SPECS Vol 1.pdf

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-fdg.com fsb-ae.com

C-130J Flight Simulator Facility Stratton Air National Guard Base

Schenectady, New York

FY 2022, PN VBDZ 179043

Contract No. W9133L-16-D-0005

Type B-3 Sealed Submission April 5, 2022

CA 00199 Exp. 6/30/23

CA 1072 Exp. 6/30/22

FSB: Architectural and Engineering Professional Services

Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1 5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436

Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com

JASON T.

HOLUBY

document1 Page 1 of 1

5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436 Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com document1 Page 1 of 1 5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436

Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com

J.T.

LITTLE JR.

20555

Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1 5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436

Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com

JASON

MARK

ELLIOTT

30719

NYANG - C-130 FLIGHT SIMULATOR FACILITY VBDZ 179043

STRATTON ANG BASE, SCHENECTADY, NY APRIL 5, 2022

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 22 13.00 20 SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

00 41 00 BID SCHEDULES

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

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 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 TOTAL BUILDING COMMISSIONING

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

02 41 19 SELECTIVE DEMOLITION

DI VI SI ON 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 45 00 PRECAST ARCHITECTURAL CONCRETE

DI VI SI ON 04 - MASONRY

04 20 00 UNIT MASONRY

DI VI SI ON 05 - METALS

05 05 20.00 27 POST-INSTALLED CONCRETE AND MASONRY ANCHORS

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

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

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

PROJECT TABLE OF CONTENTS Page 1

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

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 17 00 BENTONITE WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 27 36 SPRAY FOAM AIR BARRIERS

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

07 95 00 ARCHITECTURAL EXPANSION JOINTS

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 33 23 OVERHEAD COILING DOORS

08 34 13.00 01 VERTICAL LIFT ELECTRIC INSULATED DOORS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 60 45 TRANSLUCENT PANELS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 06 00 SCHEDULES FOR FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

09 67 23.15 FUEL RESISTIVE RESINOUS FLOORING, 3-COAT SYSTEM

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.20 INTERIOR SIGNAGE

10 14 01 EXTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 39 FOLDING PANEL PARTITIONS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

10 51 16 CELL PHONE LOCKERS

10 53 00 MANUFACTURED CANOPY

DI VI SI ON 11 - EQUI PMENT

PROJECT TABLE OF CONTENTS Page 2

11 94 10 ROOFTOP FALL PROTECTION ANCHORS

DI VI SI ON 12 - FURNI SHI NGS

12 21 00 WINDOW BLINDS

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

21 30 00 FIRE PUMPS

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBING, GENERAL PURPOSE

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

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

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

EQUIPMENT

23 05 48.19 BRACING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 52 00 HEATING BOILERS

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 81 23 COMPUTER ROOM AIR CONDITIONING UNITS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11.10 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS WITH

C-I-A DETERMINATION H-H-H

25 05 11.11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS WITH

C-I-A DETERMINATION L-M-M

25 05 11.12 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS WITH

C-I-A DETERMINATION M-M-H

25 05 11.13 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS WITH

C-I-A DETERMINATION M-M-M

25 05 11.14 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS WITH

C-I-A DETERMINATION L-L-L

DI VI SI ON 26 - ELECTRI CAL

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 27 13.10 30 ELECTRIC METERS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS UNDER 600 VOLTS

26 32 15.00 ENGINE-GENERATOR SET STATIONARY 15-2500 KW, WITH

AUXILIARIES

26 36 00 MANUAL TRANSFER SWITCHES

26 36 23 AUTOMATIC TRANSFER SWITCHES AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

PROJECT TABLE OF CONTENTS Page 3

26 42 14.00 10 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 51 16 RADIO AND PUBLIC ADDRESS SYSTEMS

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM,

ADDRESSABLE

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 01 00 SUBSURFACE EXPLORATION

31 05 22 GEOTEXTILES USED AS FILTERS

31 11 00 SITE CLEARING

31 20 00 EARTH MOVING

31 23 19 DEWATERING

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 20 BASE COURSE FOR RIGID PAVEMENT AND SIDEWALK AND SUBBASES

FOR FLEXIBLE PAVING

32 11 23.23 BASE COURSE DRAINAGE LAYERS

32 12 00 PAVING AND SURFACING

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16 ASPHALT PAVING

32 12 16.16 ROAD-MIX ASPHALT PAVING

32 13 13 CONCRETE PAVING

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13 FENCING

32 92 00 TURF AND GRASSES

32 92 19 SEEDING

DI VI SI ON 33 - UTI LI TI ES

33 05 05 WATER AND SANITARY SITE PIPING

33 16 15 WATER STORAGE STEEL TANKS

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAINAGE PIPING

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DI VI SI ON 41 - MATERI AL PROCESSI NG AND HANDLI NG EQUI PMENT

41 22 13.15 BRIDGE CRANES, OVERHEAD ELECTRIC, UNDER RUNNING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

DOCUMENT 00 22 13.00 20

SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

02/14

PART 1 GENERAL

1.1 CONTRACT LINE ITEMS

The terms Offeror and Bidder and versions thereof (offer/bid) have the same definition as used within this contract.

Provide the Contract Line Item (CLIN) lump sum price for the following items:

CLIN 0001 - BASE BID Price includes the following:

CLIN 0001. Price for the entire work for the C-130 Flight Simulator Facility Sitework, in accordance with the Contract Documents, but excluding work described in Contract Line Items (CLIN) 0002 through 0012.

CLIN DESCRIPTION TOTAL PRICE FOR

CLIN 0001

Base Bid $_________________

CLIN 0002 Optional Line Item No. 1 - Price includes the following:

Price for providing all work in conjunction with Additional Masonry Veneer (as shown in Drawings) - I.L.O. Scheduled Materials/Wall System, complete. Furnish and install in accordance with the Contract Documents, including all material, equipment and labor.

CLIN DESCRIPTION TOTAL PRICE FOR

CLIN 0002

Additional Masonry Veneer $_________________

CLIN 0003 Optional Line Item No. 2 - Price includes the following:

Price for providing Translucent Fiberglass Wall Panels (Horizontal Clerestory Install), I.L.O. Scheduled Materials/Wall System, complete.

Furnish and install in accordance with the Contract Documents, including all material, equipment and labor.

DOCUMENT 00 22 13.00 20 Page 1

CLIN DESCRIPTION TOTAL PRICE FOR

CLIN 0003

Tanslucent Fiberglass Wall Panels (Horizontal Clerestory Install)

CLIN 0004 Optional Line Item No. 3 - Price includes the following:

Price for providing all work in connection with Translucent Fiberglass Wall Panels (Vertical 2-stripes Install) - I.L.O. Scheduled Material/Wall System, complete. Furnish and install in accordance with the Contract Documents, including all material, equipment and labor.

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

Translucent Fiberglass Wall Panels (Vertical Install)

CLIN 0005 Optional Line Item No. 4 - Price includes the following:

Price for providing all work in connection with Bridge Crane (Machine, Rails, and Power). Furnish and install in accordance with the Contract Documents, including all material, equipment and labor.

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

Bridge Crane (Machine, Rails, and Power)

CLIN 0006 Optional Line Item No. 5 - Price includes the following:

Price for providing Additional Concrete Sidewalk Pavements and Steps, as indicated in drawings, complete. Furnish and install in accordance with the Contract Documents, including all material, equipment and labor.

DOCUMENT 00 22 13.00 20 Page 2

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

Additional Concrete Sidewalk Pavements and Steps

CLIN 0007 Optional Line Item No. 6 - Price includes the following:

Price for providing all work in connection with Illuminated Unit Insignia Sign, complete. Furnish and install in accordance with the Contract Documents, including all material, equipment and labor.

CLIN DESCRIPTION TOTAL PRICE FOR

CLIN 0007

Illuminated Unit Insignia Sign $_________________

CLIN 0008 Optional Line No. 7 - Price includes the following:

Price for providing all work in connection with Epoxy Floor Coating in Mechanical Room, Fire Protection/Electrical Room, & Motion Bay - I.L.O. Coated Concrete, complete. Furnish and install in accordance with the Contract Documents, including all material, equipment, and labor.

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

Epoxy Floor Coating $_________________

CLIN 0009 Optional Line Item No. 8 - Price includes the following:

Price for providing all work in connection with (8) Additional Aspalt Parking Spaces. Furnish and install in accordance with the Contract Documents, including all material, equipment and labor.

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

(8) Additional Ashpalt Parking Spaces

CLIN 00010 Optional Line Item No. 9 - Price includes the following:

DOCUMENT 00 22 13.00 20 Page 3

Price for providing all work in connection with Replacing Existing Site Access Drive with New Aspalt Paving (as shown in drawings), complete. Furnish and install in accordance with the Contract Documents, including all material, equipment and labor.

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

Replace Existing Site Access Drive $_________________

CLIN 0011 Optional Line Item No. 10 - Price includes the following:

Price for providing all work in connection with Sim Screw Access Stair and Platform (as shown in drawings), complete. Furnish and install in accordance with the Contract Documents, including all material, equipment and labor.

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

0011 Add Sim Screw Access Stair and Platform $_________________

CLIN 0012 Optional Line Item No. 11 - Price includes the following:

Price for providing Breathing Air Compressor w/(2) Tanks and Platform Skid. Furnish and install in accordance with the Contract Documents, including all material, equipment and labor.

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

0012 Add Breathing Air Compressor w/(2) Tanks and Platform Skid. $_________________

Total Price (Items 0001, 0002, 0003, 0004, 0005, 0006, 0007, 0008, 0009, 0010, 0011, 0012).

1.2 GENERAL BID NOTES

1.2.1 Notes

a. Offeror' s shall provide a price for all items on the Price

DOCUMENT 00 22 13.00 20 Page 4

Schedule.

b. A firm fixed price is required for each item and no provision will be made for economic adjustments.

c. Options will be evaluated in accordance with FAR 52.217-5 Evaluation of Options.

d. Evaluation of the Options will not obligate the Government to execute any or all of the Options.

e. Should the Government choose to exercise the Option, the contract completion date shall not change.

g. The Offeror's price is valid for at least 120 days from the receipt of proposals.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Document --

DOCUMENT 00 22 13.00 20 Page 5

SECTION 00 41 00

BID SCHEDULES

01/07

PART 1 GENERAL

1.1 BASIS OF BIDS

1.1.1 Options

This contract will be solicited with Optional Line Items. A description of the Optional Line Items is contained in Specification Section 00 22

13.00 20, "Supplementary Instructions to Offerors".

DOCUMENT 00 41 00 Page 1

-- End of Document --

DOCUMENT 00 41 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Utility Outage Requests

Utility Connection Requests

Excavation Permits

Welding Permits

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes the construction of the C-130J Flight Simulator Facility, site construction and all related work as indicated in the contract documents:

1.1 C-130J Flight Simulator Training Facility (Building): Construction will meet local seismic design requirements and include a single high-bay simulator motion bay with maintenance support and briefing rooms within an internal secure perimeter, classrooms, instructor & facility manager offices, break room, latrines, and fire protection, mechanical, electrical & comm spaces.

1.2 Supporting Facilities: Construction will include connection to existing utilities, site circulation pavements, landscaping and stormwater management amenities and connection to existing communications distribution.

1.2.2 Location

The work is located at the Stratton Air National Gaurd Base in Schenectedy, New York. . The exact location will be shown by the Contracting Officer.

1.3 CONTRACT DRAWINGS

Five sets of full size contract drawings, maps, and specifications will be furnished to the Contractor without charge. Reference publications will not be furnished. Immediately check furnished drawings and notify the

SECTION 01 11 00 Page 1

Government of any discrepancies.

1.4 OCCUPANCY OF PREMISES

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

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment.

1.5 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.

1.6 ON-SITE PERMITS

1.6.1 Utility Outage Requests and Utility Connection Requests

Schedule work to minimize outages. For utility outages and connections required during the execution of work that affect existing systems, schedule outside the regular working hours or on weekends, as approved by the Contracting Officer. Schedule utility outages and connections to minimize disruptions tothe Government. No additional payment will be provided for utility outages and connections required to be performed outside the regular work hours.

Submit requests for utility outages and connections in writing to the Contracting Officer for approval at least 14 calendar days in advance of the time required. In each request, state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.6.2 Borrow, Excavation, Welding, and Burning Permits

ACTIVITY SUBMISSION DATE SUBMISSION FORM

Excavation Permits 14 calendar days prior to work

Welding Permits 14 calendar days prior to work

Post permits at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted.

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 2 weeks prior to

SECTION 01 11 00 Page 2 excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed.

Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.7.1 Notification Prior to Excavation

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

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 State

"State" when used in reference to states of the United States also includes the Territory of Guam.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Meal Signature Record Book (MSRB)

Dining And Lodging Requirements

Housing Plan

Medical Plan

Contractor Regulations

Transportation of Personnel, Materials, and Equipment

Purchase Orders

List of Contact Personnel

Personnel List

Entry Approval for Employees; G

SD-07 Certificates

1.3 SPECIAL SCHEDULING REQUIREMENTS

a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Specific items of work to which this requirement applies include:

(1) Water Service operations

SECTION 01 14 00 Page 1

(2) Electrical Service operations

b. The Majority of the parking lot to the NW of the jobsite._____ will remain in operation during the entire construction period. Portions of this lot will be made available/accessible for work on this contract as needed. Coordinate with the Base CE and/or the Contracting Officer. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

c. Permission to interrupt any Activity roads, or utility service must be requested in writing a minimum of _30__ calendar days prior to the desired date of interruption.

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 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. Ingress and egress of Contractor vehicles at the Activity is limited to the Main gate. Wear appropriate personal protective equipment (PPE) 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.

1.4.1.1 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.

1.4.1.2 Employee List

The Contractor must provide to the Contracting officer, in writing, the names of two designated representatives authorized to request personnel and vehicle passes for employees and subcontractors' employees prior to commencement of work under this contract. The Contractor must adhere to the requirements of "Important Clarifications - Contractors - How to Gain Access," dated 31 October 1995, in obtaining access to the Air National Guard Station complex for the life of the contract. A copy of these requirements will be provided at the preconstruction meeting.

1.4.1.3 Personnel Entry Approval

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

1.4.1.4 No Smoking Policy

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

SECTION 01 14 00 Page 2

1.4.2 Working Hours

Regular working hours must consist of 8 1/2 hours, between 7 a.m. and 3:30 p.m., Monday through Friday, excluding Government holidays.

1.4.3 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, 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. Make utility cutovers after normal working hours,unless directed otherwise.

1.4.4 Utility Cutovers and Interruptions

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

Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

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

c. Interruption to water, sanitary sewer, storm sewer, telephone service, and electric service, are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

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

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 3

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

11/11

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 1110-1-8 (2016) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Earned Value Report; G

1.3 EARNED VALUE REPORT

1.3.1 Data Required

This contract requires the use of a cost-loaded Network Analysis Schedule (NAS). Use Earned Value Report derived from cost-loaded NAS. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices and extended prices. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer a Schedule of Prices (construction contract) as directed by the Contracting Officer. Schedule of Prices must have cost summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Earned Value Report from the cost-loaded NAS has been submitted to and accepted by the Contracting Officer. identify the cost for site work, and include incidental work to the 5 ft line. Identify costs for the building(s), and include work out to the 5 ft line. Work out to the 5 ft line shall include construction encompassed within a theoretical line 5 ft from the face of exterior walls and shall include attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 ft line.

1.3.3 Real Property Assets

The Government will provide the Draft DD Form 1354, Transfer and

SECTION 01 20 00.00 20 Page 1

Acceptance of Military Real Property filled in with the appropriate Real Property Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract. The Contractor shall meet with the Contracting Officer and the Real Property Accounting Officer during the Pre Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to the DD Form 1354. The Contractor shall provide the Interim DD Form 1354 that uses the appropriate division of the RPUIDs/ Category Codes to represent the final constructed facility and include all associated cost.

Coordinate the Contractor's Price and Payment structure with the structure of the RPUIDs/ Category Codes.

Divide detailed asset breakdown into the RPUIDs and related construction Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category Code. Assets and related RPUID/ Category Codes may be modified by the Contracting Officer as necessary during course of the work.

Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.

Cost data accumulated under this section are required in the preparation of DD Form 1354.

1.3.4 Schedule Requirements for HVAC TAB

The field work Section 23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC shall be broken down in the Earned Value Report from the cost-loaded NAS by separate line items which reflect measurable deliverables. Specific payment percentages for each line item shall be determined on a case by case basis for each contract. The line items shall be as follows:

a. Approval of Design Review Report: The TABS Agency is required to conduct a review of the project plans and specifications to identify any feature, or the lack thereof, that would preclude successful testing and balancing of the project HVAC systems. The resulting findings shall be submitted to the Government to allow correction of the design. The progress payment shall be issued after review and approval of the report.

b. Approval of the pre-field engineering report: The TABS Agency submits a report which outlines the scope of field work. The report shall contain details of what systems will be tested, procedures to be used, sample report forms for reporting test results and a quality control checklist of work items that must be completed before TABS field work commences.

c. Season I field work: Incremental payments are issued as the TABS field work progresses. The TABS Agency mobilizes to the project site and executes the field work as outlined in the pre-field engineering report. The HVAC water and air systems are balanced and operational data shall be collected for one seasonal condition (either summer or winter depending on project timing).

d. Approval of Season I report: On completion of the Season I field work, the data is compiled into a report and submitted to the Government. The report is reviewed, and approved, after ensuring compliance with the pre-field engineering report scope of work.

SECTION 01 20 00.00 20 Page 2

e. Completion of Season I field QA check: Contract QC and Government representatives meet the TABS Agency at the jobsite to retest portions of the systems reported in the Season I report. The purpose of these tests are to validate the accuracy and completeness of the previously submitted Season I report.

f. Approval of Season II report: The TABS Agency completes all Season II field work, which is normally comprised mainly of taking heat transfer temperature readings, in the season opposite of that under which Season I performance data was compiled. This data shall be compiled into a report and submitted to the Government. On completion of submittal review to ensure compliance with the pre-field engineering report scope, progress payment is issued. Progress payment is less than that issued for the Season I report since most of the water and air balancing work effort is completed under Season I.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause DFARS 252.236-7000 Modification Proposals-Price Breakdown, and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the EP 1110-1-8 .

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on NAVFAC Form 7300/30 furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice. Form 7300/30 shall include certification by Contractor and Quality Control (QC) Manager.

b. The Earned Value Report from the cost-loaded NAS, showing in detail:

the estimated cost, percentage of completion, and value of completed performance for each of the construction categories stated in this contract. Use NAVFAC Form 4330/54 on NAVFAC contracts when a Monthly Estimate for Voucher is required.

c. Updated Project Schedule and reports required by the contract.

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

g. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

h. Contractor's Monthly Estimate for Voucher and Conractors Certification (NAVFAC Form 4330/54) with Subcontractor and supplier payment certification.

SECTION 01 20 00.00 20 Page 3

i. Materials on Site.

1.5.2 Submission of Invoices

If DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions is included in the contract, provide the documents listed in paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

Monthly invoices and supporting forms for work performed through the anniversary award date of the contract shall be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, contract award date is the 7th of the month, the date of each monthly invoice shall be the 7th and the invoice shall be submitted by the 12th of the month.

1.5.3 Final Invoice

a. A final invoice shall be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release shall contain the corporate seal. An officer of the corporation shall sign and the corporate secretary shall certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor shall then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR 32.503-6 Suspension or Reduction of Payments:

SECTION 01 20 00.00 20 Page 4

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to provide up to date record drawings not current as stated in Contract Clause "FAC 5252.236-9310, Record Drawings."

The U.S. Government's review, approval, acceptance of, or payment for shop drawing or work required under this contract shall not be construed to relieve the Construction Contractor of responsibility, or operate as a waiver of any rights, under this contract. The Construction Contractor shall be and remain liable to the U.S.

Government in accordance with applicable law for all damages to the U.S. Government caused by the Construction Contractor's negligent performance of any of the work furnished under this contract.

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings,precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation shall be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Earned Value Report requirement of this contract.

Requests for progress payment consideration for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation shall be stored either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written

SECTION 01 20 00.00 20 Page 5 approval by the Contracting Officer.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

The Contracting Officer shall be at least copied on all construction related documents. Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. 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

Operational Security (OPSEC) Plan; G

SD-04 Samples

Color Boards; G

1.2.1 Submittals for Coordination

A. Erection / Coordination Drawings: Submit drawings for the U.S.

Government's benefit.

1. Prepare coordination drawings where limited space available may cause conflicts in the locations of installed products, and where required to coordinate installation of products.

2. Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents.

3. Data indicating inappropriate or unacceptable Work may be subject to action by the U.S. Government.

B. Do not reproduce Contract Documents or copy standard information as the basis of Erection or Coordination Drawings.

C. Submit information to the U.S. Government for review for the limited purpose of checking for general conformance with information given and the design concept expressed in the contract documents.

D. If necessary, inform each party involved, in writing, of procedures

SECTION 01 30 00 Page 1 required for coordination; include requirements for giving notice, submitting reports, and attending meetings.

E. Coordinate shop drawings prepared by separate entities.

F. Show installation sequence when necessary for proper installation.

G. Each subcontractor shall prepare the coordination drawings required for its work.

1.2.2 Submittals for Review

A. When the following are specified in individual sections, the Construction Contractor shall submit them for review:

1. Product data.

2. Shop drawings.

3. Samples for selection.

4. Samples for verification.

B. Submit newly prepared information, drawn to accurate scale. Highlight, encircle, or otherwise indicate selected products and amenities of all products submitted. All extraneous data shall be marked out. Also, specifically note any deviations from the Contract Documents. Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings. Standard information prepared without specific reference to the Project is not considered Shop Drawings.

C. Submit information to the U.S. Government for review for the limited purpose of checking for general conformance with information given and the design concept expressed in the contract documents.

D. Samples will be reviewed only for aesthetics, color, or finish selection.

E. After review, provide copies and distribute.

1.2.3 Submittals for Information

A. When the following are specified in individual sections, submit them for information:

1. Design data.

2. Sustainable design submittals and reports.

3. Certificates.

4. Test reports.

5. Manufacturer's instructions and field reports.

6. Other types indicated.

B. Submit for the U.S. Government's knowledge.

1.2.4 Special Project Submittals

A. Special submittals are required by South Dakota Air National Guard.

Refer to Section 01 14 00 - WORK RESTRICTIONS.

1.2.5 Number of Copies of Submittals

A. Documents for Review:

1. Submittals for all shop drawings and other project data shall be transmitted to the COR in electronic form; one copy.

2. Documents may be in .pdf, .doc, .dwg, or .rvt formats.

3. The COR will transmit review comments and submittal markups to the Construction Contractor in a like manner.

B. Documents for Information:

1. Submit no less than one electronic copy plus the number and size of paper copies specified in individual specification sections.

C. Documents for Project Closeout:

1. Make copies of final reviewed submittals and submit as specified in

SECTION 01 30 00 Page 2

Section 01 78 00 - CLOSEOUT SUBMITTALS.

D. Samples:

1. Submit the number specified in individual specification sections; one of which will be retained by the U.S. Government.

2. Retained samples will not be returned to the Construction Contractor.

1.2.6 Submittal Procedures

A. Transmit each submittal with approved form. The Construction Contractor shall obtain a standard Material Approval Submittal transmittal form from the U.S. Government.

B. Indicate the submittal number and specification section number on the transmittal form. For multiple submittals, provide a separate transmittal form for each section.

C. Identify the Project, Construction Contractor, subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate.

D. The Construction Contractor shall certify that it has reviewed;

approved; verified Products required, field dimensions, and adjacent construction Work; and coordinated information in accordance with the requirements of the Work and Contract Documents.

E. Deliver samples and color/finish selections to the U.S. Government with the transmittal.

F. Schedule submittals to expedite the Project, and coordinate submission of related items.

G. For each submittal for review, allow fifteen (15) days excluding delivery time to and from the Construction Contractor.

H. Should special circumstances require expedited review, the Construction Contractor must notify the U.S. Government as soon as possible.

I. Identify variations from Contract Documents and Product or system limitations that may be detrimental to the successful performance of the completed Work.

J. When revised for resubmission, identify all changes made since the previous submission.

K. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements.

L. Submittals not requested will not be recognized or processed.

1.3 VIEW LOCATION MAP

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

1.4 COLOR BOARDS FOR AIR FORCE PROJECTS

Submit five sets of color boards within 90 calendar days after Contract Award. Each set of boards must include samples of colors and finishes of 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 metal panels are required, submit samples not less than 12 inches square with the board. If more space is needed, more than one board per set may be submitted. Certify that the color samples have been reviewed in detail, and that the color samples are in strict accordance with contract drawings and specifications, except as may be otherwise explicitly stated. Submittal of color samples does not relieve the Contract of the responsibility to

SECTION 01 30 00 Page 3 submit sample required elsewhere herein.

1.5 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Include aerial photographs. 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 and SSM. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date.

Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided become the unrestricted property of the Government.

1.5.1 Security Restrictions

Refer to Section 01 14 00 WORK RESTRICTIONS for security requirements for photographs.

1.6 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 LIABILITY, during the entire period of performance under this contract.

Provide other insurance coverage as required by State law.

1.7 SUPERVISION

1.7.1 Minimum Communication Requirements

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

1.7.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

SECTION 01 30 00 Page 4

1.7.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.7.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.8 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 relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, UFC 1-200-02 2016 c3 - High Performance and Sustainable Building Requirements and GBCI TECHNICAL GUIDE - New Construction and…