09B2000 Specification Manual.pdf

MEAD & HUNT, INC.

Engineers - Architects - Scientists - Planners 6501 Watts Road, Suite 101 Madison, Wisconsin 53719-2700

(608) 273-6380 www.meadhunt.com

WISCONSIN

AIR

NATIONAL

GUARD

GENERAL MITCHELL IAP

Add Hydrant Refueling Outlet General Mitchell IAP (ANG) Milwaukee, Wisconsin

January 3, 2008

PROJECT MANUAL

Type B Final Project No. HTUV 059204 Mead & Hunt Project No. 23077-20-06014

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TECHNICAL SPECIFICATIONS

Add Hydrant Refueling Outlet

General Mitchell IAP (ANG) Milwaukee, Wisconsin

C Cover TC Table of Contents

DIVISION 1 - GENERAL REQUIREMENTS

01100 Summary 01162 Hazardous Material Usage Requirements 01310 Project Management and Coordination 01320 Construction Progress Documentation 01330 Submittal Procedures 01400 Quality Requirements 01420 References 01500 Temporary Facilities and Controls 01600 Product Requirements 01700 Execution Requirements 01731 Cutting and Patching 01732 Selective Demolition 01770 Closeout Procedures 01781 Project Record Documents 01782 Operation and Maintenance Data

DIVISION 2 – CIVIL/PAVEMENT

P-108 Locate and Protect Existing Circuits P-110 Method of Estimating Percentage of Material with Specification Limits (PWL) P-152 Excavation and Embankment P-154 Subbase Course P-158 Removing Miscellaneous Structures P-209 Crushed Aggregate Base Course P-210 Stabilized Drainage Layer P-501 Portland Cement Concrete Pavement P-605 Joint Sealant Filler P-620 Runway and Taxiway Painting P-630 Saw Cutting Bituminous/Concrete Pavement P-634 Traffic Control P-635 Geotextile Fabrics P-642 Maintenance and Repair of Haul Roads P-691 Drill and Place Concrete Dowels P-692 Construction Staking P-693 Pavement Markings P-694 Soil Sampling and Testing Services P-695 Petroleum-Impacted Material Management

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DIVISION 13 – SPECIAL CONSTRUCTION

13110 Cathodic Protection by Galvanic Anodes

DIVISION 15 – FUELING SYSTEMS

15050 Mechanical Equipment, Fueling 15060 Pipe, Manual Valves, and Fittings, Fuel System 15101 Control Valves, Fueling System 15899 System Start-up, Fueling System

DIVISION 16 – ELECTRICAL

16060 Grounding and Bonding

DIVISION 1

GENERAL REQUIREMENTS

01100 - 1 SUMMARY

SECTION 01100 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Use of premises.

3. Government’s occupancy requirements.

4. Work restrictions.

5. Specification standard formats and conventions.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: Add Hydrant Refueling Outlet, HTUV 059204

1. Project Location: 128th Air Refueling Wing, General Mitchell Field, Milwaukee, Wisconsin.

B. The Work includes the following:

1. Remove and replace existing concrete pavement.

2. Extend existing hydrant system consisting of the placement of new hydrant pit along with all required fuel piping, drainage piping, leak detection and valves required to make for a complete working unit.

C. Bid Options:

1. Contaminated Water Sampling and Lab Testing

2. Contaminated Water Treatment and Personnel

3. Contaminated Soil Hauling, Treatment and Disposal

D. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complimentary, and what is required by one shall be as binding as if required by all. Performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the intended results. The Contractor will understand that the work herein described shall be complete in every detail, not withstanding every item necessarily involved is not particularly mentioned and the Contractor shall be held to provide all labor and material for the entire work intended to be described.

E. The Contractor is responsible for construction means, methods, techniques, sequences, and procedures. The drawings are graphical in nature and intended to convey the scope of the work to be performed. The Contractor is responsible for

SUMMARY 01100 - 2

determining what is necessary to construct complete and functioning system as may reasonably be inferred from the Contract Documents

F. The Contractor is responsible for all staking, layout and validating existing inverts and grades required for all items of the project.

G. Any Specifications stating material to be tested by the Engineer, Government or Contracting Officer to be changed to Contractor. The Contractor is responsible for all testing required per specification. All testing to be performed by an Independent Laboratory approved by the Contracting Officer.

1.3 APPLICABLE STANDARDS AND SPECIFICATIONS

A. Division I - General Requirements and Covenants. In addition to the enclosed Division 1 and the Government documentation enclosed in this bid package, other applicable sections for this contract are the enclosed ‘Standard Specifications for Airport Construction’ and the Supplemental Specifications. The Government documentation being the governing reference. Completion and acceptance of the entire project will be as provided in the Contract Bid Schedule. All references to "Engineer" are changed to "Contracting Officer".

B. Division 2 is the source of specifications for all civil related bid items in this contract.

The source for these items are from the included State of Wisconsin D.O.T. Standard Specifications for Airport Construction 1998 Edition and Supplemental Specification.

C. Division 15 is the primary source of specifications for the items associated with the fueling equipment.

D. Additional references are made in the specifications to published standards and material requirements of manufacturers, societies and other standards. Where conflict does arise between referenced documents, the provision containing the most stringent requirement governs.

1.4 USE OF PREMISES

A. The project is on a closed Base and, as such, only those persons granted permission may enter. It is, therefore, required that control be exercised over Contractor personnel while working on the Base. To maintain this control, a listing of all Contractor personnel who will be working under the contract, must be submitted to the Contracting Officer ten working days prior to the start of work under the contract. The preferred method of providing this list is via email, to the contract administrator. The listing shall include, but not limited to: contract number, project number, employee name, photo identification, date of birth, driver’s license, and the estimated starting and ending date of each employee. Subsequent listings of all additions or deletions will be submitted as employees are hired or released.

01100 - 3 SUMMARY

B. During construction, the Contractor shall permit base personnel access to the facilities within the work area. The Contractor shall provide protection to persons and property throughout the progress of the work.

C. In the event of a declared National Emergency the Contracting Officer may be required to stop work on this contract for security reasons. Contractor shall ensure the Contracting Officer has a current “Off Duty” contact name and telephone number at all times to facilitate notification.

D. The Contractor shall inform all personnel working under his jurisdiction (including sub-contractor and visiting supplier personnel) that access to areas outside of the immediate work area excluding, direct haul and access routes, contracting and Civil Engineering offices and point of supply and storage is prohibited. Circulation of said personnel will be limited to official business only. Persons in violation of the above will be apprehended and appropriately disciplined.

1.5 GOVERNMENT’S OCCUPANCY REQUIREMENTS

A. Government Occupancy:

1. The Government shall have the right to take possession of or use any completed or partially completed part of the work. Before taking possession of or using any work, the Contracting Officer shall furnish the Contractor a list of items of work remaining to be performed or corrected on those portions of the work that the Government intends to take possession of or use. However, failure of the Contracting Officer to list any item of work shall not relieve the Contractor of responsibility for complying with the terms of the contract. The Government’s possession or use shall not be deemed an acceptance of any work under the contract.

2. While the Government has such possession or use, the Contractor shall be relieved of the responsibility for the loss of or damage to the work resulting from the Government’s possession or use, notwithstanding the terms of the clause in this contract entitled “Permits and Responsibilities.” If prior possession or use by the Government delays the progress of the work or causes additional expense to the Contractor, an equitable adjustment shall be made in the contract price or the time of completion, and the contract shall be modified in writing accordingly.

1.6 OPERATIONAL SAFETY

A. The Contractor must be aware of the necessity of providing for the safety of military, Base Operations, personnel and property as well as for the safety of his/her own work force.

Due to the location of this project, special security, Airport operations and contractor operations will be required throughout this project. All details will be discussed at the pre-bid meeting.

SUMMARY 01100 - 4

Contractor shall review additional information on “Construction Operations Plan” en-closed within the contract plan set.

B. Except for placement of barricades the Contractor shall not operate close to any active pavement areas or safety areas associated with active pavement areas.

The contractors personnel, equipment or materials shall not cross the red line located around the perimeter of the aircraft apron. This line will be shown to the contractors at the Pre-bid and Pre-Construction conferences.

C. On the first day of construction, a meeting will be held by the Contracting Officer to review proper procedures and to define points of ingress and egress. The Contractor must have his/her flagperson, foreperson and truck drivers and equipment operators in attendance.

D. The operation of all ground equipment (mobile or stationary), the placement of all materials, and the performance of all work upon and in the vicinity of all airfields shall be done in accordance with this clause. The requirements of this clause are in addition to any other safety requirements of this contract.

E. For the purposes of this clause, the following definitions shall apply.

1. Safety Area An area centered on the runway or taxiway which depicts an area to be clear and free of objects, except for objects that are placed within this area because of their function. All objects within this area are to be frangible or flush with the ground.

The runway safety area dimension, from centerline, equals 250 feet, and taxi-ways are 85.5 feet from corresponding taxiway centerlines.

2. Object Free Area An area centered on the runway centerline which requires the clearing of all objects protruding above the corresponding “Safety Area” elevation. Objects non-essential for air navigation or aircraft ground maneuvering purposes is not permitted within this area.

The runway object free area dimension, from centerline, equals 400 feet, and taxiways are 129.5 feet from corresponding taxiway centerlines.

3. Part 77 Primary Surface A surface centered on the runway centerline. The elevation of any point on the primary surface is the same as the elevation of the nearest point on the runway centerline.

The runway primary surface is 500 feet from runway centerline. At this point the surface continues upward and outward at right angles to the centerline at a slope of 7 horizontal to 1 vertical.

F. The Contractor shall report to the Government before initiating any work and shall notify them of proposed changes of locations and operations.

01100 - 5 SUMMARY

G. Neither the Contractors equipment nor personnel shall operate within 250' of the runway edge or 1000’ of any runway end, and within 80’ of an active taxiway edge or any area which may cause interference with navigational equipment without permission of the control tower, see paragraph J.

H. When it becomes necessary to close a taxiway or to change operations, the Contractor shall inform the Government 24 hours in advance of the change in operations.

I. The Contractor shall have a person on call 24 hours per day for emergency maintenance of airport hazard lighting and barricades so that any outage will be corrected within 2 hours from notification.

1. The Contractor shall furnish and place a continuous line of portable barricades across apron or taxiway to keep vehicles from entering active areas and to keep aircraft from taxiing into areas under construction. Care shall be exercised by the Contractor during construction adjacent to aprons and taxiways not to place barricades closer than the clear distances stated above. At night, barricades shall be equipped with red blinking lights. Barricades shall have alternating colors of International Orange and White. Red blinking lights shall be at least 5 candelas.

2. Barricades shall be as shown in the enclosed construction documents.

3. The Contractor may not close any active pavement area without giving the Government 24-hour prior notice.

J. Operations at General Mitchell Field are controlled by the FAA control tower. When a runway or taxiway is open to air traffic, the Contractor must obtain clearance from the tower before any of his/her personnel or equipment proceeds onto or across the area.

This will be accomplished by using a radio with frequency 121.8 MHz, furnished and operated by the Contractor. A radio-equipped flagperson shall be used to control ve-hicular traffic crossing active areas during hauling operations. A radio operations per-son shall be checked out and approved by Airport Operations personnel, prior to using radios.

1. The Contractor shall not place anything upon aircraft movement areas without authorization of the Government.

K. All Contractor vehicles operating in aircraft movement areas shall be identified by means of a flag on a staff attached to and flying above the vehicle. The flag shall be three feet square and shall consist of a checkered pattern of International Orange and White squares of one foot on each side (except that the flag may vary up to 10% from each of these dimensions).

1. Unless otherwise authorized by the Government, all other equipment and construction materials in aircraft movement areas shall be marked with red flags at least 20 inches square by day and with electric, battery-operated, red flasher lights by night.

2. Work shall be performed in such a manner as to leave aircraft movement areas free from hazards, holes, piles of material, and projecting shoulders that may cause damage to aircraft.

SUMMARY 01100 - 6

L. The Contractor shall place nothing upon the safety precaution areas without authoriza-tion of the Government.

1. Unless otherwise authorized by the Government, all materials in safety precaution areas shall be marked with red flags by day and with electric, battery-operated, red flasher lights by night.

2. All objects placed in safety precaution areas which project above the approach-departure clearance surface or above the transitional surface must be provided at night with a red light or red lantern.

M. The Contractor shall keep all paved surfaces, such as runways, taxiways, aprons, haul route and hardstands clean at all times and, specifically, free from small stones which might damage aircraft propellers or jet aircraft. Construction material or debris shall not be deposited on any portion of an operational runway, taxiway, or apron. The Contrac-tor will be required to have a vacuum sweeper at the project site at all times during con-struction operations. Should any debris be deposited accidentally on an operational surface, it shall be removed immediately and the surface shall be restored to its original condition. At the close of each work day, the Contractor shall leave the site in a condi-tion safe for the operation of aircraft. All paved surfaces shall be cleaned a minimum of once a day. Final cleaning of the pavement at the completion of the work shall be per-formed with a vacuum sweeper.

N. Equipment shall be governed by the safety provisions above. When not in operation, all mobile equipment shall be removed to locations approved by the Government at a dis-tance of at least 750 feet from the runway centerline and any additional distance neces-sary as directed by the Base Airfield Manager.

O. Only those trenches may be opened for which material is on hand and ready for placing therein. As soon as practicable after material has been placed and work approved, the trenches shall be backfilled and compacted as required by the contract. Meanwhile, all hazardous conditions shall be marked and lighted in accordance with the other provi-sions of this contract. The Contractor shall obtain a construction permit from the Base Civil Engineer prior to commencing work.

The Contractor will be responsible for provision of evenly graded transition, using base course material at the same grade as remaining pavement. The transition shall be no steeper than 10:1 slope.

P. Stockpiling of more materials than required for a single day's work will not be permitted within 750 feet of runway centerline and 200 feet of taxiway centerline. Stockpiled ma-terial shall be constrained in such a manner as to prevent movement as a result of air-craft blast or wind. Material shall not be stored near aircraft turning areas or movement areas.

Q. Open-flame welding or torch-cutting operations are prohibited unless adequate fire and safety precautions are provided and have been approved by the Contracting Officer and a permit has been issued by the Base Fire Chief.

R. The cost of furnishing, installing, and maintaining visible warning markers, flagmen and other safety devices described under these Special Provisions shall be considered inci-

01100 - 7 SUMMARY

dental to the Contract and no separate or additional payment will be made to the Con-tractor.

1.7 AIRFIELD SECURITY

A. In the interest of the 128th Air Refueling Wing, the Contractor's forces shall be readily identifiable. The Contractor will be required to certify at the Preconstruction Conference that he/she will observe and comply with Air National Guard standards for Air Field Operations.

B. Identification of the Contractor's forces by means of a hard hat with the Contractor's name or label on it, readily visible from a distance of 50 feet, will be acceptable.

Identification shall be as directed by the Base Civil Engineer and Airport personnel.

During special operations, Base operations may require the Contractor’s personnel to obtain and wear badges.

The requirement will be further discussed at the pre-bid conference.

1.8 WORK RESTRICTIONS

A. Normal base work hours for the Contractor will be between the hours of 7:15 AM thru 3:30 PM, excluding Saturdays, Sundays, and Federal Holidays. If the Contractor desires to work during periods other than above, he must notify the Contracting Officer three (3) working days in advance of his intention to work during other periods to allow assignment of additional inspection forces and for notification of fire, security and safety. When the Contracting Officer determines that they are reasonably available, he may authorize the Contractor to perform work during periods other than normal duty hours/days. However, if inspectors are required to perform in excess of their normal duty hours/days solely for the benefit of the Contractor, the actual cost of the inspection, at overtime rates, will be charged to the Contractor and will be deducted from the final payment of the Contract amount.

B. The following Federal legal Holidays are observed by this Base:

New Year's Day 1 January Martin Luther's King's Birthday Third Monday of January President's Day Third Monday of February Memorial Day Last Monday of May Independence Day 4 July Labor Day First Monday in September Columbus Day Second Monday in October Veteran's Day 11 November Thanksgiving Day Fourth Thursday in November Christmas Day 25 December

SUMMARY 01100 - 8

C. NOTE: Any of the above holidays falling on a Saturday will be observed the preceding Friday, holidays falling on a Sunday will be observed on the following Monday.

D. Prior to commencing work on the job initially, resumption of work after prolonged interruption (7 calendar days or more) commencement of any warranty work, and upon completion of warranty work, the Contractor must notify the Contracting Officer (or his/her Contracting Officer Representative). When relocating to new sites, returning to sites for follow-up work on a phased work plan, notification to the Contracting Officer’s Representative is sufficient. Notification should be by personal contact; however, advance notification may be by telephone, or in writing, and should be accomplished sufficiently in advance to allow scheduling of inspection forces. The above precautions are to ensure construction inspection and recording of work proceedings.

E. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by the Government and others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify COR not less than two days in advance of proposed utility interruptions.

2. Do not proceed with utility interruption without COR written permission.

1.9 SPECIFICATION FORMATS AND CONVENTIONS

A. The organization of the specifications into divisions, sections, and articles, and the arrangement of the drawings shall not control the Contractor in dividing the work among Subcontractor or in establishing the extent of the work to be performed by any trade.

B. Specification Format: The Specifications are organized into Divisions and Sections generally using the 16-division format and CSI/CSC's "MasterFormat" numbering system.

1. Section Identification: The Specifications use Section numbers and titles to help cross-referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete because all available Section numbers are not used. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of Sections in the Contract Documents.

2. Division 1: Sections in Division 1 govern the execution of the Work of all Sections in the Specifications.

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

1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural and plural words shall be

01100 - 9 SUMMARY

interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.

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

D. CO: Contracting Officer

E. COR: Contracting Officer’s Representative

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION

01162 - 1 HAZARDOUS MATERIAL

USAGE REQUIREMENTS

SECTION 01162 – HAZARDOUS MATERIAL USAGE REQUIREMENTS

PART 1 - GENERAL

1.1 DESCRIPTION

A. Conditions of the Contract and Division 1 apply to this Section.

1.2 HAZARDOUS MATERIAL USAGE

A. The contractor shall establish a Hazardous Material (HM) storage and distribution system when HM is to be used. All HM required to support the contract shall be reported to the Hazardous Material Pharmacy (HMP) using the Contractor HM Identification Form. The Contractor HM Identification Form will be provided to the Contractor at or prior to the Pre- Construction meeting. Additional HM needed by the contractor shall be identified to the Contracting Officer’s Representative (COR) for approval by the HMP. Reference Attachment 0162A.

B. The contractor planning to use HM for the work shall register with the base HMP prior to start of work in order to support the installation’s compliance with Executive Order 12856, Federal Compliance with the Right-To-Know Laws and Pollution Prevention Requirements.

C. The contractor shall maintain Contractor HM Identification Form for HM on the job site for inspection/verification.

D. The COR will verify that the HM identified to HMP is the only HM in use on the job site.

E. The contractor shall be responsible for the following items:

a. Provide a list of each material and quantity of material for all proposed Hazardous

Material (HM). HM shall be construed to mean any item that is:

1) A health hazard or physical hazard as defined in 29 CFR, 1910.1200(c).

2) Regulated in its disposal by EPA under 40 CFR.

3) Hazardous as defined by DOT regulations under 49 CFR.

4) Hazardous as defined by the Dangerous Goods Regulations of the International

Air Transport Association.

F. Provide a material safety data sheet (MSDS) for each item on the HM list.

G. The contractor shall establish a construction specific HM storage and issue location that fully complies with Federal, State and Local environmental regulations. Materials issued shall be tracked for quantities used. Unused materials shall be inventoried and removed from the ANG installation prior to close out of the contract or expiration date of the HM. Reports of materials delivered, used and removed from the installation shall be submitted to the COR monthly and prior to contract close-out.

H. The contractor shall comply with all Federal, State, and Local environmental.

HAZARDOUS MATERIAL 01162 - 2

I. The contractor shall accompany the Bio-environmental Engineering Representative (BEE) and the (COR) on project close-out inspection to ensure all used/unused HM is removed from the installation. This requirement shall not be a punch list item and must be accomplished prior to the Government accepting beneficial occupancy of the facility or construction item. Reference Attachment 0162B.

01162 - 3 HAZARDOUS MATERIAL

ATTACHMENT 01162A

Contractor Hazardous Material Identification Form

Part I Date

This part is to be completed by Contractor prior to the construction start date, and shall be maintained on the job site.

Contractor Company: (name) Proposed work term: (date) to (date) Contractor Point of Contact: (full name or names, phone/pager numbers, emergency 24 hour contact number etc.)

HM to be used:

MFG./Product

M.S.D.S.

Attached

Quantity Used

Disposal Procedures Use/Unused material removed from ANG installation

Note: This form is good for a one-month period and is to be submitted to the Hazardous Material Pharmacy. All Hazardous Material used thereafter will be identified to the Contracting Officer’s Representative for approval by the Hazardous Material Pharmacy. See Part II for Contractor close-out procedures. The Hazardous Material Pharmacy phone number is

(xxx) xxx-xxxx.

Approval Signatures:

COR (Contracting Officer Representative)

BEER (Bio-Environmental Engineering Representative)

EM (Environmental Manager)

SO (Safety Officer)

HAZARDOUS MATERIAL 01162 - 4

ATTACHMENT 01162B

Contractor Hazardous Material Identification Form Close-Out Procedures

Part II Date

Attach this form to Part I

The Contractor shall accompany the Contracting Officer Representative and Environmental Manager on the close-out inspection to ensure all used/unused HM was removed from the installation.

Closeout Approval Signatures:

COR (Contracting Officer Representative)

BEER (Bio-Environmental Engineering Representative)

EM (Environmental Manager)

Contractor

01310 - 1 PROJECT MANAGEMENT AND

COORDINATION

SECTION 01310 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

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

1. Coordination Drawings.

2. Administrative and supervisory personnel.

3. Project meetings.

1.2 COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work.

Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation.

B. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's Construction Schedule.

2. Preparation of the Schedule of Values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Startup and adjustment of systems.

8. Project closeout activities.

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

1. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work. Refer to other Sections for disposition of salvaged materials that are designated as Government property.

1.3 SUBMITTALS

A. Key Personnel Names: Within 15 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home and office telephone numbers.

PROJECT MANAGEMENT AND 01310 - 2

Provide names, addresses, and telephone numbers of individuals assigned as standbys in the absence of individuals assigned to Project.

1. Post copies of list in Project meeting room, in temporary field office, and by each temporary telephone. Keep list current at all times.

1.4 ADMINISTRATIVE AND SUPERVISORY PERSONNEL

A. General: In addition to Project superintendent, provide other administrative and supervisory personnel as required for proper performance of the Work.

1.5 PROJECT MEETINGS

A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated.

1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify COR of scheduled meeting dates and times.

2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.

3. Minutes: Record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including COR within three days of the meeting.

B. Preconstruction Conference: Comply with FAR 52.236-26.

C. Progress Meetings: Conduct progress meetings at weekly intervals.

1. Attendees: In addition to the COR, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of previous progress meeting.

Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.

a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's Construction Schedule.

Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

1) Review schedule for next period.

01310 - 3 PROJECT MANAGEMENT AND

b. Review present and future needs of each entity present, including the following:

1) Interface requirements.

2) Sequence of operations.

3) Status of submittals.

4) Deliveries.

5) Off-site fabrication.

6) Access.

7) Site utilization.

8) Temporary facilities and controls.

9) Work hours.

10) Hazards and risks.

11) Progress cleaning.

12) Quality and work standards.

13) Status of correction of deficient items.

14) Field observations.

15) Requests for interpretations (RFIs).

16) Status of proposal requests.

17) Pending changes.

18) Status of Change Orders.

19) Pending claims and disputes.

20) Documentation of information for payment requests.

3. Reporting: Distribute minutes of the meeting to each party present and to parties who should have been present.

a. Schedule Updating: Revise Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

01320 - 1 CONSTRUCTION PROGRESS

DOCUMENTATION

SECTION 01320 - CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

1. Contractor’s Construction Schedule.

2. Schedule of values.

3. List of subcontractors and material suppliers.

1.2 SUBMITTALS

A. List of Material Suppliers:

1. A List of Subcontractors and major material suppliers shall be submitted by the

Contractor within five (5) calendar days after award of contract.

B. Construction Schedule:

1. A construction progress schedule shall be submitted by the Contractor per FAR

52.236-15.

C. Schedule of Values:

1. Schedule of values shall be submitted within 15 days of notice to proceed and prior to first pay request.

PART 2 - PRODUCTS

2.1 CONTRACTOR’S CONSTRUCTION SCHEDULE

A. The schedule shall indicate the complete sequence of each construction category and each major category or unit of work to be performed. Work shall be properly sequenced and completed within the scheduled time for completion or substantial completion.

B. Format of the construction progress schedule shall be critical path method (CPM) using the arrow diagramming method representing each major category of work.

Arrangement shall be identical to the Schedule of Values.

C. The schedule shall be coordinated with all subcontractors and material suppliers prior to submission. The Contractor shall automatically update the schedule whenever there is a significant change in progress to either a particular phase or total job progress.

D. The schedule shall incorporate, as a separate line item for each section, and trade, shop drawings, product data, and sample submissions. Schedule shall indicate preparation time, approval time, resubmissions, fabrications and installation time.

CONSTRUCTION PROGRESS 01320 - 2

E. If contaminated soils are encountered during trench excavation per specification “Soil Remediation Sampling and Testing Services”, and work cannot continue at other areas of the project, contract time will be suspended until material can be remediated. (See specification mentioned for additional information).

2.2 SCHEDULE OF VALUES

A. The schedule shall show values allocated to various portions of the work. The schedule shall aggregate total contract sum.

B. The format of Schedule of Values shall be AIA Form G702/G703 or in another acceptable form.

C. Basic Schedule of Values shall bear a sworn, notarized statement by the Contractor attesting that the schedule is a true and accurate cost breakdown of the Contract Sum.

D. Each item in the schedule shall include its proper share of overhead and profit.

E. The schedule will be used as a basis for review of the Contractor's Application and Certificate for Payment. It shall accompany each pay application and shall have all spaces completed, reflecting work completed, materials stored, totals, percentages, balance to finish and retainages.

2.3 LIST OF SUBCONTRACTORS AND MATERIALS SUPPLIERS

A. The list shall be in order of applicable specifications sections and shall contain heading with contract number, project name, project number, and date. List shall be used later in preparation of the materials list.

B. The list shall be on the Contractor's standard letterhead paper.

C. Do not substitute suppliers or subcontractors after the list is accepted and approved.

PART 3 - EXECUTION

3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE

A. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule at each regularly scheduled progress meeting.

1. Distribution: Distribute copies of approved schedule to COR, and other parties identified by Contractor with a need-to-know schedule responsibility.

01320 - 3 CONSTRUCTION PROGRESS

01330 - 1 SUBMITTAL PROCEDURES

SECTION 01330 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.

B. Comply with FAR 52.236-21.

1.2 SUBMITTAL PROCEDURES

A. General: Electronic copies of CAD Drawings of the Contract Drawings will be provided by COR for Contractor's use in preparing submittals.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. COR reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

C. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Allow 21 days for review of each submittal. Allow additional time if coordination with subsequent submittals is required. COR will advise Contractor when a submittal being processed must be delayed for coordination.

D. Deviations: Specifically identify deviations from the Contract Documents on submittals.

E. Identification: Submittals must be accompanied by a completed copy of the Government form AF-3000. Copies of the required form will be distributed at the Pre- Construction Meeting.

SUBMITTAL PROCEDURES 01330 - 2

PART 2 - PRODUCTS

2.1 SUBMITTALS

A. General

1. Each subcontractor and other affected party shall submit to the Contractor, for review coordination and transmittal to the COR, all test results, shop drawings, product data, qualifications, certificates, warranties, and samples required.

B. Product Data – Material Certification (M)

1. Product data includes manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations and other standard descriptive data.

2. Compile data into one submittal for each unit of work or system. Clearly mark each copy to show choices and/or options applicable to this project. Include manufacturer's standard printed recommendations for application and use, compliance with standards, application of labels and seals, notation of field measurements, which have been checked, and special coordination requirements.

3. Modify data to delete information, which is not applicable to this project.

Supplement standard information to provide all additional information required.

Clearly mark each copy to identify pertinent materials, products, or models.

Show dimensions and clearances required. Show performance characteristics and capacities. Show wiring diagrams and controls.

4. Advertising brochures, which do not clearly describe product information, are not acceptable.

5. Submit six (6) copies of product data.

C. Shop Drawings (S)

1. Shop drawings include specially-prepared technical data for this project, including drawings, diagrams, performance curves, data sheets, schedules, templates, patterns, reports, calculations, instructions, measurements and similar information not in standard printed form for general application to several projects.

2. Drawings shall be to a scale sufficient to adequately illustrate scope of the work intended. For multiple products illustrated on the same sheet, clearly identify products intended for this project; mark out or identify non-applicable illustrations.

Show dimensions and identify those based on field measurements. Identify materials and products; prepare assembly drawings for individual components, which are intended to result in complete units.

3. Submit six (6) copies, size as required, one copy will be returned.

D. Samples

1. Physical samples shall be submitted for review and confirmation of color, pattern, texture and kind. Examples shall illustrate materials, equipment, or workmanship and will establish the standard by which completed work is judged.

01330 - 3 SUBMITTAL PROCEDURES

2. Submit two (2) samples of sufficient size and quality to clearly illustrate materials, functional characteristics of the product. Submit with integrally related parts and attachment devices.

3. Where colors, patterns, or textures are to be selected, the Contractor shall submit a full range of samples of the specified materials for all finishes, color, textures, patterns, and exposed pre-finished metals and wood.

4. Label or mark each sample with a generic description, source or product name and manufacturer, limitations, and compliance with standards.

E. Manufacturer's Certificates (M)

1. Submit two (2) copies of, in manufacturer's/supplier's standard format, written statement(s) attesting that the product or material conforms to, or exceeds, specified requirements. It shall be signed by an authorized officer of the company making the certification.

2. Submit concurrently with submittals where specified in technical specification sections.

F. Field Testing By Contractor (T)

1. The Contractor shall perform all materials testing and acceptance testing re-quired in the project specifications and the General Conditions.

2. Where specified tests by the Contractor require the services of a testing labora-tory, the cost of these services shall be included as part of the work of the Con-tractor.

3. If additional tests other than those specified are required of the Contractor by the Contracting Officer, all costs for the performance of these tests shall be borne by the Contracting Officer except as stipulated in Article G.4. following.

4. When any testing indicates unsatisfactory work, all costs for retesting and correc-tive measures shall be born by the Contractor.

5. If the contractor wishes to continue working within a particular area, the contrac-tor shall submit to the Contracting Officer, or Base Engineer required test re-sults, and approval of the results given before construction can commence in that particular area.

G. Tests By Independent Testing Laboratory (T)

1. Laboratory testing and inspection services for specified tests by the Contractor shall be performed by an independent testing laboratory selected by the Contractor and approved by the Contracting Officer. Submit the name of the proposed labora-tory to the Contracting Officer for approval.

The independent testing lab. shall be separate from the contractors lab, and joint use of equipment will not be permitted.

2. The Contractor shall:

SUBMITTAL PROCEDURES 01330 - 4

a. Make all materials to be tested available for testing at no cost.

b. Provide labor necessary to supply and prepare samples and assist in making tests.

c. Advise the laboratory of the identity of material sources and instruct suppliers to allow inspections by the laboratory.

3. The laboratory shall identify all material not in full conformance with the project specifications and promptly provide written reports, in triplicate to the Contracting Officer, covering each inspection and test.

4. Tests shall be conducted in accordance with the requirements of the specifications designated or, where not specified, the latest standards of the American Society for Testing and Materials (ASTM).

5. Required laboratory testing and inspection services applicable to this project are specified in individual sections of the project specifications.

H. Field Acceptance By Contracting Officer (FA)

1. The Contracting Officer will perform field acceptance tests as necessary to confirm the Contractor's tests or independent laboratory tests.

2. Testing by the Contracting Officer does not release the Contractor from field or laboratory testing requirements.

2.2 DELEGATED DESIGN

A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.

1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to COR.

B. Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other required submittals, submit a statement, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional.

1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services.

01330 - 5 SUBMITTAL PROCEDURES

PART 3 - EXECUTION

3.1 CONTRACTOR'S REVIEW

A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions.

Mark with approval stamp before submitting.

B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

3.2 COR’S ACTION

A. COR will not review submittals that do not bear Contractor's approval stamp and will return them without action. COR may not review or return submittals that are not required by the Contract Documents.

01400 - 1 QUALITY REQUIREMENTS

SECTION 01400 - QUALITY REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for quality assurance and quality control.

B. Testing and inspecting services are for the sole benefit of the Government and are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements.

1. Specific quality-assurance and -control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products.

2. Specified tests, inspections, and related actions do not limit Contractor's other quality-assurance and -control procedures that facilitate compliance with the Contract Document requirements.

3. Requirements for Contractor to provide quality-assurance and -control services required by the COR or authorities having jurisdiction are not limited by provisions of this Section.

1.2 DEFINITIONS

A. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements.

B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Services do not include contract enforcement activities performed by the COR.

C. Preconstruction Testing: Tests and inspections that are performed specifically for the Project before products and materials are incorporated into the Work to verify performance or compliance with specified criteria.

D. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with industry standards.

E. Source Quality-Control Testing: Tests and inspections that are performed at the source, i.e., plant, mill, factory, or shop.

QUALITY REQUIREMENTS 01400 - 2

F. Field Quality-Control Testing: Tests and inspections that are performed on-site for installation of the Work and for completed Work.

G. Testing Agency: An entity engaged to perform specific tests, inspections, or both.

Testing laboratory shall mean the same as testing agency.

H. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, and similar…