Warehouse__4_Specifications.pdf

WAREHOUSE 4 DOCKS AND SLABS RENOVATION

DEFENSE SUPPLY CENTER RICHMOND

Richmond, Virginia

USACE Project Contract W91236-13-D-0035 Project Number 462678

WTS Project Number 1303-KK

SPECIFICATIONS

RTA Submittal Date: 06 August 2018

Waller, Todd & Sadler Architects, Inc.

NRW Engineering

J.P. Harvey Engineering Consultants

MSA, P.C.

GeoEnvironmental Resources, Inc.

WAREHOUSE 4 DOCKS AND SLABS RENOVATION W91236-13-D-0035

DEFENSE SUPPLY CENTER - RICHMOND, VIRGINIA Project Number 462678

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 50 SUMMARY OF WORK FOR NORFOLK DISTRICT PROJECTS

01 30 00.20 50 ADMINISTRATIVE REQUIREMENTS

01 31 19.00 50 PROJECT MEETINGS

01 32 01.00 50 PROJECT SCHEDULE

01 33 00.00 50 SUBMITTAL PROCEDURES

01 35 26.00 50 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 02.00 50 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 50 CONTRACTOR QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 02.00 50 TEMPORARY CONSTRUCTION FACILITIES

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

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

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 42 96 REMOVAL AND SALVAGE OF HISTORIC CONSTRUCTION MATERIALS

02 83 13.00 20 LEAD IN CONSTRUCTION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 52 00 METAL RAILINGS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 33 23 OVERHEAD COILING DOORS

08 34 19.10 20 ROLLING FIRE DOORS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

PROJECT TABLE OF CONTENTS Page 1

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 56 00 EXTERIOR LIGHTING

DIVISION 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

NUMBER SHEET TITLE

G-001 COVER SHEET

V-100 EXISTING UTILITY STRUCTURE TABLE & SURVEY NOTES

V-101 EXISTING CONDITIONS

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CG101 GRADING PLAN

C-501 DETAIL SHEET

C-502 DETAIL SHEET

HM101 OVERALL FLOOR PLAN - HAZARDOUS MATERIALS

S-001 GENERAL NOTES

S-100 OVERALL SLAB PLAN

S-101 SLAB REPAIR PLAN WAREHOUSE 4 BAY B

S-102 SLAB REPAIR PLAN WAREHOUSE 4 BAY C

S-103 SLAB REPAIR PLAN WAREHOUSE 4 BAY D

S-104 SLAB REPAIR PLAN WAREHOUSE 4 BAY E

S-105 SLAB REPAIR PLAN WAREHOUSE 4 BAY F

S-106 SLAB REPAIR PLAN WAREHOUSE 4 BAY G

S-107 SLAB REPAIR PLAN WAREHOUSE 4 BAY H

S-501 TYPICAL DETAILS

S-502 LOADING DOCK SECTION

A-001 ABBREVIATIONS, SYMBOLS, AND LEGENDS

AD101 OVERALL EXISTING FLOOR PLAN AND ELEVATIONS

AD102 PARTIAL DEMOLITION FLOOR PLAN

AD103 PARTIAL DEMOLITION FLOOR PLAN

A-101 PARTIAL NEW WORK FLOOR PLAN

A-102 PARTIAL NEW WORK FLOOR PLAN

A-401 ENLARGED PLANS AND DETAILS

P001 PLUMBING NOTES, LEGEND, AND ABBREVIATIONS

PD101 PARTIAL FLOOR PLAN - DOCK AREA A, B, AND C - PLUMBING - DEMOLITION

PD102 PARTIAL FLOOR PLAN - DOCK AREA D, E, AND F - PLUMBING - DEMOLITION

PD103 PARTIAL FLOOR PLAN - DOCK AREA G AND H - PLUMBING - DEMOLITION

P-101 PARTIAL FLOOR PLAN - DOCK AREA A, B, AND C - PLUMBING

P-102 PARTIAL FLOOR PLAN - DOCK AREA D, E, AND F - PLUMBING

P-103 PARTIAL FLOOR PLAN - DOCK AREA G AND H - PLUMBING

DOCUMENT 00 01 15 Page 1

E001 ELECTRICAL LEGEND, LIGHT FIXTURE SCHEDULE, AND LIGHTING DETAIL

ED101 PARTIAL FLOOR PLAN - DOCK AREA A, B, AND C - ELECTRICAL - DEMOLITION

ED102 PARTIAL FLOOR PLAN - DOCK AREA D, E, AND F - ELECTRICAL - DEMOLITION

ED103 PARTIAL FLOOR PLAN - DOCK AREA G AND H - ELECTRICAL - DEMOLITION

E-101 PARTIAL FLOOR PLAN - DOCK AREA G AND H - ELECTRICAL

-- End of Document --

DOCUMENT 00 01 15 Page 2

SECTION 01 11 00.00 50

SUMMARY OF WORK FOR NORFOLK DISTRICT PROJECTS

2/2013

PART 1 GENERAL

1.1 DEFINITIONS

a. Facility: The facility is:

Warehouse Building 4 Defense Logistics Agency - Aviation DSCR, Richmond, Virginia

CO: Contracting Officer or his authorized representative.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes the following and incidental related work.

1.2.1.1 Construct Warehouse 4 Docks and Slabs Renovation

The Warehouse facility has developed cracks in the floor slabs that require repair, and all slab expansion joints has lost their flexible expansion material filler and require replacement. The loading dock requires replacement, leaving only a portion in place to remain. New stairs and handicap ramp will be required to provide accessibility from the warehouse to new pedestrian area and parking spaces. Several existing overhead doors require replacement.

The interior renovation shall provide repaired concrete slabs throughout the Warehouse facility. The renovation shall replace multiple overhead doors, both on the exterior of the facility as well as the fire-rated doors that separate the bays, while maintaining the 3-hour rating required between bays.

The exterior renovations shall provide a new elevated dock along the south of the Warehouse facility. The exterior work shall also provide new stairs and a handicap ramp that will be required to provide accessibility from the warehouse to the new pedestrian area and parking spaces.

Exterior improvements for Warehouse 4 include a new 24-foot wide roadway to the south of the docks, ADA accessible parking, additional access to the warehouse docks, and roof drain tie-ins to the existing storm drain system. All exterior lighting shall be replaced with energy-efficient LED lighting.

1.2.2 Location

The work shall be located at Warehouse Building 4.

1.3 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

SECTION 01 11 00.00 50 Page 1 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.

1.3.1 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 Sub Contractor)

(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 (SS#)

(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 Officer will or will not grant entry to the Station. If entry is denied, the Contractor will be

SECTION 01 11 00.00 50 Page 2 immediately notified. DSCR Security may require updating or rechecking criminal history based on the duration of the contract. NOTE: DSCR Security has been denying entry to persons whose police record checks are positive.

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 DSCR 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 personnel must be made aware of the base speed limits:

25 mph (unless otherwise posted)

Speed limits are enforced and violators 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

SECTION 01 11 00.00 50 Page 3 necessarily be within reasonable walking distance of the construction site. The contractor shall provide transportation between the parking area and the construction site. Contractor 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 inspections/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.

(6) Information required for Vehicle Passes- Driver's are required to bring the vehicle, contract number, vehicle registration, copy of vehicle insurance policy, valid state inspection documentation, and valid driver's license to the Visitor Control Center at the North Gate. Vehicles without passes will not be allowed entry to base.

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 (watchmen, alarm, etc), security concerns, security problems, or unusual activities within the job site.

1.4 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

SECTION 01 11 00.00 50 Page 4 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.

1.4.1 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.

1.4.2 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.

1.4.3 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.

1.5 SPECIAL CONTRACTOR REQUIREMENTS

1.5.1 COORDINATION IN WORK AREAS

1.5.1.1 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.

1.5.1.2 Unoccupied Work Area

The area where the Contractor is scheduled to perform the work will not be occupied during the work, however, the Contractors work activities may affect other area(s) that are occupied. All work shall be in accordance with the Contractor's work plan.

1.5.1.3 Maintenance of Utilities

Any active utilities, including but not limited to electricity, gas, water, sewer, heating, air conditioning, or any like service, that will require interruption or replacement in any occupied area affected as a result of the Contractors scheduled work activities, shall be temporarily provided by the Contractor at his own expense until the affected service is fully and permanently restored. All temporary method(s) of service

SECTION 01 11 00.00 50 Page 5 replacement the Contractor proposes for use on this contract shall be approved by the CO prior to commencing the work.

1.5.1.4 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.

1.5.1.5 Existing Utility Location

Existing utilities must be located before doing any digging work on Facility. The Contractor shall be responsible to contact the DSCR Chief of Utilities, obtain all necessary existing utility locations, which may be necessary to accomplish his work, and mark any utility lines in the immediate vicinity of his work. The initiation of utilities shall be requested and coordinated with the DSCR Chief of Utilities.

1.5.1.6 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.

1.5.1.7 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.

1.5.2 STRUCTURAL DRAWING DIMENSIONS

The building layout, including both horizontal and vertical dimensions, is shown on the Architectural sheets contained in the contract drawings.

The Contractor shall use the dimensions from the Architectural sheets to obtain dimensions for foundation layout and structural members as necessary to prepare all shop drawings and fabricate structural members.

There may be some instances where the Contractor shall have to adjust actual dimensions to the submitted items that he will use, to finalize the location of a structural member. Any such adjustments shall be clearly identified on the submitted shop drawings for Government review.

1.6 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 entitled "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

SECTION 01 11 00.00 50 Page 6 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.

1.6.1 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 JUL AUG SEP OCT NOV DEC

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

1.6.2 Records

Upon acknowledgement of the Notice to Proceed and continuing throughout the contract, the Contractor will record on the daily CQC report, the 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 or more of the Contractor's scheduled work day.

1.6.3 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, above, the contracting officer will convert any qualifying 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)".

1.7 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

SECTION 01 11 00.00 50 Page 7 schedule and perform this work so as to effectively cooperate with all other Contractors and Government agencies.

1.8 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.9 EXISTING WORK

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

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

b. 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.

1.10 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.11 INTERRUPTIONS OF UTILITIES

1.11.1 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.

1.11.2 Request

Request for permission to shut down services shall be submitted in writing to the CO not less than 10 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.)

SECTION 01 11 00.00 50 Page 8

b. Size of line and location of shutoff.

c. Buildings and services affected.

d. Hours and date of shutoff.

e. Estimated length of time service will be interrupted.

1.11.3 Service Interruptions

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

1.11.4 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.

1.11.5 Utilities Operation

Operation of valves on water mains will be by Government personnel. Where shutoff of water lines 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.

1.11.6 Gas

All connections and tie-ins shall occur under direction and supervision of CO. Flow in gas 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.

1.12 SALVAGE MATERIAL AND EQUIPMENT

Salvage material shall include one (1) existing 10 foot by 14 foot overhead sectional door, and all associated hardware.

Items designated by the Contracting Officer to be salvaged shall be considered as "historic" and shall be preserved as part of the work. See specific instructions in Section 02 42 96 REMOVAL AND SALVAGE OF HISTORIC

CONSTRUCTION MATERIALS.

The salvaged property shall be segregated, itemized, delivered, and off-loaded at the storage area located on site.

Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until reinstallation.

1.13 PHYSICAL DATA

The physical conditions indicated on the drawings and in the

SECTION 01 11 00.00 50 Page 9 specifications are the result of site visits and surveys.

1.14 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.

1.14.1 Contamination Removal

In the event 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.

1.14.2 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.

1.14.3 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.

1.15 HISTORICAL AND ARCHAEOLOGICAL 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 or prehistoric artifact, object of antiquity, or archaeological 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.

SECTION 01 11 00.00 50 Page 10

1.16 EQUIPMENT-IN-PLACE LIST

The Contractor shall maintain a list of equipment installed under the terms of the contract. In the event that the contract includes more than one building or facility, a list must be maintained for each and delivered to the Contracting Officer upon acceptance of each building or facility.

Forms to be used for this purpose shall be obtained from the Area Engineer's Office. The list shall include the following:

a. Contract number

b. Description of item

c. Model number

d. Serial number

e. Capacity

f. Name of manufacturer

g. Address of manufacturer

h. Condition of item

i. Replacement cost

j. Name of person who checked item

1.17 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.17.1 Allowable Costs

Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a Contractor or subcontractor at any tier shall be based on actual cost data when the Government can determine both ownership and operating costs for each piece of equipment or equipment groups of similar serial and series from the Contractor's accounting records. When both ownership and operating costs cannot be determined from the Contractor's accounting records, equipment costs shall be based upon the applicable provisions of EP 1110-1-8, "Construction Equipment Ownership and Operating Expense Schedule," Region II. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the Contracting Officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retrospective pricing, the schedule in effect at the time the work was performed shall apply.

1.17.2 Rental Costs

Equipment rental costs are allowable, subject to the applicable provisions of the Federal Acquisition Regulations, and shall be substantiated by certified copies of paid invoices. Rates for equipment rented from an organization under common control, lease-purchase or sale-leaseback arrangements will be determined using the schedule except that rental costs leased form an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees are allowable. Costs for major repairs and overhaul are unallowable.

1.17.3 Equipment Costs

When actual equipment costs are proposed and the total amount of the pricing action is over $25,000, cost or pricing data shall be submitted on the Standard Form 1411, "Contract Pricing Proposal Cover Sheet". By

SECTION 01 11 00.00 50 Page 11 submitting cost or pricing data, the Contractor grants to the Contracting Officer or an authorizing representative the right to examine those books, records, documents and other supporting data that will permit evaluation of the proposed equipment costs. After price agreement the Contractor shall certify that the equipment costs or pricing data submitted are accurate, complete and current.

1.17.4 Marine Equipment

In determining the ownership expense for marine equipment as described in the Schedule, the average use per year shall be 8 months.

1.18 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 projects, or for any other reason is considered by the Contracting Officer to be incompetent or otherwise objectionable.

1.19 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.

1.20 PURCHASE ORDERS

To ensure proper expediting of orders the Contractor and his subcontractors shall furnish to the Contracting Officer, one copy of each purchase order covering supplies or services required for performance of the work. Each purchase order shall clearly indicate the date of placement, the date delivery is required in order to avoid delay in the scheduled progress of the work, and the date delivery is promised by the supplier or producer. Copies of purchase orders shall be forwarded on the date issued.

1.21 PROFIT

1.21.1 Weighted Guidelines

Weighted guidelines method of determining profit shall be used on any equitable adjustment change order or modification issued under this

SECTION 01 11 00.00 50 Page 12 contract. The profit factors shall be as follows:

Factor Rate Weight Value

Degree of Risk 20 Relative difficulty of work 15 Size of Job 15 Period of performance 15 Contractor's investment 05 Assistance by Government 05 Subcontracting 25

1.21.2 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 indicates the fair and reasonable profit percentage under the circumstances of the particular procurement.

1.21.2.1 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.

1.21.2.2 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.

1.21.2.3 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.

1.21.2.4 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 not required.

1.21.2.5 Contractor's Investment

To 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.

SECTION 01 11 00.00 50 Page 13

1.21.2.6 Assistance by Government

To 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.

1.21.2.7 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.

1.22 BLASTING

Blasting will not be permitted.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 11 00.00 50 Page 14

SECTION 01 30 00.20 50

ADMINISTRATIVE REQUIREMENTS

10/06

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 or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00.00 50 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Progress and completion pictures

SD-04 Samples

COLOR/FINISH BOARDS

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 63 calendar days after notice to proceed. The samples shall be presented on 8-1/2 by 11 inch boards (modules) with a maximum spread of 24 by 31 1/2 inches for foldouts.

Modules shall be designed 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, samples not less than 12 inches square shall be submitted with the board. If more space is needed, more than one board per set may be submitted. The Contractor shall certify that he has reviewed the color samples in detail and that the color samples are in accordance with contract drawings and specifications, except as may be otherwise explicitly stated. Submittal of color samples shall 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 illustration 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, SECTION 01 30 00.20 50 Page 1 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 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 digital photographs prior to the seventh day of each month from a minimum of ten views from points located by the Contracting Officer. Submit a sketch or drawing indicating points of view. Submit with the monthly invoice two sets of digital photographs each set on a separate CD-R, cumulative of all photos to date. Cross reference submittals in the appropriate daily report.

1.4 SUPERVISION

Contractor shall have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

1.5 PARTNERING

LEVEL A PARTNERING: To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership with the contractor and its subcontractors. In addition, other key personnel, including the client who will occupy the facility, the designer-of-record, principal individuals from the Government, the project sponsor, and the representative(s) of the facility owner will also be invited to participate in the partnering process. The partnering relationship is based upon trust, dedication to common goals, an understanding of each

SECTION 01 30 00.20 50 Page 2 other's expectations and values, and a commitment to success. The goals of the partnering process are improved communication, efficiency and cost effectiveness, increased opportunity for innovation, and the continuous improvement of product quality. The partnership will strive to draw on the strength of each organization in an effort to achieve a quality project done right the first time, within budget, on schedule, and without any safety mishaps, thereby providing the opportunity for the contractor to make a reasonable profit.

Anticipate that the initial session will be one-day minimum and the follow-on sessions, held at a minimum of once every three months or as agreed to by the partners, will be half-day minimum. The initial partnering session shall be held away from the project site at a location acceptable to the contractor and to the Government; the follow-on sessions can be held at locations agreed to by the partners. Key members of the prime and subcontractors teams, including senior management, must participate. For a Level A partnering session, the contractor is responsible for providing an experienced professional facilitator to conduct the meeting. The contractor shall pay all costs associated with the partnering effort, including facilitator, meeting room, audio-visual equipment, refreshments, and working meals. All participants are responsible for the costs of their own meals, lodging, and transportation required in order to attend the partnering session.

1.6 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 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

SECTION 01 30 00.20 50 Page 3 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.

1.7 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats.

Within 10 days after contract award, the Contractor shall 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, terrorist threats, etc.

Multiple email address will 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). The Contractor shall promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 30 00.20 50 Page 4

SECTION 01 31 19.00 50

PROJECT MEETINGS

04/06

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 or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00.00 50 SUBMITTAL PROCEDURES:

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 Monthly…