W911SA-17-B-2002_Attachment_1_Specifications.pdf

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Repair/Extend South End of Airport Runway at Fort McCoy, WI Airport
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W911SA-17-B-2002
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SPECIFICATIONS

Repair Runway 1-19

FORT MCCOY, WISCONSIN

PROJECT NO: W911SA-15-D-0016-0020

UFGS TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/15 SUMMARY OF WORK

01 30 00 08/15 ADMINISTRATIVE REQUIREMENTS

01 33 00 05/11 SUBMITTAL PROCEDURES

01 42 00 11/14 SOURCES FOR REFERENCE PUBLICATIONS

01 57 19 11/15 TEMPORARY ENVIRONMENTAL CONTROLS

DIVISION 03 - CONCRETE

03 30 00.00

10 05/14 CAST-IN-PLACE CONCRETE

Division 26 – Electrical

26 56 20.00 10 10/07 AIRFIELD AND HELIPORT LIGHTING AND VISUAL

NAVIGATION AIDS

DIVISION 31 - EARTHWORK

31 00 00 08/08 EARTHWORK

31 05 19 08/08 GEOTEXTILE

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 11.51 05/16 RUBBER AND PAINT REMOVAL FROM AIRFIELD PAVEMENTS

32 11 10 08/08 DRAINAGE LAYER

32 11 23 08/08 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE

COURSE

32 11 29 11/09 LIME-STABILIZED SUBGRADE

32 12 10 08/08 BITUMINOUS TACK AND PRIME COATS

32 12 15.13 11/15 HOT-MIX ASPHALT AIRFIELD PAVING

32 13 11 11/15 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER

HEAVY-DUTY PAVEMENTS

32 13 73 04/08 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS

32 17 23 08/16 PAVEMENT MARKINGS

32 92 19 10/06 SEEDING

End of Master Table of Contents –

APPENDIX A Geotechnical Report

APPENDIX B Safety Plan Compliance Document

Section 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes Repair of Runway 1-19: Pavement removal, excavation, lime stabilized base, aggregate base, hot mix asphalt pavement, concrete pavement, airfield electrical, pavement markings, turf establishment and incidental related work.

1.2.2 Location

The work is located at the Sparta – McCoy Airport, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.5 LOCATION OF UNDERGROUND UTILITIES

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 48 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.

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 or encased 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.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 72 hours prior to starting excavation work.

Section 01 11 00 Page 2

FORT MCCOY REQUIREMENTS

2.01 SUMMARY OF THE WORK

A. GENERAL

1. All construction debris shall be cleaned up daily.

2. Secure all tools and equipment offsite at the end of each work day.

B. REMOVAL WORK: Remove all items indicated on the drawings and in the specifications and dispose of off Post at the Contractor’s expense including but not limited to:

1. Waste soils

2. Electrical conduits, cable, and all electrical items designated for removal in the drawings.

C. NEW WORK: Contractor shall provide all labor, equipment, materials, transportation, and supervision necessary to perform the work under this contract including but not limited to:

1. Runway 1-19 construction including: earthwork, storm water considerations, paving, electrical, signing, and landscaping.

D. REPAIR WORK: Contractor shall repair any damages caused by this construction, including but not limited to;

1. Repair any existing construction which is damaged.

2. Repair any landscaping including trees, shrubs, flowers, and grass.

3. Repair vehicle ruts. Level the ruts, place topsoil, and seed the disturbed areas according to the specifications.

2.02 BUILDINGS

A. Existing buildings will not be occupied during the performance of the contract.

2.03 ABBREVIATIONS

A. “KO” = Contracting Officer.

B. “COR” = Contracting Officer’s Representative.

C. Industry Standard Abbreviations - See Section 01007.

2.04 TEMPORARY UTILITIES AND FACILITIES

A. General: This section is intended to include temporary utilities and temporary construction facilities to be provided by the Contractor unless otherwise stated below.

B. Temporary heating, cooling, and ventilation

1. Furnish, install, and maintain all temporary systems and equipment required to maintain specified or required environmental conditions during the progress of the work.

Section 01 11 00 Page 3

Remove upon completion of work at the expense of the Contractor.

2. Government provided electricity will not be used for heating.

C. Temporary Telephone Service

1. If the Contractor requires phone service for this project, the Contractor must contact the phone company business office:

Century Telephone 205 5th Avenue LaCrosse, Wisconsin 54601

(800) 872-4017

2. The Contractor shall pay for all telephone installation, maintenance, removal, and usage charges.

3. The Contractor is responsible for providing and paying for any and all subcontractor’s calls.

4. Existing telephones owned or rented by the Government will not be used by the Contractor under any circumstances.

D. Temporary Sanitary Facilities

1. The Contractor shall be responsible for providing and paying for temporary toilet and sanitary facilities. The Contractor shall pay rental fees and cleaning charges and shall remove the facilities when the project is completed.

2. The COR or Construction Inspector shall approve the site location for all temporary sanitary facilities.

3. Contractor shall maintain all such facilities used in a clean and sanitary condition.

E. Barriers and Fences

1. Contractor shall provide, install, maintain, and remove suitable barriers to prevent public entry and to protect the work site.

2. Such barriers shall be erected to provide a safety barrier around such portions of the project that could cause injury or destruction of property and to provide general security for the affected project site.

3. Materials to be used are at the Contractor’s option and expense.

4. Barriers and fence shall be posted with appropriate warning signs. Place warning signs at the construction area perimeter designating the presence of construction hazards requiring unauthorized persons to keep out. Signs must be placed on all sides of the project, with at least one sign every 300 feet. All points of entry shall have signs designating the construction site as a hard hat area.

5. Fencing shall be provided along the construction site at all open excavations and tunnels to control access by unauthorized people. Fencing must be installed to restrain a lateral force of at least 200 pounds.

Section 01 11 00 Page 4

F. Security

1. The Contractor shall provide all materials, labor, and equipment to protect the project site from theft and vandalism.

2. Existing Government buildings and facilities shall be protected by the Contractor during the contract when the work involves openings into existing Government buildings.

The degree of protection shall not be less than what currently exists.

3. The Contractor shall provide temporary doors, locks, and barricades to prevent unauthorized access to the construction site and existing buildings.

4. Storage of construction materials is at the risk of the Contractor.

G. Access Roads and Parking Areas

1. Contractor’s private vehicles shall be parked at locations designated by the COR.

2. All construction vehicles and Contractor’s private vehicles will be parked in an orderly manner at all times and will not block normal traffic in the area. Private vehicles belonging to the contract personnel will be parked in designated parking areas and in no case on grass areas, adjacent to buildings, or along streets.

3. Contractor is responsible for any snow removal required for access or site work.

H. Access and General Protection/Security Policy and Procedures

1. The contractor and all associated subcontractors’ employees shall provide all information required for background checks to meet installation access requirements to be accomplished by Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and /or local policy.

The contractor and all associated subcontractors’ employees shall also comply with adjudication standards and procedures using the National Crime Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation /facility access and local security policies and procedures (provided by government representative). In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes. The Government may require monthly participation in the Installation Random Antiterrorism Program.

I. Contractor’s Requiring Common Access Card (CAC)

Section 01 11 00 Page 5

1. Before CAC issuance, the contractor employee requires, at a minimum, a favorably adjudicated National Agency Check with Inquiries (NACI) or an equivalent or higher investigation in accordance with Army Directive 2014-05. The contractor employee will be issued a CAC only if duties involve one of the following: (1) Both physical access to a DOD facility and access, via logon, to DOD networks on-site or remotely; (2) Remote access, via logon, to a DOD network using DOD-approved remote access procedures; or (3) Physical access to multiple DOD facilities or multiple non- DOD federally controlled facilities on behalf of the DOD on a recurring basis for a period of 6 months or more. At the discretion of the sponsoring activity, an initial CAC may be issued based on a favorable review of the FBI fingerprint check and a successfully scheduled NACI.

J. Traffic Work

1. All work around or involving roadways, to include roadway excavations and utility crossings, will be conducted in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) – FHWA, Latest Edition.

2. The Contractor shall provide and ensure appropriate road closure and detour signs are established as necessary for traffic management. All road closures shall be coordinated with the Contracting Officer in advance. Road closures shall require a road closure plan showing the location of signage.

K. Waste Reporting

1. The Army has established the requirement for a 50% minimum diversion rate by weight of C&D waste from landfill disposal. In order to achieve those results the Contractor shall submit a solid waste management plan as a required submittal for projects costing over $100,000. At a minimum, the solid waste plan shall include the anticipated waste streams and disposal/recycling facilities. No work shall begin until the Contractor has an approved plan.

2. The Contractor shall submit reports to the Contracting Officer quantifying the total pounds of hazardous, universal, recycled, and non-regulated waste disposed of during the duration of the contract. Contractor shall also submit material(s) disposal location(s).

3. Reporting shall be specific to the month in which waste was disposed of and separated per waste type for Fort McCoy’s reporting requirements.

4. Reporting for recycled waste shall also be specific to how much revenue the Contractor received for each type of recycled material.

L. Refuse Disposal and Recycling

1. Provide all solid waste disposal associated with this contract, including but not limited to the container delivery, removal, and disposal fees. Items included under this section are all solid wastes as defined by Wisconsin

Section 01 11 00 Page 6

State Statute 289.01 (33). These items shall be disposed in a licensed sanitary landfill or recycling center in accordance with State of Wisconsin Administrative Code Chapter NR500 series.

2. The Contractor is allowed to use Fort McCoy recycling facilities for concrete, mixed paper, plastics (PETE#1 and HDPE#2), cardboard, trees/woody waste, metals, and aluminum cans. If materials are recycled at Fort McCoy, provide all labor and delivery to the designated recycling facilities.

Materials shall be weighed and weigh slips provided to the COR to receive credit toward the 50% requirement in “Waste Reporting” above. Materials not weighed can be delivered to the designated recycling facilities, but the material will not count toward the 50% waste reporting requirement.

3. Provide for the recycling of all other construction/demolition debris including drywall, lumber, reinforcing steel, piping, wiring, brick, plaster, wall board, roofing material, insulation, plumbing fixtures, doors, and windows to the greatest extent possible . Only utilize licensed recycling facilities.

4. Provide a certificate of recycling for universal waste as defined in Wisconsin Administrative Code Chapter NR600.

N. Material Sales

1. Materials shall not be stockpiled for sale purposes on Post.

2. Public advertised sales of materials will not be permitted on Post.

3. Prior arranged sale of materials may be permitted on Post.

2.05 QUALITY CONTROL

A. The Contractor is responsible for quality control and shall establish and maintain an effective quality control system in compliance with the Contract Clause titled “Inspection of Construction.” The Contractor Quality Control (CQC) Plan shall include, as a minimum, the following to cover all construction operations, both onsite and offsite, including work by subcontractors, fabricators, suppliers, and shall be keyed to the proposed construction sequence. The plan shall identify personnel, procedures, control, instructions, tests, records, and forms to be used. The site project superintendent is responsible for the quality of work on the job and is subject to removal by the Contracting Officer for non-compliance with the quality requirements specified in the contract.

B. All electrical work shall be supervised full time on site by a state certified journeyman electrician. All electrical work shall be overseen by a state certified Master electrician. Proof of certification is required.

C. All hazardous material abatement shall be supervised by a certified asbestos supervisor and a certified lead base paint supervisor.

2.06 APPLICABLE STANDARDS, GUIDES AND SPECIFICATIONS

Section 01 11 00 Page 7

A. References are made in these specifications to published codes, standards, and specifications of manufacturers’ societies, associations, and other standards. All referenced documents are included in this specification as if written in their entirety.

B. Where referenced documents are not specified by date, the latest edition published as of the bid or proposal request date shall apply.

2.07 DELIVERY AND STORAGE

A. Contractor shall ensure that any items which are stored at the site prior to installation are stored in an environment that will not cause rusting, warping, staining, or any physical breakage or damage.

B. All labor and equipment required for loading, unloading, transporting, and moving materials shall be provided by the Contractor.

C. Storage buildings will not be provided by the Government.

2.08 TRAILERS OR STORAGE BUILDINGS, INCLUDING OFFICE TRAILERS

A. Trailers or storage buildings will be permitted, where space is available, subject to the approval of the COR.

B. The trailers or buildings shall be in good condition, free from visible damage, rust, and deterioration, and meet all applicable safety requirements. Trailers shall be roadworthy and comply with all appropriate State and local vehicle requirements.

Failure to maintain storage trailers or buildings to these standards shall result in the removal of non-complying units at the Contractor's expense.

C. A sign not smaller than 2-feet by 2-feet shall be conspicuously placed on the trailer depicting the company name, business phone number, and emergency phone number.

D. Trailers shall be anchored to resist high winds and must meet applicable state and local standards for anchoring mobile trailers.

E. Provide metal or fiberglass skirting completely around office trailers within 30 days after placement of the trailer on the lot and after being approved by the COR.

F. Grass and weeds shall be cut weekly or as needed to a height not to exceed three inches. Trash shall be picked up and disposed of properly on a daily basis.

G. The Contractor shall be responsible for the installation and removal of all temporary utility connections at no cost to the Government.

2.09 STORAGE SITE

A. All stored materials shall be neatly stacked at all times.

B. Trash shall be picked up and properly disposed of on a daily basis.

C. Grass and weeds shall be cut on a regular basis to a height not to exceed three inches. In Cantonment, uncut height shall not

Section 01 11 00 Page 8 exceed 6 inches. Outside Cantonment, uncut height shall not exceed 12 inches.

D. Welding equipment shall be handled and stored in accordance with applicable regulations.

E. Fire extinguishers shall be provided where flammable liquids are stored.

2.10 SCHEDULING AND COORDINATING WORK

A. Contractor shall submit the proposed construction schedule, in accordance with the FAR clause entitled schedule for construction contracts. Attached to the construction schedule shall be a horizontal bar chart with a separate line for each major portion of work, identifying the first work day of each week. Distribute copies of the approved schedule to the project site file, subcontractors, suppliers, and other concerned parties.

1. The Contractor shall at the Pre-construction Conference or if no Pre-con is held, within 20 calendar days of award, prepare and submit their schedule in the form of a Gantt Chart for approval. This schedule shall show at a minimum critical path, float, owner of float, milestones, baseline, elements of work, and duration of each significant element of work. The submitted schedule shall be approved prior to beginning work.

2. The Contractor shall maintain the original schedule/Gantt Chart throughout the life of the project and show actual schedule achievement in tandem with the original schedule and shall update the approved schedule bi-weekly to display time gained or lost against the original schedule. If in the opinion of the Contracting Officer the Contractor falls behind the approved schedule, the Contractor shall take steps necessary to improve progress, including those steps that may be required by the Contracting Officer, without additional cost to the Government. The Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules in chart form as the Contracting Officer deems necessary to demonstrate how the approved increased effort shall regain the original schedule of progress. FAR 52.236-15

B. The Contractor shall be specifically responsible for the coordination of all phases of work under this contract within the approved construction schedule.

C. The Contractor may be required to allow Government personnel or other Contractors to carry out work within the work site. Such work will be scheduled and coordinated through the COR.

D. The Contractor shall provide a phone number and address where a key, and/or approval, to enter may be obtained for the work sites during the work day for times when the Contractor may not be at the work site.

E. The Contractor shall provide 10 working days notice for any utility outage. Outages shall be shown on the schedule provided.

Section 01 11 00 Page 9

Emergency utility outages shall be reviewed by the Contracting Officer/Inspector prior to utility outage. Expenses/damages caused by unscheduled or unapproved utility outages shall be chargeable to the Contractor.

2.11 WARRANTIES

A. All materials and workmanship shall be warranted by the Contractor for a period of not less than one year from the date of final acceptance by the Government, except when longer warranties are required from the Contractor as stated in each specification section.

B. For products and materials that are normally warranted by the manufacturer or supplier for more than one year, the Contractor shall provide the Government with a written warranty, or certification, indicating the manufacturer’s or supplier’s terms and conditions of the warranty.

PART 3 PRODUCTS

3.01 EXISTING MATERIALS

A. Materials to be demolished:

1. All materials identified to be demolished and removed from the existing facilities shall be the responsibility of the Contractor to remove completely from Fort McCoy.

B. Existing materials may only be reused/relocated as specifically allowed per the contract drawings and specifications.

3.02 NEW MATERIAL AND EQUIPMENT

A. Materials and equipment shall be essentially the standard products of a manufacturer regularly engaged in the manufacture of those products, shall meet the requirements of the specification, and shall essentially duplicate material and equipment that have been in satisfactory use.

B. All materials shall be of the latest type or model currently being produced by the manufacturer.

C. Seconds or otherwise substandard materials will not be allowed.

PART 4 EXECUTION

4.01 INSPECTION

A. The Contractor shall not begin successive phases of work until an inspection has been completed and the work is accepted by the COR. Notify the COR 48 hours prior to completing a phase requiring inspection.

1. Any work that will be covered by successive work must be inspected prior to performing successive work.

2. Work to be covered includes, but is not limited to, underground utilities, utilities located behind walls, and work located below finish floors.

Section 01 11 00 Page 10

B. When the contractor considers the work complete, submit written certification confirming:

1. Contract documents have been reviewed.

2. Project submittals have been completed.

3. Work has been inspected by the Contractor for compliance with the contract.

4. Work is complete and ready for final inspection.

5. Contractor shall provide a requested date for punch list inspection to the Contracting Officer, in writing, not less than 7 working days prior to the proposed date of inspection. Punch list inspections shall be scheduled and conducted to ensure compliance with the contract completion date.

C. The COR will coordinate with the members of the inspection party and establish the punch list inspection date.

1. Should the COR consider the work incomplete or defective, a written punch list will be provided to the Contractor from the Contracting Officer.

2. The Contractor will be given 10 calendar days, unless otherwise determined by the Contracting Officer, to remedy the stated deficiencies.

3. The Contractor shall provide a second written certification and request re-inspection to be scheduled not later than the 10 calendar days, unless otherwise determined by the Contracting Officer. This re-inspection shall also be completed during the contract performance period to be in accordance with the contract.

4. If any further re-inspections are required the Contractor may be charged the additional cost of the inspections.

5. Final acceptance of the work occurs upon the Contracting Officer’s acceptance of the work subsequent to successful final inspection by the COR and receipt of all contract requirements.

6. If final acceptance does not occur prior to the contract completion date, liquidated damages may be applicable in accordance with the liquidated damages clause.

D. If the Government requires beneficial occupancy of the facility prior to completion of the work by the Contractor, an inspection shall be conducted by the COR to determine the completed work, and either accept or document any work not complete. The Contractor will then complete the remaining work and correct any deficiencies.

4.02 ENVIRONMENTAL CONSIDERATIONS

A. Northern Long-Eared Bat

1. In May 2015, the Northern Long-Eared Bat (NLEB) was listed as a federally endangered species. As a result of this listing, tree removal is temporarily prohibited unless a

Section 01 11 00 Page 11 survey is conducted to determine if bats are present. Fort McCoy biologists will conduct these surveys. The contractor shall submit an Endangered Species Act Deconfliction Notification a minimum of 14 days prior to the scheduling of any tree clearing activities. The notification shall state: “This project is subject to the Endangered Species Act. Request that Fort McCoy, DPW, Natural Resources Branch approve the removal of trees as required by the project specifications.” At that point an evening survey will be scheduled to determine if bats are present. If no bats are observed, the Contractor will be required to remove the trees the following morning. If bats are observed, further consultation will be required with the U.S. Fish and Wildlife Service and the tree clearing will be delayed.

B. Invasive Species

1. Contractor shall document the washing of equipment prior to arrival on Fort McCoy and upon departure from the work site to control the spread of invasive species. Spotted knapweed, crown vetch, and garlic mustard are documented to be in, adjacent, or near the work site. Any fill material transported to the work site shall be free of invasive weeds and/or seeds to the greatest extent practical.

C. Oak Wilt Season

1. Contractor shall not perform tree removal during the oak wilt season (April 1 thru 31 July) for tree removal. If tree removal is required during oak wilt season any oak trees not scheduled for removal shall be protected from damage. If non-scheduled live trees are damaged, tree wound dressing shall be immediately applied to the damaged area. All trees and/or stumps that require removal shall be transported to the stump disposal site on South Post or removed from the installation.

4.03 OBJECTS AFFECTING NAVIGABLE AIRSPACE

A. FAA notification is required IAW CFR 14 part 77, Objects Affecting Navigable Airspace for the following:

1. Definition of Construction /Objects

a. Any object of natural growth, terrain, of permanent or temporary construction or alteration, including equipment or materials used therein, and apparatus of a permanent or temporary character.

b. Any alteration of any permanent or temporary existing structure by a change in its height (including appurtenances, or lateral dimensions, including equipment or materials used therein.

2. Any construction/object or alteration of more than 200 feet in height above the ground level at its site.

3. Any construction/object or alteration of greater height than an imaginary surface extending outward and upward at the following slopes:

Section 01 11 00 Page 12

a. 100 to 1 for a horizontal distance of 50,000 feet from the nearest point of the nearest runway of each airport with at least one runway more than 3,200 feet in actual length, excluding heliports.

b. 50 to 1 for a horizontal distance of 10,000 feet from the nearest point of the nearest runway of each airport with at least one runway more than 3,200 feet in actual length, excluding heliports.

c. 25 to 1 for a horizontal distance of 5,000 feet from the nearest point of the nearest landing and takeoff area of each heliport (helipad).

4. Notification to the Airfield is required in addition to FAA notification of any object of permanent or temporary construction or alteration, including equipment or materials used therein:

a. Greater than 25 feet in open areas (open areas are defined as an area that does not contain other objects within 300 feet).

b. 50 feet in all other areas.

5. Objects shall be marked/lighted when greater that the above criteria as follows:

a. A red beacon for nighttime (or inclement weather conditions)

b. Either a beacon or checkered flag for daytime.

6. Objects lowered below the above criteria during nighttime shall only require marking.]

4.04 CLEANING

A. During Construction:

1. The Contractor shall at all times keep the work area, including storage areas, free from accumulations of waste materials. Before completing the work, the Contractor shall remove from the work and premises, any rubbish, tools, scaffolding, equipment, and materials that are not the property of the government. Upon completing the work, the Contractor shall leave the work area in a fully cleaned, neat, and orderly condition, satisfactory to the Contracting Officer. FAR 52.236-12.

B. Dust Control

1. The amount of dust resulting from demolition or grading shall be controlled to prevent the spread of dust and to avoid creation of a nuisance in the surrounding areas. The use of water will not be permitted when it will create or result in hazardous or objectionable conditions such as ice, flooding, and pollution.

C. Final Cleaning

1. Final cleaning shall be performed and completed prior to punch list inspection.

Section 01 11 00 Page 13

2. Clean project site.

a. Sweep paved areas.

b. Rake clean other surfaces.

3. Remove waste and surplus materials, rubbish, and construction facilities from the project and from the site.

4.05 RECORD AND ASBUILT DRAWINGS

A. AsBuilt Drawings:

1. With red pencil or red ink, neatly inscribe all COR approved changes to show final locations and types of partitions, walls, doors, electrical, fire alarm system, communication system, plumbing, heating, ventilating, air conditioning services and equipment, and similar work.

2. With red pencil or red ink, neatly inscribe the location of all existing and new utilities. The locating may be accomplished by traditional survey methods or by global positioning system (GPS) satellite equipment supplemented by traditional methods where required. Include the size, material, and depth.

3. Contractor shall keep two sets of redlined Asbuilt drawings on the job site at all times during construction. One set shall be considered the contractor’s set and the other shall be the Government’s set. The Government set shall be submitted to the COR immediately upon completion of construction. The contractor’s set shall be used for CAD corrections and submittal of the Record Drawings.

B. Record Drawings:

1. Contractor will receive an original AutoCAD drawing package upon request from the COR. Contractor shall incorporate all redline Asbuilt changes made during the construction period that were authorized by the COR into the record AutoCAD files. All design documents shall be completed in accordance with the Fort McCoy CAD Standard. A copy of the Fort McCoy CAD Standard can be obtained from the COR.

2. The Record Drawings shall be submitted to the Government on compact disks (CD) in both DWG and PDF and full size hard copy formats. All design documents shall be completed in accordance with the Fort McCoy CAD Standard.

3. Prior to punch list inspection, present these corrected prints to the Government. Note all data and changes on these record drawings in sufficient detail and clarity and provide information necessary for the preparation of “Record Drawings” drawings. Submitted Record Drawings shall be marked “Record Drawing” and shall be submitted NLT 14 days prior to contract completion.

Not used.

-- End of Section --

100% Submittal

Section 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

15 CFR 772 Definition of Terms

15 CFR 773 Special Licensing Procedures

1.2 NOT USED

1.3 NOT USED

1.4 NOT USED

1.5 NOT USED

1.6 NOT USED

1.7 NOT USED

1.8 NOT USED

1.9 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

PART 2 CONTRACT CONSIDERATIONS

1.01 This contract shall have a scheduled completion date. The method of determining completion time shall be as follows:

Section 01 30 00 Page 2

ITEM ALLOTTED COMPLETION TIME

Total Project Performance Period 90 days

1.02 Liquidated damages will apply for this project. See the contract documents for more information.

PART 3 PRODUCTS

Not Used

PART 4 EXECUTION

Not Used

01300 - 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

1.1 SUMMARY

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor's Quality Control (CQC) System Manager to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as:

Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test beams; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby.

Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

Contractor shall complete the submittal register attached in Section 01300 Submittal Register.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

Submittals which are required prior to or the start of the next major phase of the construction on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

Quality Control(QC) plan

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Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

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Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, hazards and safety precautions.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.2.2 Approving Authority

Office or designated person authorized to approve submittal.

1.2.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, except those SD-01 Pre-Construction Submittals noted above, 01300 - 4 construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor QC approval. Submit the following in accordance with this section.

Submittal Register Construction Schedule; G

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.2 Government Approved (G)

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer. Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are considered to be "shop drawings."

1.4.3 For Information Only

Submittals not requiring Government approval will be for information only. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.5 NOT USED

1.6 NOT USED

1.7 NOT USED

1.8 NOT USED

1.9 VARIATIONS

Variations from contract requirements require both Designer of Record (DOR) and Government approval pursuant to contract Clause FAR 52.236- 21 and will be considered where advantageous to Government.

1.9.1 Considering Variations

Discussion with Contracting Officer prior to submission, after consulting with the DOR, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider

01300 - 5 submission of the variation as a Value Engineering Change Proposal

(VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.9.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings.

In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.9.3 Warranting that Variations are Compatible

When delivering a variation for approval, Contractor, including its Designer(s) of Record, warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.9.4 Review Schedule Extension

In addition to normal submittal review period, a period of 10 working days will be allowed for consideration by the Government of submittals with variations.

1.17 SUBMITTALS

The following paragraphs indicate the requirements for submittals by the Contractor. All items listed in the Schedule of Material Submittals shall be submitted in accordance with the following paragraphs.

A. At all times the Contractor remains responsible for ensuring that the work is performed in strict accordance with the contract requirements. The fact that a non-conforming submittal may be accepted and inadvertently approved by the Government does not, in any way, relieve the Contractor of this responsibility. Approval by the Contracting Officer shall not relieve the Contractor from responsibility for any errors or omissions in the submittals, nor from the responsibility of complying with the requirements of the contract, unless the variations have been described and approved in strict accordance with the procedures set forth in the Code of Federal Regulations, 48CFR 52.236-21, Specifications and Drawings for Construction clause, paragraph (f).

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B. Definitions

1. Submittal - General term that includes any item that is required to be provided by the Contractor to the Government to identify product descriptive literature, drawings, sketches, and schematics that indicate and show a fabrication or installation method or technique; or any other model or sample of actual items or methods to include product data sheets, shop drawings, or samples.

2. Product Data - Descriptive literature or data that describes the physical properties of a product or material item that the Contractor intends to use in doing the work. Such descriptive data should enable the Contracting Officer to verify that the intended item meets the necessary requirements of the specifications.

3. Shop Drawings - A sketch, drawing, or schematic that is prepared by or for the Contractor that illustrates or shows how certain products or material items will be assembled, installed, interconnected, or fabricated for this contract.

4. Sample - An actual piece of material, product, or equipment that the Contractor intends to furnish, use, or install on the project.

1.18 PRODUCT DATA

C. Preparation:

1. Clearly mark each copy to identify pertinent products or models.

2. Show performance characteristics and capacities.

3. Show dimensions and clearances required.

4. Show wiring or piping diagrams and controls.

5. Show any other information requested in the specification sections.

D. Modify drawings and diagrams to delete information that is not applicable to the work.

E. Supplement standard information to provide information specifically applicable to the work.

1.19 SHOP DRAWINGS

A. Drawings shall be presented in a clear and thorough manner.

B. Details shall be identified by reference to sheet, detail, schedule, and room numbers shown on the project drawings.

1.20 SAMPLES

A. Product samples shall be of sufficient size and quantity, unless a size is specified, to clearly illustrate:

1. Functional characteristics of the product with integrally related parts and attachment devices.

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2. Full range of color, texture, and pattern.

B. Field samples and mock-ups:

1. Fabricate each sample and mock-up complete and finished.

1.21 CONTRACTOR RESPONSIBILITIES

A. Review shop drawings, product data and samples prior to submission. All submittals shall be made through and approved by the General Contractor. Submittals will not be accepted directly from sub-contractors.

B. Determine and verify:

1. Field measurement.

2. Field construction criteria.

3. Catalog numbers and similar data.

4. Conformance with specifications.

C. Coordinate each submittal with the requirements of the work and of the Contract Documents.

1.22 SUBMISSION REQUIREMENTS

A. Make submittals promptly in accordance with the approved schedule in such sequence as to cause no delay in the work or in the work of any contractor.

B. Contractor shall develop a complete list of preconstruction and construction submittals. Contractor shall identify required submittals of the RFP and use the list to prepare the submittal register. The list may not be all inclusive and additional submittals may be required by other parts of the contract. The contractor must prepare a Submittal Register listing all submittals, in the format of the attached Schedule of Material Submittals. A preliminary Register is attached to the end of this section; the Designer of Record shall verify its completeness, and make any corrections, or additions required. The Submittal Register shall be submitted to the Contracting Officer for acceptance in accordance with the schedule below. Once accepted by the Government, the contractor shall input the Submittal Register into an Excel spreadsheet suitable for use by the contractor and Government. The approved/accepted Submittal Register will serve as a scheduling document for submittals and will be used to control submittal actions throughout the contract period.

The submit dates and need dates used in the submittal register shall be coordinated with dates in the Contractor prepared progress schedule. Updates to the submittal Register codes and actual dates shall be submitted monthly or until all submittals have been satisfactorily completed.

When the progress schedule is revised, the submittal register shall also be revised and both submitted for approval.

The contractor shall make submittals as required by the specifications. The contracting Officer may request

01300 - 8 submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals shall be the same as those used on the contract drawings, or required per the contract documents. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to submittal, all items shall be checked and approved by the Contractor’s Quality Control (CQC) system Manager and each CQC System Manager indicating action taken. Proposed deviations from the contract requirements shall be clearly identified.

C. Number of submittals required:

1. Shop Drawings: The Contractor shall submit complete shop drawings to demonstrate compliance with the contract drawings. The shop drawings shall include complete details for the installation of the work.

Submit one copy of shop drawings.

2. Product Data: Contractor shall receive approval by the COR on each submittal item prior to ordering or installing each item. Submit one copy of product data.

3. Samples: Submit the number stated in each specification section. Samples submitted will not be returned to the Contractor for incorporation into the project. Samples retained by the Government will be used for comparison of materials installed on site.

4. All submittals shall be sent directly to DPW either electronically (preferred method) or in paper copy, but not both. Please do not duplicate as this will cause for delays in the turnaround time of your submittals. There will be a box at the main entrance desk in Building 2171 for submittals. Electronic submissions shall be sent to: usarmy.mccoy.imcom-northeast.mail.dpw-inspections@mail.mil .

D. Submittals shall contain:

1. Transmittal cover sheet, ENG FORM 4025-R, Mar 2012.

2. The date of submission and the dates of any previous submissions.

3. The project title and number.

4. Contract identification.

5. The names of:

a. Contractor.

b. Supplier.

c. Manufacturer.

mailto:%20usarmy.mccoy.imcom-northeast.mail.dpw-inspections@mail.mil mailto:%20usarmy.mccoy.imcom-northeast.mail.dpw-inspections@mail.mil

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6. Identification of the product with the specification section number.

7. Field dimensions, clearly identified as such.

8. Applicable standards such as ASTM or Federal Specification numbers.

9. Identification of deviations from Contract Documents.

10. Identification of revisions on re-submittals.

E. Resubmission Requirements:

1. Make any corrections or changes in the submittals required by the COR and resubmit until approved.

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Section 01 33 00 Page 1

SECTION 01300

SCHEDULE OF…

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