A.01.13 Reroof WH44 specs Corrected Final Submittal 28Aug19.pdf

SPECIFICATIONS

WAREHOUSE 44 ROOF REPLACEMENT

DEFENSE SUPPLY CENTER RICHMOND, VIRGINIA

100% CORRECTED FINAL DESIGN SUBMITTAL

AUGUST 28, 2019

Project #851 Warehouse 44 Roof Replacement Defense Supply Center Richmond, VA

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 30 00.10 50 PROJECT WORK REQUIREMENTS AND RESTRICTIONS

01 30 00.20 50 ADMINISTRATIVE REQUIREMENTS

01 31 19.00 50 PROJECT MEETINGS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00.00 50 SUBMITTAL PROCEDURES

01 35 26.00 50 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 40.00 50 ENVIRONMENTAL MANAGEMENT

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 50 QUALITY CONTROL

01 45 02.00 50 QUALITY CONTROL SYSTEM

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 62 35 RECYCLED/RECOVERED/BIOBASED MATERIALS

01 74 19.00 50 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 02.00 50 CLOSEOUT SUBMITTALS

01 78 23.00 50 OPERATION AND MAINTENANCE DATA

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DEMOLITION

DI VI SI ON 05 - METALS

05 12 00 STRUCTURAL STEEL

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 33 METAL LADDERS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 ROUGH CARPENTRY

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 22 00 ROOF AND DECK INSULATION

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DI VI SI ON 09 - FI NI SHES

09 90 00 PAINTS AND COATINGS

DI VI SI ON 11 - EQUI PMENT

11 24 23 FALL PROTECTION SYSTEMS

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

DI VI SI ON 26 - ELECTRI CAL

PROJECT TABLE OF CONTENTS Page 2

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00.10 50

PROJECT WORK REQUIREMENTS AND RESTRICTIONS

PART 1 GENERAL

1.1 DEFINITIONS

1.2 SPECIAL CONTRACTOR REQUIREMENTS

1.2.1 Project Phasing and Performance Period

1.3 COOPERATION WITH USING AGENCY AND OTHER CONTRACTORS

1.4 PERSONNEL RESTRICTIONS

1.4.1 Security Requirements Defense Supply Center Richmond (DSCR)

1.4.1.1 Subcontractors and Personnel Contacts

1.4.1.2 Security Requirements Defense Supply Center Richmond (DSCR)

1.4.1.3 Personnel Entry Approval

1.5 TRANSPORTATION FACILITIES

1.5.1 Use of Roads

1.5.2 Road Restrictions

1.5.3 Cleated Vehicles

1.6 COORDINATION IN WORK AREAS

1.6.1 Occupied Work Area

1.6.2 Hours of Work

1.6.3 Existing Utility Location

1.6.4 Digging Permits

1.6.5 Personnel Escort

1.7 INTERRUPTIONS OF UTILITIES

1.7.1 Approval

1.7.2 Request

1.7.3 Service Interruptions

1.7.4 Timely Disconnections

1.7.5 Utilities Operation

1.7.6 Gas

1.8 PHYSICAL DATA

1.9 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.9.1 Schedule

1.9.2 Records

1.9.3 Impacted Days

1.10 SITE CONTAMINATION

1.10.1 Contamination Removal

1.10.2 Compliance Requirements

1.10.3 Requirements

1.11 WORK IN QUARANTINED AREA

1.12 HISTORICAL AND ARCHEALOGICAL FINDS

1.13 SUBCONTRACTS AND WORK COORDINATION

1.14 CONSTRUCTION MANPOWER AND EQUIPMENT REPORT

1.15 PROFIT

1.15.1 Weighted Guidelines

1.15.2 Value

1.15.2.1 Degree of Risk

1.15.2.2 Relative Difficulty of Work

01 30 00.10 50 Page 2

1.15.2.3 Size of Job

1.15.2.4 Periods of Performance

1.15.2.5 Contractor's Investment

1.15.2.6 Assistance by Government

1.15.2.7 Subcontracting

1.16 BLASTING

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

01 30 00.10 50 Page 3

SECTION 01 30 00.10 50

PROJECT WORK REQUIREMENTS AND RESTRICTIONS

PART 1 GENERAL

1.1 DEFINITIONS

a. Facility: the facility is:

D.S.C.R.

CO: Contracting Officer or his authorized representative.

1.2 SPECIAL CONTRACTOR REQUIREMENTS

1.2.1 Project Phasing and Performance Period

The contractor shall complete the work within the duration specified in Section 01 32 01.00 10 "PROJECT SCHEDULE".

1.3 COOPERATION WITH USING AGENCY AND OTHER CONTRACTORS

During the period of this contract, other contracts may be in force for the construction of other features of work on or adjacent to the site of work being accomplished under this contract. It shall be the responsibility of the Contractor on this contract to be fully informed of the extent of the limits of work to be performed by other Contractors.

Should there be any conflict between these limits, it shall be brought to the attention of the Contracting Officer (CO) and the CO's decision shall be final. Also, prior to completion of work under this contract, members of the using Agency may be performing work or occupying facilities on or adjacent to the area. The Contractor shall arrange his plant and shall schedule and perform this work so as to effectively cooperate with all other Contractors and Government agencies.

1.4 PERSONNEL RESTRICTIONS

Personnel are limited to the immediate site areas and shall not enter buildings or facilities not involved in the work. All employees of the Contractor will be subject to all rules and regulations of the Facility which pertain to personnel. The Contractor shall erect fences and signs as specified and be responsible for the restrictions of all personnel. The Contractor's plans for restricting personnel access to the project site shall be submitted for approval as a part of the Safety Plan (Accident Prevention Plan). Facility access shall be restricted. Contractor shall comply with current security requirements. All vehicles shall be registered with the military police.

1.4.1 Security Requirements Defense Supply Center Richmond (DSCR)

1.4.1.1 Subcontractors and Personnel Contacts

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, 01 30 00.10 50 Page 4 correct and change the information contained in previous lists.

1.4.1.2 Security Requirements Defense Supply Center Richmond (DSCR)

No employee or representative of the Contractor will be admitted to the work site unless he furnishes satisfactory proof that he is a citizen of the United States or has proper identification to work in the United States.

a. Personnel Information: All authorized non-military personnel utilizing the base are required to have in their possession at all times a Base Visitor Pass or Base Identification. This pass is issued by the DSCR Visitors Center located at the North Gate. Proof of identity is required to obtain a visitor pass or Base Identification.

The Visitors Center is open Monday through Friday except Federal holidays from 7:00 a.m. to 3:00 p.m. A minimum of 5 working days prior to start of work, the Contractor shall furnish to the Defense Supply Center Richmond (DSCR), Richmond, VA, Security Department, via the Contracting Officer, the following information for Contractor and subcontractor personnel required to enter the Station:

(1) Contract Number

(2) Beginning Date (Month, Day, Year)

(3) Ending Date (Month, Day, Year)

(4) Name of the company (The Prime Contractor and Subcontractor)

(5) Full Name of the employee (First, Middle and Last)

(6) Address of Current (Employee's) Residence (Bldg #, Street, City, State, Zip or City and Country)

(7) Social Security Number (SSN#)

(8) US Citizen (Yes/No)

(9) Gender (Male/Female)

(10) Race (American, Indian, or Alaska Native, Asian, Black or African American, Native Hawaiian or Other Pacific Islander, and White)

(11) Date of Birth (Month, Day, Year)

(12) Place of Birth (City , State, Country)

b. The DSCR Security Department will run a criminal history check on Contractor employees as a condition of employment. Official proof of identity or naturalization papers may be required, which will be returned once entered into the security computer system. Based on the results of the criminal history check, the security office will or will not grant entry to the Station, if entry is denied, the Contractor will be immediately notified. DSCR security Office will require updating or re-checking criminal history based on the duration of the contract. Note: DSCR security has been denying entry to persons whose police record checks are positive.

01 30 00.10 50 Page 5

c. Proof of Identity - Official identification can consist of copies of birth certificates, valid federal identification, valid state identification, or valid naturalization papers. Examples of official identification are valid state issued driver's license, military ID card, military dependent ID card, green card, etc. Expired identification is not valid.

d. Base Entry Passes - Contractor base entry passes will be valid for each entry aboard DCR from 6:00 a.m. to 6:00 p.m., Monday through Friday, except for Federal holidays, unless prior arrangements have been made with the Contracting Officer, and DSCR Security has been notified. The passes are the property of the base and are to be returned to Visitors Control at the North Gate upon completion of the contract or termination of employment. Replacement passes must be requested in writing and be accomplished by written authorization from the Contracting Officer. Compliance with this requirement is mandatory and certification thereof to the Contracting Officer is required prior to submitting final invoices. Failure to return badges will hold up Contractor's final payment.

e. Contractor Responsibility for Employees - The Contractor is responsible for employees under his employment. Ensure that employees are familiar with and obey station traffic, safety, and security regulations.

f. Unofficial photography, cameras, or photographs are prohibited on DSCR property. When official photographs are required, submit a written approval request containing specific justification and details to the Contracting Officer 5 days prior.

g. Firearms, Weapons, Alcoholic Beverages, Illegal Drugs, and Contraband are prohibited on DSCR property. Violators may be prosecuted. State issued/authorized concealed weapons permits are not valid on Federal (DSCR) property.

h. Motor Vehicle Operation - Ingress and egress of personnel will be subject to the DSCR security regulations.

(1) All personal must be made aware of the base speed limits:

25 mph (unless otherwise posted)

Speed limits are enforced and violations will be ticketed. DSCR traffic violations are processed through the federal court system.

(2) Seat belts are MANDATORY

(3) Parking is in designated areas only, between two white lines. No parking is permitted in fire lanes, on seeded areas, in reserved parking slots, or assigned handicapped parking. Any equipment or vehicle that does not fit within a standard parking space must contact the Contracting Officer to determine a designated area for parking such equipment or vehicle.

Contractor employees shall park vehicles (Commercial or Private) in areas designated by the Contracting Officer. This area may or may not necessarily be within reasonable walking distance of the construction site. The contractor shall provide transportation between the parking area and the construction site. Contractor

01 30 00.10 50 Page 6 employee parking shall not interfere with existing and established parking requirements of the Base.

(4) Traffic accidents should be reported immediately to the DSCR Emergency Dispatch by calling 911 or (804) 279-4888.

(5) All personnel entering the installation are subject to random vehicle inspection/searches at any time while on the base. The purpose of these inspections is to detect the theft of Government and private property, firearms, weapons, alcoholic beverages, illegal drugs, or contraband.

i. Commercially Owned Vehicles - All commercial Vehicles are to clearly display the authorized company name or logo on both sides of the vehicle.

ii. Privately Owned Vehicles - No privately Owned Vehicles will be allowed within the Defense Distribution Depot, Richmond, VA (DDRV) area or any other secure/controlled industrial area located on DSCR.

iii. Rental Vehicles - The driver is to show all paper work from the rental company showing that the driver is authorized to operate the subject vehicle. Rental vehicles will not be allowed in secure/controlled industrial areas located on DSCR unless the rental vehicle clearly displays the authorized operating company name or logo on both sides of the vehicle.

i. Access to Restricted Areas - Base entry passes allow access to designated areas on the installation only. Entries into secure/controlled industrial areas are prohibited unless the contract requires it

j. Current Information - Contractors will be responsible for keeping the vehicle and employee lists current, and for securing and returning identification cards belonging to terminated employees to the DSCR Security Department.

k. Providing Information to Subcontractors - Prime Contractors shall be responsible for ensuring that subcontractors receive security information. Failure to comply with the specified requirements will result in prime contractors and subcontractors being denied access to the construction site.

l. DSCR is not responsible for job site security. Removal of material from job-site and base are subject to security checks.

Contractor is to notify DSCR security of any special measures (watchman, alarm, etc) security concerns, security problems, or unusual activities within the job site.

1.4.1.3 Personnel Entry Approval

Failure to obtain entry approval will not affect the contract price or time of completion.

1.5 TRANSPORTATION FACILITIES

The facility is served by an all weather surfaced road network. Road(s) within the Facility proposed to be used by the Contractor shall be subject

01 30 00.10 50 Page 7 to prior approval of the Facility authorities and such roads, if used, shall be maintained throughout construction and shall be restored to as good condition as existed prior to their use. The Contractor shall also construct, subject to approval, such temporary haul roads and bridges as may be necessary for conducting his work. Any such temporary construction shall be removed and the affected area restored to its original condition.

All costs for the use of existing transportation facilities, for the construction of temporary facilities, and for maintenance, repair, removal and restoration shall be borne by the Contractor.

1.5.1 Use of Roads

Hard-surfaced roads from major and primary municipal roads serve the Facility. The movement of all vehicles within the Facility shall be confined to the roads designated and shall comply with traffic regulations within the Facility. The contractor shall keep all roads clear of all obstructions and free of mud and other foreign materials resulting from operations. The Contractor's vehicles shall at no time follow a vehicle closer than 50 feet, and all vehicles shall pull off the road and come to a complete stop when meeting emergency vehicles, or vehicles with flashing lights. Facility speed limits and traffic controls shall be observed.

1.5.2 Road Restrictions

The movement of all vehicles within the Facility shall be confined to the roads designated and shall comply with traffic regulations within the Facility. Other roads may be used only with the approval of the CO.

1.5.3 Cleated Vehicles

Cleated vehicles shall not be moved over surfaced roads except at the immediate site of the area where they are to be used.

1.6 COORDINATION IN WORK AREAS

1.6.1 Occupied Work Area

The area where work is to be accomplished will be occupied during the work. Activities of the occupants of the scheduled work area shall not be interrupted or hampered in any way without prior written approval of the Contracting Officer.

1.6.2 Hours of Work

The normal work hours for construction shall be from 8:00 a.m. to 4:30 p.m. Monday through Friday of each week. Any request to change these hours shall be made in writing to the Contracting Officer at least two calendar days prior to the desired day on which the change is to go into effect. The changed hours shall not go into effect until written permission has been received from the Contracting Officer.

1.6.3 Existing Utility Location

Existing utilities must be located before doing any digging work on Facility. The Contractor shall be responsible for contacting USACE and DSCR through DSCR Chief of Utilities, obtain all necessary existing utility locations, which may be necessary to accomplish this work. It shall be the responsibility of the Contractor to contact USACE and the DSCR through DSCR Chief of Utilities for locating commercial utilities 48

01 30 00.10 50 Page 8 hours prior to digging operations. The Contractor shall be responsible for maintaining marked utilities. The Contractor shall be responsible for maintaining utility markings.

1.6.4 Digging Permits

Contractor is responsible for obtaining all digging permits, including associated locating and marking services, in accordance with installation and local requirements, at no additional cost to the Government.

"Clearance Permits for Digging" must be obtained before doing any work on Facility. The Contractor shall be responsible to obtain all necessary digging permits and pay costs associated with the permit, which may be necessary to accomplish his work.

1.6.5 Personnel Escort

An authorized Contractor representative must escort all personnel attempting to obtain a badge to Security. The Representative shall sign documentation that the employee meets Security criteria and is suitable for a badge to be issued.

1.7 INTERRUPTIONS OF UTILITIES

1.7.1 Approval

Utility services shall not be interrupted by the Contractor to relocate, make connections, or interrupt for any purpose without written approval of the CO.

1.7.2 Request

Request for permission to shut down services shall be submitted in writing to the CO not less than 14 calendar days prior to date of proposed interruption. The request shall give the following information:

a. Nature of Utility (Gas, L.P. or H.P, Water, Elec, Communications, Fire Alarm Systems, Security Systems)

b. Size of line and location of shutoff.

c. Buildings and service affected.

d. Hours and date of shutoff.

e. Estimated length of time service will be interrupted.

1.7.3 Service Interruptions

Services shall not be shut off until receipt of approval of the proposed hours and date from the Contracting Officer.

1.7.4 Timely Disconnections

Shutoffs which will cause interruption of Government work operations as determined by the Contracting Officer shall be accomplished during regular non-work hours or non-work days of the using Agency without any additional cost to the Government.

01 30 00.10 50 Page 9

1.7.5 Utilities Operation

Operation of valves on water mains will be by Government personnel. Where shutoff of waterlines interrupts service to fire hydrants or fire sprinkler systems, the Facility Fire Department shall be notified by the Contractor in writing 72 hours prior to the proposed interruption. The Contractor shall arrange his operations and have sufficient material and personnel available to complete the work without undue delay and shall restore service without delay in event of emergency.

1.7.6 Gas

Flow in has mains which have been shut off shall not be restored until the Government inspector has determined that all items serviced by the gas line have been shut off.

1.8 PHYSICAL DATA

The physical conditions surveys, indicated on the drawings and in the specifications are the result of site visits, and borings. See drawings for pavement coring/boring information.

1.9 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Contract Clause entitles "Default: (Fixed Price Construction)". In order for the contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.9.1 Schedule

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS

BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JULY AUG SEP OCT NOV DEC

DSCR 10 9 9 6 8 7 8 7 6 5 7 9

01 30 00.10 50 Page 10

1.9.2 Records

Upon acknowledgement of the Notice to proceed and continuing throughout the contract, the Contractor will record on the daily CQC report, occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent of more of the Contractor's scheduled work day.

1.9.3 Impacted Days

The number of actual adverse weather days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day in each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in the schedule of monthly anticipated adverse weather delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract Clauses entitled " Default (Fixed Price Construction)"

1.10 SITE CONTAMINATION

This site is designated a Category II site and is defined as a current or former industrial site or other hazard producing activity site which is perceived to be a clean location. However, due to former industrial or other activities within or near the site, it has the potential for contamination.

1.10.1 Contamination Removal

In the even that contamination beyond that shown or specified is encountered, the Contracting Officer shall be advised immediately. The contamination shall be removed as directed and replaced with satisfactory material. Payment therefore will be made in conformance with the CHANGES clause of the CONTRACT CLAUSES.

1.10.2 Compliance Requirements

The Contractor shall comply with applicable Federal, state and local laws, codes, ordinances and regulations (including the obtaining of licenses and permits) in connection with any hazardous material, substance or waste.

1.10.3 Requirements

The requirements of this clause and any act or failure to act by the Government shall not relieve the Contractor of any responsibility or liability for the safety of Government, Contractor or subcontractor personnel or property.

1.11 WORK IN QUARANTINED AREA

The work called for by this contract involves activities in counties quarantined by the Department of Agriculture to prevent the spread of certain plant pests which may be present in the soil. The Contractor agrees that all construction equipment and tools to be moved from such counties shall be thoroughly cleaned of all soil residues at the construction site with water under pressure and that hand tools shall be thoroughly cleaned by brushing or other means to remove all soil. In addition, if this contract involves the identification, shipping, storage, 01 30 00.10 50 Page 11 testing, or disposal of soils from such a quarantined area, the Contractor agrees to comply with the provisions of ER 1110-1-5 and attachments, a copy of which will be made available by the Contracting Officer upon request. The Contractor agrees to assure compliance with the obligation by all subcontractors.

1.12 HISTORICAL AND ARCHEALOGICAL FINDS

Federal legislation provides for the protection, preservation, and collection of scientific, prehistoric, historical, and archaeological data, including relics and specimens which might otherwise be lost due to alteration of the terrain or building features as a result of any federal construction project. Should the Contractor, or any of the Contractor's employees, or parties operating or associated with the Contractor, in the performance of this contract discover evidence of possible scientific, prehistoric, historical or archaeological data, the Contractor shall immediately cease work at that location, avoid further disturbance, and notify the Contracting Officer, giving the location and nature of the findings. The Contractor shall forward written confirmation to the Contracting Officer as directed. The Contractor shall exercise care so as not to disturb or damage artifacts or fossils uncovered during excavation operations and shall provide such cooperation and assistance as may be necessary to preserve the findings for removal or other disposition. Any person, who without permission, injures, destroys, excavates, appropriates, or removes any historical resource on the public lands of the United States is subject to arrest and penalty of law. Where appropriate by reason of discovery, the Contracting Officer may order delays in the time of performance or changes in the work, or both. If such delays or changes are ordered, an equitable adjustment will be made in the contract in accordance with the applicable clauses of the contract.

1.13 SUBCONTRACTS AND WORK COORDINATION

Contract Clauses "SUBCONTRACTS", "PERMITS AND RESPONSIBILITIES", and "MATERIAL AND WORKMANSHIP" are supplemented as follows:

a. Divisions or sections of specifications are not intended to control the contractor in dividing the work among subcontractor, or to limit work performed by any trade.

b. Contractor shall be responsible for coordination of the work of the trades, subcontractors, and materials.

c. The Government or its representative will not undertake to settle any difference between the Contractor and Contractor's subcontractors, or between subcontractors.

d. The Government reserves the right to refuse to permit employment on the work or require dismissal from the work of any subcontractor who, by reason of previous unsatisfactory work on Corps of Engineers project, or for any other reason is considered by the Contracting Officer to be incompetent or otherwise objectionable.

1.14 CONSTRUCTION MANPOWER AND EQUIPMENT REPORT

The Contractor shall submit executed CENAO Form 987, Construction Manpower and Equipment Report daily. The report shall include manpower and equipment for the general and subcontractors. Forms are available from the Contracting Officer.

01 30 00.10 50 Page 12

1.15 PROFIT

1.15.1 Weighted Guidelines

Weighed guidelines method of determining profit shall be used in any equitable adjustment change order or modification issued under this contract. The profit factors shall be as follows:

Factor Rate Weight Value

Degree of Risk 20

Relative difficulty of work

Size of Job 15

Period of performance 15

Contractor's investment

Assistance by government

Subcontracting 25

1.15.2 Value

Based on the circumstances of each procurement action, each of the above factors shall be weighted from .03 to .12 as indicated below. The value shall be obtained by multiplying the rate by the weight. The value column when totaled indicated the fair and reasonable profit percentage under the circumstances of the particular procurement.

1.15.2.1 Degree of Risk

Where the work involves no risk or the degree of risk is very small, the weighting should be .03; as the degree of risk increases, the weighting should be increased up to a maximum of .12. Lump sum items will have, generally, a higher weighted value than the unit price items for which quantities are provided. Other things to consider: the portion of the work to be done by subcontractors, nature of work, where work is to be performed, reasonableness of negotiated costs, amount of labor included in costs, and whether the negotiation is before or after performance of work.

1.15.2.2 Relative Difficulty of Work

If the work is most difficult and complex, the weighting should be .12 and should be proportionately reduced to .03 on the simplest of jobs. This factor is tied in to some extent with the degree of risk. Some things to consider: the nature of the work, by whom it is to be done, where, and what is the time schedule.

01 30 00.10 50 Page 13

1.15.2.3 Size of Job

All work not in excess of $100,000 shall be weighted at .12. Work estimated between $100,000 and $5,000,000 shall be proportionately weighted from .12 to .05.

1.15.2.4 Periods of Performance

Jobs in excess of 24 months are to be weighted at .12. Jobs of lesser duration are to be proportionately weighted to a minimum of .03 for jobs not to exceed 30 days. No weight where additional time is not required.

1.15.2.5 Contractor's Investment

Shall be weighted from .03 to .12 on the basis of below average, average, and above average. Things to consider: amount of subcontracting, mobilization, payment item, government furnished property, equipment and facilities, and expediting assistance.

1.15.2.6 Assistance by Government

Shall be weighted from .12 to .03 on the basis of average to above average. Things to consider: Use of Government owned property, equipment and facilities, and expediting assistance.

1.15.2.7 Subcontracting

To be weighted inversely proportional to the amount of subcontracting.

Where 80 percent or more of the work is to be subcontracted, the weighting is to be .03 and such weighting proportionately increased to .12 where all the work is performed by the Contractor's own forces.

1.16 BLASTING

Blasting will not be permitted.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

01 30 00.10 50 Page 14

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00.20 50

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 SUBMITTALS

1.2 COLOR/FINISH BOARDS

1.2.1 Interior color/finish boards

1.2.2 Exterior Color/Finish Boards

1.2.3 Content

1.2.4 Sub Identification

1.2.5 Approval

1.3 PROGRESS AND COMPLETION PICTURES

1.4 SUPERVISION

1.5 AVAILABILITY OF CADD DRAWING FILES

1.6 ELECTRONIC MAIL (E-MAIL) ADDRESS

PART 2 PRODUCTS

PART 3 EXECUTION

01 30 00.20 50 Page 2

SECTION 01 30 00.20 50

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00.00 50 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Progress and Completion Pictures; G

SD-04 Samples

Color/Finish Boards; G

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

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

1.2 COLOR/FINISH BOARDS

Submit five sets of color boards within 60 calendar days after Contract Award. Each set of boards must include samples of colors and finishes of interior surfaces, such as walls, floors, and ceilings. Present the samples on 8 by 10-1/2 inches boards (modules) with a maximum spread of 24 by 31-1/2 inches for foldouts. Design modules to fit in a standard loose-leaf, three-ring binder. Where special finishes such as architectural concrete, carpet, or prefinished textured metal panels are required, submit samples not less than 12 inches square with the board.

If more space is needed, more than one board per set may be submitted.

Certify that the color samples have been reviewed in detail, and that the color samples are in strict accordance with contract drawings and specifications, except as may be otherwise explicitly stated. Submittal of color samples does not relieve the Contractor of the responsibility to submit samples required elsewhere herein.

Submittals shall be complete; Sheets containing samples shall consist of heavy, medium gray illustratation board (not white or colored) capable of supporting a four inch by eight inch quarry tile without distorting the binder release or causing sheet tear-out due to hole failure. The sample board backing material shall be of sufficient strength to maintain its original configuration after samples have been attached to it for the duration of the construction.

1.2.1 Interior color/finish boards

Interior color/finish boards shall have attached samples of all interior appearance related construction items the Contractor proposes to furnish, 01 30 00.20 50 Page 3 including, but not limited to such items as interior paints; wood finishes; ceramic tile; floor coverings; wall coverings; ceiling tiles;

plastic laminates; solid surface materials; signage, etc.

1.2.2 Exterior Color/Finish Boards

Exterior color/finish boards shall have attached samples of all exterior appearance related construction items the Contractor proposes to furnish, including but not limited to such items as brick, mortar, paints, window and door frames, roof, soffits, pre-cast units, gutters, and downspouts, etc.

1.2.3 Content

Color board shall consist of all samples, a finish schedule, floor plan, and interior elevations with each clearly indicating the location of each finish/color. Items other than material sample boards may be folded to 8-1/2" by 11" (i.e., floor plans, finish schedules etc.).

1.2.4 Sub Identification

Identify each sample by use, location, and manufacturer's name. Group according to the location where each used.

1.2.5 Approval

Upon final approval, the Contractor shall prepare and submit to the Contracting Officer one set of the approved and corrected color/finish sample boards.

1.3 PROGRESS AND COMPLETION PICTURES

Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit a scketch or drawings indicating point of view. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date.

Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.4 SUPERVISION

The Contractor have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.5 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will be made available to the Contractor for use in preparation of construction data related to the referenced contract subject to the following terms and conditions. Request specific drawing numbers of files required; the entire set of drawing files will not be

01 30 00.20 50 Page 4 provided.

Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CADD drawing files are not construction documents.

Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished CADD files, the signed and sealed construction documents shall govern. The Contractor is responsible for determining if any conflict exists. Use of these CADD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing construction data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed.

1.6 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

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PART 3 EXECUTION

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DIVISION 01 - GENERAL REQUIREMENTS

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PROJECT MEETINGS

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PART 1 GENERAL

1.1 SUBMITTALS

1.2 PRECONSTRUCTION CONFERENCE

1.2.1 Scheduling

1.2.2 Purpose

1.2.3 Discussion Items

1.3 PROJECT MEETINGS

1.4 OTHER MEETINGS

1.5 FACILITY MEETINGS

1.6 MINUTES OF MEETINGS

1.7 WARRANTY MANAGEMENT PLAN

PART 2 PRODUCTS

PART 3 EXECUTION

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PROJECT MEETINGS

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PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. Transmit submittal items in accordance with Section 01 33 00.00 50 SUBMITTAL PROCEDURES. Bring following administrative submittal items to Preconstruction Conference:

SD-01 Preconstruction Submittals

A Project Submittal Schedule shall be submitted in accordance with paragraph entitled, "Project Meetings," of this section.

The Contractor shall submit a Weekly Progress Report at the first meeting of each month.

1.2 PRECONSTRUCTION CONFERENCE

1.2.1 Scheduling

After award of the construction contract and prior to the start of any construction work, the Contracting Officer (CO) will schedule and conduct a preconstruction conference. The Contractor's Project Manager, Superintendent and Quality Control System Manager shall attend this meeting. The Contractor is encouraged to have an officer of his company (Project Manager could be this person) and representation from each of his sub-contractors at the conference. This conference will be held at a location and time as specified by the CO.

1.2.2 Purpose

The purpose of this preconstruction conference is to enable the CO to outline the procedures that will be followed by the Government in its administration of this construction contract and to discuss the performance that will be expected from the Contractor. This conference will allow the Contractor an opportunity to ask questions about the Government's supervision and inspection of contract work, about security requirements, regulations, etc. The CO may invite Using Service personnel and any other Government personnel to attend this conference.

1.2.3 Discussion Items

The following is a list of items for discussion during the preconstruction conference. However, the Contracting Officer may include additional items for discussion as conditions and the work require.

a. Authority of the Area/Resident Engineer and organization of the Area/Resident office.

b. Contractor's Progress Schedule.

c. Correspondence Procedures.

d. Contractor Labor Standards Provisions.

01 31 19.00 50 Page 3

e. Contract Modifications and Administrative Procedures.

f. Contractor's Administrative, Laydown and Storage Areas.

g. Procedures for Processing Submittals.

h. Payment Estimate Data and Procedures.

i. Contractor Utilities.

j. Security Requirements and Other Regulations, if applicable.

k. Government Furnished Equipment, if applicable.

l. Disposition of Salvage Property.

m. Contractor Insurance Requirements.

n. Value Engineering Program.

o. Contractor Performance Evaluation.

p. As-Built Drawings.

q. Single Point of Contact for Warranty of Construction.

r. Turnover of Completed Facilities.

1.3 PROJECT MEETINGS

The Contractor shall attend weekly project meetings scheduled by the Government. The Contractor's Project Manager, Superintendent, and Contractor Quality Control System Manager (CQC System Manager) shall attend scheduled project meetings.

A Weekly Progress Report shall be submitted with the progress schedule, and shall address potential factors of delay, deficiencies, material delivery schedules, submittals, and safety issues.

A Project Submittal Schedule shall be submitted showing full coordination with the project schedule. All products and tests under each submittal number shall be prioritized and linked to the progress schedule.

1.4 OTHER MEETINGS

Other meetings are or may be scheduled to be held after the Preconstruction Conference, and such meetings may include the following:

a. Accident Prevention Safety Plan

b. Quality Control Plan.

c. Environmental Protection Plan.

d. Warranty Management Plan (Post Construction Warranty Conference)

1.5 FACILITY MEETINGS

The Facility may also schedule meetings with the Contractor through the CO during the progress of construction work.

1.6 MINUTES OF MEETINGS

The Contractor shall prepare minutes of the meeting and shall provide the Government with a signed original for review and concurrence. The minutes shall include all items discussed at the meeting and the Contractor shall make all corrections provided by the Government and resubmit the corrected minutes to the Government within seven days.

1.7 WARRANTY MANAGEMENT PLAN

The Contractor shall provide a Warranty Management Plan, not less than 30 days prior to the Post-Construction Warranty Conference. As a minimum, include a table, showing the requirements, and attach certificates:

01 31 19.00 50 Page 4

a. List of warranties provided.

b. List of equipment, names of manufacturers and suppliers and phone numbers.

c. Period of warranties and Start Date.

d. List of Extended Warranties.

e. Warranty Certificates.

f. Single Point of Contact for Warranty of Construction.

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PART 3 EXECUTION

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT SCHEDULE

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PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 QUALIFICATIONS- CONTRACTOR SCHEDULING REPRESENTATIVE

3.3 BASIS FOR PAYMENT

3.4 PROJECT SCHEDULE

3.4.1 Use of the Critical Path Method

3.4.2 Level of Detail Required

3.4.2.1 Cost and Resource Loading

3.4.2.2 Activity Durations

3.4.2.3 Procurement Activities

3.4.2.4 Critical Activities

3.4.2.5 Government Activities

3.4.2.5.1 Work activities to be included on the critical path

3.4.2.6 Responsibility

3.4.2.7 Work Areas

3.4.2.8 Modification or Claim Number

3.4.2.9 Bid Item

3.4.2.10 Phase of Work

3.4.2.11 Category of Work

3.4.2.12 Feature of Work

3.4.3 Scheduled Project Completion

3.4.3.1 Project Start Date

3.4.3.2 Constraint of Last Activity

3.4.3.3 Early Project Completion

3.4.4 Interim Completion Dates

3.4.4.1 Start Phase

3.4.4.2 End Phase

3.4.4.3 Phase X

3.4.5 Default Progress Data Disallowed

3.4.6 Out-of-Sequence Progress

3.4.7 Negative Lags

3.5 PROJECT SCHEDULE SUBMISSIONS

3.5.1 Preliminary NAS Project Schedule Submission

3.5.2 Initial NAS Project Schedule Submission

3.5.3 Monthly Network Analysis Updated (Entire NAS Project Schedule)

3.5.4 Review and Evaluation

01 32 01.00 10 Page 2

3.5.4.1 Acceptance

3.5.4.2 Baseline Network Analysis Schedule

3.5.5 Standard Activity Coding Dictionary

3.6 SUBMISSION REQUIREMENTS

3.6.1 Data CD/DVDs

3.6.1.1 File Medium

3.6.1.2 Disk Label

3.6.1.3 File Name

3.6.2 Narrative Report

3.6.3 Approved Changes Verification

3.6.4 Schedule Reports

3.6.4.1 Milestone Report

3.6.4.2 Activity Report

3.6.4.3 Logic Report

3.6.4.4 Total Float Report

3.6.4.5 Earnings Report

3.6.5 Network Diagram

3.6.5.1 Continuous Flow

3.6.5.2 Project Milestone Dates

3.6.5.3 Critical Path

3.6.5.4 Banding

3.6.5.5 Earning (S-Curves)

3.7 PERIODIC PROGRESS MEETINGS

3.7.1 Meeting Attendance

3.7.2 Update Submission Following Progress Meeting

3.7.2.1 Progress Meeting Contents

3.7.2.2 Start and Finish Dates

3.7.2.3 Time Completion

3.7.2.4 Cost Completion

3.7.2.5 Logic Changes

3.7.2.6 Other Changes

3.8 REQUESTS FOR TIME EXTENSIONS

3.8.1 Justification of Delay

3.8.2 Submission Requirements for Time Extension Requests

3.8.3 Contractor falls behind the approved project schedule

3.8.4 Additional Submission Requirements

3.9 DIRECTED CHANGES

3.10 OWNERSHIP OF FLOAT

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PROJECT SCHEDULE

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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) Administration -- 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 information only. Submit the following in accordance with Section 01 33 00.00 50 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Qualifications Standard Activity Coding Dictionary

SD-03 Product Data

Preliminary NAS Project Schedule Initial NAS Project Schedule Baseline Network Analysis Schedule Monthly Network Analysis Updated

1.3 PROJECT SCHEDULER QUALIFICATIONS

The contractor shall designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports.

PART 2 PRODUCTS

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PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of design and construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and

01 32 01.00 10 Page 4 suppliers working on the project must 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.The Government will use the NAS Project Schedule to evaluate the contractor's progress for timely completion, plan for Quality Assurance verification of the work and evaluate the effects of a proposed modification on the contract duration (critical path activities).

3.2 QUALIFICATIONS- CONTRACTOR SCHEDULING REPRESENTATIVE

The Contractor shall designate, a scheduling representative, the individual tasked with the responsibility for preparation-updating-revision of the NAS schedule who shall be responsible for the preparation and submittal of the entire NAS project schedule including all items specified below and revisions to the schedule or supplemental completion schedules, as applicable or directed by the Contracting Officer. The scheduling representative shall be approved by the Contracting Officer based on a resume indicating as a minimum, formal training from software vendor or 5 years experience in working with NAS schedules.

3.3 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.

3.4 PROJECT SCHEDULE

The contractor shall prepare the NAS schedule using a computer software system. The system utilized by the Contractor shall be capable of satisfying all requirements of this specification and ER 1-1-11. Manual methods used to produce any required information shall require prior approval by the Contracting Officer. The Contracting Officer intends to use PRIMAVERA P6.