sAttach 2 - Specification Building 374 Roof Replacement 03082021.pdf

Fort Detrick Building 374 Roof Replacement

(v. 03-08-2021)

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS DIVISION

DIVISION 01 - GENERAL REQUIREMENTS

01 01 00 GENERAL CONDITIONS [Separate Attachment]

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 40.00 20 ENVIRONMENTAL MANAGEMENT

01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 62 35 RECYCLED / RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 31 13 ASPHALT SHINGLES

07 60 00 FLASHING AND SHEET METAL

07 92 00 JOINT SEALANTS

DIVISION 09 – FINSISHES

09 29 00 GYPSUM BOARD

09 90 00 PAINTS AND COATINGS

-- End of Project Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

06/10

PART 1 GENERAL

1.1 The stringent conditions shall apply in case of conflict between the

General Requirements Sections and General Conditions (separate attachment)unless otherwise directed by the CO.

1.2 REFERENCES

None.

1.3 SUBMITTALS

SD-01 Preconstruction Submittals

Submittal Register; G

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

The work includes removing the existing asphalt shingles roof system to the deck and installing specified new roofing system including any incidental related works in Building #374 at Fort Detrick, Maryland.

1.4.2 Location

The work shall be located at Building #374 at Fort Detrick.

The exact location will be shown by the Contracting Officer.

1.4.3 Verification of Field Conditions

The Contractor shall visit the site prior to commencing work. The

Contractor shall field verify conditions, elevations and dimensions prior to initiating work. The Contractor shall notify the Contracting Officer of any discrepancies, interferences or contradictions between contract documentation and field conditions by submitting a request for clarification. Affected phases of work shall not be initiated until all requests for clarifications have been answered.

1.5 CONTRACT DRAWINGS

The [referenced] drawings [referred to by] this specification are a part thereof.

One (1) set of contract drawings, specifications will be furnished to the Contractor. Reference publications will not be furnished. Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.

SECTION 01 11 00 Page 2

1.6 SUPPLEMENTARY DRAWINGS

1.6.1 Reference Drawings

Reference drawings are intended only to show the original construction.

Drawings are the property of the Government and shall not be used for any purpose other than that intended by the contract. Copies of these drawings are available at the bidder's or Contractor's expense. Information on procuring these full-size drawings may be obtained from the Contracting

Officer. Full size drawings, if available, may be inspected during regular working hours at the Fort Detrick Directorate of Installation Services, Engineering and Construction Division.

1.7 PROJECT ENVIRONMENTAL GOALS

Contractor shall distribute copies of these Environmental Goals to each subcontractor. The overall goal for design, construction, and operation is to produce a building that meets the functional program needs and incorporates the principles of sustainability. Specifically:

a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion. Minimize offsite environmental impact.

b. Use the minimum amount of energy, water, and materials feasible to meet the design intent. Select energy and water efficient equipment and strategies.

c. Use environmentally preferable products and decrease toxicity level of materials used.

d. Use renewable energy and material resources.

e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended.

Consider the durability, maintainability, and flexibility of building systems.

f. Manage construction site and storage of materials to ensure no negative impact on the indoor environmental quality of the building.

g. Reduce construction waste through reuse, recycling, and supplier take-back.

h. Use biobased products to the greatest extent possible.

1.8 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and

(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. The Government will provide the initial submittal register with the following fields completed, to the extent that will be required by the Government during subsequent usage.

Column (c): Lists specification section in which submittal is required.

SECTION 01 11 00 Page 3

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

Column (f): Indicate approving authority for each submittal.

1.8.1 Use of Submittal Register

Submit submittal register as an electronic database, using submittals management program furnished to Contractor. Submit with QC plan and project schedule. Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

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.

1.8.2 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor with each submittal throughout contract.

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

Column (j) Action Code (k): Date of action used to record

Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.8.3 Approving Authority Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.

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

Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.

Column (q) List date returned to Contractor.

SECTION 01 11 00 Page 4

1.8.4 Government Review Action Codes Contractor Action Code and Action Code

Entries for columns (j) and (o), are to be used are as follows (others may be prescribed by Transmittal Form):

NR - Not Received

AN - Approved as noted

A - Approved

RR - Disapproved, Revise, and Resubmit

"A" - "Approved as submitted"; "Completed"

"B" - "Approved, except as noted on drawings"; "Completed"

"C" - "Approved, resubmission required"; "Resubmit"

"D" - "Returned by correspondence"; "Completed"

"E" - "Disapproved (See attached)"; "Resubmit"

"F" - "Receipt acknowledged"; "Completed"

"G" - "Other (Specify)"; "Resubmit"

"X" - "Receipt acknowledged, does not comply"; "Resubmit"

1.8.5 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 OPERATIONAL PERMITS

3.1.1 Digging Permits

Obtain digging permits prior to start of excavation by filing a request for a Dig Permit with the Contracting Officer's Representative 15 calendar days in advance.

3.1.2 Hot Work Permits

The Contractor shall obtain a Hot Work Permit prior to the start of any work that will require the use of an open flame or electrical arc.

Requests for a Hot Work Permit shall be made with the Contracting Officer's

Representative 15 calendar days in advance.

3.2 WORK COORDINATION

Prior to the commencement of work the contractor shall coordinate the work schedule with the Contracting Officer's Representative. Unless otherwise

SECTION 01 11 00 Page 5 approved by the Contracting Officer, the Contractor shall work only from

7:30am to 4:30pm, Monday through Friday. Special permission is required for work schedules other than specified.

3.3 SECURITY REQUIREMENTS

3.3.1 Vehicle Identification

contractors shall label all vehicles with suitable identification, showing company name, address and current telephone numbers. For long term contracts exceeding six (6) months in length, the Contractor shall register vehicle with the Provost Marshall;s office after coordinating with the

Contracting Officer's Representative. Contractors wishing to have their company vehicles permitted for daily use on Fort Detrick are required to provide the following to Building 1520 Vehicle Pass:

1. Employee driving the vehicle shall be "vetted" per paragraph 3.3.2, below.

2. Contractor employee shall fill in the attached "Request for Fort

Detrick Temporary Contractor Vehicle Pass" form and present it to their

Fort Detrick COR for signature.

3. Contractor employee shall take the signed "Request for Fort Detrick

Temporary Contractor Vehicle Pass" form along with the vehicle registration, proof of insurance, a letter on company letter head stating the company employee is allowed to operate the vehicle, photo

ID, and proof the employee has been "vetted". The proof of "vetting" will need to be provided, and can be obtained from the Fort Detrick

COR, and will usually consist of an E-Mail to the COR from the Post security Office.

NOTE: All non-permitted vehicles will only be allowed entry onto Fort

Detrick thru the Old Farm Gate located on Rosemont Av.

3.3.2 Personnel Identification

3.3.2.1 Fort Detrick

In order for Contractor personnel to access Fort Detrick, they are required to fill out Fort Detrick Form 190-13 and present it to the Fort Detrick COR who will send it to the Fort Detrick Security Office for processing. Note this process may take 10 calendar days to be completed. Fort Detrick Form

190-13 is attached.

3.3.2.2 Secure Facilities

Access to secure facilities on Fort Detrick requires coordination with the

Contracting Officer's Representative. Requests for access must be filed 15 days in advance in order to obtain necessary clearances. The Contractor shall provide all required personal data on personnel requiring access with the application. Upon completion of work the contractor shall surrender all issued security passes. Final contract payment will be withheld until all passes have been returned.

SECTION 01 11 00 Page 6

3.3.3 General Requirements for Entry into ARS USDA Containment Facilities

3.3.3.1 Site Visits and Subsequent Work

In order to schedule the initial site visit and then subsequent work visits, you must provide, 2 weeks prior notice the date of visit, names of all who will need to enter the building, company name and address to the

COR. COR will obtain required approvals from ARS, Homeland Security and notify you once okay to come.

3.3.3.2 Pre-Entry Agreement

Upon arrival at Bldg. 374, all personnel will be required to review and sign the pre-entry agreement. Contractor will be given a 30 minute class on the proper shower-in/shower-out requirements and how to don the containment garments. See paragraph 3.3.3.4 below. Containment garments will be furnished by the Government. Once inside, you will be escorted at all times by a USDA, ARS staff member to fulfill our regulatory obligations.

3.3.3.3 Decontamination (Tools, Material and Construction Waste, etc.): (For emergency internal repairs during construction period of performance and warranty)

The tools you bring inside must be decontaminated prior to their removal from the building. (Some tools are available inside the containment area for use by contractors.) Decontamination procedures include: autoclaving, ethylene oxide (ETO) treatment, and washing.

Autoclaving is the preferred method depending on the material of the item. ETO treatment is for uniforms, electronic items, notebooks, and other items that can't be autoclaved or washed. Materials that cannot be autoclaved will be washed with soap and water and rinsed thoroughly.

It is helpful if you can provide a list of tools needed prior to entry and if the USDA, ARS has them available inside, it will eliminate the need to process them out as discussed above and also shorten your wait for reclamation of your tools.

Data and notes (text) can be transferred electronically by fax to an outside destination.

3.3.3.4 How to Enter the Containment Area: (For emergency internal repairs during construction period of performance and warranty)

Remove all clothing and jewelry and put them in a locker in the exterior dressing room. Valuables are the responsibility of the individual using the facility (Note, the facility remains locked and access is restricted to authorized personnel only. Locks for individual lockers will be provided upon request).

Garments are provided, by USDA, for work inside the containment area.

Clean uniforms may be donned either in the exterior dressing room or one may pass unclothed through the shower stalls and don uniforms left in the inner dressing room after a previous visit.

Passage through the shower and into the inside dressing area is considered entry into the containment area. Once through the shower stall, a shower is required before exiting the facility. Uniforms consist of coveralls or medical scrubs, canvas shoes, socks, and undergarments.

SECTION 01 11 00 Page 7

3.3.3.5 How to Exit the Containment Area: (For emergency internal repairs during construction period of performance and warranty)

Enter the interior dressing area from the "hot side" and remove uniform.

For those who will return to the Containment Area: Place uniforms on a hook designated for personal use and leave shoes beneath the coverall. For those not returning, place uniform in the laundry basket for soiled garments.

Enter a shower stall and wash thoroughly with water, soap, and shampoo for at least three minutes. If worn, eyeglasses must be washed at this time. Soap and shampoo are provided in each shower stall.

Towels for drying are provided exterior to the shower stalls. Hair dryers also are available in the exterior locker room.

Enter the exterior locker room, dress in street clothes and exit the facility.

3.3.3.6 How Tools/Equipment/Construction Items are De-contaminated and for

What Length of Time: (For emergency internal repairs during construction period of performance and warranty)

The tools equipment and construction items taken into the

Containment Area must remain there until they are properly decontaminated. This includes construction material and construction waste. The normal timeframe for this process is approximately 24 - 48 hours. The equipment and material is then tested to ensure no plant pathogenic materials remain and then are released to the contractor. Once the tools and/or equipment are certified decontaminated then the contractor will be notified via phone call that they are ready for pick up.

3.3.3.7 Facility Access Approval

The Contractor will only be allowed access upon a favorable determination by the Fort Detrick Security Office. Fort Detrick reserves the right to terminate access at any time for misrepresentation, misconduct, or pending lawful violation.

3.3.3.8 DECONTAMINATION SOP MATRIX

The following Methods of Decontamination and USDA Standard Operating

Procedures (SOPs) for Decontamination have been determined by the USDA to be the methods that must be used for decontamination of the various materials and components that will be removed from containment to allow reapair work to occur in the spaces designated in the construction documents.

No

Material or Component

General Method of

Decontamination

USDA Standard

Operating

Procedure

(SOP) for

Decontaminatio n

Painted steel columns, beams, trusses and secondary framing members. Concrete floor in lab and corridor areas.

General Space

Decontamination

SOP #1

SECTION 01 11 00 Page 8

2 Painted interior wall and ceiling surfaces. Painted hollow metal doors, frames and hardware scheduled to remain or to be removed. Air ducts, concrete floor structures.

Conduit containing wiring passing through decontamination area that is to remain in place throughout duration of

Project

General Space

Decontamination and seal openings, connections and junctions as directed by USDA

SOP #2

Decontamination Standard Operating Procedures (SOPs)

SOP #1: Bleach Spray SOP:

Thoroughly wet surfaces to be decontaminated with solution of 0.6% v/v sodium hypochlorite (10% commercial bleach) for 10 minutes.

Rinse all surfaces with water after decontamination to remove bleach solution.

SOP #1: General Space Decontamination SOP:

Contractor shall employ a certified and approved decontamination subcontractor to provide general space decontamination using VHP. Work shall include all preparation, including surface wash and/or wipe down and cleanup associated with the VHP process.

-- End of Section --

SECTION 01 14 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

1.1 CONTRACTOR ACCESS AND USE OF PREMISES

1.1.1 Subcontractors and Personnel Contacts

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

1.1.2 Identification Badges

The contractor is required to have some form of State or Federal Government picture identification on their person in order to gain access to and at all times while on Fort Detrick.

1.1.3 Secure Facility Access

The majority of the actual work location is contained within a secure facility (Building #374). Special requirements are required to gain access to the facility including but not limited to being a US Citizen. The contractor is required to work with the Contracting Officer's

Representative to meet the individual security requirements for that facility in order to gain access. The normal processing time for access is approximately 14 calendar days from the receipt of a complete application.

Applications will be provided by the Government.

1.1.4 Access to Controlled Laboratory Spaces: Coordinate with Location and

CO

1.1.5 Personnel Entry Approval

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

1.2 FORT DETRICK RESTRICTIONS

1.2.1 Radioactive Materials and Equipment

All testing equipment, containing a radioactive source, shall be operated in accordance with an approved radioactive equipment plan. This plan shall be submitted to the Contracting Officer and approved by the Radiation

Protection Officer, prior to bringing the equipment onto the post. This plan shall include:

a. The name and type of equipment.

b. The type and size of radiation source.

c. The dates and locations of the equipment's usage.

d. The radiological controls that the Contractor will use while operating the equipment, and means to keep the equipment secure while on post.

SECTION 01 14 00 Page 3

A different radioactive equipment plan will be required for each different type of equipment, type of radioactive source, or size of radioactive source.

1.2.2 Working Hours

Work days shall start no earlier than 0730 hours and conclude no later than

1630 hours. The contractor's normal work schedule shall be submitted to the Contracting Officer prior to commencement of work.

1.2.3 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. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.2.4 Occupied Buildings

The Contractor shall be working in an existing building which is occupied.

Do not enter the building without prior approval of the Contracting Officer.

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

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

SECTION 01 14 00 Page 4

Relocate movable furniture away from the Contractor's working area as required to perform the work, protect the furniture, and replace the furniture in its original location upon completion of the work. Leave attached equipment in place, and protect it against damage, or temporarily disconnect, relocate, protect, and reinstall it at the completion of the work.

The Government will remove and relocate other Government property in the areas of the building scheduled to receive work.

1.2.5 Utility Cutovers and Interruptions

a. Facility must remain operational in terms of maintaining biocontainment throughout construction. Temporary power is required during certain periods of construction in order to maintain containment and to provide heating and cooling as required to maintain research functions. Reference contract drawings and specifications for specific requirements.

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

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

d. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and steam shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours." Interruption duration must be approved prior to actual interruption. This duration includes time for deactivation and reactivation.

e. Utility System - Work outside of this contract includes the existing contaminated sanitary sewer lines exiting Building #374 and rerouted to meet at a central location before entering Building #390.

f. Electric service for the temporary HEPA housing exhaust fans will be provided by the Contractor as indicated. Electric service is also required to be provided by the Contractor, as specified, during the asbestos abatement work while the primary facility electric service is disrupted.

1.3 FOREIGN NATIONALS

The Contractor is responsible for notifying the Contracting Officer, at least ten (10) days in advance, of any foreign nationals coming unto Ft.

Detrick so that proper clearance and escort procedures may be initiated.

Not Used.

Not used.

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

02/10

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. 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 SUBMITTAL PROCEDURES:

List of contact personnel; G

Progress and completion pictures; G

1.2 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in

JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting

Officer. Submit a view location sketch 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. Indicate photographs demonstrating environmental procedures. Photographs for each month shall be in a separate monthly directory and each file shall be named to indicate its location on the view location sketch. The view location sketch shall also be provided on the CD as digital file. All file names shall include a date designator. Cross reference submittals in the appropriate daily report. Photographs shall be provided for unrestricted use by the

Government.

1.3 MINIMUM INSURANCE REQUIREMENTS

Procure and maintain during the entire period of performance under this contract the following minimum insurance coverage:

a. Comprehensive general liability: $500,000 per occurrence

b. Automobile liability: $200,000 per person, $500,000 per occurrence for bodily injury, $20,000 per occurrence for property damage

c. Workmen's compensation as required by Federal and State workers' compensation and occupational disease laws.

d. Employer's liability coverage of $100,000, except in States where workers compensation may not be written by private carriers,

e. Others as required by State law.

SECTION 01 30 00 Page 2

1.4 CONTRACTOR PERSONNEL REQUIREMENTS

1.4.1 Subcontractors and Personnel

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

1.4.2 Identification Badges

Identification badges, if required, will be furnished without charge.

Application for and use of badges will be as directed. Immediately report instances of lost or stolen badges to the Contracting Officer.

1.4.3 Subcontractor Special Requirements

1.4.3.1 Not Used.

1.4.3.2 Not used.

1.4.4 Contractor Personnel Requirements

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

1.5 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.

1.6 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, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work shall also attend.

1.16 PARTNERING

LEVEL B PARTNERING: To most effectively accomplish this contract, the

Government requires the formation of a cohesive partnership with the

Contractor and its subcontractors. Key personnel, including the client who will occupy the facility, the designer-of-record, principal individuals from

SECTION 01 30 00 Page 3

USDA and from the activity contracting office, the project sponsor, and representative(s) of the facility owner will be invited to participate in the partnering process. Key members of the prime and subcontractors teams, including senior management, must participate. The partnership will 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. The initial session will be one-day and the follow-on session(s), held at a minimum of once every three months or as agreed to by the partners, will be half-day. The partnering sessions shall be held at locations agreed to by the partners. A Government in-house facilitator will facilitate the partnering sessions. The contractor shall pay all costs associated with the partnering effort including meeting room and other incidental items. Before the partnering session, the contractor shall coordinate with the facilitator requirements for incidental items

(audio-visual equipment, two easels, flipchart paper, colored markers, note paper, pens/pencils, colored flash cards, etc.) and have these items available at the partnering session. The contractor will copy documents for distribution to all attendees. The participants shall bear their own costs for meals, lodging and transportation associated with partnering.

1.7 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and

Design (CADD)" drawing files will be provided, if available, to the

Contractor for use in preparation of construction data related to the referenced contract subject to the following terms and conditions.

Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government.

The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the

Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CADD drawing files are not construction documents.

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

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

SECTION 01 30 00 Page 4

1.8 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.

Not Used

Not Used

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 5 PAGES

SUBMITTAL REGISTER CONTRACT NO.

TITLE AND LOCATION

CONTRACTOR

A C T I V I T Y

N O

R A N S M I T T

L

S P E

DESCRIPTION

ITEM SUBMITTED

R A G # R A

H

G

V

C T L A O S R S I A F / I E C A R T E I V O W N R

CONTRACTOR:

SCHEDULE DATES

ACTION

APPROVING AUTHORITY

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH

REMARKS

SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

T I

D

DATE

OF

DATE FWD

TO APPR

AUTH/

FROM

CONTR

TO OTHER

REVIEWER

FROM OTH

T I

ACTION

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

01 11 00 SD-01 Preconstruction Submittals

Submittal Register 1.7 G

01 30 00 SD-01 Preconstruction Submittals

List of contact personnel 1.4.1 G

Progress and completion pictures 1.2 G

01 32 01.00 10 SD-01 Preconstruction Submittals

Project Schedule 3.4 G

01 33 00 SD-01 Preconstruction Submittals

Submittal Register 1.8 G

01 35 26 SD-01 Preconstruction Submittals

Accident Prevention Plan (APP) 1.6 G

Activity Hazard Analysis (AHA) 1.7 G

Crane Critical Lift Plan 1.6.1 G AO

Crane Operators 1.5.1.3 G AO

SD-06 Test Reports

Reports 1.11

Accident Reports 1.11.1

Monthly Exposure Reports 1.11.3

Crane Reports 1.11.4

Gas Protection 1.15

SD-07 Certificates

Confined Space Entry Permit 1.8

Hot work permit 1.8

License Certificates 1.13

Crane 1.11.4

01 35 40.00 20 SD-01 Preconstruction Submittals

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 5 PAGES

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION

T I V I

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01 35 40.00 20 Environmental Protection Plan 1.8 G

Instructor Qualifications 1.9.1

SD-03 Product Data

Packaging 2.1.2

SD-06 Test Reports

Field Quality Control Reports 3.2

SD-07 Certificates

Environmental Regulatory 1.6

Requirements

SD-08 Manufacturer’s Instructions

Material Safety Data Sheets 1.7.1

SD-11 Closeout Submittals

Training Program 1.9.3

Protection of Natural Resources 3.1

01 45 00.10 20 SD-01 Preconstruction Submittals

QC Plan 1.6 G

01 50 00 SD-01 Preconstruction Submittals

Construction site plan 1.4 G

Traffic control plan 3.3.1 G

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Waste Management Plan 1.6 G

SD-11 Closeout Submittals

Records 1.7 G

01 78 00 SD-03 Product Data

As-Built Record of Equipment 1.3.2 and Materials

Warranty Management Plan 1.7.1

Warranty Tags 1.7.5

Final Cleaning 1.10

Spare Parts Data 1.4

SD-08 Manufacturer’s Instructions

Preventative Maintenance 1.5

Condition Monitoring (Predictive 1.5

Testing)

Inspection 1.5

Instructions 1.7.1

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Data

Operation and Maintenance 1.9

Manuals

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Record Drawings 1.3.1

Certification of EPA Designated 1.6 G

Items

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Demolition Plan 1.2.1 G

Notification 1.6 G

SD-11 Closeout Submittals

Receipts 3.3.4

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Blanket insulation 2.1

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Insulation 3.2.1

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Shingles 2.1.1

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Application 3.3

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Flashing at roof penetrations 3.1.9 G

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Quality Control Plan 3.4

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Primers 2.2

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Backstops 2.4

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Accessories 2.1.4

SD-07 Certificates

Asbestos Free Materials 2.1 G

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Material Safety Data Sheets 2.1

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Data

Manufacturer maintenance 2.1 instructions

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Color 1.8 G

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Mixing 3.5.2

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SECTION 01 32 01.00 10 Page 1

SECTION 01 32 01.00 10

PROJECT SCHEDULE

08/08

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

ECB 2005-10 (2005) Scheduling Requirements for Testing of Mechanical Systems in Construction

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

Analysis Systems

1.2 SUBMITTALS

used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

Project Schedule; G

1.3 QUALITY ASSURANCE

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating (activity status) and preparation of reports. The authorized representative shall be experienced in scheduling projects similar in nature and complexity to this project and shall be experienced in the use of the scheduling software that meets the requirements of this specification.

PART 2 PRODUCTS (Not Applicable)

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to the Contract Clause, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the sequence in which the Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing all schedule activities. The scheduling of the entire project, including the construction sequences, is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel shall actively participate in its development. Subcontractors and suppliers working on the project shall also contribute in developing and maintaining

SECTION 01 32 01.00 10 Page 2 an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool.

3.1.1 Approved Project Schedule

Use the approved Project Schedule to measure the progress of the work and to aid in evaluating time extensions. Make the schedule activity coded.

If the Contractor fails to submit any schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.

3.1.2 Schedule Status Reports

Provide a Schedule Status Report on at least a monthly basis. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, the Contractor shall take steps necessary to improve its progress including those that may be required by the Contracting Officer, without additional cost to the Government. In this circumstance, the

Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules as the Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.

3.1.3 Default Terms

Failure of the Contractor to comply with the requirements of the

Contracting Officer shall be grounds for a determination, by the

Contracting Officer, that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the contract. Upon making this determination, the Contracting Officer may terminate the Contractor's right to proceed with the work, or any separable part of it, in accordance with the default terms of the contract.

3.2 BASIS FOR PAYMENT

Lack of an approved schedule update, or qualified scheduling personnel, will result in the inability of the Contracting Officer to evaluate contract earned value for the purposes of payment. Failure of the

Contractor to provide all required information will result in the disapproval of the preliminary, initial and subsequent schedule updates.

In the event schedule revisions are directed by the Contracting Officer and those revisions have not been included in subsequent revisions or updates, the Contracting Officer may hold retainage up to the maximum allowed by contract, each payment period, until such revisions to the Project Schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

The computer software system utilized to produce and update the Project

Schedule shall be capable of meeting all requirements of this specification. Failure of the Contractor to meet the requirements of this specification will result in the disapproval of the schedule.

3.3.1 Critical Path Method

Use the Critical Path Method (CPM) of network calculation to generate the

Project Schedule. Prepare the Project Schedule using the Precedence

Diagram Method (PDM).

SECTION 01 32 01.00 10 Page 3

3.3.2 Level of Detail Required

Develop the Project Schedule to an appropriate level of detail. Failure to develop the Project Schedule to an appropriate level of detail, as determined by the Contracting Officer, will result in its disapproval. The

Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2.1 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods. Less than 2 percent of all non-procurement activities shall have Original Durations

(OD) greater than 20 work days or 30 calendar days. Procurement activities are defined herein.

3.3.2.2 Procurement Activities

The schedule must include activities associated with the submittal, approval, procurement, fabrication and delivery of long lead materials, equipment, fabricated assemblies and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days. A typical procurement sequence includes the string of activities: submit, approve, procure, fabricate, and deliver.

3.3.2.3 Mandatory Tasks

The following tasks must be included and properly scheduled:

a. Submission of information systems layout drawings.

b. Submission and approval of O & M manuals, if any.

c. Submission and approval of as-built drawings.

d. Submission and approval of 1354 data and installed equipment lists.

e. Controls testing plan submission.

f. Controls testing.

g. Performance Verification testing.

h. Other systems testing, if required.

i. Contractor's pre-final inspection.

j. Correction of punchlist from Contractor's pre-final inspection.

k. Government's pre-final inspection.

l. Correction of punch list from Government's pre-final inspection.

m. Final inspection.

3.3.2.4 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals, environmental

SECTION 01 32 01.00 10 Page 4 permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.2.5 Activity Responsibility Coding (RESP)

Assign responsibility Code for all activities to the Prime Contractor, Subcontractor or Government agency responsible for performing the activity. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished

Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements. Code all activities not coded with a Government Responsibility Code to the Prime

Contractor or Subcontractor responsible to perform the work. Activities shall not have more than one Responsibility Code. Examples of acceptable activity code values are: DOR (for the designer of record); ELEC (for the electrical subcontractor); MECH (for the mechanical subcontractor); and

GOVT (for USDA). Unacceptable code values are abbreviations of the names of subcontractors.

3.3.2.6 Activity Work Area Coding

Assign Work Area code to activities based upon the work area in which the activity occurs. Define work areas based on resource constraints or space constraints that would preclude a resource, such as a particular trade or craft work crew, from working in more than one work area at a time due to restraints on resources or space. Examples of Work Area Coding include different areas within a floor of a building, different floors within a building, and different buildings within a complex of buildings.

Activities shall not have more than one Work Area Code. Not all activities are required to be Work Area coded. A lack of Work Area coding will indicate the activity is not resource or space constrained.

3.3.2.7 Contract Changes/Requests for Equitable Adjustment (REA) Coding

(MODF)

Assign Activity code to any activity or sequence of activities added to the schedule as a result of a Contract Modification, when approved by the

Contracting Officer, with a Contract Changes/REA Code. Key all Code values to the Government's modification numbering system. Any activity or sequence of activities added to the schedule as a result of alleged constructive changes made by the Government may be added to a copy of the

SECTION 01 32 01.00 10 Page 5 current schedule, subject to the approval of the Contracting Officer.

Assign Activity codes for these activities with a Contract Changes/REA

Code. Key the code values to the Contractor's numbering system. Approval to add these activities does not necessarily mean the Government accepts responsibility and, therefore, liability for such activities and any associated impacts to the schedule, but rather the Government recognizes such activities are appropriately added to the schedule for the purposes of maintaining a realistic and meaningful schedule. Such activities shall not be Responsibility Coded to the Government unless approved. An activity shall not have more than one Contract Changes/REA Code.

3.3.2.8 Contract Line Item (CLIN) Coding (BIDI)

Code all activities to the CLIN on the Contract Line Item Schedule to which the activity belongs. An activity shall not contain more than one CLIN

Item Code. CLIN Item code all activities, even when an activity is not cost loaded.

3.3.2.9 Phase of Work Coding (PHAS)

Assign Phase of Work Code to all activities based upon the phase of work in which the activity occurs. Code activities to a Construction Phase. Code fast track construction phases proposed by the Contractor to allow filtering and organizing the schedule by fast track design and construction packages. If the contract specifies construction phasing with separately defined performance periods, identify a Construction Phase Code to allow filtering and organizing the schedule accordingly. Each activity shall be identified with a single project phase and have only one Phase of Work code.

3.3.2.10 Category of Work Coding (CATW)

Assign Category of Work Code to all Activities based upon the category of work to which the activity belongs. Category of Work Code must include, but is not limited to: design, design submittal, design reviews, review conferences, permits, construction submittals, construction submittal approvals, Acceptance, Procurement, Fabrication, Delivery, Weather

Sensitive Installation, Non-Weather Sensitive Installation, Start-Up, Test and Turnover. Assign a Category of Work Code to each activity. Each activity shall have only one Category of Work Code.

3.3.3 Scheduled Project Completion and Activity Calendars

The schedule interval shall extend from NTP date to the required contract completion date. The contract completion activity (End Project) shall finish based on the required contract duration in the accepted contract proposal, as adjusted for any approved contract time extensions. The first scheduled work period shall be the day after NTP is received by the

Contractor. Schedule activities on a calendar to which the activity logically belongs. Activities may be assigned to a 7 day calendar when the contract assigns calendar day durations for the activity such as a

Government Acceptance activity. If the Contractor intends to perform physical work less than seven days per week, schedule the associated activities on a calendar with non-work periods identified including weekends and holidays. Assign the Category of Work Code - Weather

Sensitive Installation to those activities that are weather sensitive.

Original durations must account for anticipated normal adverse weather.

The Government will interpret all work periods not identified as non-work periods on each calendar as meaning the Contractor intends to perform work during those periods.

SECTION 01 32 01.00 10 Page 6

3.3.3.1 Project Start Date

The schedule shall start no earlier than the date on which the NTP was acknowledged. Include as the first activity in the project schedule an activity called "Start Project"( or NTP). The "Start Project" activity shall have an "ES" constraint date equal to the date that the NTP was acknowledged, and a zero day duration.

3.3.3.2 Schedule Constraints and Open Ended Logic

Constrain completion of the last activity in the schedule by the contract completion date. Schedule calculations shall result in a negative float when the calculated early finish date of the last activity is later than the contract completion date. Include as the last activity in the project schedule an activity called "End Project".