47110023_VTS_Milan_I-2_Restoration_Updated_Spec's_20161020.pdf

PROJECT MANUAL

15 June 2015

6/15/15

113 N Liberty

Jackson, Tennessee 38301

Tel (731) 421-8000

Fax (731) 421-8047

VTS Milan I – 2 Restoration ARNG #47110023 Lavinia, Tennessee Tennessee Army National Guard

Table of Contents 000000 - 1

Table of Contents

Division Section Title Pages

PROCUREMENT AND CONTRACTING DOCUMENTS GROUP

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

000115 LIST OF DRAWINGS 1

SPECIFICATIONS GROUP

General Requirements Subgroup

DIVISION 01 - GENERAL REQUIREMENTS

010500 FIELD ENGINEERING 2

011100 SUMMARY OF WORK 6

011220 PERMITS AND CLEARANCES 1

012113 CASH ALLOWANCES 3

012213 UNIT PRICES 2

012620 012900 013000 013119 013216 013300

WEATHER DELAYS

PAYMENT PROCEDURES

ADMINISTRATIVE REQUIREMENTS

PROJECT MEETINGS

CONSTRUCTION PROJECT SCHEDULE

SUBMITTAL PROCEDURES

014000 QUALITY CONTROL SERVICES 3

015000 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 4

016000 017329 017800

MATERIALS AND EQUIPMENT

CUTTING AND PATCHING

CLOSEOUT SUBMITTALS

Facility Construction Subgroup

DIVISION 02 – DEMOLITION

024119 SELECTIVE STRUCTURE DEMOLITION 7

DIVISION 03 – CONCRETE

030132 CONCRETE REHABILITATION 5

030500 BASIC CONCRETE MATERIALS AND METHODS 9

DIVISION 04 – MASONRY

040513 MORTAR AND MASONRY GROUT 5

042000 UNIT MASONRY ASSEMBLIES 9

Table of Contents 000000 - 2

DIVISION 05 – METALS

051200 STRUCTURAL STEEL 5

052100 STEEL JOISTS 9

053100 STEEL DECKING 5

055000 METAL FABRICATIONS 9

055100 METAL STAIRS 5

055213 PIPE AND TUBE RAILINGS 9

DIVISION 06 – WOODS

061000 ROUGH CARPENTRY 5

061140 WOOD BLOCKING 9

062000 FINISH CARPENTRY 9

064100 CUSTOM CABINETS 7

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

071113 BITUMINOUS DAMPPROOFING 9

072100 BUILDING INSULATION 4

072119 FOAMED-IN-PLACE INSULATION 4

075200 MODIFIED BITUMINOUS MEMBRANE ROOFING 4

076200 SHEET METAL FLASHING AND TRIM 4

077100 MANUFACTURED ROOF SPECIALTIES 4

077123 GUTTER AND DOWNSPOUTS 4

078400 FIRESTOPPING 4

079000 JOINT PROTECTION 4

079500 EXPANSION CONTROL 6

DIVISION 08 – OPENINGS

081113 STANDARD STEEL DOORS AND FRAMES 4

081416 FLUSH WOOD DOORS 4

084113 ALUMINUM ENTRANCES AND STOREFRONTS 4

087100 DOOR HARDWARE 4

088000 GLAZING 10

DIVISION 09 – FINISHES

090120 GYPSUM PLASTER REPAIR 4

092116 GYPSUM BOARD ASSEMBLIES 7

095100 SUSPENDED ACOUSTICAL CEILINGS 7

096500 RESILIENT FLOORING 7

096713 ELASTOMERIC LIQUID FLOORING 4

096723 RESINOUS FLOORING 4

096800 CARPETING 4

099000 PAINTS AND COATINGS 15

DIVISION 10 – FURNISHINGS

101400 SIGNAGE 4

Table of Contents 000000 - 3

102113 METAL TOILET COMPARTMENTS 4

102800 TOILET ACCESSORIES 6

104433 FIRE EXTINGUISHERS, CABINETS AND ACCESSORIES 3

DIVISION 12 - EQUIPMENT

122113 HORIZONTAL LOUVER BLINDS 3

DIVISION 13 - SPECIAL CONSTRUCTION

130541 SEISMIC RESTRAINT REQUIREMENTS FOR NON-STRUCTURAL

COMPONENTS

DIVISION 21 – FIRE SUPPRESSION

210100 FIRE PROTECTION GENERAL PROVISIONS 4

211313 AUTOMATIC SPRINKLER SYSTEMS 8

DIVISION 22 – PLUMBING

220100 PLUMBING GENERAL PROVISIONS 5

220719 PLUMBING INSULATION 4

221116 DOMESTIC WATER PIPING AND VALVES 5

221316 SANITARY WASTE AND VENT PIPING 4

221513 GENERAL SERVICE NATURAL GAS PIPING AND VALVES 5

224213 COMMERCIAL PLUMBING FIXTURES 3

227010 NATURAL/PROPANE GAS CONNECTION 1

DIVISION 23 – HEATING VENTILIATING AND AIR CONDITIONING

230100 GENERAL PROVISIONS OF HVAC SYSTEMS 6

230513 ELECTRIC MOTORS 2

230549 BASIC MATERIALS AND METHODS FOR HVAC 2

230593 TESTING, ADJUSTING, AND BALANCING 5

230710 INSULATION 3

232300 REFRIGERANT PIPING SYSTEM 2

233110 SHEET METAL DUCTWORK - LOW PRESSURE 3

233310 SHEET METAL SPECIALTIES 1

233430 CEILING CABINET EXHAUST FANS 2

237556 MULTI INDOOR UNIT VARIABLE REFRIGERANT FLOW SYSTEM 8

DIVISION 26 – ELECTRICAL

260100 GENERAL PROVISIONS FOR ELECTRICAL SYSTEMS 8

260501 ELECTRICAL DEMOLITION 2

260519 CONDUCTORS - 600 VOLT AND BELOW 2

260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 2

260534 RACEWAYS AND CONDUIT SYSTEMS 6

260537 OUTLET BOXES 2

262416 PANELBOARDS 2

262818 SAFETY SWITCHES 2

265100 INTERIOR LIGHTING AND LAMPS 4

265600 EXTERIOR LIGHTING AND LAMPS 2

Table of Contents 000000 - 4

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

283100 FIRE ALARM SYSTEM 15

END OF TABLE OF CONTENTS

List of Drawing Sheets 000115 - 1

DOCUMENT 000115

LIST OF DRAWING SHEETS

The drawings listed below accompanying this specification form a part of the contract.

GENERAL

COVER SHEET

G1.01 GENERAL DATA SHEET

ARCHITECTURAL

D1.01 D1.02 D1.02 D1.03 A1.01 A1.02 A1.02 A1.03 A1.04 A2.01 A3.01 A4.01 A5.01 A6.01 A6.02 A8.01

STRUCTURAL

S1.00 S1.01 S1.02

ELECTRICAL

E0.01 E1.01 E2.01 E3.01

MECHANICAL

M0.01 M0.02 M1.01 M2.01 M4.01 M5.01 M5.02

PLUMBING

P0.01 P1.01 P2.01 P3.01 P4.01

FIRE

PROTECTION

FP 2.01 FIRE PROTECTION NEW WORK

- - - END - - -

FIELD ENGINEERING 010500-1

SECTION 010500

FIELD ENGINEERING

PART 1 - GENERAL

1.1 DESCRIPTION OF WORK

Labor, material, equipment, and services necessary to provide field engineering services.

1.2 SUBMITTALS

Submit an “as-built” site plan and survey on compact disk at project completion for areas within contract work limits showing new contours, area drainage system, above ground and underground utilities, survey bench marks, building, gravel and concrete apron layout.

1.3 QUALITY ASSURANCE

Engage a qualified Surveyor to perform land surveying and project layout services required.

1.4 PREPARATION

A. Contractor shall be responsible for properly laying out the work and for lines and measurements for the work executed under the Contract Documents. Verify the figures, dimensions, and elevations shown on the Drawings before laying out the work, and report errors or inaccuracies in writing to the Contracting Officer’s Representative before commencing work. The Contracting Officer’s Representative or his representative will in no case assume the responsibility for laying out the work.

B. The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities and other construction. Prior to construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water service piping. Refer to Section 010100 “Summary” for requirements relative to unknown utility lines.

C. Existing Structures: Before commencing work, Contractor shall be responsible for verifying existing elevations and substrates for all work required to be constructed on or attached to existing structures. Report all errors or inaccuracies in writing to the Contracting Officer’s Representative.

1.5 PERFORMANCE

A. General: Contractor shall establish necessary reference lines and bench marks from which building lines and elevations shall be established. Engage a qualified land surveyor for this purpose of laying out the work. Establish not less than two such bench marks in widely separated locations. Be responsible for the proper location and level of the work and for the maintenance of the reference lines and bench marks. Establish bench marks, axis lines, and dimensional reference points as required for the information and guidance of all trades, for field checking of the structure and surveys thereof as may be required by the technical sections of the specifications, for the marking and layout of walls and partitions, and for the taking of settlement readings as hereinafter specified.

Advise entities engaged in construction activities of marked lines and levels provided for their use. As construction proceeds, check every major element for line, level, and plumb.

FIELD ENGINEERING 010500-2

B. Settlement Readings: Contractor shall take settlement readings of the work at a predetermined number of points selected by the Contracting Officer’s Representative.

Take readings weekly until the work is substantially completed or until such time as the Contracting Officer’s Representative directs. Record survey data and submit to the Contracting Officer’s Representative.

C. Surveyor’s Log: Maintain a surveyor’s log of control and other survey work. Make this log available for reference. Record deviations from required lines and levels, and advise the Contracting Officer’s Representative when deviations that exceed indicated or recognized tolerances are detected. On Project Record Drawings, record deviations that are accepted and not corrected. On completion of foundation walls, major site improvements, and other work requiring field engineering services, prepare a survey showing dimensions, locations, angles, and elevations of construction and sitework.

D. Site Improvements: Locate and lay out site improvements, including concrete pads and pavements, gravel pavements, stakes for grading, fill and topsoil placement, utility slopes and invert elevations by instrumentation and similar appropriate means.

E. Locate and lay out batter boards for structures, foundations, and control lines and levels required for electrical and other utility work.

F. Existing Utilities: Furnish information necessary to adjust, move, or relocate existing structures, utility poles, lines, services, or other appurtenances located in, or affected by construction. Coordinate with Contracting Officer’s Representative and training site commander.

END OF SECTION

Summary of Work Section 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 RELATED DOCUMENTS

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

1.02 SUBMITTALS

A. Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. A designation following the "G" designation, if used, will identify the office that will review the submittal for the Government. A designation of "AE" will be used for Designer of Record review and a designation of "COR" will be used for Contracting Officer's Representative review.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

1. SD-01 Preconstruction Submittals

a. Salvage Plan; G, COR

1.03 INTENT OF THE CONTRACT DOCUMENTS

A. If conflicts or discrepancies arise within or between any of the Contract Documents involving the quantity or quality of work required it is the intention of the Contract that the work of greater quality or quantity shown or specified be furnished. It is the responsibility of the Contractor to bring any such conflicts or discrepancies to the attention of the Contracting Officer so they may be clarified by addendum prior to the opening of bids.

B. Regardless of use of the word “all” in the Contract Documents, coverage is intended to be complete; except where partial coverage is specifically and expressly noted. In all cases where an item is referred to in the singular, it is intended that the reference apply to as many such items as are required to complete the work. Words such as “install,” “provide,” “furnish,” and “supply” will be construed as meaning complete unless otherwise modified by additional information.

1.04 WORK COVERED BY CONTRACT DOCUMENTS

A. The term “Work” includes, but is not limited to, all labor, workmanship, and manufacturing necessary to produce the construction required by the Contract Documents, and all materials and equipment incorporated in that construction in accordance with the accompanying project drawings and specifications, except for work which is expressly noted as not included in the Contract.

B. Project Identification

1. Project Number: 47130023

2. Project location: Lavinia, Tennessee

3. Owner: United States Property and Fiscal Office (USPFO)

Summary of Work Section 01 11 00 Page 2

4. Designer of Record: HFR Design, 113 N Liberty, Jackson, TN 38301.

C. Project Description

1. In general, the Project includes Approximately 15,900 square feet of interior renovations, and a 1,200 square foot addition to the existing 3 story historical building. Work will include metal stud and gypsum board partitions, suspended acoustical ceilings, doors and hardware, flooring, painting, restrooms with accessories, casework and associated mechanical, plumbing and electrical work.

D. Project Location

1. The work is located at VTS Milan, 325 Arsenal Lane, Lavinia, TN 38348-2686, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.05 PRODUCT OPTIONS AND SUBSTITUTIONS

A. Requests for substitutions will be submitted to the Contracting Officer in a suitable format approved by the same. Substitute products will not be ordered or installed without written approval or acceptance by the Contracting Officer. Contractor assumes all risk associated with premature ordering and installation of substitute products.

B. Specifically named manufacturers, products, systems, and descriptive characteristics used in the contract documents normally serve only to establish a level of quality and a performance standard. Unless specific restriction is placed upon an item in the specifications, the contractor may submit proposals for substitutions. The Government reserves the right to disallow substitutions. The Contractor assumes risk associated with possible rejection of proposals for substitution submitted during the life of the contract.

C. Delays caused by tardiness of the Contractor in preparing and forwarding submittals do not constitute an acceptable basis for consideration of substitute products. Delays due to factors that were in effect prior to project bidding do not constitute an acceptable basis for consideration of substitute products.

D. When a substitution is approved that does not conform to technical criteria specified in the Contract Documents the Government will be due the difference in material costs between the substitution and the most similar product that meets specifications of the Contract Documents.

E. When making requests for substitutions, the Contractor assumes the following responsibilities:

1. To have personally investigated the substitute product and determined it is equal or superior in all respects to that specified;

2. To provide the same warranty for the substitute product that the Contractor would for that specified;

3. To provide complete cost data, and waive all claims for additional costs related to substitution; and, Summary of Work Section 01 11 00 Page 3

4. To coordinate installation of the accepted substitute, making such changes as may be required for Work to be complete in all respects.

1.06 OCCUPANCY OF PREMISES

A. Building(s) will be occupied during performance of work under this Contract. Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

B. Existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer. Provide dust covers or protective enclosures to protect existing work that remains along with any Government material, equipment, furniture, and flooring located in the Project Site during the construction period. Relocate movable furniture approximately 6 feet away from the Contractor's working area as required to perform the work, protect the furniture, and replace the furniture in its original location[s] upon completion of the work. Leave attached equipment in place, and protect against damage, or temporarily disconnect, relocate, protect, and reinstall at the completion of the work. The Contractor is responsible for the full cost of replacement of soiled or damaged Government property including, but not limited to, that mentioned above.

C. Use of the Site

1. Limit use of the premises to work and circulation routes in areas indicated in the Contract Drawings. Confine operations to areas within limits indicated in the Contract. Do not disturb portions of the site beyond areas in which Work is indicated.

2. Allow for Government access and use of the building(s) and all adjacent buildings and areas. The Government will coordinate with the Contractor to allow access to the areas of Work per the approved construction schedule.

3. Keep driveways and entrances serving the premises clear and available to the Government, the Government’s employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site.

D. Partial Government Occupancy

1. The Government reserves the right to occupy and to place and install equipment in completed areas of the building and site prior to Substantial Completion, provided such occupancy does not interfere with completion of the Work. Such placing of equipment and partial occupancy will not constitute acceptance of the total Work.

2. The Government may occupy the building throughout the progress of the Work. The Government will vacate areas temporarily as necessary to allow progress of the Work in designated areas, then reoccupy those areas as the Contractor deems them complete.

1.07 EXISTING WORK

Summary of Work Section 01 11 00 Page 4

A. In addition to FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

1. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

2. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.08 UTILITY CUTOVERS AND INTERRUPTIONS

A. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in Section 01 30 00 for “Working Hours.”

B. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

C. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and any other identified by the Contracting Officer are considered utility cutovers pursuant to Section 01 30 00 for “Working Hours.”

1.09 LOCATION OF UNDERGROUND UTILITIES

A. The term “utilities” will be understood to include but not be limited to: water lines, gas lines, sanitary sewers, storm sewers, electric power lines, communication lines, and appurtenances such as: manholes, catch basins, fire hydrants, valves, junction boxes, and switches.

B. Permits

1. Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities. Contact local utility locating service a minimum of 72 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

C. Utilities Not Located by Local Utility Companies

1. Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

Summary of Work Section 01 11 00 Page 5

D. Notification Prior to Excavation

1. Notify the Contracting Officer at least 48 hours prior to starting any excavation work.

E. Unknown Utility Lines

1. In performing work under this Contract it is possible that unknown utility lines may be encountered. Such lines may have been or will be abandoned, may be inactive lines that are desired to be preserved for future use, or are active lines that will be preserved and either relocated or replaced.

2. If lines are found to have been abandoned, remove them to the extent necessary, as determined by the Contracting Officer, at no additional cost to the Government. If it is found desirable or necessary to preserve the lines, whether inactive or active, they will be capped off, relocated, or replaced, as directed by the Contracting Officer. If work associated with preserving the lines increases the quantity of work beyond that included in the Contract Documents, the Contract Amount will be equitably adjusted, by modification, in accordance with provisions of the Contract for changes in work.

1.10 CONCEALED MAN-MADE STRUCTURES

A. In performing work under this Contract it is possible that the Contractor may encounter concealed man-made structures or conditions not revealed in the Contract documents and not otherwise detectable by a reasonable inspection of the site.

Existing structures or conditions may have been or will be abandoned or may be desired to be preserved for future use.

B. Should such structures or conditions be encountered the Contractor will proceed at the direction of the Contracting Officer and either remove or preserve the structures depending on that direction. If complying with the Contracting Officer’s direction causes a change in the quantity of Work outside of that described in the Contract Documents, the Contract amount will be equitably adjusted, by modification, in accordance with provisions of the Contract for changes in work.

1.11 SALVAGE MATERIAL AND EQUIPMENT

A. Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within 5 miles of the construction site.

B. Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

(Not Used)

Summary of Work Section 01 11 00 Page 6

PART 3 EXECUTION

– END OF SECTION –

PERMITS AND CLEARANCES 011220-1

SECTION 011220

PERMITS AND CLEARANCES

PART 1 - GENERAL

1.1 GENERAL

The Contractor is responsible for obtaining all permits and clearances.

1.2 RESPONSIBILITY OF THE CONTRACTING OFFICER’S REPRESENTATIVE AND CONTRACTOR

A. The Contractor shall be held responsible for preparing all appropriate federal, state, or local permits and manifests or shipping paper to handle, dispose of, treat and/or transport as a minimum, but not limited to, any wastewaters generated or encountered, excavated soil, and tank and pipeline contents. The Contracting Officer’s Representative (COR) or his designee shall be responsible for any signatures.

B. The COR, training site commander or designee shall assist clearly marking all known utilities to be affected by construction at the site. The Contractor shall not excavate in any area until utilities have been flagged and marked. The flagging is approximate only.

The Contractor shall use all available measures to verify the actual field location of utilities including hand excavation and exploratory excavations.

C. The Contractor is required to provide the COR or designee with information on the names of all personnel including any Subcontractor(s) entering the installation, the purpose of the personnel at the installation, dates they shall be on the installation, and any other information required. The Contractor is solely responsible for all employees.

1.3 SUBMITTALS

The Contractor shall submit all necessary permits, manifests, and licenses to perform the work specified herein. The COR shall sign manifest forms and other forms as appropriate. The Contractor shall submit information to the COR or designee as specified above.

HFR Design 012113 - 1

CASH ALLOWANCES

SECTION 012113

CASH ALLOWANCES

PART 1 GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements governing allowances.

1. Certain items are specified in the Contract Documents by allowances. Allowances have been established in lieu of additional requirements and to defer selection of actual materials and equipment to a later date when additional information is available for evaluation. If necessary, additional requirements will be issued by Change Order.

B. Types of allowances may include the following:

1. Lump-sum allowances.

2. Unit-cost allowances.

1.2 COSTS INCLUDED IN ALLOWANCES

A. Net cost of product to Contractor or subcontractor, less applicable trade discounts.

B. Delivery to site.

C. Labor required under allowance only when specified to be included and listed as labor in Schedule of Allowances.

D. Applicable taxes.

1.3 CONTRACTOR COSTS INCLUDED IN CONTRACT SUM

A. Products handling at site including unloading, uncrating and storage.

B. Protection of products from elements and from damage.

C. Labor for installing and finishing except when installation is specified as part of allowance and listed as labor in Schedule of Allowances.

D. Other expenses required to complete installation.

E. Contractor's and subcontractors' overhead and profit.

F. Premiums for bonds and insurance, permit fees and directly attributable costs of supervision and field office personnel.

1.4 ARCHITECT/ENGINEER RESPONSIBILITIES

A. Consult with Contractor in consideration of products, suppliers and installers.

B. Select products, obtain Owner's written decision and transmit full information to Contractor:

1. Manufacturer, product, model or catalog number, accessories, attachments and finishes.

HFR Design 012113 - 2

2. Supplier and installer as applicable.

3. Cost to Contractor, delivered to site and installed.

1.5 CONTRACTOR RESPONSIBILITIES

A. Assist Architect/Engineer in determining qualified suppliers and installers; obtain proposals when requested.

B. Make appropriate recommendations for Architect/Engineer consideration.

C. Promptly notify Architect/Engineer of any reasonable objections against supplier.

D. On notification of selection execute purchase agreement with designated supplier.

E. Arrange for and process shop drawings, product data and samples.

F. Arrange for delivery. Promptly inspect products for completeness, damage and defects. Submit claims for transportation damage.

G. Install, adjust and finish products.

H. Provide warranties for products and installation.

I. Notify Architect/Engineer promptly of anticipated effect on construction schedule by selections under consideration.

J. Designate in construction progress schedule delivery dates for items specified under each allowance.

K. Decide quantities required where applicable.

L. Comply with referenced specification sections for installation.

M. Include in Contract Sum allowances stated in Contract Documents.

1.6 ADJUSTMENT OF COSTS

A. Whenever cost is more or less than allowance Contract Sum will be adjusted accordingly by Change Order, the amount of which will recognize changes, if any, in handling costs on site, labor, installation costs, overhead, profit and other expenses.

1.7 UNIT ALLOWANCES

A. Unit Cost Allowances: Change order amount will be difference between unit purchase amount and unit cost allowance, multiplied by final measure or count of work in place, including reasonable margins for applicable cutting losses, tolerances, mixing wastes, product imperfections and similar margins. Owner reserves right to establish final measure or count of work in place by independent quantity surveyor.

B. Unless otherwise indicated, Contractor's costs for receiving and handling at Project site, labor, installation, overhead and profit, and similar costs related to products and materials ordered by Owner under allowance shall be included as part of the Contract Sum and not part of the allowance.

HFR Design 012113 - 3

1.8 CONTINGENCY ALLOWANCES

A. Contingency Allowance: Use only as directed by Architect/Engineer upon issuance of a Change Order.

B. Contractor's overhead, profit, and related costs for products and equipment ordered by Owner under the contingency allowance are included in the allowance and are not part of the Contract Sum. These costs include delivery, installation, taxes, insurance, equipment rental, and similar costs.

C. Credit unused contingency allowance to Owner by appropriate Change Order at time of project closeout.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 SCHEDULE OF UNIT COST ALLOWANCES

A. Existing Door repair, $35 per door.

Unit Prices 012213 – 1

SECTION 012213

UNIT PRICES

PART 1 GENERAL

1.1 DEFINITION

A. Unit price is a price per unit of measurement for materials or services added to or deducted from the Contract Sum by appropriate modification, if estimated quantities of Work required by the Contract Documents are increased or decreased.

1.2 AUTHORITY

A. Measurement methods delineated in individual specification sections are intended to complement criteria in this section. In the event of conflict, requirements of individual specification section shall govern.

B. Take all measurements and compute quantities. Contracting Officer’s Representative will verify measurements and quantities.

1.3 UNIT QUANTITIES SPECIFIED

A. Quantities set forth in Bid Form are estimates. They are the basis on which bids will be compared and Contract Sum decided. Include Unit Price items in the Contract for Construction.

B. Payment will be made for Work actually done and measured. Owner reserves right to increase or decrease quantities indicated.

C. If actual Work requires more or fewer quantities than those quantities indicated, provide required quantities at unit sum/prices contracted.

D. Unit Prices for other Work are subject to negotiation between Owner and Contractor.

E. If cumulative adjustments fall below or exceed, or are expected to fall below or exceed, a cumulative twenty five percent (25%) of the Base Quantity, either party to the Contract may initiate renegotiation for a new unit price. Such a new unit price shall be made a part of the Contract by appropriate Modification, and will apply to adjustments which exceed a cumulative twenty five percent (25%) of the Base Quantity and have not already been made.

F. Final Contract Sum will be adjusted by Change Order to reflect actual quantities for Unit Price Items.

1.4 SUBMITTAL REQUIREMENTS

A. Submit data substantiating measurements of quantities in such detail as Contracting Officer’s Representative may require with Applications for Payment.

B. Contracting Officer’s Representative reserves right to check measurements of quantities of materials in place and to request further substantiating data from Contractor for purposes of confirming Contractor's Applications for Payment.

1.5 PAYMENT

A. Payment Includes: Full compensation for all required labor, products, tools, equipment, plant, transportation, services and incidentals; erection, application or installation of an item of Work;

Unit Prices 012213 – 2 overhead and profit, premiums for bonds and insurance, permit fees, taxes and directly attributable costs of supervision and field office personnel.

B. Final payment for Work governed by unit prices will be made on the basis of actual measurements and quantities accepted by Contracting Officer’s Representative multiplied by the unit sum/price for Work which is incorporated in or made necessary by Work.

1.6 DEFECT ASSESSMENT

A. Replace Work, or portions of Work, not conforming to specified requirements.

B. If, in the opinion of the Contracting Officer’s Representative, it is not practical to remove and replace Work, Contracting Officer’s Representative will direct one of the following remedies:

1. Defective Work may remain, but unit sum/price will be adjusted to a new sum/price at the discretion of the Contracting Officer’s Representative.

2. Defective Work will be partially repaired to the instructions of the Contracting Officer’s Representative and the unit sum/price will be adjusted to a new sum/price at the discretion of the Contracting Officer’s Representative.

C. Individual specification sections may modify these options or may identify a specific formula or percentage sum/price reduction.

D. The authority of the Contracting Officer’s Representative to assess the defect and identify payment adjustment, is final.

1.7 NON-PAYMENT FOR REJECTED PRODUCTS

A. Payment will not be made for any of the following:

1. Products wasted or disposed of in a manner that is not acceptable.

2. Products decided as unacceptable before or after placement.

3. Products not completely unloaded from the transporting vehicle.

4. Products placed beyond the lines and levels of required Work.

5. Products remaining on hand after completion of Work.

6. Loading, hauling and disposing of rejected Products.

1.8 SCHEDULE OF UNIT PRICE ITEMS

A. Item No. 1 – Repair of existing doors to remain to prevent sticking. Work includes planing, sanding, shimming. Provide an allowance of $35 per door for the work.

PART 2PRODUCTS

Not Used.

PART 3EXECUTION

Not Used.

Weather Delays Section 01 26 20 Page 1

SECTION 01 26 20

WEATHER DELAYS

PART 1 GENERAL

1.01 EXTENSION OF CONTRACT TIME

A. If the basis exists for an extension of time for adverse weather it may be granted only for the number of Weather Delay Days in excess of the number of days listed as the Standard Baseline for that month.

1.02 STANDARD BASELINE FOR AVERAGE CLIMATIC RANGE

A. The Government has reviewed weather data available from the National Oceanic and Atmospheric Administration (NOAA) and determined a Standard Baseline of average climatic range for the State of Tennessee.

B. Standard Baseline is defined as the normal number of calendar days for each month during which construction activity exposed to weather conditions is expected to be prevented and suspended by cause of adverse weather. Suspension of construction activity for the number of days each month as listed in the Standard Baseline is included in the Work and is not eligible for extension of Contract Time.

C. Standard Baseline is as follows:

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 12 11 8 7 7 6 7 5 4 5 6 11

1.03 ADVERSE WEATHER AND WEATHER DELAY DAYS

A. Adverse Weather is defined as the occurrence of one or more of the following conditions within a twenty-four (24) hour day that prevents construction activity exposed to weather conditions of access to the site:

1. Precipitation (rain, snow, or ice) in excess of one-tenth inch (0.10”) liquid measure;

2. Temperatures that do not rise above that required for the day’s construction activity, if such temperature requirement is specified or accepted as standard industry practice; and/or,

3. Sustained wind in excess of twenty-five (25) miles per hour (mph).

B. Adverse Weather may include, if appropriate, “dry-out” or “mud” days:

1. Resulting from precipitation days that occur beyond the standard baseline;

2. Only if there is a hindrance to site access or sitework and the Contractor has taken all reasonable accommodations to avoid such hindrance; and,

3. At a rate no greater than one (1) make-up day for each day or consecutive days of precipitation beyond the standard baseline that total one (1) inch or more, liquid measure, unless specifically recommended otherwise by the Contracting Officer.

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C. A Weather Delay Day may be counted if adverse weather prevents work on the project for fifty percent (50%) or more of the Contractor’s scheduled work day and critical path construction activities were included in the day’s schedule, including a weekend day or holiday if the Contractor has scheduled construction activity that day.

1.04 DOCUMENTATION AND SUBMITTALS

A. Include which and to what extent construction activities have been affected by adverse weather in daily jobsite work logs. Submit daily jobsite work logs in accordance with Section 01 30 00.

B. Submit actual weather data to support claim for time extension obtained from nearest NOAA weather station or other independently verified source approved by Contracting Officer at beginning of project.

C. Use Standard Baseline data provided in this section when documenting actual delays due to weather in excess of the average climatic range.

D. Organize claim and documentation to facilitate evaluation on a basis of calendar month periods, and submit to the Contracting Officer.

E. Contractor must install a rain gauge on-site and document daily weather conditions.

PART 2 PRODUCTS

(Not Used)

Payment Procedures Section 01 29 00 Page 1

SECTION 01 29 00

PAYMENT PROCEDURES

PART 1 GENERAL

1.01 RELATED DOCUMENTS

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

1.02 SUBMITTALS

A. Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. A designation following the "G" designation, if used, will identify the office that will review the submittal for the Government. A designation of "AE" will be used for Designer of Record review and a designation of "COR" will be used for Contracting Officer's Representative review.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

1. SD-01 Preconstruction Submittals

a. Schedule of Values; G, COR

b. Application and Certificate for Payment; G, COR

1.03 SCHEDULE OF VALUES

A. The information required for the Schedule of Values will be entered as an integral part of the Construction Progress Schedule. Within 15 calendar days of Notice of Award, prepare and deliver to the Contracting Officer a Schedule of Values as directed by the Contracting Officer. Provide a detailed breakdown of the Contract price, giving quantities for each of the various kinds of Work, Unit Prices, and Extended Prices. Costs shall be summarized and totals provided for each construction category. Costs will also be separated by Contract Line Item Number

(CLIN).

B. The form for Schedule of Values will be AIA Document G703 Continuation Sheet, or equivalent as approved by the Contracting Officer.

1. If the Work is divided into defined portions or “Phases,” intended to have distinct commencement, duration, or completion requirements, divide the allocation to correspond to the Phase within each Phase, subdivide the allocations as specified in the following Paragraphs.

2. Provide a single line item to account for mobilization and general administration, and fulfilling General Requirements.

3. If sitework is included, other than minor sitework incidental to a building or major structure, include sitework in single heading. Subdivide site utilities, roads and parking, and appurtenances according to general type within this division of construction activity.

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4. For each involved building or major structure, provide a separate group of line items corresponding to Divisions and Sections of the Specifications. Further subdivide as desired, but maintain a distinct and identifiable correspondence to this allocation.

5. Account for Unit Prices and Allowances with a line item for each, until incorporating each into the appropriate allocations for the final statement of accounting.

6. Account for Modifications with a line item for each, until incorporating each into the appropriate allocations for the final statement of accounting.

C. Payments will not be made until the Schedule of Values has been submitted to and accepted by the Contracting Officer. Identify the cost for site work, and include incidental work to the 5 ft. line. Identify costs for the building(s), and include work out to the 5 ft. line. Work out to the 5 ft. line shall include construction encompassed within a theoretical line 5 ft. from the face of exterior walls and shall include attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 ft. line.

1.04 REAL PROPERTY ASSETS

A. The Government will provide a Draft DD Form 1354 Transfer and Acceptance of Military Real Property, filled in with the appropriate Real Property Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract. The Contractor will meet with the Contracting Officer during the Pre-Construction Conference and the Project Closeout Meetings to modify and include any necessary changes to the DD Form 1354. The Contractor will provide the Interim DD Form 1354 that uses the appropriate division of the RPUIDs/ Category Codes to represent the final constructed facility and include all associated cost. Coordinate the Contractor's Price and Payment structure with the structure of the RPUIDs/ Category Codes.

B. Divide detailed asset breakdown into the RPUIDs and related construction Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category Code. Assets and related RPUID/ Category Codes may be modified by the Contracting Officer as necessary during course of the Work.

C. Cost data accumulated under this section are required in the preparation of DD Form 1354.

1.05 CONTRACTOR’S INVOICE AND CONTRACT PERFORMANCE STATEMENT

A. Content of Invoices

1. Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27, Prompt Payment Construction Contracts and FAR 52.232-5, Payments Under Fixed-Price Construction Contracts. Requests for payment will include the documents listed below:

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a. Contractor's invoice, on AIA Document G702 Application and Certificate for Payment, or equivalent as approved by the Contracting Officer. Application and Certificate for Payment will bear certification by Quality Control (QC) Manager as required by the contract.

b. AIA Document G703 Continuation Sheet itemized with the Contract Line Item Numbers (CLINs) and values of the Schedule of Values accepted by the Contracting Officer, and values and percentages for each line item.

c. Updated Construction Progress Schedule and reports required by the contract.

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

g. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

B. Submission of Invoices

1. Documents listed in paragraph Content of Invoice will be provided in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is 2MB, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction it will be provided as instructed by the Contracting Officer.

C. Final Invoice

1. A final invoice will be accompanied by the Contractor's Final Release on AIA Document G706, Affidavit of Payment of Debts and Claims, or equal as approved by the Contracting Officer. If the Contractor is incorporated, the Final Release will contain the corporate seal. An officer of the corporation will sign and the corporate secretary will certify the Final Release.

2. Final invoice will also be accompanied by a Consent of Surety Company to Final Payment, using AIA Document G707, or equivalent as approved by the Contracting Officer.

3. For final invoices being submitted via WAWF, the original Contractor's Final Release Forms must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Forms have been confirmed by the Contracting Officer, the Contractor will then submit final invoice and attach a copy of the Final Release Form in

WAWF.

4. Final invoices not accompanied by the Contractor's Final Release will be considered incomplete and will be returned to the Contractor.

1.06 PAYMENTS TO THE CONTRACTOR

A. Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for

Payment Procedures Section 01 29 00 Page 4 overpayments or increase for underpayments made on previous payments to the Contractor.

B. Obligation of Government Payments

1. The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and/or suspensions permitted under the FAR and agency regulations including the following in accordance with "FAR 32.503-6:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to provide up to date record drawings not current as stated in

Contract Clause "FAC 5252.236-9310, Record Drawings."

C. Payment for Onsite and Offsite Materials

1. Progress payments may be made to the contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings, precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation will be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Schedule of Values requirement of this contract. Requests for progress payment consideration for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation will be stored either in the Continental United States. Other locations are subject to written approval by the Contracting Officer.

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Administrative Requirements Section 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 RELATED DOCUMENTS

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

1.02 SUBMITTALS

A. Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. A designation following the "G" designation, if used, will identify the office that will review the submittal for the Government. A designation of "AE" will be used for Designer of Record review and a designation of "COR" will be used for Contracting Officer's Representative review.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

1. SD-01 Preconstruction Submittals

a. Progress and Completion Pictures; G, COR

b. List of Principal Staff Assignments; G, COR

c. Project Manager Qualifications; G, COR

d. Superintendent Qualifications; G, COR

e. Daily Jobsite Logs; G, COR

f. Visitor Logs; G, COR

1.03 PROGRESS AND COMPLETION PICTURES

A. Photographically document site conditions prior to start of construction operations.

Provide daily, in accordance with Article for “Daily Jobsite Logs,” and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color 300 DPI minimum resolution in JPEG file format showing the sequence and progress of work.

B. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice one set of digital photographs on a compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location. Include a date designator in file names (e.g., Bldg I-2_Rm101_12Dec2016). Photographs provided are for unrestricted use by the Government.

1.04 SUPERVISION

A. Minimum Communication Requirements

1. Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality

Administrative Requirements Section 01 30 00 Page 2

Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

B. Principal Staff Assignments

1. Submit to the Contracting officer within ten (10) days of Contract award, a list of principal staff assignments, including the Project Manager, Project Superintendent, and other personnel in attendance at the Project site.