(11)_Technical_Specifications.PDF

REPAIR SPRINKLERS VARIOUS WAREHOUSES

Specifications

June, 2014

Defense Distribution Susquehanna, PA New Cumberland, PA 17070

SPECIFICATION INDEX

DIVISION 01 – GENERAL REQUIREMENTS

Section 01011 Special Requirements Section 01140 Work Restrictions Section 01320 Project Schedule Section 01330 Submittal Procedures Section 01451 Contractor Quality Control Section 01500 Temporary Construction Facilities Section 01525 Safety and Occupational Health Requirements Section 01575 Temporary Environmental Controls Section 01780 Project Closeout

DIVISION 02 – SITE WORK

Section 02076 Milling of Bituminous Pavement Surface Section 02100 Site Preparation Section 02151 Shoring Section 02220 Demolition Section 02221 Trenching Section 02230 Excavation, Backfilling and Compaction for Pavements Section 02300 Earthwork Section 02480 Seeding and Landscaping Section 02500 Paving and Surfacing Section 02713 Water Main

DIVISION 07 – THERMAL and MOISTURE PROTECTION

Section 07840 Firestopping Section 07920 Joint Sealants

DIVISION 09 – FINISHES

Section 09900 Paints and Coatings

DIVISION 10 – SPECIALTIES

Section 10450 Fire Sprinkler System Signage

SPECIFICATION INDEX (Continued)

DIVISION 13 – SPECIAL CONSTRUCTION

Section 13851 Fire Detection and Alarm System, Addressable Section 13940 Wet and Dry Pipe Sprinkler Systems Section 13950 Fire Sprinkler System Repairs

SECTION 01011

SPECIAL REQUIREMENTS

SECTION 01011 Page 1

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes the project described in the Request for Proposal, task order and incidental related work.

1.1.2 Location

The work shall be located at the Defense Distribution Depot Susquehanna, New Cumberland, Pennsylvania, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 SUBMITTALS

Government approval is required for the submittals with a "G" designation; submittals without a "G" designation are for information only. The following shall be submitted in accordance with Section 01330 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

• List of Schedule of Values; G

• List of Recycled Materials to be used on the project

SD-11 Closeout Submittals

• Dollar Value and Content of Recycled Materials; G

1.3 EXISTING WORK

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

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

1.3.2 Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer.

At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.4 LOCATION OF UNDERGROUND FACILITIES

Scan the construction site with electromagnetic or sonic equipment and mark the surface of the ground or paved surface where existing underground utilities are discovered.

Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated or discovered using scanning in

SECTION 01011 Page 2 locations to be traversed by piping, ducts, and other work to be conducted or installed.

Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 3 working days prior to starting excavation work. Contact PA One Call 1-800-242-1776 three working days prior to excavating.

Contractor is responsible for marking all utilities not marked by the utility owners.

1.5 PROJECT PHASING PLAN

1.5.1 Electrical Outages – Potential electrical outages that cause the entire Warehouse and or Administrative office area to shut-down must occur on weekends and in accordance with specifications. Coordination with Contracting Office’s Representative (COR) must be approved in advance. Contractor to submit requests as soon as possible and provide alternate dates to accommodate critical base functions.

1.5.2 Sprinkler system – Shut-downs must occur during periods approved by the specifications and Fire Marshall.

1.6 ENVIRONMENTAL PROTECTION

1.6.1 Solid, Liquid and Gaseous Contaminants

The Contractor shall be responsible for the proper disposal of all solid, liquid and gaseous contaminants in accordance with all local codes and regulations, together with the following requirements:

1.6.1.1 Discharge gaseous contaminants so that they will be sufficiently diluted with fresh air to reduce the toxicity to an acceptable level.

1.6.1.2 Liquid contaminants may, subject to local utility standards, be diluted with water to a level of quality acceptable in the local sewer system, or shall be disposed of in approved vessels at approved sites.

1.6.2 Disposal of Refuse

Refuse shall be disposed of off site and in accordance with local, state and federal regulations.

1.6.3 Covered Chutes

All chutes for refuse, and the like, shall be covered or of such a design to fully confine the material to prevent the dissemination of dust.

1.7 CONSTRUCTION SITE MAINTENANCE

SECTION 01011 Page 3

All supplies and equipment on the project site shall be stored so as to preclude mechanical and climatic damage. The project site shall be maintained in a neat and orderly manner.

1.8 NOISE CONTROL

The Contractor shall comply with all applicable state and local laws, ordinances and regulations relative to noise control.

1.9 SECURITY

The Contractor shall provide adequate protection for all parts of the building wherever work under this contract is performed.

1.9.1 Cameras

Possession or use of cameras on Government property is forbidden without prior written approval by the Security Officer or his designated representative. Requests for possession and/or use of cameras on Government property shall be in writing to the Security Office via the Contracting Officer and contain sufficient information to provide requirements for the use of photographic equipment. The use of cell phones equipped with cameras is also forbidden. The government will review daily and delete any pictures taken on a personal camera of government property of any kind taken while on-site at the DDSP.

1.10 EQUIPMENT ON THE PROJECT SITE

The Contractor shall cover equipment that is to remain in place within the area of contract operations and protect it against damage or loss. The Contractor shall store equipment that is removed in performance of work where directed or reuse in work as required by drawings and specifications. Equipment temporarily removed shall be protected, cleaned and replaced equal to its condition prior to starting work. Security for equipment or material that is to be reused and is removed for temporary storage shall be the sole responsibility of the Contractor.

1.10.1 Equipment History

1.10.1.1 If any equipment is to be furnished by the Contractor under the contract, the Contractor shall be required to furnish all necessary information to install and maintain this equipment including compressors, boilers, air conditioners, doors, elevators, fans, fuel and solvent dispensers, heaters, generators, kitchen equipment, drinking fountains, motors, emergency lighting, pumps, refrigerators, sprinklers/fire alarm systems, fire hydrants, dehumidifying units, valves, water heaters, transformers or whatever may apply under the contract. The following information on each piece of equipment shall be required on equipment history forms:

• Building number

• Manufacture number

SECTION 01011 Page 4

• Year of manufacture

• Manufacturer model number

• Description of equipment

• Serial number

• Location in building

• Size

• Unit of measure

• Date installed

• Cost

• Warranty information

1.10.1.2 Copies of these forms will be available from the Contracting Officer's Representative at the beginning of the project. In addition to furnishing information on the equipment installed, the Contractor shall be entirely responsible for painting a four character identification number on each piece of equipment installed. The identification numbers shall be obtained from the COR and painted on the equipment as directed. Color of paint for identification numbers shall be selected by the COR.

Identification numbers must be applied using stencils and free from smudges. The identification letters will vary dependent upon the piece of equipment being marked.

Generally, two inch height for the characters will be sufficient. The Government reserves the right to withhold payment until equipment history forms are received and identification numbers are painted on all new equipment.

1.11 TRUCKING

The Contractor shall load all trucks leaving the site with loose debris in a manner that will prevent dropping of materials on streets. The Contractor shall fasten suitable tarpaulins over the load before they enter surrounding streets.

1.12 TOILET FACILITIES

Unless otherwise stated in the Request for Proposal, Contractor's personnel will be permitted to use toilet facilities on the premises subject to regulation and control of the Contracting Officer or his designated representative.

1.13 ELEVATORS

Any temporary use of an existing elevator shall be by arrangement with the COR and subject to his controls. Such use will be of an intermittent nature. The Contractor shall provide and maintain suitable and adequate protection covering for the elevator machinery, the hatchway entrance, and the interior of the elevator during the period of temporary use. Loads in excess of the rated capacity of the elevator will not be permitted. The Government will bear the cost of the electrical current for the operation of the elevator. On completion of the work, the Contractor shall remove the protection coverings together with any resultant dirt and debris, and leave the equipment in a condition equal to that in which he found it.

SECTION 01011 Page 5

1.14 SAFETY AND HEALTH

1.14.1 General

1.14.1.1 Applicable Publications: The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

1.14.1.2 Code of Federal Regulations (CFR)

OSHA General Industry Safety and Health Standards (29 CFR 1910), Publication V2206; OSHA Construction Industry Standards (29 CFR 1926). One source of these regulations is OSHA Publication 2207, which includes a combination of both Parts 1910 and 1926 as they relate to construction safety and health. It is for sale by the Superintendent of Documents, U.S. Government Printing Office, Washington, DC 20402.

• National Emission Standards for Hazardous Air Pollutants (40 CFR, Part 61).

• Federal Standard (Fed Std): Material Safety Data Sheets 313A

• Safety and Health Requirements Manual. EM 385-1-1, current revision

• Use of Asbestos Containing Material. ETL 1110-1-118

• Policy and Guidelines for Asbestos Management. DA Circular 40-834

1.14.2 Work Covered by This Section

This section is applicable to all work covered by this contract.

1.14.3 Definition of Hazardous Materials

Refer to hazardous and toxic materials/substances included in Subparts H and Z of 29 CFR 1910; and to others as additionally defined in Fed Std 313. Those most commonly encountered include asbestos, polychlorinated biphenyls (PCBs), explosives, and radioactive material, but may include others. The most likely products to contain asbestos are sprayed-on fireproofing, insulation, boiler lagging, and pipe covering.

1.14.4 Asbestos

1.14.4.1 THE CONTRACTOR IS WARNED THAT EXPOSURE TO AIRBORNE

ASBESTOS HAS BEEN ASSOCIATED WITH FOUR DISEASES: LUNG

CANCER, CERTAIN GASTROINTESTINAL CANCERS, PLEURAL OR

PERITONEAL MESOTHELIOMA AND ASBESTOSIS. Studies indicate there are significantly increased health dangers to persons exposed to asbestos who smoke, and further, to family members and other persons who become indirectly exposed as a result of the exposed worker bringing asbestos-laden work clothing home to be laundered.

1.14.4.2 The Contractor is advised that friable and/or nonfriable asbestos-containing material may be encountered in area(s) where contract work is to be performed. Friable

SECTION 01011 Page 6 asbestos-containing material means any material that contains more than one percent asbestos by weight that hand pressure can crumble, pulverize or reduce to powder when dry. Nonfriable asbestos-containing materials are materials in which asbestos fibers are bound by a matrix material, saturant, impregnant or coating. Nonfriable asbestos-containing materials do not normally release airborne asbestos fiber during routine handling and end use. However, excessive fiber concentrations may be produced during uncontrolled abrading, sanding, drilling, cutting, machining, removal, demolition or other similar activities.

1.14.4.3 Care must be taken to avoid releasing, or causing to be released, asbestos fibers into the atmosphere where they may be inhaled or ingested. The Occupational Safety and Health Administration (OSHA) has set standards in 29 CFR 1910.1001 for exposure to airborne concentrations of asbestos fibers, methods of compliance, medical surveillance, housekeeping procedures and others measures that must be taken when working with or around asbestos-containing materials. 29 CFR 1910.1001 has been identified as applicable to construction (29 CFR 1926.55 gases, vapors, fumes, dusts and mists). The Environmental Protection Agency (EPA) has established standards at 40 CFR 61.140-156 for the control of asbestos emissions to the environment and the handling and disposal of asbestos wastes.

1.14.4.4 Friable asbestos containing materials are not permitted by current criteria and shall not be used in new construction or modification projects (ETL 1110-1-118, 27 MAY 1983). Plans and specifications for all new construction and modification projects will be reviewed to insure that the use of friable asbestos-containing materials is not called for.

1.14.4.5 Maintenance, modification or demolition activities where exposure to asbestos dust may occur from previously installed friable or nonfriable asbestos-containing material will be identified. All precautions, to include proper work practices, medical surveillance, respiratory protection, industrial hygiene and environmental protection requirements of OSHA (29 CFR 1910.1001), EPA (40 CFR 61.140-156) and DA Circular 40-83-4, as applicable, shall be strictly adhered to.

1.14.5 Safety Assurance

1.14.5.1 Preconstruction Safety Meeting: Representatives of the Contractor shall meet with the Contracting Officer and his representative(s) prior to the start of repair, alteration or construction activities for the purpose of reviewing the Contractor's safety and health programs and discussing implementation of all safety and health provisions pertinent to the work to be performed under the contract. The Contractor shall be prepared to discuss, in detail, the measures he intends to take in order to control any unsafe or unhealthy conditions associated with the work to be performed under the contract.

This meeting may be held in conjunction with the preconstruction conference if so directed by the Contracting Officer. The conduct of the meeting is not contingent upon a general preconstruction meeting. The level of detail for the safety meeting is dependent upon the nature of the work and the potential inherent hazards. The

SECTION 01011 Page 7

Contractor's principal on-site representative(s), the general superintendent and his safety representative(s) shall attend this meeting.

1.14.5.2 Compliance With Regulations: All work, including the handling of hazardous materials or the disturbance or dismantling of structures containing hazardous materials shall comply with the applicable requirements of 29 CFR 1926/1910. Work involving the disturbance or dismantling of asbestos or asbestos containing materials;

the demolition of structures containing asbestos; and/or the disposal and removal of asbestos, shall also comply with the requirements of 40 CFR, Part 61, Subparts A and B, ETL 1110-1-118 and DA Circular 40-83-4. All work shall comply with applicable state and municipal safety and health requirements. Where there is a conflict between applicable regulations, the most stringent shall apply.

1.14.5.3 Contractor Responsibility: The Contractor shall assume full responsibility and liability for compliance with all applicable regulations pertaining to the health and safety of personnel during the execution of work, and shall hold the Government harmless for any action on his part or that of his employees or subcontractors, which results in illness, injury or death.

1.14.5.4 Inspections, Tests and Reports: The required inspections, tests and reports made by the Contractor, subcontractors, specially trained technicians, equipment manufacturers, and others as required, shall be at the Contractor's expense for line items used during the contract.

1.14.5.4.1 Materials and Equipment: Special features, devices, equipment, clothing and similar items used by the Contractor in the execution of work shall comply with the applicable regulations.

1.14.5.4.2 Hazardous Materials: The Contractor shall bring to the attention of the Contracting Officer any material suspected of being hazardous which he encounters during execution of the work. A determination will be made by the Contracting Officer as to whether the Contractor shall perform tests to determine if the material is hazardous. If the Contracting Officer directs the Contractor to perform tests, and/or if the material is found hazardous and additional protective measures are needed, a contract change may be required subject to equitable adjustment under the terms of the contract.

1.14.6 Recording and Preserving Historical and Archeological Finds

All items having an apparent historical or archeological interest which are discovered in the course of any construction activities shall be carefully preserved. The Contractor shall leave the archeological find undisturbed and shall immediately report the find to the Contracting Officer so that the proper authorities may be notified.

1.14.7 Contractor Staff

The Contractor shall be required to maintain a qualified Engineering staff and a dedicated Quality Control position to respond to requirements set forth in this

SECTION 01011 Page 8 solicitation. The Contractor will be required to provide an onsite trailer for use as office space during the term of the contract.

1.14.8 Utilities (Work Related)

1.14.8.1 When available, water and electrical services may be used in this work at no cost to the Contractor. The Contractor shall make arrangements for such services with the Contracting Officer or his designated representative.

1.14.8.2 All temporary outages of any utility services required for the performance of work shall be scheduled with the Contracting Officer's Representative (COR) no less than 3 working days in advance of such outages unless otherwise specified in the Task Order.

1.14.9 Standards of Conduct

All Defense Logistics Agency (DLA), Higher Headquarters and Depot regulations pertaining to conduct shall be adhered to by Contractor personnel. Good conduct and judgment is expected of all people entering the installations. Fighting, profane language, reckless driving or failure to respond to direct orders from any depot employee acting in an official capacity (i.e., Security Guards or Firemen) shall be sufficient reason to remove the disorderly individual from the Depot. A list of Depot rules and regulations will be provided to the Contractor during the preconstruction meeting by the Security Office representative.

1.14.10 Additional Requirements

Refer to Section 01525 SAFETY AND OCCUPATIONAL HEALTH

REQUIREMENTS.

1.15 SHOP DRAWING REQUIREMENTS

The Contractor will be required to bring all shop drawings to the preconstruction meeting. This meeting will be scheduled a few weeks after award to allow the Contractor time to assemble the shop drawings. Shop drawings not provided at the preconstruction meeting are to be identified in the project submittal schedule.

1.16 BUY RECYCLE PROGRAM

1.16.1 Mandated Requirements

The Contractor shall comply with Public Law 42 U.S.C. 6962, Resource Conservation and Recovery Act, 1994 Resource Conservation and Recovery Act (RCRA) and Presidential Executive Order 12873, Federal Acquisition Recycling, and Waste Prevention, 22 October 1993, relating to specific designated items in this contract for which recycle content standards have been established. Compliance with this program does not relieve the Contractor from meeting all other specification requirements.

SECTION 01011 Page 9

1.16.2 Administrative Requirements

Where possible the contractor shall utilize products containing recycled components in performance of their daily activities associated with this contract assignment. Use recycled components in the following categories:

• Paper and Paper Products

• Lubricating Oils Containing Re-refined Oil

• Retread Tires

• Transportation (traffic control) Products

• Non-Paper Office Products

1.17 PAYMENTS AND SCHEDULE OF VALUES

1.17.1 Schedule of Values

The Contractor shall submit a schedule of values of the Work including quantities and unit prices, aggregating the Contract Price. This provision applies to lump sum contracts and to lump sum items in unit price contracts. This schedule shall be satisfactory in form and substance to the Contracting Officer and shall subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments during construction. As a minimum, this schedule shall include aggregates for inspection/testing, flushing, and system repair (including final system test) effort broken down by building. Upon approval of the schedule of values by the Contracting Officer, it shall be incorporated into the form of application for payment furnished to the Contracting Officer. The schedule shall indicate the percent of work completed for each component during the payment period. No payments will be made until the schedule of values has been submitted and approved by the Contracting Officer.

1.17.2 Application for Payment

The date for presentation of monthly applications for progress payments to the Depot shall be established at the preconstruction conference and will govern all such applications unless modified by the Depot and the Contractor at least twenty days prior thereto.

1.18 CONSTRUCTION PROGRESS SCHEDULE

The Contractor shall prepare and submit a construction progress schedule in accordance with Section 01320, PROJECT SCHEDULE.

PART 2 PRODUCTS

2.1 BUY RECYCLED MATERIALS

The Contractor shall certify the products purchased under the terms of the contract meet the minimum recycle material standards for each item. The Contractor shall submit a list of the applicable materials to be procured with recycled material content for each

SECTION 01011 Page 10 delivery order assignment and submit with the preconstruction documents. The materials in this contract that fall under this program are listed below.

• Latex Paint - Section 09900

• Landscaping Products - Sections 02100, 02480

2.1.1 Prior to application for final payment, the Contractor shall provide a report to the COR specifying the dollar value of items purchased that are manufactured with recycled content and the percentage of recycled content for each items.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01140

WORK RESTRICTIONS

SECTION 01140 Page 1

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section 01330 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

• Completed Special Access Determination Form; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

1.2.1 The DDSP will remain in operation during the entire construction period. This facility is in operation 24 hours a day, 7 days a week, year around. The Contractor shall conduct his operations so as to cause the least possible interference with normal operations at this facility.

1.2.2 Permission to interrupt any roads on this base and/or utility services shall be requested in writing a minimum of 7 calendar days prior to the desired date of interruption.

1.2.3 The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations and other projects that may be underway concurrently with this project. Identify on the construction schedule each factor which constitutes a potential interruption to operations or other projects.

1.2.4 Work will be phased to reduce interruption to mission and office functions. Contractor shall provide a phasing schedule which shall be updated on a weekly basis. Work that will interrupt office or mission functions such as demolition, ductwork replacement, piping installation, etc. shall be performed at night. The office spaces will be returned to normal by the end of each work shift. Ceiling tiles may be left out during construction. Lights must be left in and be functional.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed and working on this Army Depot become familiar with and obey Army Depot regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. To minimize traffic congestion, delivery of materials shall be outside of peak traffic hours (6:30 to 8:00 a.m. and 3:30 to 5:00 p.m.) unless otherwise approved by the Contracting Officer. Wear hard hats in all construction areas and in other designated areas. Do not enter any RESTRICTED areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

SECTION 01140 Page 2

1.3.2 Working Hours

Regular working hours shall consist of a 9-hour period established by the Contracting Officer, normally Monday through Friday, 7:00 a.m. to 4:30 p.m., excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval. Make application 7 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours.

During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Occupied and Existing Buildings

The Contractor shall be working in existing buildings and around existing buildings which are occupied. The existing buildings and their contents shall be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains and Government material located in the work area during the construction period. Relocate movable furniture away from the Contractor's working area as required to perform the work, protect the furniture, and replace the furniture in its original locations upon completion of the work. Leave attached equipment in place, and protect it against damage, or temporarily disconnect, relocate, protect, and reinstall it at the completion of the work.

The Government will remove and relocate Government property in the areas of the buildings scheduled to receive work. The contractor shall notify the COR a minimum of 5 working days prior to working in an area that requires material removal except for flushing which shall be scheduled a month in advance as noted on the drawings.

Removal of material from this area will be completed by the Government.

1.3.5 Utility Cutovers and Interruptions

1.3.5.1 Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the paragraph "Work Outside Regular Hours."

1.3.5.2 Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

SECTION 01140 Page 3

1.3.5.3 Operation of Station Utilities: The Contractor shall be responsible for the operation of control devices in the DDSP utilities system, including water, sewer, electrical, and steam services. The Government will provide supervision and direct which control devices to operate. The Contractor shall not operate control devices except when the COR is present. The Contractor shall notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.4 SECURITY REQUIREMENTS

1.4.1 Personnel and Vehicle Security

1.4.1.1 Commercial Vehicles

Vehicle passes will be issued for both contractor personal vehicles and for each commercial vehicle required for the job, authorizing entry and parking within the DDSP. Every vehicle entering the DDSP will display the pass on the dashboard or visor (facing outward). The pass will be visible at all times while in the DDSP.

Parking is limited to those areas that are specifically identified on the pass. If additional passes are required, present adequate justification to the Pass and ID Office via the Contracting Officer.

1.4.1.2 Parking

Do not park on or block the marked fire lanes or crane rail traveling zones (marked in yellow) at any time. An exception may be made for vehicles which are part of the equipment needed to do the required work.

1.4.1.3 Vehicle Searches

Vehicles are subject to search while entering, remaining in, or leaving the Depot.

Methods of search include, but are not limited to visual search and search by trained canine.

1.4.1.4 Areas Not Covered by Contract

Contractor personnel will not be permitted to enter Depot buildings, spaces, and areas not covered by this contract except on prior approval of the Depot department/office/shop having jurisdiction of the areas. Coordinate action with the Contracting Officer to obtain such entry approval.

Contractor employees will be allowed to use the following DDSP cafeterias during normal hours of operation:

• Building 2001 EDC

• Building 54, Bay 3 (Cafeteria identified on outside of building)

• Building 300-Golf Club.

1.4.1.5 Identification Badges - comply with the following:

SECTION 01140 Page 4

1.4.1.5.1 Submit a Visit Request (VR) and Special Access Determination (SAD) for each person that will be required to work on-site to the Security Officer via the Contracting Officer at least 1 week prior to the start date. Request forms will be provided by the Contracting Officer or the COR.

1.4.1.5.2 Contract employees and representatives requiring access are U.S. citizens or U.S.

Nationals.

1.4.1.5.3 Under no circumstances shall contractor personnel hand carry their own visit request.

1.4.1.5.4 Contract employees shall provide documented proof of U.S. citizenship to the Pass and ID Office prior to being issued a Depot badge.

1.4.1.5.5 Contract employees shall be available for interviews upon request by the Depot Security Specialist.

1.4.1.5.6 Contract employees shall wear and display the Depot badge at all times while entering, remaining in, and exiting Depot spaces and each badge shall be used only by the specific individual named on the badge.

1.4.1.5.7 Maintain strict accountability over identification badges and passes issued by the Pass and ID Office both on and off base. Return badges/passes to the Pass Office immediately upon termination of any employee, expiration, completion of contract, or when no longer required.

1.4.2 Photographs

Photography is prohibited on the Depot. When operationally required, submit a written request containing specific justification and details to the Security Officer via the COR.

PART 2 PRODUCTS

PART 3 EXECUTION

--End of Section--

SECTION 01320

PROJECT SCHEDULE

SECTION 01320 Page 1

PART 1 GENERAL

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)

ER 1-1-11 (1995) Progress, Schedules, and Network Analysis Systems

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section 01330 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

• Construction Project Schedule; G

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Pursuant to the Contract Clause, SCHEDULE FOR CONSTRUCTION CONTRACTS, a Project Schedule as described below shall be prepared. The scheduling of construction shall be the responsibility of the Contractor. Contractor management personnel shall actively participate in its development. Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule.

The approved Project Schedule shall be used to measure the progress of the work, to aid in evaluating time extensions, and to provide the basis of all progress payments.

3.2 BASIS FOR PAYMENT

The schedule shall be the basis for measuring Contractor progress. Lack of an approved schedule or scheduling personnel will result in an inability of the Contracting Officer to evaluate Contractor's progress for the purposes of payment. Failure of the Contractor to provide all information, as specified below, shall result in the disapproval of the entire Project Schedule submission and the inability of the Contracting Officer to evaluate Contractor progress for payment purposes. In the case where Project Schedule revisions have been directed by the Contracting Officer and those revisions have not been included in the Project Schedule, the Contracting Officer may hold retainage up to the maximum allowed by contract, each payment period, until revisions to the Project Schedule have been made.

SECTION 01320 Page 2

3.3 PROJECT SCHEDULE

The computer software system utilized by the Contractor to produce the Project Schedule shall be capable of providing all requirements of this specification. Failure of the Contractor to meet the requirements of this specification shall result in the disapproval of the Project Schedule. Manual methods used to produce any required information shall require approval by the Contracting Officer.

3.3.1 Use of Critical Path Method

The Critical Path Method (CPM) of network calculation shall be used to generate the Project Schedule. The Contractor shall provide the Project Schedule in the Precedence Diagram Method (PDM).

3.3.2 Level of Detail Required

The Project Schedule shall include an appropriate level of detail. Failure to develop or update the Project Schedule or provide data to the Contracting Officer at the appropriate level of detail, as specified by the Contracting Officer, shall result in the disapproval of the schedule. The Contracting Officer will use, but is not limited to, the following conditions to determine the appropriate level of detail to be used in the Project Schedule:

3.3.2.1 Activity Durations

Contractor submissions shall follow the direction of the Contracting Officer regarding reasonable activity durations. Reasonable durations are those that allow the progress of activities to be accurately determined between payment periods.

3.3.2.2 Design and Permit Activities

Design and permitting activities, including necessary conferences and follow-up actions and design package submission dates, shall be integrated into the schedule.

3.3.2.3 Procurement Activities

Tasks related to the procurement of long lead materials or equipment shall be included as separate activities in the project schedule. Long lead materials and equipment are those materials that have a procurement cycle of over 90 days.

Examples of procurement process activities include, but are not limited to:

submittals, approvals, procurement, fabrication, and delivery.

3.3.2.4 Critical Activities

The following activities shall be listed as separate line activities on the Contractor's project schedule:

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3.3.2.4.1 Schedule of proposed building sequencing for fire sprinkler repair work.

3.3.2.4.2 Schedule of fire sprinkler systems repair effort within each building This will be a system by system task listing within each building showing the work that needs to be done and the amount of time it will take for repair of each system within each building.

3.3.2.4.3 Schedule of fire department final test / acceptance testing for all sprinkler system that are being repaired on site.

3.3.2.4.4 Schedule of building mapping showing the sequencing of fire sprinkler systems within each building.

3.3.2.4.5 Schedule for submission of O&M manuals for any new equipment, valves, instrumentation, or fire alarm components.

3.3.2.4.6 Schedule for submission of as-built drawings showing work on all applicable systems.

3.3.2.4.7 Fire alarm system testing plan.

3.3.2.4.8 Correction of punch list from prefinal inspection.

3.3.2.4.9 Final inspection.

3.3.2.5 Government Activities

Government and other agency activities that could impact progress shall be shown.

These activities include, but are not limited to: approvals, design reviews, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.2.6 Responsibility

All activities shall be identified in the project schedule by the party responsible to perform the work. Responsibility includes, but is not limited to, the subcontracting firm, Contractor work force, or government agency performing a given task.

Activities shall not belong to more than one responsible party. The responsible party for each activity shall be identified by the Responsibility Code.

3.3.2.7 Modification or Claim Number

Any activity that is added or changed by contract modification or used to justify claimed time shall be identified by a mod or claim code that changed the activity.

Activities shall not belong to more than one modification or claim item. The modification or claim number of each activity shall be identified by the Mod or Claim

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Number. Whenever possible, changes shall be added to the schedule by adding new activities. Existing activities shall not normally be changed to reflect modifications.

3.3.2.8 Phase of Work

All activities shall be identified in the project schedule by the phases of work in which the activity occurs. Activities shall not contain work in more than one phase of work. The project phase of each activity shall be by the unique Phase of Work Code.

3.3.2.9 Category of Work

All Activities shall be identified in the project schedule according to the category of work which best describes the activity. Category of work refers, but is not limited to the procurement chain of activities including such items as design package submissions, design reviews, review conferences, permits, submittals, approvals, procurement, fabrication, delivery, installation, start-up, and testing. The category of work for each activity shall be identified by the Category of Work Code.

3.3.3 Scheduled Project Completion

The schedule interval shall extend from NTP to the contract completion date.

3.3.3.1 Project Start Date

The schedule shall start no earlier than the date on which the NTP was acknowledged.

The Contractor shall include as the first activity in the project schedule an activity called "Start Project". The "Start Project" activity shall have an "ES" constraint date equal to the date that the NTP was acknowledged, and a zero day duration.

3.3.3.2 Constraint of Last Activity

Completion of the last activity in the schedule shall be constrained by the contract completion date. The Contractor shall include as the last activity in the project schedule an activity called "End Project". The "End Project" activity shall have an "LF" constraint date equal to the completion date for the project, and a zero day duration.

3.3.3.3 Early Project Completion

In the event the project schedule shows completion of the project prior to the contract completion date, the Contractor shall identify those activities that have been accelerated and/or those activities that are scheduled in parallel to support the Contractor's "early" completion. Contractor shall specifically address each of the activities noted in the narrative report at every project schedule update period to assist the Contracting Officer in evaluating the Contractor's ability to actually complete prior to the contract period.

3.3.4 Interim Completion Dates

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Contractually specified interim completion dates shall also be constrained to show negative float if the early finish date of the last activity in that phase falls after the interim completion date.

3.3.4.1 Start Phase

The contractor shall include as the first activity for a project phase an activity called "Start Phase X" where "X" refers to the phase of work. The "Start Phase X" activity shall have an "ES" constraint date equal to the date on which the NTP was acknowledged, and a zero day duration.

3.3.4.2 End Phase

The contractor shall include as the last activity in a project phase an activity called "End Phase X" where "X" refers to the phase of work. The "End Phase X" activity shall have an "LF" constraint date equal to the completion date for the project, and a zero day duration.

3.3.4.3 Phase X

The contractor shall include a hammock type activity for each project phase called "Phase X" where "X" refers to the phase of work. The "Phase X" activity shall be logically tied to the earliest and latest activities in the phase.

3.3.5 Default Progress Data Disallowed

Actual Start and Finish dates shall not be automatically updated by default mechanisms that may be included in scheduling software systems. Actual Start and Finish dates on the schedule shall match those dates provided from Contractor Quality Control Reports.

Failure of the Contractor to document the Actual Start and Finish dates on the Daily Quality Control report for every in-progress or completed activity, and failure to ensure that the data contained on the Daily Quality Control reports is the sole basis for schedule updating shall result in the disapproval of the Contractor's schedule and the inability of the Contracting Officer to evaluate Contractor progress for payment purposes.

3.4 PROJECT SCHEDULE SUBMISSIONS

The Contractor shall provide the submissions as described below. The data required for each submission are contained in paragraph SUBMISSION REQUIREMENTS below.

3.4.1 Initial Project Schedule Submission

The Initial Project Schedule, defining the Contractor's planned operations for the entire project shall be submitted for approval at the preconstruction conference.

3.4.2 Periodic Schedule Updates

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Based on the result of progress meetings, specified in "Periodic Progress Meetings," the Contractor shall submit periodic schedule updates. These submissions shall enable the Contracting Officer to assess Contractor's progress. If the Contractor fails or refuses to furnish the information and project schedule data, which in the judgment of the Contracting Officer or authorized representative is necessary for verifying the Contractor's progress, the Contractor shall be deemed not to have provided an estimate upon which progress payment may be made.

3.4.3 Standard Activity Coding Dictionary

The Contractor shall use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11, Appendix A. This exact structure is mandatory, even if some fields are not used.

3.5 SUBMISSION REQUIREMENTS

The following items shall be submitted by the Contractor for the initial submission, and every periodic project schedule update throughout the life of the project:

3.5.1 Data Disks

Two copies of the data disks containing the project schedule shall be provided. Data on the disks shall adhere to the SDEF format specified in ER 1-1-11, Appendix A.

3.5.1.1 File Medium

Required data shall be submitted on CD, unless otherwise approved by the Contracting Officer.

3.5.1.2 Disk Label

A permanent exterior label shall be affixed to each CD submitted. The label shall indicate the type of schedule Initial, Update, or Change), full contract number, project name, project location, data date, name and telephone number of person responsible for the schedule.

3.5.1.3 File Name

Each file submitted shall have a name related to the schedule data date, project name, or contract number. The Contractor shall develop a naming convention that will ensure that the names of the files submitted are unique. The Contractor shall submit the file naming convention to the Contracting Officer for approval.

3.5.2 Narrative Report

A Narrative Report shall be provided with the initial and each update of the project schedule. This report shall be provided as the basis of the Contractor's progress payment request. The Narrative Report shall include: a description of activities, a

SECTION 01320 Page 7 description of current and anticipated problem areas or delaying factors and their impact, and an explanation of corrective actions taken or required to be taken. The narrative report is expected to relay to the Government, the Contractor's thorough analysis of the schedule output and its plans to compensate for any problems, either current or potential, which are revealed through that analysis.

3.5.3 Approved Changes Verification

Only project schedule changes that have been previously approved by the Contracting Officer shall be included in the schedule submission. The Narrative Report shall reference all changes made since the previous period and relate each change to documented, approved schedule changes.

3.5.4 Network Diagram

3.5.4.1 Continuous Flow

Diagrams shall show a continuous flow from left to right with no arrows from right to left. The activity number, description, duration, and estimated earned value shall be shown in the diagram.

3.5.4.2 Project Milestone Dates

Dates shall be shown on the diagram for start of project, any contract required interim completion dates, and contract completion dates.

3.5.4.3 Critical Path

The critical path shall be clearly shown.

3.5.4.4 Banding

Activities shall be grouped to assist in the understanding of the activity sequence.

Typically, this flow will group activities by category of work, work area and/or responsibility.

3.6 PERIODIC PROGRESS MEETINGS

Progress meetings to discuss payment shall include a monthly onsite meeting. During this meeting the Contractor shall describe, on an activity by activity basis, all proposed revisions and adjustments to the project schedule required to reflect the current status of the project. The Contracting Officer will approve activity progress, proposed revisions, and adjustments as appropriate. This monthly progress meeting should be shown as an event on the project schedule.

3.6.1 Meeting Attendance

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The Contractor's Project Manager and Scheduler shall attend the regular progress meeting.

3.6.2 Update Submission Following Progress Meeting

A complete update of the project schedule containing all approved progress, revisions, and adjustments, based on the regular progress meeting, shall be submitted not later than 4 working days after the monthly progress meeting.

3.6.3 Progress Meeting Contents

Update information, including Actual Start Dates, Actual Finish Dates, Remaining Durations, and Cost-to-Date shall be subject to the approval of the Contracting Officer.

As a minimum, the Contractor shall address the following items on an activity by activity basis during each progress meeting.

3.6.3.1 Start and Finish Dates

The Actual Start and Actual Finish dates for each activity currently in-progress or completed.

3.6.3.2 Time Completion

The estimated Remaining Duration for each activity in-progress. Time-based progress calculations shall be based on Remaining Duration for each activity.

3.6.3.3 Cost Completion

The earnings for each activity started. Payment will be based on earnings for each in-progress or completed activity. Payment for individual activities will not be made for work that contains quality defects. A portion of the overall project amount may be retained based on delays of activities.

3.6.3.4 Logic Changes

All logic changes pertaining to NTP on change orders, change orders to be incorporated into the schedule, Contractor proposed changes in work sequence, corrections to schedule logic for out-of-sequence progress, lag durations, and other changes that have been made pursuant to contract provisions shall be specifically identified and discussed.

3.6.3.5 Other Changes

Other changes required due to delays in completion of any activity or group of activities include:

• Delays beyond the Contractor's control, such as strikes and unusual weather

• Delays encountered due to submittals, Government Activities, deliveries or work stoppages which make re-planning the work necessary.

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• Changes required to correct a schedule which does not represent the actual or planned prosecution and progress of the work.

3.7 REQUESTS FOR TIME EXTENSIONS

In the event the Contractor requests an extension of the contract completion date, or any interim milestone date, the Contractor shall furnish the following for a determination as to whether or not the Contractor is entitled to an extension of time under the provisions of the contract: justification, project schedule data, and supporting evidence as the Contracting Officer may deem necessary.