P2763063Spec.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS CENTER

SPECIFICATIONS FOR

REPAIR EATONS NECK HOUSING

PSN 2763063

AT

USCG STA EATONS NECK

12 LIGHTHOUSE RD

NORTHPORT, NY

(SUFFOLK COUNTY)

Leo Grenier - Design Project Mgr. Gerry Gosselin - Design Branch Chief

A. A. JACOBS, BY DIRECTION

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT STREET SUITE 100

WARWICK, RHODE ISLAND 02886

Repair Eatons Neck Housing 2763063 Final Submission

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 32 00 CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 77 00 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 13.00 10 ASBESTOS ABATEMENT

02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS

02 83 13.00 20 LEAD IN CONSTRUCTION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY AND UNIVERSAL WASTE

DIVISION 03 - CONCRETE

03 01 30.71 CONCRETE REHABILITATION

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

DIVISION 04 - Not Used

DIVISION 05 - METALS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 31 13 ASPHALT SHINGLES

07 60 00 FLASHING AND SHEET METAL

07 72 00 ROOF VENTILATORS, GRAVITY-TYPE

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 22 20 FIBERGLASS REINFORCED PLASTIC (FRP) DOORS AND FRAMES

08 36 13 SECTIONAL OVERHEAD DOORS

08 53 00 PLASTIC WINDOWS

08 71 00 DOOR HARDWARE

PROJECT TABLE OF CONTENTS Page 1

DIVISION 09 - FINISHES

09 29 00 GYPSUM BOARD

09 64 29 WOOD STRIP AND PLANK FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 01 EXTERIOR SIGNAGE

DIVISION 11 - Not Used

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

DIVISION 13 - Not Used

DIVISION 14 - Not Used

DIVISION 21 - Not Used

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 PLUMBING PIPING INSULATION

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 13.34 40 CONTROL VALVES, SELF-CONTAINED

23 09 53.00 20 SPACE TEMPERATURE CONTROL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM

23 23 00 REFRIGERANT PIPING

23 31 13.00 40 METAL DUCTS

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS

23 52 00 HEATING BOILERS

23 82 00.00 20 TERMINAL HEATING UNITS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 25 - Not Used

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.10 10 INSULATED WIRE AND CABLE

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 51 00 INTERIOR LIGHTING

DIVISION 27 - Not Used

PROJECT TABLE OF CONTENTS Page 2

DIVISION 28 - Not Used

DIVISION 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 11 23 NATURAL GAS AND LIQUID PETROLEUM PIPING

DIVISION 34 - Not Used

DIVISION 35 - Not Used

DIVISION 40 - Not Used

DIVISION 41 - Not Used

DIVISION 42 - Not Used

DIVISION 43 - Not Used

DIVISION 44 - Not Used

DIVISION 45 - Not Used

DIVISION 46 - Not Used

DIVISION 48 - Not Used

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 DEFINITIONS

COR - Contracting Officer's Representative, a person employed by the Government to represent the Government for this project.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes the renovation and repair of eleven (11) two story wood framed residential housing units configured into 6 structures and incidental related work. The work to be performed in each residential housing unit is similar, but not identical to the others. The contractor should take careful note of each units' scope of work and address each accordingly.

Generally, the work to be provided is the provision of material equipment and labor to perform the following:

Remove and replace roofing and flashings. Remove and replace damaged wood substrates on a unit price basis, with verification of Contracting Officer.

Remove and replace siding and trim.

Remove and replace windows, flashing and interior and exterior trim.

Remove and replace damaged wood substrates on a unit price basis, with verification of Contracting Officer. Provide and install new horizontal blinds at each window opening.

Remove and replace exterior doors and garage doors, frame and interior and exterior casing.

Repair concrete foundation spalls and cracks.

Remove and replace thermal insulation with new and additional insulation in attic and crawl spaces.

Remove oil fired furnaces along with oil tanks and concrete pads. Replace furnaces with new LP gas fired furnaces and new domestic in-direct hot water systems. Provide and install new gas piping from furnace to LP stroage tank. LP storage tank and concrete mounting pad to be furnished and installed by Owner's LP supplier.

Remove masonry chimneys.

Provide limited scope air conditioning system in each unit.

Remove and replace selected electrical devices.

Remove and replace selected bathroom exhaust systems.

Remove and replace damaged hot water baseboard radiation system and covers.

Refinish wood floors in selected units. Replace finished wood floors in selected units.

Provide new interior finish on garage ceilings, close openings to crawl spaces, repair wall finishes.

Paint interior surfaces throughout each unit, walls, ceilings, trim whether new or existing.

Remove and replace selected porches, stairs, as indicated. Provide handrails, where indicated.

Provide ventilation and supplemental heat in crawl spaces.

SECTION 01 11 00 Page 1

Demolition and removal of octagon shaped galley storage building.

Provide moving services for the relocation of tenants, within the housing complex. The scope shall be to move the complete contents of 5 occupied housing units. Provide cost on a unit basis.

The above list is provided for convenience to the contractor. The Contractor is to be aware that the work is separated into Base Bid work and Options. Options to be included into the contract for construction will be determined after review of contractor bids.

1.2.2 Location

The work is located at the Eatons Neck Coast Guard Station, in Northport, New York. The approximate location is as indicated on the drawings.

1.3 OCCUPANCY OF PREMISES

Portions of the six building complex will be occupied during performance of work under this Contract. However, it must be noted that the work of this contract is to be performed only on and during periods, to be scheduled, on buildings that are not occupied. The contractor is to take special care in understanding the phasing of the work, and its responsibility in moving residents to and from housing units in order to perform the work. The requirements of the contractor in this regard are indicated elsewhere in these contract documents and/or specification.

Before work is started, the contractor is to 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, and the construction site in general. All phasing and scheduling is to be in conformity to the phasing plan included in the contract documents.

The project is to be executed in phases, where housing Units 1, 2, and 3 located in Building 9737 and Units 7 and 8 located in Building 9734 shall be renovated/altered first; occupants comprising the 5 occupied units shall be moved; then, the balance of the housing units shall be renovated/altered. The demolition of the octagon shaped building will be scheduled by the Contractor in consultation with the COR.

1.4 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 is to remain as found.

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 must be in a condition equal to or better than that which existed before new work started.

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation by contacting the Contracting Officer 15 calender days in advance of any digging or excavation. Follow Contracting Officers requirements for locating and

SECTION 01 11 00 Page 2 marking underground utilities. Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday.

Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made. Perform toning where indicated or shown by the Contracting Officer.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work. For this location, contact the local utility or Dig Safe 48 hours prior to excavating. Contractor is responsible for marking all utilities not marked by the utility or Dig Safe.

1.6 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

Pursuant to Contract Clause "FAR 52.245-1, Government Property", the Government will furnish the following materials and equipment for installation by the Contractor:

SECTION 01 11 00 Page 3

DESIGNATION NO. DESCRIPTION QUANTITY

GS1

Garage Door Operators

Pre-hung wood panel doors, approximately 2'-0" or 2'-6" x 6'-8" panels depending upon location, prehung in 3/4"x4 1/2" wood frame. Prehung doors/frames/ are to be installed by the Contractor. Doors and frames are prime painted, and are to be finish painted by the Contractor. Door hardware, knob, latch, etc is to be relocated from existing door to new door by the Contractor.

The Government will provide new overhead garage door operators, 11 units. These devices shall be installed by the Contractor in each garage, in properly working condition to lift garage door provided and installed by the Contractor.

1.6.1 Delivery Schedule

Materials and equipment will be available at the commencement of the work, as these materials are being stored on site by the Government. The Contractor is to inspect the materials for damage in the presence of the Contracting Officer and any and all materials found to be unsuitable for use and or installation into the work of this contract shall be appropriately noted with corrective measures to be determined at that time, which may be a credit to the Government for work not to be preformed or the Government may at its own expense provide suitable materials to replace unsuitable materials, or the Government may request the Contractor to supply suitable material, all to be determined at the time of inspection.

1.7 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within the construction site.

Interior Door Hardware (to be reinstalled by the work of this project) Lightning Protection System (to be reinstalled by the work of this project)

Provide a Salvage Plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is

SECTION 01 11 00 Page 4 approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

1.8 SUPERVISION

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.

1.9 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, and prosecution of the work.

Major subcontractors who will engage in the work shall also attend.

1.10 INSPECTION

The Contractor shall keep the Contracting Officer or duly appointed representative fully informed of contract operations and plans so that a representative may arrange at various times that work is being performed.

1.10.1 Contractor's Daily Log

The Contractor shall complete the USCG Daily Log form at the end of each working day and deliver it to the Government Inspector. The Government Inspector will attest to its accuracy by initiating the form and forwarding that form to CEU Providence. The form will be provided to the Contractor by the Contracting Officer's representative.

1.11 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 e-mail to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple e-mail 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 e-mail address.

1.12 FIRST TIER CONTRACTOR REQUIREMENTS FOR ASBESTOS CONTAINING MATERIALS

Accomplish all contract requirements of Section 02 82 16.00 20 ENGINEERING

CONTROL OF ASBESTOS CONTAINING MATERIALS, 02 82 13.00 10 ASBESTOS

ABATEMENT, assigned to the Private Qualified Person, Designated Competent Person, directly with a first tier subcontractor.

SECTION 01 11 00 Page 5

1.13 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.13.1 Exterior Roof Sheathing

Unit of Measure for this item is 16 square feet.

Description: Removal of rotted or weather damaged roof sheathing found after removal of roofing membrane. Provide and install replacement of the same area of material with new 5/8" CDX plywood. Sheathing shall be installed so that a minimum of 3 rafters are engaged with each piece of material. Subject to approval of the COR.

1.13.2 Exterior Wall Sheathing

Unit of Measure for this item is 16 square feet.

Description: Removal of rotted or weather damaged wall sheathing found after removal of siding and window units. Provide and install replacement of same area of material with new 5/8" CDX plywood. Sheathing shall be installed so that a minimum of 3 studs are engaged with each piece of material. Subject to approval of the COR.

1.13.3 Exterior Wall Framing

Unit of measure for this item is 8 lineal feet.

Description: Removal of rotted or weather damaged wood wall framing, stud or sill, found during removal of siding, window units and sheathing.

Provide and install replacement of the damaged material in a manner that will maintain the integrity and structural properties of the wall frame.

Wood material shall be 2x4 Stud Grade Doug-Fir or better. Subject to approval of the COR.

1.13.4 Exterior Wall Insulation

Unit of Measure for this item is 4 square feet.

Description: Removal of water damaged insulation found within exterior wood framed walls. Provide and install new R-13 Kraft-faced insulation between framing members in a manner that places vapor barrier side to the interior of the building, secured in place to prevent sagging within the wall cavity. Subject to the approval of the COR.

1.13.5 Floor Framing

Unit of Measure for this item is 14 lineal feet.

Description: Removal of rotted or water damaged floor joist or part thereof, and provide and install new 2x10 Doug-Fir No. 2 or better material in its place, along with a new sistered joist spanning the repair a minimum of 6 feet that is to be glued and screwed to act as one piece.

SECTION 01 11 00 Page 6

Subject to the approval of the COR.

1.13.6 Floor Rim Board

Unit of Measure for this item is 4 lineal feet.

Description: Removal of rotted or water damaged floor rim board or part thereof, and provide and install new 2x10 Doug-Fir No. 2 or better material in its place. Subject to the approval of the COR.

1.13.7 Floor Sheathing

Unit of Measure for this item is 16 sq. ft.

Description: Removal of rotted or damaged floor sheathing. Provide and install new 3/4" CDX plywood in the same area as removed material.

Sheathing shall be installed so that a minimum of 3 studs are engaged with each piece of material. Subject to approval of the COR.

1.14 ALLOWANCES

1.14.1 Pipe Insulation in Crawl Spaces

Unit of Measure for this item is one housing unit. The value of this work shall be included in, not an addition to, the bid price, in accordance with Base Bid or Options, as indicated elsewhere.

Description: 75 feet of ¾" hot and/or cold water pipe insulation per housing unit.

1.14.2 Roof Sheathing and Roofing Membrane

Unit of Measure for this item is one housing unit. The value of this work shall be included in, not an addition to, the bid price, in accordance with Base Bid or Options, as indicated elsewhere.

Description: Include 64 square feet of removal and replacement, per housing unit. Plus, 64 sq. ft. of 15 lb. felt and three tab asphalt shingles.

1.14.3 Wall Sheathing

Unit of Measure for this item is one housing unit. The value of this work shall be included in, not an addition to, the bid price, in accordance with Base Bid or Options, as indicated elsewhere.

Description: Include 512 square feet of removal and replacement, per housing unit.

1.14.4 Sill

Unit of Measure for this item is one housing unit. The value of this work shall be included in, not an addition to, the bid price, in accordance with Base Bid or Options, as indicated elsewhere.

Description: Include 32 lineal feet of wall framing replacement and 6 lineal feet of rim board and sill replacement, per housing unit.

SECTION 01 11 00 Page 7

1.14.5 Batt Wall Insulation

Description: Provide in the bid price, the removal and replacement of 512 square feet of R-13 fiberglass batt wall insulation with kraft paper vapor barrier facing, per housing unit.

1.15 MOVING OF BUILDING OCCUPANTS

The Contractor is to provide moving services for existing tenants of occupied Units. In conjunction with the Contractor's phased schedule of work, the Contractor is to schedule , provide and execute the moving of occupants and all of their possessions from a housing unit to a recently completed Unit. That is, the Contractor is to engage the services of an insured and licensed moving company that will provide a complete service of materials, labor, insurance, etc. timed to correspond with sequence of work that has been agreed to between the Contractor and the Government.

The COR and Housing Officer will work with the tenants to coordinate each move. Tenants shall be provided with as much notice as possible with regard to when they will be required to move, but shall be given a minimum of 21 days notice. Tenants shall be provided with a 14 day window from which to choose when their move will occur.

The Contractor shall include tenant moves in all look ahead schedules.

In pricing this portion of the work, the Contractor is to assume that the tenant (occupant) will NOT assist the Contractor in packing, moving, scheduling the relocation of tenant possessions. All items will be removed from a unit and placed into the newly renovated unit in precisely the same location, from which it was taken, but in the new unit.

The Contractor in providing a price to the Government for this portion of the work will, with the concurrence of the COR, provide the cost on a unit by unit basis, recognizing that not all of the units are or will be occupied at the start of the project. The number of units to be moved shall be five (5) units, as verified by the COR.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 8

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 CONTRACTOR ACCESS AND USE OF PREMISES

1.1.1 Site Access

The road leading up to the entry gate is located on private property. Use of the road is granted for the use of the USCG provided due respect is provided by the users of the road, to wit, all users of the access road are to:

limit the speed of their respective vehicles to a maximum speed of 25 MPH.

slow their vehicles in the presence of animals, horses in particular.

maintain manufacturer's provided sound control system on each vehicle.

The USCG maintains the gate access.

1.1.2 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.1.2.1 Subcontractors and Personnel Contacts

Provide 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, correct and change the information contained in previous lists.

1.1.2.2 Identification Badges and Installation Access

All personnel that will be working on the construction site are to wear identification badges issued by the Contractor, indicating that that individual is employed by the Contractor. Such a badge will indicate the name of the individual and the name of the company from which he is employed. The badges shall indicate to the USCG that the Contractor is aware of that person being on the premises and that the Contractor is responsible for the actions of that person.

1.1.2.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

SECTION 01 14 00 Page 1

1.1.3 Working Hours

Regular working hours must consist of an 8 1/2 hour period , between 7:30 a.m. and 4:00 p.m., Monday through Friday, , excluding Government holidays.

1.1.4 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

1.1.5 Exclusionary Period

No work must be performed during the period TBD by COR, inclusive, without prior written approval of the Contracting Officer. This period has not been considered in computing the time allowed for the performance of this contract.

1.1.6 Occupied Building

The Contractor shall be working in an existing building and around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains and Government material located in the project area during the construction period.

Relocate movable furniture as required to perform the work, protect the furniture, and replace the furniture in its original location upon completion of the work. Leave attached equipment in place, and protect them against damage, or temporarily disconnect, relocate, protect, and reinstall them at the completion of the work.

The expectation is that movable furniture will not be a factor in the performance of the work, as the housing unit being worked upon will be vacant during the course of the work.

The Government will remove and relocate other Government property in the areas of the buildings scheduled to receive work. However, the Government has pre-hung doors and frames stored in one or two of the garages that are part of the work. These doors and frames will be turned over to the Contractor at the beginning of the project, with appropriate recognition and documentation by both the Contractor and COR that these doors and frames have been transferred and in quantities made certain at the time of transfer.

1.1.7 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or

SECTION 01 14 00 Page 2 on Saturdays, Sundays, and Government holidays. Conform to procedures required paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and gas are considered utility cutovers pursuant to the paragraph

WORK OUTSIDE REGULAR HOURS.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.2 SECURITY REQUIREMENTS

1.2.1 Areas Not Covered by Contract

The Contractor will not be permitted to enter buildings or areas not covered by the work included in this contract, except by prior approval of the Contracting Officer, Commanding Officer or Officer-in-Charge of the facility.

1.2.2 Parking

Prohibited on any piers and waterfront areas. Do not park on or block the marked fire lanes at any time. Vehicles may stop on the piers or waterfront areas for 15 minutes for loading and unloading. An exception may be made for vehicles which are part of the equipment needed to do the required work and are attached or connected to the pier of ship; for example, a truck which uses a mounted generator or a vehicle with built-in equipment.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 3

SECTION 01 32 00

CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

02/10

PART 1 GENERAL

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00, "Submittal Procedures."

SD-01 Preconstruction Submittals

Construction Schedule

Schedule of Values

1.2 CONSTRUCTION SCHEDULE

At the Pre-Construction Conference, submit a Construction Schedule and Schedule of Values in accordance with FAR Clause 52.236.15. The Schedule of Values shall be based on the actual breakdown of the bid price. The cost of insurance shall not be listed as a separate item but included as part of each item of work. The actual cost of bonds may be paid as the first progress payment when a receipt from the bonding company is presented to the Contracting Officer. For contracts under $25,000, a Schedule of Values is not required. In addition, keep the Government Inspector informed daily of the expected delivery dates for major pieces of equipment and materials.

The Construction Schedule shall clearly indicate the start and completion dates of major work components. The Schedule of Values shall clearly indicate unit value of all major work components.

The Construction Schedule shall incorporate at a minimum the following activities:

a. Mobilization

b. Demobilization

c. Pre-Construction Submittals

d. Work Activities

e. In-Progress Submittals

f. Final Government Inspection

g. Close-Out Submittals; i.e. Testing Balancing Reports, Warranties, Operation and Maintenance Manuals, Posted Instructions

h. As-Built Drawings

i. Factors which Constitute Potential Interruptions to Station Operations

SECTION 01 32 00 Page 1

Pre-Construction Submittals are those activities which encompass the obtaining, submission, review and approval of submittals necessary prior to the start of the related site work. Contractor shall annotate all such activities into the progress schedule with their forecasted time periods.

These activity periods shall not be exclusive of the contract performance period. No site work shall commence until the respective submittals have been approved.

The value of all major work components within the project shall be identified on the Schedule of Values on a unit quantity and unit cost basis, e.g. number of squares and cost per square of roofing, number of lineal feet and cost per lineal foot of conduit, number of panels and cost per panel etc. Lump sum items shall only be paid for when 100% complete.

Do not include mobilization and demobilization line items on the Schedule of Values.

The Construction Schedule and Schedule of Values as approved by the Government is not a substitute for quantities conveyed by the specification and drawings and those required for a complete job.

Omissions and errors on the Construction Schedule and Schedule of Values are the responsibility of the Contractor.

Payments will not be made until the schedule of prices has been submitted to and approved by the Contracting Officer.

1.3 UPDATED SCHEDULES

Update the construction schedule and equipment delivery schedule at monthly intervals or when schedule has been revised. Reflect any changes occurring since the last update. Submit copies of the purchase orders and confirmation of the delivery dates as directed.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 PROGRESS UPDATES

3.1.1 General

A revised Construction Schedule and Schedule of Values shall be issued by the Contractor on a monthly basis. In addition, any revisions to the Construction Schedule and Schedule of Values such as modifications or delays shall be reflected by Contractor submission of an updated Construction Schedule and Schedule of Values.

3.1.2 Modifications

When a modification is issued by the Government, record the modification as the last activity of the Construction Schedule and Schedule of Values and include the value of the modification. Adjust the Schedule of Values to reflect the inclusion of the modification. Revise the Construction Schedule portion of the form to annotate the progress change. Enter all modifications in this manner in sequential order.

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SECTION 01 33 00

SUBMITTAL PROCEDURES

02/10

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

Shop drawings, product data, samples, and administrative submittals presented for review and approval. Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and

(f) apply to all "submittals."

1.1.2 Types of Submittals

All submittals are classified as indicated in paragraph "Submittal Descriptions (SD)". Submittals also are grouped as follows:

a. Shop drawings: As used in this section, drawings, schedules, diagrams, and other data prepared specifically for this contract, by contractor or through contractor by way of subcontractor, manufacturer, supplier, distributor, or other lower tier contractor, to illustrate portion of work.

b. Product data: Preprinted material such as illustrations, standard schedules, performance charts, instructions, brochures,k diagrams, manufacturer's descriptive literature, catalog data and other data to illustrate a portion of work, but not prepared exclusively for this contract.

c. Samples: Physical examples of products, materials, equipment, assemblies, or workmanship that are physically identical to portion of work, illustrating portion of work or establishing standards for evaluating appearance of finished work or both.

d. Administrative submittals: Data presented for reviews and approval to ensure that administrative requirements of project are adequately met but not to ensure directly that work is in accordance with design concept and in compliance with contract documents.

1.1.3 Submittal Descriptions (SD)

SD-01 Preconstruction Submittals

Construction Progress Schedule Submittal register Schedule of values Health and safety plan Work plan Quality control(QC) plan Environmental protection plan

SD-02 Shop Drawings

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

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

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

SD-03 Product Data

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

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

SD-04 Samples

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

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

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

SD-05 Design Data

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

SD-06 Test Reports

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

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

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

Investigation reports.

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Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

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

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

Confined space entry permits.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

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

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

1.1.4 Approving Authority

Person authorized to approve submittal.

1.1.5 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

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1.2 SUBMITTALS

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal register

1.3 USE OF SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses.

1.3.1 Submittal Register

Submit submittal register. Do not change data in columns (c), (d), (e), and (f) as delivered by the Government. Verify that all submittals required for the project are listed and add missing submittals. Complete the following on the register:

Column (a) Activity Number: Activity number from the project schedule.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.4 PROCEDURES FOR SUBMITTALS

1.4.1 Reviewing, Certifying, Approving Authority

Government organizations shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements. Approving authority on submittals is the Project Manager unless otherwise specified for specific submittal.

1.4.2 Constraints

a. Submittals listed or specified in this contract shall conform to provisions of this section, unless explicitly stated otherwise.

b. Submittals shall be complete for each definable feature of work;

components of definable feature interrelated as a system shall be submitted at the same time.

c. When acceptability of a submittal is dependant on conditions, items, or materials included in separate subsequent submittals, submittal will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which item functions.

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1.4.3 Scheduling

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential requirements to resubmit.

1.4.4 Variations

Variations from contract requirements require Government approval pursuant to contract Clause entitled "FAR 52.236-21, Specifications and Drawings for Construction" and will be considered where advantageous to Government.

1.4.4.1 Considering Variations

Discussion with Contracting Officer prior to submission, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

1.4.4.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.4.4.3 Warranting That Variation Are Compatible

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

1.4.4.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 5 working days will be allowed for consideration by the Government of submittals with variations.

1.4.5 Contractor's Responsibilities

a. Determine and verify field measurements, materials, field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and contract documents.

b. Transmit submittals to Contracting Officer in accordance with schedule on approved Submittal Register, and to prevent delays in the work, delays to the Government, or delays to separate Contractors.

c. Advise Contracting Officer of variation, as required by paragraph entitled "Variations."

d. Correct and resubmit submittal as directed by approving

SECTION 01 33 00 Page 5 authority. When resubmitting disapproved transmittals or transmittals noted for resubmittal, the Contractor shall provide copy of that previously submitted transmittal including all reviewer comments for use by approving authority. Direct specific attention in writing or on resubmitted submittal, to revisions not requested by approving authority on previous submissions.

e. Furnish additional copies of submittal when requested by the Contracting Officer, to a limit of 4 copies per submittal.

f. Complete work which must be accomplished as basis of a submittal time to allow submittal to occur as scheduled.

g. Ensure no work has begun until submittals for that work have been returned as "approved," except to the extent that a portion of the work must be accomplished as basis of submittal.

1.4.6 Government Responsibilities

a. Note date on which submittal was received from Contractor on each Contract Item Approval Request Form.

b. Review each submittal; and check and coordinate each submittal with requirements of work and contract documents.

c. Review submittals for conformance with project design concepts and compliance with contract documents.

d. Ensure that material is clearly legible.

e. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

f. Identify returned submittals with one of the actions defined in paragraph entitled "Actions Possible" and with markings appropriate for action indicated.

1.4.7 Actions Possible

Submittals will be returned with one of the following notations:

a. Submittals marked "approved" "approved as submitted" authorize Contractor to proceed with work covered.

b. Submittals marked "approved" "see below" authorize Contractor to proceed with work as noted provided Contractor takes no exception to the notations.

c. Submittals marked "disapproved" indicate submittal is incomplete or does not comply with design concept or requirements of the contract documents and shall be resubmitted with approved changes. No work shall proceed for this item until resubmittal is approved.

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1.5 FORMAT OF SUBMITTALS

1.5.1 Transmittal Form

Transmit electronically each submittal, unless otherwise noted in the submittal register and/or where electronic submission is not feasible (i.e. samples), to office of approving authority. The maximum file size that may be emailed is 10 MB; anything larger must be submitted hard copy or on a CD. Transmit submittals with transmittal form prescribed by contracting officer and standard for project. The transmittal form shall identify contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph entitled "Identifying Submittals." Process transmittal forms to record actions regarding sample panels and sample installations. Note: Submittals requiring hard copy submission shall be provided with carbon copy transmittal form provided by the government.each submittal, except sample installations and sample panels, to office of approving authority.

1.5.2 Identifying Submittals

Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. The maximum file size for electronic submittals shall be no larger than 10 MB. Mark each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction contract number.

c. Section number of the specification section by which submittal is required.

d. Submittal description (SD) number of each component of submittal.

e. When a resubmission, add alphabetic suffix on submittal description, for example, SD-10A, to indicate resubmission.

f. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier Contractor associated with submittal.

f. Project identification and location in project.

1.5.3 Format for Product Data

a. Present product data submittals for each section as a complete, bound volume. Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted; indicate specification section number and paragraph number to which it pertains.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist. Identify this material as developed specifically for project.

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1.5.4 Format for Shop Drawings

a. Shop drawings are not to be less than 8 1/2 by 11 inches nor more than 30 by 42 inches.

b. Present 8 1/2 by 11 inches sized shop drawings as part of the bound volume for submittals required by section. Present larger drawings in sets.

c. Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph entitled "Identifying Submittals."

d. Dimension drawings, except diagrams and schematic drawings;

prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

1.5.5 Format of Samples

a. Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:

(1) Sample of Equipment or Device: Full size.

(2) Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

(3) Sample of Materials Exceeding A4 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

(4) Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

(5) Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.

(6) Color Selection Samples: 2 by 4 inches.

(7) Sample Panel: 4 by 4 feet.

(8) Sample Installation: 100 square feet.

b. Samples Showing Range of Variation: Where variations are unavoidable due to nature of the materials, submit sets of samples of not less than three units showing extremes and middle of range.

c. Reusable Samples: Incorporate returned samples into work only if so specified or indicated.