Atch 3 - Blackstart Spec Complete 11 Dec 19.pdf

FTQW 12-1012 EAFB REPAIR BLACKSTART GENERATOR 180433

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 00.10 EXPLANATIONS: DRAWINGS AND SPECIFICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 60 00 MATERIAL AND EQUIPMENT

01 73 29 CUTTING AND PATCHING

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00 COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS

02 83 13.00 20 LEAD IN CONSTRUCTION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 50 14 STRUCTURAL METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD AND BLOCK INSULATION

07 41 63 FABRICATED ROOF PANEL ASSEMBLIES

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 71 00 DOOR HARDWARE

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 29 00 GYPSUM BOARD

PROJECT TABLE OF CONTENTS Page 1

09 90 00 PAINTS AND COATINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 SEISMIC BRACING FOR MISCELLANEOUS EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 15 14.00 40 GENERAL SERVICE COMPRESSED-AIR SYSTEMS, LOW PRESSURE

22 15 26.00 20 MEDIUM PRESSURE COMPRESSED AIR PIPING

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

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48.19 SEISMIC BRACING FOR MECHANICAL

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 13 INSTRUMENTATION AND CONTROL DEVICES

23 22 26.00 20 STEAM SYSTEM AND TERMINAL UNITS

23 31 13.00 40 METAL DUCTS

23 64 26 GENERATOR COOLANT PIPING SYSTEMS

DIVISION 25 - INTEGRATED AUTOMATION

25 10 10 BLACKSTART DIESEL GENERATOR MONITORING AND CONTROL SYSTEM

(BSGMCS)

DIVISION 26 - ELECTRICAL

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 13.00 40 MEDIUM-VOLTAGE CABLES

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 05 70.00 40 HIGH VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 32 15.00 10 DIESEL-GENERATOR SET STATIONARY 1000-4000 KW, WITH

AUXILIARIES

26 51 00 LIGHTING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 64.00 10 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 33 - UTILITIES

33 52 10 FUEL SYSTEMS PIPING

33 52 23.15 POL SERVICE PIPING WELDING

PROJECT TABLE OF CONTENTS Page 2

DIVISION 40 - PROCESS INTERCONNECTIONS

40 05 13 DEF PIPING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

THIS PAGE INTENTIONALLY LEFT BLANK

PROJECT TABLE OF CONTENTS Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

04/18

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.1.2.1 Site Physical Conditions

1.2 SUBMITTALS

1.3 NOTIFICATION OF COMMENCEMENT OF WORK

1.4 OCCUPANCY OF PREMISES

1.5 CONTRACTORS USE OF PREMISES

1.6 EXISTING WORK

1.7 LOCATION OF UNDERGROUND UTILITIES

1.8 SALVAGE MATERIAL AND EQUIPMENT

1.9 CONTRACTOR'S STRUCTURAL ENGINEER

1.9.1 Site Grading and Geotechnical

1.9.2 Applicable Codes and Environmental Design Criteria

1.10 COMMISSIONING

1.11 TEMPORARTY GENERATOR

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SUMMARY OF WORK

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

04/18

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes installation of a new 3MW blackstart generator and incidental related work including:

a. Coordination and minimal disruption of ongoing plant operations

b. Demolition and disposal of existing generator and ancillary systems.

c. Removal and reinstallation of building primary structure.

d. Removal and disposal of building shell.

e. Provide new generator and ancillary systems in existing generator location.

f. New medium voltage feeder to switchgear.

g. Provide new building shell, mezzanines, and roof.

h. Provide new generator building mechanical, electrical, and fire protection systems.

i. New Generator controls and SCADA system intertie.

j. Provide onsite construction personnel during testing and commissioning.

k. Structural engineering to create final designs that are specific to the selected and approved power generation package.

l. Provide a temporary generator, transformer, associated cabling, and installation and testing of the temporary generator.

1.1.2 Location

The work is located at the Eielson AFB Central Heating Plant. Eielson AFB is located 23 road miles southeast of Fairbanks, AK.

Eielson AFB, Alaska Existing Facility Address:

2676 Industrial Drive, Eielson AFB, AK 99702-1899 Approximate Coordinates: 64° 40.282'N, 147° 40.556'W

1.1.2.1 Site Physical Conditions

a. Elevation: MSL +542 feet.

b. Barometer: 29.37 in Hg abs.

SECTION 01 11 00 Page 3

c. Interior conditions: Varies between 50 degree F and 115 degree

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Progress Schedule (AF Form 3064); G

AF Form 103 (Work Clearance Request); G

1.3 NOTIFICATION OF COMMENCEMENT OF WORK

Prior to beginning on-site work, the Contractor shall complete and submit a Contract Progress Schedule (AF FORM 3064). The schedule shall identify major items of work. For each work item, show the value as a percentage of the total contract price, and expected start and completion dates. In addition show total project percent complete for each week, or two-week period, in the performance period. If the contractor wishes to be paid for major equipment items or materials when they are delivered to the site but before they are installed, he should include a line for delivery of those in his schedule. Include a line for preparation and submittal of record drawings and other final paperwork. Progress Reports (AF form 3065) submitted with each pay request, shall contain the same work items and same percent of total contract value as shown on the approved Progress Schedule.

The Contractor shall notify the Contracting Officer that work will begin a minimum of seven (7) days prior to commencing work.

Prior to excavation on-site, the contractor shall coordinate with all of the organizations listed on AF Form 103 (Work Clearance Request), Base Civil Engineering Work Clearance Request. The completed form shall be submitted to the Contracting Officer and a copy shall be kept at the work site at all times.

1.4 OCCUPANCY OF PREMISES

Building(s) will be occupied by the Owner during performance of work under this Contract.

a. Before work is started, 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.

b. The Contractor shall perform the work under this contract in such a manner that adjacent Air Force and Powerhouse activities may proceed unhindered. Prior to beginning on-site work the Contractor shall meet with the Contracting Officer and technical representatives from Base Civil Engineering to schedule the work of this contract

c. The Contractor shall not interfere with, nor prevent in any manner, access to or exiting from any room or area without prior approval from the Contracting Officer

d. Maintain IBC complying access to and through corridors, stairways, and building exits at all times.

SECTION 01 11 00 Page 4

e. Cooperate with Government to minimize conflict and to facilitate its operations. In case of conflict accept Contracting Officer's direction as final and adjust use of premises accordingly.

f. The Contractor shall clean and have ready for use all areas of work that will be used by the Government between work periods

1.5 CONTRACTORS USE OF PREMISES

a. Limit use of premises for Work and for construction operations only.

b. Limit on site storage of materials to government authorized staging areas. Contractor is responsible for security of stored materials and equipment.

c. Contractor shall take reasonable and adequate precautions to protect government property from damage during demolition, construction, clean-up, and exposure to the elements. Protect systems susceptible to freezing. Protect existing utility and communication systems while working in utilidors. Damaged items shall be repaired or replaced prior to final inspection.

d. Smoking is prohibited in all base facilities.

e. Limit construction access to the areas where work is indicated on the drawings.

1.6 EXISTING WORK

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

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

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.7 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and 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. Provide a third party, independent, private utility locating company to positively identify underground utilities in the work area in addition to any station locating service, and coordinate with the station utility department. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities

SECTION 01 11 00 Page 5 are discovered. Verify the elevations of existing piping, utilities,and any type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.8 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 1 miles of the construction site.

1.9 CONTRACTOR'S STRUCTURAL ENGINEER

Structural elements required for this project will require final designs to be completed by the Contractor's Structural Engineer (CSE). Contractor submitted designs are required because they must specific to the final generator equipment package selected by the contractor. The DOR has provided typical details and guide drawings of secondary steel, supports, and foundations to allow comparable bids from installing contractors.

The contractor will be required to submit the following final designs:

a. Generator anchoring plan

b. Equipment anchoring details

c. Maintenance catwalk and mezzanine structural framing

d. Pipe and duct supports

e. Exterior concrete foundations

f. Radiator support structure

g. Glycol expansion tank support

h. Structural wall panel attachements and wall framing

1.9.1 Site Grading and Geotechnical

Site grading will not be modified by this project. The designs submitted by the CSE shall specify that the site grading must be returned to original elevations after construction of equipment pads.

According to boring samples, taken by Gilbert/Commonwealth Inc. from the turbine building to the East of the emergency generator room during the Turbine generator building expansion project from 1986, and boring samples taken by Hart Crowser for the boiler replacement project in 2012, the surrounding soil is comprised mostly of gravelly sand and sandy gravel down to about 15’, with the groundwater level residing around 12-13’.

1.9.2 Applicable Codes and Environmental Design Criteria

The following criteria shall be used as a basis for all structural designs:

Codes:

UFC 3-310-04 Seismic Design for Buildings ASCE 7-10 Minimum Design Loads for Buildings and Other Structures

SECTION 01 11 00 Page 6

Site-specific seismic design criteria:

Ss = 0.963g S1 = 0.374g

SOILS SITE CLASS D

SDs = 0.833g SD1 =0.420g

SEISMIC DESIGN CATEGORY D

SEISMIC IMPORTANCE FACTOR 1.5 (RISK CATEGORY IV)

Site-specific wind design criteria:

Risk Category IV Design Wind Speed = 116 mph

The generator emissions control module, air compressor, and HVAC fans, and other equipment, must be supported by framing shared with the maintenance catwalk and mezzanine. In addition to these equipment loads, the framing, catwalk, and mezzanine shall be designed for live loads of 125 psf uniform and 300 lb concentrated.

1.10 COMMISSIONING

The Contractor shall provide the services of a qualified, third-party Commissioning Authority (CxA) to lead and manage the commissioning process.

At a minimum, the Contractor shall include in its price two mechanical and two electrical craft personnel to remain onsite for up to 14 consecutive days during commissioning. The craft personnel will assist with commissioning efforts under the direction of the CxA.

1.11 TEMPORARTY GENERATOR

The contractor shall supply and install a temporary generator to support the CH&PP with blackstart capability during construction. The generator shall have a minimum standby rating of 1,500kW. The contractor's responsibility is inclusive of installation, all required cabling, a 2 MVA, 7.2 kV Delta transformer, and final removal from the site. The generator controller shall be capable of being configured for ISOCH or droop frequency control.

Contractor shall submit emissions data for the proposed unit at least 6 months in advance of mobilization to the site to allow the Air Force to update the facility air permit.

Testing of the emergency generator must be coordinated with plant operations staff. The temporary generator vendor shall provide up to 16 hours of onsite training with plant operations staff ensure that the plant staff can enable the generator without delay during an outage.

Blackstart generator outages during periods of transition between the existing generator, the temporary generator, and the new generator must be coordinated with plant staff with at least 4-week advance notice. Outages must be limited to no longer than 4-days.

Required maintenance of the temporary generator will be the responsibility of the contractor.

The Air Force will supply fuel for the temporary generator.

SECTION 01 11 00 Page 7

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 8

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SPECIAL SCHEDULING REQUIREMENTS

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

1.3.1.1 Subcontractors and Personnel Contacts

1.3.1.2 No Smoking Policy

1.3.2 Working Hours

1.3.3 Work Outside Regular Hours

1.3.4 Occupied Buildings

1.3.5 Utility Cutovers and Interruptions

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 14 00 Page 1

WORK RESTRICTIONS

SECTION 01 14 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The CH&PP will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

b. Permission to interrupt any plant operations or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 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.

1.3.1.1 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.

1.3.1.2 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.

1.3.2 Working Hours

Regular working hours must consist of an 8 to 12 hour period established by

SECTION 01 14 00 Page 3 the Contracting Officer, between 6 a.m. and 6 p.m, Monday through Sunday, excluding Government holidays. New work may not be concealed prior to inspection by the COR. Coordinate inspections between the hours of 8am and 4pm, Mondays through Fridays, excluding national holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 5 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.

1.3.4 Occupied Buildings

The Contractor shall be working in existing buildings which are occupied.

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.

Relocate movable equipment, material, or cabinets approximately 6 feet away from the Contractor's working area as required to perform the work, protect the items and replace the them in their original locations upon completion of the work. Leave attached equipment in place, and protect it against damage, or temporarily disconnect, relocate, protect, and reinstall it at the completion of the work.

1.3.5 Utility Cutovers and Interruptions

a. Coordinate utility cutovers and interruptions with plant personnel.

Notify Plant Personnel 7 days in advance of utility required utility interuptions.

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

c. 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.

PART 2 PRODUCTS: Not Used

PART 3 EXECUTION: Not Used

-- End of Section --

SECTION 01 14 00 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

04/18

PART 1 GENERAL

1.1 SUBMITTALS

1.2 COLOR BOARDS FOR AIR FORCE PROJECTS

1.3 PROGRESS AND COMPLETION PICTURES

1.3.1 VIEW LOCATION MAP

1.4 PRECONSTRUCTION MEETING

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 30 00 Page 1

ADMINISTRATIVE REQUIREMENTS

SECTION 01 30 00 Page 2

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

04/18

PART 1 GENERAL

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map; G

Progress and Completion Pictures; G

SD-04 Samples

Color Boards; G

1.2 COLOR BOARDS FOR AIR FORCE PROJECTS

Submit two sets of color boards within 90 calendar days after Contract Award. Each set of boards must include samples of colors and finishes of exterior of wall and roof panels. Present the samples on 8 by 10-1/2 inches boards (modules) with a maximum spread of 24 by 31-1/2 inches for foldouts. Design modules to fit in a standard loose-leaf, three-ring binder. Where special finishes such as architectural concrete, carpet, or prefinished textured metal panels are required, submit samples not less than 12 inches square with the board.

1.3 PROGRESS AND COMPLETION PICTURES

Provide 3264x2448 bit true color 300dpi minimum resolution digital photographs, in JPEG file format, as follows:

a. a minimum of 20 photographs of site conditions prior to start of construction operations.

b. a minimum of 20 photographs taken each week throughout the entire project that capture the start and completion of major elements of construction including

1. Demolition

2. Foundations.

3. Structural framing.

4. Exterior envelope insulation.

5. Exterior envelope vapor barrier.

6. Enclosure of building.

SECTION 01 30 00 Page 3

7. Mechanical rough-ins.

8. Electrical rough-ins.

9. Other completed work elements that will be concealed when the project is complete.

10. Final completion.

c. submit two sets of photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date, with each monthly invoice, and one month prior to completion of the work.

Indicate photographs demonstrating environmental procedures. Provide photographs for each week in a separate weekly directory and name each file to indicate its location on the view location sketch. Provide the view location sketch on the CD or DVD as a digital file. Include a date and time designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.3.1 VIEW LOCATION MAP

Submit a sketch or drawing indicating the required photographic locations, prior to or with the first digital photograph submittals. Update as required if the locations are moved.

1.4 PRECONSTRUCTION MEETING

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 concerning: the administration of the safety program;

submittal of shop drawings, product data, and other submittals;

construction schedule; prosecution of the work; and clear expectations of the "Interim DD Form 1354 (Transfer and Acceptance of DoD Real Property)" Submittal. Major subcontractors who will engage in the work must also attend.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 30 00 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

04/18

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

1.1.2 Approving Authority

1.1.3 Work

1.2 SUBMITTALS

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

1.4 PREPARATION

1.4.1 Transmittal Form

1.4.2 Source Drawings for Shop Drawings

1.4.2.1 Terms and Conditions

1.4.3 Electronic File Format

1.5 QUANTITY OF SUBMITTALS

1.5.1 Number of Copies of SD-02 Shop Drawings

1.5.2 Number of Copies of SD-03 Product Data and SD-08

Manufacturer's Instructions

1.5.3 Number of Samples SD-04 Samples

1.5.4 Number of Copies SD-05 Design Data and SD-07 Certificates

1.5.5 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's

Field Reports

1.5.6 Number of Copies of SD-10 Operation and Maintenance Data

1.5.7 Number of Copies of SD-01 Preconstruction Submittals and SD-11

Closeout Submittals

1.6 SUBMITTAL REGISTER

1.6.1 Use of Submittal Register

1.6.2 Contractor Use of Submittal Register

1.6.3 Copies Delivered to the Government

1.7 VARIATIONS

1.7.1 Considering Variations

1.7.2 Proposing Variations

1.7.3 Warranting that Variations are Compatible

1.7.4 Review Schedule Extension

1.8 SCHEDULING

1.9 GOVERNMENT APPROVING AUTHORITY

1.9.1 Review Notations

1.10 DISAPPROVED OR REJECTED SUBMITTALS

1.11 APPROVED SUBMITTALS

1.12 APPROVED SAMPLES

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 33 00 Page 1

SUBMITTAL PROCEDURES

-- End of Section Table of Contents --

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

04/18

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to construction:

List of proposed products

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection plan

SD-02 Shop Drawings

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.

SECTION 01 33 00 Page 3

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. Unless specified in another section, 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.

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 the 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 document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (SDS) concerning impedances, SECTION 01 33 00 Page 4 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.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

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.

1.1.2 Approving Authority

The Contracting Officer is the Approving Authority.

1.1.3 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.

1.2 SUBMITTALS

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

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.3.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer.

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are considered to be "shop drawings."

1.4 PREPARATION

1.4.1 Transmittal Form

Transmittal form shall be Air Force Form 3000

SECTION 01 33 00 Page 5

1.4.2 Source Drawings for Shop Drawings

1.4.2.1 Terms and Conditions

Data contained on these electronic files must 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 must 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 must, 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.

1.4.3 Electronic File Format

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. In addition to electronic submittals provide printed paper copies as indicated in these specifications. Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer. Generate unlocked PDF files from original documents with bookmarks so that the text included in the PDF file is both searchable and can be copied. If documents are scanned, Optical Character Resolution (OCR) routines are required. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature, or scan of a signature.

Email electronic submittal documents fewer than 10MB to an email address as directed by the Contracting Officer. Provide electronic documents over 10MB on an optical disc, or through an electronic file sharing system such as the AMRDEC SAFE Web Application located at the following website:

https://safe.amrdec.army.mil/safe/. Note that most file sharing sites are blocked by the Air Force firewall, and it will be the responsibility of the Contractor to submit documents via optical disc if the documents are not accessible by required personnel from the file sharing system.

Provide hard copies of submittals when requested by the Contracting Officer. Up to 3 additional hard copies of any submittal may be requested at the discretion of the Contracting Officer, at no additional cost to the Government.

1.5 QUANTITY OF SUBMITTALS

1.5.1 Number of Copies of SD-02 Shop Drawings

Submit three copies of submittals of shop drawings and one electronic copy.

SECTION 01 33 00 Page 6

1.5.2 Number of Copies of SD-03 Product Data and SD-08 Manufacturer's Instructions

Submit in compliance with quantity requirements specified for shop drawings.

1.5.3 Number of Samples SD-04 Samples

a. Submit two samples, or two sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by approving authority and one will be returned to Contractor.

b. Submit one sample panel where directed. Include components listed in technical section or as directed.

1.5.4 Number of Copies SD-05 Design Data and SD-07 Certificates

Submit in compliance with quantity requirements specified for shop drawings.

1.5.5 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's Field Reports

Submit in compliance with quantity and quality requirements specified for shop drawings other than field test results that will be submitted with QC reports.

1.5.6 Number of Copies of SD-10 Operation and Maintenance Data

Submit three copies of O&M Data to the Contracting Officer for review and approval and one electronic copy.

1.5.7 Number of Copies of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

Unless otherwise specified, submit three sets of administrative submittals and one electronic copy.

1.6 SUBMITTAL REGISTER

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 in electronic format 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.

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.

SECTION 01 33 00 Page 7

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

1.6.1 Use of Submittal Register

Submit submittal register. 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 (a) Activity Number: Activity number from 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.

1.6.2 Contractor Use of Submittal Register

Update the following fields 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.

1.6.3 Copies Delivered to the Government

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

1.7 VARIATIONS

Variations from contract requirements require Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.7.1 Considering Variations

Discuss proposed variations with the Contracting Officer prior to submitting a proposal. This will help ensure functional and quality requirements are met and minimize rejections and re-submittals.

Point out variations from contract requirements in transmittal letters, and do not install variations without Government approval. Failure to do so may result in rejection and required removal of such work at no additional cost to the Government.

SECTION 01 33 00 Page 8

1.7.2 Proposing Variations

Deliver written requests for proposed variations to the Contracting Officer, that document the nature and features of the variation and why the variation is desirable and beneficial to Government. Include any submittals required for the variation, such as product data, sketches, and shop drawings, in the request. If lower cost is a benefit, then include an estimate of the cost savings. Clearly mark the proposed variation in all documentation.

1.7.3 Warranting that Variations are Compatible

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

1.7.4 Review Schedule Extension

In addition to normal submittal review period, a period of 10 working days will be allowed for consideration by the Government of submittals with variations.

1.8 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals. An additional 10 calendar days will be allowed and shown on the register for review and approval of submittals for Engine Generators.

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 resubmittal of requirements.

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.

d. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

1.9 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

b. Review submittals for approval within scheduling period specified and

SECTION 01 33 00 Page 9 only for conformance with project design concepts and compliance with contract documents.

c. Identify returned submittals with one of the actions defined in paragraph REVIEW NOTATIONS and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date submittals. No copies of submittals shall be returned to the Contractor. Transmittal forms indicating review notations and comments will be returned to the Contractor after submittal review.

1.9.1 Review Notations

Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" or "accepted" authorize the Contractor to proceed with the work covered.

b. Submittals marked "approved as noted" or "approved, except as noted, resubmittal not required," authorize the Contractor to proceed with the work covered provided he takes no exception to the corrections.

c. Submittals marked "not approved" or "disapproved," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved.

d. Submittals marked "not reviewed" will indicate submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

1.10 DISAPPROVED OR REJECTED SUBMITTALS

Make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the FAR clause entitled CHANGES, is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work. Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.11 APPROVED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check.

Approval or acceptance will not relieve the Contractor of the

SECTION 01 33 00 Page 10 responsibility for any error which may exist, as the Contractor, under the Contractor Quality Control (CQC) requirements of this contract, is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work.

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.12 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, the Contractor to assure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved will also be returned to the Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material. Government reserves the right to disapprove any material or equipment which previously has proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals.

Contractor to replace such materials or equipment to meet contract requirements.

Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of his responsibilities under the contract.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 33 00 Page 11

SECTION 01 33 00 Page 12

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

04/18

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Competent Person (CP)

1.2.2 Competent Person, Confined Space

1.2.3 Competent Person, Cranes and Rigging

1.2.4 Competent Person, Excavation/Trenching

1.2.5 Competent Person, Fall Protection

1.2.6 Competent Person, Scaffolding

1.2.7 Competent Person (CP) Trainer

1.2.8 High Risk Activities

1.2.9 High Visibility Accident

1.2.10 Load Handling Equipment (LHE)

1.2.11 Medical Treatment

1.2.12 Near Miss

1.2.13 Operating Envelope

1.2.14 Qualified Person (QP)

1.2.15 Qualified Person, Fall Protection (QP for FP)

1.2.16 USACE Property and Equipment

1.2.17 Load Handling Equipment (LHE) Accident or Load Handling

Equipment Mishap

1.3 SUBMITTALS

1.4 REGULATORY REQUIREMENTS

1.5 SITE QUALIFICATIONS, DUTIES, AND MEETINGS

1.5.1 Personnel Qualifications

1.5.1.1 Site Safety and Health Officer (SSHO)

1.5.1.1.1 Additional Site Safety and Health Officer (SSHO)

Requirements and Duties

1.5.1.2 Competent Person Qualifications

1.5.1.2.1 Competent Person for Confined Space Entry

1.5.1.2.2 Competent Person for Scaffolding

1.5.1.2.3 Competent Person for Fall Protection

1.5.1.3 Qualified Trainer Requirements

1.5.1.4 Crane Operators/Riggers

1.5.2 Personnel Duties

1.5.2.1 Duties of the Site Safety and Health Officer (SSHO)

1.5.3 Meetings

1.5.3.1 Preconstruction Conference

1.5.3.2 Safety Meetings

1.6 CONSTRUCTION ON OR NEAR THE AIRFIELD

1.7 ACCIDENT PREVENTION PLAN (APP)

1.7.1 Names and Qualifications

1.7.2 Plans

1.7.2.1 Confined Space Entry Plan

1.7.2.2 Standard Lift Plan (SLP)

SECTION 01 35 26 Page 1

GOVERNMENT SAFETY REQUIREMENTS

1.7.2.3 Critical Lift Plan - Crane or Load Handling Equipment

1.7.2.3.1 Critical Lift Plan Planning and Schedule

1.7.2.3.2 Lifts of Personnel

1.7.2.4 Multi-Purpose Machines, Material Handling Equipment, and

Construction Equipment Lift Plan

1.7.2.5 Fall Protection and Prevention (FP&P) Plan

1.7.2.6 Rescue and Evacuation Plan

1.7.2.7 Hazardous Energy Control Program (HECP)

1.7.2.8 Excavation Plan

1.7.2.9 Occupant Protection Plan

1.7.2.10 Asbestos Hazard Abatement Plan

1.7.2.11 Site Safety and Health Plan

1.7.2.12 Site Demolition Plan

1.8 ACTIVITY HAZARD ANALYSIS (AHA)

1.8.1 AHA Management

1.8.2 AHA Signature Log

1.9 DISPLAY OF SAFETY INFORMATION

1.9.1 Safety Bulletin Board

1.9.2 Safety and Occupational Health (SOH) Deficiency Tracking System

1.10 SITE SAFETY REFERENCE MATERIALS

1.11 EMERGENCY MEDICAL TREATMENT

1.12 NOTIFICATIONS and REPORTS

1.12.1 Mishap Notification

1.12.2 Accident Reports

1.12.3 LHE Inspection Reports

1.12.4 Certificate of Compliance and Pre-lift Plan/Checklist for LHE and Rigging

1.13 HOT WORK

1.13.1 Fire Safety

1.13.2 Work Around Flammable Materials

1.14 RADIATION SAFETY REQUIREMENTS

1.14.1 Loss or Release and Unplanned Personnel Exposure

1.14.2 Site Demarcation and Barricade

1.14.3 Security of Material and Equipment

1.14.4 Transportation of Material

1.14.5 Use of Ionizing Radiation(IR)

1.14.6 Use of Lasers

1.14.7 Use of Radio Frequency (RF) Radiation

1.14.8 Use of Ultraviolet (UV) Radiation

1.15 CONFINED SPACE ENTRY REQUIREMENTS

1.15.1 Entry Procedures

1.15.2 Forced Air Ventilation

1.15.3 Sewer Wet Wells

1.15.4 Rescue Procedures and Coordination with Local Emergency

Responders

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONSTRUCTION AND OTHER WORK

3.1.1 Worksite Communication

3.1.2 Hazardous Material Exclusions

3.1.3 Unforeseen Hazardous Material

3.2 UTILITY OUTAGE REQUIREMENTS

3.3 OUTAGE COORDINATION MEETING

3.4 CONTROL OF HAZARDOUS ENERGY (LOCKOUT/TAGOUT)

3.4.1 Safety Preparatory Inspection Coordination Meeting with the

SECTION 01 35 26 Page 2

Government or Utility

3.4.2 Lockout/Tagout Isolation

3.4.3 Lockout/Tagout Removal

3.5 FALL PROTECTION PROGRAM

3.5.1 Training

3.5.2 Fall Protection Equipment and Systems

3.5.2.1 Additional Personal Fall Protection

3.5.2.2 Personal Fall Protection Harnesses

3.5.3 Fall Protection for Roofing Work

3.5.4 Horizontal Lifelines (HLL)

3.5.5 Guardrails and Safety Nets

3.5.6 Rescue and Evacuation Plan and Procedures

3.6 WORK PLATFORMS

3.6.1 Scaffolding

3.6.2 Elevated Aerial Work Platforms (AWPs)

3.7 EQUIPMENT

3.7.1 Material Handling Equipment (MHE)

3.7.2 Load Handling Equipment (LHE)

3.7.3 Machinery and Mechanized Equipment

3.7.4 Base Mounted Drum Hoists

3.7.5 Use of…