacturer's instructions.

C. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas.

D. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged.

E. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage.

F. Contractor is responsible for disposal of packing materials, such as wood pallets, off of government property.

3.03 STORAGE AND PROTECTION

A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication.

B. Store and protect products in accordance with manufacturers' instructions.

C. Store with seals and labels intact and legible.

D. For exterior storage of fabricated products, place on sloped supports above ground.

E. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products.

F. Prevent contact with material that may cause corrosion, discoloration, or staining.

G. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage.

H. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition.

Facilities IDIQ 01 6000 - 2 PRODUCT REQUIREMENTS

SECTION 01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS

1.01 PROJECT CONDITIONS

A. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations.

1. Outdoors: Limit conduct of especially noisy exterior work to the hours of 8 am to 6 pm. PART 2

PRODUCTS – NOT USED PART 3 EXECUTION

3.01 EXAMINATION

A. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over-ordering or misfabrication.

3.02 PREPARATION - NOT USED

3.03 GENERAL INSTALLATION REQUIREMENTS

A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement.

1. Refer to the COR for clarification of discrepancies.

B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated.

C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated.

D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated.

E. Make neat transitions between different surfaces, maintaining texture and appearance.

3.04 CUTTING AND PATCHING

A. Whenever possible, execute the work by methods that avoid cutting or patching.

B. Perform whatever cutting and patching is necessary to:

1 Complete the work.

2 Fit products together to integrate with other work.

3 Provide openings for penetration of mechanical, electrical, and other services.

4 Match work that has been cut to adjacent work.

5 Repair areas adjacent to cuts to required condition.

6 Repair new work damaged by subsequent work.

Facilities IDIQ 01 7000 - 1 EXECUTION AND CLOSEOUT REQUIREMENTS

1 Remove samples of installed work for testing when requested.

2 Remove and replace defective and non-conforming work.

C. Execute work by methods that avoid damage to other work and that will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition.

D. Employ original installer to perform cutting for weather exposed and moisture resistant elements, and sight exposed surfaces.

E. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval.

F. Restore work with new products in accordance with requirements of Contract Documents.

G. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.

H. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material in accordance with Section 07 8400 (by Reference only), to full thickness of the penetrated element.

I. Patching:

1 Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit.

2 Match color, texture, and appearance.

3 Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching work. If defects are due to condition of substrate, repair substrate prior to repairing finish.

3.05 PROGRESS CLEANING

A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition.

B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space.

C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust.

D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off-site; do not burn or bury.

3.06 PROTECTION OF INSTALLED WORK

A. Protect installed work from damage by construction operations.

B. Provide special protection where specified in individual specification sections.

C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage.

3.07 FINAL CLEANING

A. Use cleaning materials that are nonhazardous.

B. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned.

C. Clean site; sweep paved areas, rake clean landscaped surfaces.

D. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury.

Facilities IDIQ 01 7000 - 2 EXECUTION AND CLOSEOUT REQUIREMENTS

3.08 CLOSEOUT PROCEDURES

A. Make submittals that are required by governing or other authorities.

1. Provide copies to the COR.

B. Notify the COR when work is considered ready for Substantial Completion.

Facilities IDIQ 01 7000 - 3 EXECUTION AND CLOSEOUT REQUIREMENTS

SECTION 02 4100 DEMOLITION

1.01 SCOPE

A. Remove all items designated for removal or replacement off of Government property.

B. Remove other items indicated, for salvage, relocation, recycling,, and any other means in accordance to the Contract Documents.

C. Fill excavations, open pits, and holes in ground areas generated as result of removals, using specified fill;

compact fill as required so that required rough grade elevations do not subside within one year after completion.

D. All items designated for removal, except if noted, shall become the property of the Contractor.

1.02 GENERAL PROCEDURES AND PROJECT CONDITIONS

A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public.

1. Conduct operations to minimize effects on and interference with adjacent structures and occupants.

2. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations.

B. Protect existing structures and other elements that are not to be removed.

1. Stop work immediately if adjacent structures appear to be in danger.

1.03 EXISTING UTILITIES

A. There are existing utilities which service the Morganton Point Recreation Area and Lake Conasauga.

Contractor is responsible for calling before digging.

1.04 SELECTIVE DEMOLITION FOR ALTERATIONS

A. Remove existing work as indicated and as required to accomplish new work.

1.05 DEBRIS AND WASTE REMOVAL

A. Remove debris, junk, and trash from site.

B. Leave site in clean condition, ready for subsequent work.

C. Clean up spillage and wind-blown debris from public and private lands.

Facilities IDIQ 02 4100 - 1 DEMOLITION

SECTION 12 9300 SITE FURNISHINGS

A. All items designated for installation or replacement must be furnished by the Contractor, including any materials, hardware and fasteners needed for installation and security. All items designated for removal, except those specified by the Government, shall become property of the contractor and shall be removed off government lands.

B. See part 2 for specific work requirements by product.

C. Submittal is required for each product

PART 2 PRODUCTS

a. Bathroom Sink

Contractor to remove existing Bathroom Sinks and furnish and install new Bathroom Sinks in similar location per manufacturers’ instructions using existing plumbing. Contractor shall provide all materials and hardware necessary to install Bathroom Sinks per manufacturers’ instructions and as additionally required by the government to provide added security (i.e. wall anchoring). Bathroom Sinks and faucet shall be:

A) Manufacturer: KOHLER Chesapeake Wall-Mount Bathroom Sink in White B) Manufacturer: Glacier Bay Single Hole 1-Handle Low-Arc Bathroom Faucet in Chrome

Or approved similar

b. Mirrors

Contractor to remove existing mirros and furnish and install new mirros in similar location per manufacturers’ instructions. Contractor shall provide all materials and hardware necessary to install mirros per manufacturers’ instructions and as additionally required by the government to provide added security (i.e. wall anchoring). Mirrors shall be:

A) 20” x24” Chrome, wall mounted frameless mirror

c. Doors Contractor to remove existing wooden doors and frames and furnish and install new steel hollow core doors with frames. Contractor shall provide all materials and hardware necessary to install steel hollow core doors and frames.

A) Contractor is required to take measurements and get approval from COR for style and color prior to order the doors.

Facilities IDIQ 12 9300 - 1 SITE FURNISHINGS

d. Signs

Contractor to furnish and install (1) men sign and (1) women sign. Contractor shall provide all materials and hardware necessary to install signs.

A) Manufacturer: Utah Correctional Industries PO Box 850 Draper, Utah 84020 (801) 576-7700

e. Exterior Light Fixtures (Morganton Point only)

Contractor to remove existing exterior light fixtures and furnish and install new exterior light fixtures in similar location and similar in kind. Contractor shall provide all materials and hardware necessary to install fixtures.

A) Submittal is required.

f. Interior Light Fixtures

Contractor to remove existing interior light fixtures and furnish and install new interior light fixtures in similar location and similar in kind. Contractor shall provide all materials and hardware necessary to install fixtures.

A) Submittal is required.

g. Flushing Mechanism (Morganton Point only)

Contractor to remove existing flush toilet flushing mechanism in both men (including the urinal) and women and furnish and install new flushing mechanism in similar location per manufacturers’ instructions using existing plumbing. Contractor shall provide all materials and hardware necessary to install flushing mechanism per manufacturers instructions. Flushing mechanism shall be:

A) Manufacturer: Sloan 111 XL Regal Toilet Flush Valve (3080053) - Chrome

h. Partition Doors or set (walls and doors)

Contractor to remove existing door partitions in both men and women and furnish and install new door partitions in both men and women per manufacturers’ instructions. Contractor shall provide all materials and hardware necessary to install door partitions per manufacturers instructions. Door Partitions shall have the following specifications as minimum:

A) Solid Plastic, 5ft. Length, width as required, color to be coordinated with COR B) Submittal is required with color palette.

Facilities IDIQ 12 9300 - 2 SITE FURNISHINGS

SECTION 32 3200 EXTERIOR IMPROVEMENTS

A. All items designated for installation or replacement must be furnished by the Contractor, including any materials, hardware and fasteners needed for installation and security. All items designated for removal, except those specified by the Government, shall become property of the contractor and shall be removed off government lands.

B. See part 2 for specific work requirements by item.

PART 2 PRODUCTS

1.01 Asphalt removal (Morganton Point only)

Contractor to remove existing asphalt sidewalk around building.

1. Total approximate length and width shall be field verified by Contractor.

1.02 Minor Hot Asphalt Concrete (Side Walk) (Morganton Point only)

1. Contractor shall follow:

A. FP-03 Standard Specifications for Construction of Roads and Bridges on Federal Highways Projects

a. Section 404-Minor Hot Asphalt Concrete

b. Section 411 – Asphalt Prime Coat.

2. Contractor to asphalt sidewalk around the building except for one section that gravel has being spread.

Facilities IDIQ 32 3200 – 1 EXTERIOR IMPROVEMENTS