A.02.05_AR06-Little Rock Alter Hydrant System-Specs-RTA.pdf

Specifications (Ready to

Advertise)

Hydrant Fuel System Alterations

DESC1902

HQ DLA/U.S. Air Force Project Little Rock AFB, Arkansas July 2020

Prepared for

U.S. Army Corps of Engineers

Omaha District

Prepared by

Argus Consulting, Inc

The Schemmer Associates

Jensen Hughes

HYDRANT FUELING SYSTEM ALTERATIONS

JULY 2020 READY TO ADVERTISE

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 50 FORMS AND ATTACHMENTS

01 11 00 SUMMARY OF WORK

01 14 00.00 46 WORK RESTRICTIONS (SWL)

01 15 10.10 46 AT/OPSEC SITE SECURITY REQUIREMENTS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 23.33 OPERATION AND MAINTENANCE MANUALS FOR AVIATION FUEL

SYSTEMS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 65 00 UNDERGROUND STORAGE TANK REMOVAL AND FUEL PIPING

REMOVAL/ABANDONMENT

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

PROJECT TABLE OF CONTENTS Page 1

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 21 40 SPRAY-ON-FOAM THERMAL INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 27 36 SPRAY FOAM AIR BARRIERS

07 51 13 BUILT-UP ASPHALT ROOFING

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 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 06 00 SCHEDULES FOR FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 90 00 PAINTS AND COATINGS

09 97 13.17 THREE COAT EPOXY INTERIOR COATING OF WELDED STEEL

PETROLEUM FUEL TANKS

09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES

09 97 13.28 PROTECTION OF BURIED STEEL PIPING AND STEEL BULKHEAD TIE

RODS

DIVISION 10 - SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 34 00 MANUFACTURED PLASTIC CASEWORK

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

13 48 00 SEISMIC BRACING FOR MISCELLANEOUS EQUIPMENT

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 05 48.00 20 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

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

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

PROJECT TABLE OF CONTENTS Page 2

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

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

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 31 13.00 40 METAL DUCTS

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 27 14.00 20 ELECTRICITY METERING

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 32 14.00 10 DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY

APPLICATIONS

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 14.00 10 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

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 05 19 GEOTEXTILE

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 11 23 AGGREGATE BASE COURSES

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 14.13 CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY

PAVEMENTS

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 01 50.60 CLEANING OF PETROLEUM STORAGE TANKS

33 08 55 FUEL DISTRIBUTION SYSTEM START-UP (NON-HYDRANT)

33 09 53 AVIATION FUEL PUMP CONTROL AND ANNUNCIATION SYSTEM

33 11 00 WATER DISTRIBUTION

33 11 23 NATURAL GAS PIPING

33 30 00 SANITARY SEWERS

33 32 16 PACKAGED UTILITY WASTEWATER PUMPING STATIONS

PROJECT TABLE OF CONTENTS Page 3

33 40 00 STORM DRAINAGE AND CONTAINMENT DRAIN UTILITIES

33 52 23.15 POL SERVICE PIPING WELDING

33 52 43.11 AVIATION FUEL MECHANICAL EQUIPMENT

33 52 43.13 AVIATION FUEL PIPING

33 52 43.14 AVIATION FUEL CONTROL VALVES

33 52 43.23 AVIATION FUEL PUMPS

33 52 43.28 FILTER SEPARATOR, AVIATION FUELING SYSTEM

33 52 80 LIQUID FUELS PIPELINE COATING SYSTEMS

33 56 10 FACTORY-FABRICATED FUEL STORAGE TANKS

33 56 19 FUEL IMPERMEABLE LINER SYSTEM

33 56 21.17 SINGLE WALL ABOVEGROUND FIXED ROOF STEEL POL STORAGE TANK

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.15 BRIDGE CRANES, OVERHEAD, UNDER RUNNING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

SECTION 01 00 50

FORMS AND ATTACHMENTS

03/12

PART 1 GENERAL

Listed below, and attached at the end of this section, are forms and attachments referred to in to other parts of the technical specifications.

1.1 SUBMITTAL REGISTER

See Section 01 33 00 SUBMITTAL PROCEDURES

1.2 TRANSMITTAL FORM (ENG FORM 4025-R)

See Section 01 33 00 SUBMITTAL PROCEDURES

1.3 ACTIVITY HAZARD ANALYSIS (AHA)

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

1.4 ACCIDENT INVESTIGATION REPORT (ENG FORM 3394)

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

1.5 SWL FORM 463

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

1.6 OSHA FORM 300 & 301

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

1.7 RMS-QCS MONTHLY INJURIES-ILLNESSES & EXPOSURE

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

1.8 SAFETY PERFORMANCE SIGN

See Section 01 14 00.00 46 WORK RESTRICTIONS

1.9 PROJECT IDENTIFICATION SIGN

See Section 01 14 00.00 46 WORK RESTRICTIONS

1.10 USACE-LITTLE ROCK DISTRICT NATIONAL BACKGROUND SCREENING

CONSENT/RELEASE FORM (SSCI-2013)

See Section 01 15 10.10 46 AT/OPSEC SITE SECURITY REQUIREMENTS

1.11 OPTIONAL FORM 306

See Section 01 15 10.10 46 AT/OPSEC SITE SECURITY REQUIREMENTS

1.12 SWL Form 487 USACE-SWL CONTRACTOR REQUIRED INFORMATION FORM

See Section 01 15 10.10 46 AT/OPSEC SITE SECURITY REQUIREMENTS

SECTION 01 00 50 Page 1

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 00 50 Page 2

Contract Line Item Pricing Schedule (00 10 00) - 3

Project No: DESC1902 Title: Hydrant Fuel System Alterations

Location: Little Rock AFB, Arkansas

CONTRACT LINE ITEM PRICING SCHEDULE

Item No. Description of Item Estimated

Quantity Unit Unit Price Amount

BASIC ITEMS

0001 All work complete for the Tank Farm Upgrades including tanks, piping, valves, supports, infrastructure for Automatic Tank Gauging System and other supporting work, excluding Option Item 0017.

JOB

XXX

0002 All work complete for new Bulk Pumphouse Building out to a point 5 feet outside of the building.

0003 All work complete for the two new Truck Fillstands.

0004 All work complete for the two new Truck Unload Stands and Piping.

0005 All work complete for the Fuel Fill Piping.

0006 All work complete for the Hydrant Loop Piping.

0007 All work complete for Site Preparation for new work, excluding work covered in other Basic work items and

Option Items.

0008 All work complete for Site Utilities including but not limited to storm drainage systems, water and sanitary sewer systems, site electrical and communication utility systems, cathodic protection, MPC & recovery racks, and all associated excavation and backfill for the various systems, excluding work covered in Other Basic Work items and Option Items.

0009 All work complete for Site Improvements, including but not limited to various concrete and asphalt paving systems, concrete curbs, islands, bulk tank containment and dike system, dike pavement, pipe supports and mechanical pads, excluding work covered in Other Basic

Work items and Option Items.

0010 All work completed for As-Built Drawings, Operation and Maintenance Manuals and Closeout Documents.

TOTAL BASIC]MOUNT (ITEMS 0001 THRU 0010)

OPTION ITEMS

0011 All work complete for Hazardous Material Survey for

Asbestos Containing Materials and Lead Based Paint for existing pumphouses scheduled for demolition/alterations.

0012 Additional amount to provide ATG Equipment Systems for tanks.

1 JOB XXX $____________

0013 All work complete for demolition of existing Pumphouses

1 and 6 and associated equipment, Underground Storage

Tanks, Fillstands 1 and 2 and associated equipment, piping, miscellaneous components, and generator shelter, excluding Options listed below. See Sheets GD110 and

GD120 for demolition information for CLIN 0013.

0014 All work complete for pavements and miscellaneous selective demolition of the existing Type II underground hydrant piping including but not limited to pipe abandonment and grouting for lateral control pits and lines, control pit covers and associated paving, excluding pavements included in CLIN item 0009. See Sheets

GD110 and GD120 for demolition information for CLIN 0014. See Note 6 on these sheets for pavement work.

0015 All work complete for abatement of asbestos containing pipe and tank gaskets in Facilities 70 and 1346, Gasket

$________/gasket

Contract Line Item Pricing Schedule (00 10 00) - 4

0016 All work complete for abatement of asbestos containing pipe insulation (assume 6-inch pipe) in Facilities 70 and 1346, Lineal Foot

(LF)

$______/Lineal Foot

0017 All work complete for abatement of lead paint for existing pumphouses.

Square Feet

(SF)

$______/SF

0018 All work complete for handling, and proper disposal of petroleum contaminated soil and notification to regulatory agencies for petroleum contaminated soil that cannot be reused on-site for backfill purposes. Stockpiling and testing is included in Basic Work Items.

Cubic Yards (CY)

$__________/CY

0019AA

0019BB

All work complete for containerizing, and proper disposal of petroleum contaminated groundwater and notification to regulatory agencies for petroleum contaminated groundwater for petroleum contaminated groundwater that cannot be discharged to sanitary sewer.

For the first 400 gallons

Over 400 gallons

4000_

Gallons

Gallons

$_______/gallon

$_______/gallon

TOTAL OPTION ITEMS AMOUNT (ITEMS 0011 THRU 0019)

TOTAL AMOUNT (BASIC PLUS ALL OPTION ITEMS)

Notes:

1. Duration of the base bid including any options that may be awarded is 525 Days.

2. Offerors must insert a price on all numbered items of the CLIN pricing schedule. Failure to do so may result in the offer being unacceptable. Additions will be subject to verification by the Government. In case of variation between the Job (lump-sum) prices and the total amount, the lump-sum prices will be considered the price. In case of variation between the unit prices and the extensions, the unit prices will be considered the price submitted. The

Government reserves the right to exercise the options Item 0011 through 0013 within 180 days after issuance of

Notice to Proceed. The government reserves the right to exercise Option Items 0014 through 0016 after work is completed for Option Item 0011. The Government reserves the right to exercise Option Item 0017 within 180 calendar days after Notice to Proceed. The Government reserves the right to exercise Option Items 0018 and 0019 anytime during performance of the work. See FAR 52.217-5 Evaluation of Options. CLIN Item 0019 - See

AFARS 5152,211-9001 VARIATION IN ESTIMATED QUANTITIES – SUBLINE ITEMS.

3. (FAR 52.217-5) EVALUATION OF OPTIONS (JUL 1990)

Except when it is determined in accordance with FAR 17.206(b) not to be in the Government's best interests, the

Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

(End of provision)

4. (FAR 52.232-18) AVAILABILITY OF FUNDS (APR 1984)

Funds are not presently available for this contract. The Government's obligation under this contract is contingent upon the availability of appropriated funds from which payment for contract purposes can be made. No legal liability on the part of the Government for any payment may arise until funds are made available to the Contracting Officer for this contract and until the Contractor receives notice of such availability, to be confirmed in writing by the Contracting Officer.

5. (AFARS 5152.211-9001) VARIATIONS IN ESTIMATED QUANTITIES - SUBLINE ITEMS (DEC 2019)

This Variation in Estimated Quantities Clause is applicable only to item No.0019.

Contract Line Item Pricing Schedule (00 10 00) - 5

(a) Variation from the estimated quantity in the actual work performed under any second or subsequent subline item or elimination of all work under such a second or subsequent subline item will not be the basis for an adjustment in contract unit price.

(b) Where the actual quantity of work performed for item No.0019 is less than 85 percent of the quantity of the first subline item listed under such item, the Contractor will be paid at the contract unit price for that subline item for the actual quantity of work performed and, in addition, an equitable adjustment shall be made in accordance with the clause at Federal Acquisition Regulation (FAR) 52.211-18, Variation in Estimated Quantities.

(c) If the actual quantity of work performed under item Nos. 0019 exceeds 115% or is less than 85% of the total estimated quantity of the subline item under that item and/or if the quantity of work performed under the second subline item or any subsequent subline item under item Nos. 0019 exceeds 115% or is less than 85% of the estimated quantity of any such subline item, and if such variation causes an increase or a decrease in the time required for performance of this contract the contract completion time will be adjusted in accordance with the clause FAR

52.211-18, Variation in Estimated Quantities.

(End of clause)

THIS PAGE WAS INTENTIONALLY LEFT BLANK

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALSGovernment approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

1.2 PROJECT SCOPE

Contractor shall provide all plant, labor, materials and equipment necessary to fully meet all requirements of this Summary of Work, Construction Specifications, Construction Drawings and all other Contract Documents related to and/or titled: FY19 HYDRANT FUELING SYSTEM ALTERATIONS at Little Rock AFB, Arkansas.

1.2.1 Project Description

This project will provide a new pump house near the bulk fuel farm, with three 600-GPM pumps, filter separators, a jockey pump and all related piping, piping supports, valves, and appurtenances.

The pump house shall contain pump room, control room, fire sprinkler room, restroom and mechanical room, along with emergency shut-off, emergency shower and eyewash, HVAC, fire sprinklers, alarms, bridge crane, pump controls, grounding and lightning protection, power line communications (PLC) for pump control, emergency fuel shut-offs for the new truck unload, all communications and data infrastructure, leak detection panels and environmental management control systems (EMCS) equipment. The HVAC system will connect to the base-wide EMCS system. Anti-terrorism (AT/FP), cyber-security, and sustainable design principles will be incorporated into the design and construction. The pump house will support new fill stands at the flight line, the existing bulk fill stands, and the truck unload and gravity fed drop tanks, located at the bulk fuel farm.

The new fill stands will replace the two existing fill stands on the flight line and shall tie into the existing transfer lines and each will be equipped with two pantographs.

The two new truck unload stations will utilize a gravity fed drop tank off-loading system that will tie into the pump house. Each tank will have two 600-GPM offload pumps. Each station will have spill containment and will tie into a containment basin.

Site work will include trench excavation and backfill, as well as, excavation for embankments and structures. Grading and compaction work will be included as deemed necessary.

Supporting electrical work includes primary and secondary service & connections, transformers, standby generator, site lighting at both the bulk area and airfield, grounding at truck fill stands, tank level alarms, tank gauging and alarms, product recovery tank and unload drop tank alarms and gauging; underground duct bank with fiber optic connection to the pump

SECTION 01 11 00 Page 1 house, leak detection and cathodic protection.

Supporting mechanical piping and utilities includes product recovery tank, issue & receipt piping and supports to the bulk tanks, piping and supports from truck unload to drop tanks, piping and supports from the existing fill stands at bulk storage, pipe cleaning (PIG) launcher and receiver and other piping to connect existing facilities to the fuel system.

Demolition and site preparation includes pump houses 1 and 6 (facilities 10 & 70E, approximately 4,171 SF), pump houses 1346E and 1350E (approx.

510 SF), two fill stands at the flight line (facilities 68E and 2E), existing hydrant pits and piping, fourteen underground storage tanks, pavement demolition, modification to existing bulk tank containment dikes, excavation, erosion and sediment control.

Site Improvements include asphalt and concrete paving, spill containment curbing and basins, site walks, site grading and seeding. Civil utilities include storm water piping and improvements, potable water, firewater, sanitary pump station and connections, gates and fencing.

1.2.2 Location

The work is located at the Little Rock AFB, Jacksonville, AR, approximately as indicated on the Drawings. The exact location will be shown by the Contracting Officer.

1.3 PROJECT AREA LIMITATIONS

a. All work shall be performed in the immediate project area. Refer to the drawings.

b. It is anticipated that no work will be performed for approximately three (3) days in late October of 2020 due to the Little Rock AFB Air Show. The specific dates are yet to be determined for 2020, but the Contractor will be given advanced notice once the dates are known.

Construction sites will be neat and clean and all equipment not in construction trailers shall be removed from the site.

1.4 DOCUMENTS

a. The Contractor shall:

(1) Check all Government furnished construction drawings immediately upon receipt;

(2) Compare all Government furnished construction drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies

(4) Be responsible for any errors which might have been avoided by complying with this paragraph 1.4.a.

b. Large scale drawings shall, in general, govern over small scale drawings. Figures marked on drawings shall, in general, be followed in preference to scale measurements.

SECTION 01 11 00 Page 2

c. Omissions from the drawings or specifications or the misdescription of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work, but shall be performed as if fully and correctly set forth and described in the drawings and specifications.

d. The Contractor shall maintain a complete set of construction drawings, construction specifications, project related sketches, pictures, approved Contract modifications (if any) and all approved submittals on the job site at all times. One set of such construction drawings shall be designated the "Record Drawings" upon which as-built data shall be neatly recorded and dated in red ink by the Contractor.

Contemporaneous annotation of accurate As-Built data on the Record Drawings is to be verified by the Contracting Officer and the Construction Representative, as a prerequisite to the Contractor receiving progress payments. Upon completion of construction, the Contractor shall submit a copy of record drawings and update Contractor furnished AutoCAD drawing files (*.dwg) with As-Built information and digitally stamp these all of these drawings as "As-Built". The digital stamp shall include the wording "As Built," the name of the construction Contractor and the month and year of construction completion. These drawing files shall be turned over to the Contracting Officer on 3 compact disks (CD) prior to final payment. Each CD shall have one complete set of AutoCAD drawings and a complete set in Adobe Acrobat format.

e. The Contractor shall perform an as-built geographic information survey (GIS) survey of all new or modified exterior construction and provide this information to the Government as specified in Section 01 33 00

SUBMITTAL PROCEDURES.

f. Where conflicts between the drawings and specifications occur, specifications shall govern in accordance with FAR 52.236-21.

1.5 OCCUPANCY OF PREMISES

When the Contractor has complete or partial occupancy of any building or facility, the Contractor shall be responsible for properly informing the Construction Representative of any condition which would jeopardize the building or its contents, such as loss of heat, air conditioning, danger of pipes freezing, loss of electric power, water, sewer or gas services or loss of building security. Contractor shall call telephone number 501-987-6434 and inform the Construction Representative or, if after duty hours, call 501-987-6553, CE Service Call. Contractor is responsible for correcting all situations under the scope of this contract or caused by the Contractor, and shall notify the Construction Representative and/or CE Service Call immediately for situations not covered by this contract, or emergency situations beyond the Contractor's control.

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.

1.6 EXISTING WORK

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

SECTION 01 11 00 Page 3

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.

c. Contractor shall protect all Government property against damage, to include but not limited to dust, fumes, impact, scratching, water, paint, joint compound, power failure, power surges, weather, heavy equipment, et cetera. All damages caused by the Contractor, whether to equipment, furniture, roads, landscaping, building components or any other type of Government property encountered at or near the project site shall be repaired or replaced to match existing and to the satisfaction of the Contracting Officer at no cost to the Government.

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.

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

Identify and mark all utilities which may not be identified on the contract drawings but which may be identified/located by the base contacts at the LRAFB. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.7.1 Notification Prior to Excavation

Notify the Contracting Officer at least ten (10) days prior to starting excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00 Page 4

SECTION 01 14 00.00 46

WORK RESTRICTIONS (SWL)

12/13

PART 1 GENERAL

1.1 PROTECTION OF GOVERNMENT PROPERTY

1.1.1 Protection of Government Facilities

Take whatever measures are necessary or required for protection of the existing buildings, grounds, parking area and other Government facilities.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Installation Plan ; G Utility Outage Requests ; G Utility Connection Requests ; G Excavation Permits ; G

SD-02 Shop Drawings

Plumbing System ; G

1.3 WORK SCHEDULE

1.3.1 Work Hours

Arrange work schedule so that the work performed at the Government installation will be during the normal day shift established as 7:00 a.m.

to 4:30 p.m., Monday through Friday, except Federal holidays, with the option of working weekends with the approval of the Contracting Officer's Representative. Work at the installation during other periods of time will be permitted only on the specific approval of the Contracting Officer or his authorized representative for each specified time. In the event an operation is necessary which cannot be completed within the day shift period specified above without loss or additional cost to the Contractor, the work day period for that operation may be extended upon request of the Contractor and approval of the Contracting Officer.

1.3.2 Inspection Hours

The contract requires that certain tests be performed in the presence of the Contracting Officer or his representative. These tests will be scheduled between 08:30 a.m. and 03:00 p.m., Monday through Thursday, excluding Federal holidays; the Government shall be given 72 hours advance notice.

SECTION 01 14 00.00 46 Page 1

1.4 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.4.1 Procedure for Determination

This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the contract clause entitled "Default (Fixed Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.4.1.1 Schedule of Anticipated Adverse Weather Days

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

4 4 4 3 2 2 2 1 2 3 4 4

1.4.1.2 Reporting Adverse Weather Delays

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled workday. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (b), above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the contract clause entitled "Default (Fixed Price Construction)".

SECTION 01 14 00.00 46 Page 2

1.5 BASE REGULATIONS

The Contractor shall conform to all base regulations and directives pertaining to security, safety, debris removal, fire, traffic and personnel clearances, insofar as they pertain to the Contractor's activities on Little Rock Air Force Base. Contractor shall ensure conformance by all of his employees. Security requirements are subject to change. The Contractor can expect to be questioned and to present identification proof each time accessing the base. Entry to the Base under elevated security levels is limited to the main entrance for contractors. Entry may take as much as 30 minutes or more. The Contractor shall have a representative available on Base to receive all materials and equipment arriving on Base.

The Contractor shall coordinate with Little Rock Air Force Base for security requirements. The Contractor shall directly escort deliveries.

Delivery of concrete shall be closely coordinated to assure adequate inspectors and escorts are available.

1.6 MATERIAL SHIPMENTS

The Government will not receive material shipments for construction projects and the Contractor shall not ship materials to himself addressed in care of Base Civil Engineer, Squadron or the Base Contracting Office.

Receiving and storage of all construction shipments is entirely the responsibility of the Contractor. Shipments shall be addressed to the Contractor who shall be responsible for their receipt, unloading, handling, and storage at the site. Government will not accept deliveries on behalf of the Contractor or his subcontractors or assume responsibility for security of materials, equipment, or supplies delivered to the site.

Contractor shall protect and preserve materials, supplies, and equipment of every description (including property which may be Government furnished or owned) and work performed.

1.7 UTILITIES

Existing electrical service to the facilities shall be maintained until new electrical service is in place and ready for operation. Utility interruptions will be approved by the Contracting Officer. The Contractor shall submit an installation plan /schedule outage plan for all utility outages 30 days after notice to proceed. This plan will be reviewed by the Contracting Officer. The plan must be approved prior to implementing any work. The Contractor shall submit to the Contracting Officer a written request for such work at least two (2) weeks prior to the desired date.

Telecommunication lines impacted by the construction and related work must be phased to ensure continuous service. Electrical, water, sewer, and gas systems shall not be interrupted without prior approval of the COR. Any utility road crossings will be accomplished by boring under the road by the Contractor.

1.7.1 Excavation Permits

A properly completed AF Form 103, Base Civil Engineering Work Clearance Request, will be obtained by the Contractor prior to his performing any excavation. A separate AF Form 103 is required for each excavation to be accomplished. Submit a request for AF Form 103 a minimum of 14 calendar days and a maximum of 28 days prior to desired start of excavation. The Contractor shall allow 14 calendar days for processing. Each request shall be in writing and designate the location of the proposed excavation and the scheduled date. The completed AF Form 103 will contain information for locating existing utilities and telephone lines. The Contractor will keep

SECTION 01 14 00.00 46 Page 3 the AF Form 103 at the excavation site and will comply with instructions for hand excavation and with other methods of safeguarding the buried utilities. In addition to the requirement to obtain a construction permit and prior to any excavation, the Contractor shall perform a pipe/cable location survey using a variety of modern locating equipment suitable for locating various types of pipe and cable. The Contractor shall use a signal generating locator such as a Goldak Gold Digger 4400 for metallic pipe and cable. For non-metallic pipe use a vibration generator such as a Fuji Tecom PL-130 or an RD-500. For non-metallic sewer pipe use a snake with attached generator. The Contractor shall mark all locations on the ground. The Contractor shall submit a sketch showing the found locations of utilities to the Contracting Officer for approval prior to beginning excavation. The Contracting Officer will provide available information as to the existence and location of known utilities with the approved construction permit. The Contractor shall be responsible for repairing damage to utilities, whether known or unknown, due to any failure on his part to form a rigorous survey, and at no additional cost to the Government.

1.7.1.1 Excavation Adjacent to Underground Utilies

Digging within three feet of underground communication or electrical power cables shall be performed by hand until the cable is exposed. The base Civil Engineer shall be notified 14 days prior to hand excavation. A base utilities representative will mark underground cable locations prior to excavation. Once the cable is exposed, mechanical excavation may be used if there is no chance of damaging the cable. Marking of utilities by the Base or its representatives does not relieve the Contractor of the responsibility to perform its own rigorous survey or repair at no additional cost to the government damage caused to existing utilities.

1.7.2 STREET CLOSURES AND TRAFFIC SAFETY

Street closures for utility line crossings will not be permitted. Any street crossing shall use trenchless technologies.

1.7.3 Utility Outage Requests and Utility Connection Requests

The Contractor shall obtain written permission or approval from the Contracting Officer for any utility outage. The outage request shall be submitted by the Contractor in accordance with the following paragraphs and shall indicate the proposed work and length of outage. Utility outages and connections required during the execution of the work that affect existing systems shall be arranged for at the convenience of the Government and shall be scheduled outside the regular working hours or on weekends. Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours.

1.7.3.1 Postponement of Outages

The Government reserves the right to postpone for 7 days, any scheduled outages. There shall be no outages when the outside temperature is expected to be below 35 degrees F.

1.7.3.2 Turning Utilities On and Off

Government personnel shall perform all shutting off and turning on of valves and switches necessary to accomplish scheduled outage.

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1.7.4 Water, Sewer, and Gas

Water outages will be performed by Base Civil Engineering. At least two (2) weeks written advance notice is required prior to shutting off water, sewer, or gas utilities. A service outage shall not exceed 4 hours unless otherwise approved by the Contracting Officer. Tapping of utilities without outages shall be accomplished where possible, and shall be in requirements governing Little Rock AFB.

1.7.5 Electrical

At least two (2) weeks written advance notice is required prior to shutting off electrical utilities. Electrical primary power outages will be performed by Entergy. The outage shall not exceed 4 hours. "Hot" line work will not be allowed.

1.7.6 Telecommunications

The Contractor shall not disturb communication wiring to facilities. Where such facilities require removal of communication equipment and wiring to accomplish the work involved, the Contractor shall notify the Contracting Officer at least five (5) work days in advance of the requirement, for scheduling such removals by the Government. The Contractor shall allow for the accomplishment of such removals by the telephone company or communications personnel for the systems they service. If construction activities damage any communication equipment or wiring, the Contractor shall restore services as soon as possible, but no later than 24-hours, and at no cost to the Government.

1.8 COMPLIANCE WITH ARKANSAS DEPARTMENT OF HEALTH

All work performed under this contract shall conform to the requirements of the Arkansas Department of Health. The Contractor shall submit a plumbing system plan for approval to the Arkansas Department of Health. The Contractor shall pay all fees required to obtain plumbing permit.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 15 10.10 46

AT/OPSEC SITE SECURITY REQUIREMENTS

02/14

PART 1 GENERAL

1.1 General Overview

a) The security provisions of this contract and/or applicable task order apply to all Contractor and Subcontractor Employees (CSEs) physically working on federally controlled property or requiring access to a Department of Defense (DoD) network.

b) The requirements in this specification shall be in addition to requirements specific to Little Rock Air Force Base (LRAFB) installation requirements. Level (1), Table (a) Security Requirements Required. Refer to 01 14 00.00 46 46 WORK RESTRICTIONS for LRAFB Installation specific requirements.

c) Prime Contractors (PCs) are responsible for subcontractor compliance with the security provisions of this contract and shall coordinate all security requirements on the behalf of the subcontractors and their employees.

d) PCs will submit to the Southwestern Little Rock District Security Office (SWL-DSO) within 5 business days of the contract award personnel qualifications for the primary and alternate security Points of Contacts (POC) for this contract. This notification will be in the form of an email sent to m4xslceswlcontracts@usace.army.mil with the following information for each individual:

Full Name:

Email Address:

Work Phone:

Work Cell:

Time Zone of their work location:

NOTE: Only primary and alternate security POCs are authorized to contact the SWL-DSO to inquire about a contract employee.

e) PCs security POCs shall submit the appropriate security investigation package for EACH CSE based on the Security Level listed above.

f) The SWL-DSO reserves the right to upgrade the security level background check/investigation requirement of any contract and/or applicable task order; this includes upgrading the investigation standards for specific CSEs. If required, badges will be issued to all cleared personnel and are to be worn at all times while working on U.S. Army Corps of Engineers (USACE) property. Any CSE working on USACE property without the proper identification badge will be escorted off site.

NOTE: Proposed foreign contractors seeking to work on a USACE contract must be cleared through the Department of State prior to having site access. To obtain approval, each individual must complete and submit the appropriate documents for processing. The required procedure takes

SECTION 01 15 10.10 46 Page 1 approximately 45 business days to process once all documentation is completed properly and submitted.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Security Investigation Package ; G

SD-07 Certificates

Personnel Qualifications ; G

1.3 Security Investigation Package Requirements for each CSE

1.3.1 Security Level One

Security Level One requirements are listed below. Processing time is approximately five business days.

(1) SWL form 487 dated 2016, Contractor Required Information Form.

(2) A copy of the CSE's driver's license or government issued identification card.

(3) A copy of the CSE's proof of citizenship document or proof of authorization to work in the United States. Acceptable documents are:

(a) U.S. Birth Certificate

(b) U.S. Passport

(c) U.S. Certificate of Citizenship-INS

(d) U.S. Certification of Naturalization

(e) FS-545, Certificate of Birth Abroad

(f) U.S. Certificate of Report of Birth

(g) U.S. Consular Report of Birth Abroad

(h) Workers visa

(i) Permanent Resident card

(4) One (1) digital passport-styled photo to be used for the USACE badge. Photos will be transmitted to the Security Office by means of CD or Email m4xslceswlcontracts@usace.army.mil. Each digital photo shall be stored in a file labeled by the name of the CSE. If transmitted through email, the subject line of the email must be the name of individual pictured. Photo requirements are as follows:

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(a) In color.

(b) Taken within the last six months to reflect your current appearance.

(c) Taken in front a plain white or off-white background.

(d) Taken in full face viewed directly facing the camera.

(e) Taken with a neutral expression (preferred) or a natural smile, and with both eyes open.

(f) No hats or sunglasses are authorized in this photo; face must be clearly displayed with no distracters.

(5) PCs must ensure each CSE is prescreened using the E-Verify program to meet the established employment eligibility requirements. The PC must ensure that the applicant has two valid forms of government issued identification, in order to ensure the correct information is entered in to the E-verify system. The CSE will provide the SWL-DSO with a list of verified employees to include their registration number from E-Verify. This list will be transmitted or mailed in the package along with the other required documents for CSEs. The E-Verify system can be located at the following URL (http://www.dhs.gov/e-verify).

(6) PCs must train each CSE on the iWatch/core watch suspicious activity reporting requirements (see paragraph 5).

1.3.2 Security Level Two

Security Level Two Requirements are listed below. Processing time is approximately 6 months once all documents are submitted electronically and accepted by the Personnel Security Investigation-Center of Excellence (PSI-COE) via the Personnel Security Investigation Portal (PSIP). Work Authorization/Site Access shall be denied until this background investigation is completed and favorably adjudicated. Automatic disqualifying factors that apply to all contractors being vetted at this level can be found in Table A.

(1) All requirements of the Security Level One package apply.

(2) Optional Form (OF) 306, Declaration for Federal Employment. This form shall be affixed with original date and signature; signature must be hand written-electronic signatures will not be accepted. The OF-306 can be found at the following web site:

http://www.opm.gov/forms/pdf_fill/of306.pdf.

(3) Fingerprint: Must be captured on an FD-258 electronically at an approved government site or manually (hard-copy) by a law enforcement or designated government security official.

(a) Hard-copy fingerprint submission can be captured by a law enforcement official local to the individual. CSE's shall ensure that fingerprints are captured on a true/original FD-258 fingerprint card.

No other form will be accepted. Card may be mailed through USPS to:

U.S. Army Corps of Engineers, P.O. Box 867, Attn: Security, Little Rock, AR 72201. Use of the commercial delivery service such as Federal Express or UPS shall use following address: US Army Corps of

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Engineers, Attn: Security Office, Suite 6116, Little Rock, AR, 72201.

(b) CSEs can request to be fingerprinted electronically at the SWL-DSO. If this option is chosen, the individual must contact the SWL-DSO to schedule an appointment. Electronic fingerprinting is the quickest way to receive the results.

(c) CSE will have a background investigation requested by the SWL-DSO. The CSE will receive an email from PSI-COE with a link to complete the SF 85 online through e-QIP. It is the CSE's responsibility to read each email thoroughly and complete all tasks given by PSI-COE to ensure the investigation will not be terminated.

The CSE will receive an information email stating no further documentation or revisions are required. See Standard Form (SF) 85 for required data input information at http://www.opm.gov/forms/pdf_fill/sf85.pdf. This is to be used as a guide (only) when completing the online equivalent and submitting direct to OPM.

1.3.3 Security Level Three

Security Level Three Requirements are listed below. Processing time is approximately 9 months once all documents are submitted electronically and accepted by the Personnel Security Investigation - Center of Excellence (PSI-COE) via the Personnel Security Investigation Portal (PSIP). Work Authorization/Site Access shall be denied until this background investigation is complete and favorably adjudicated. Automatic disqualifying factors that apply to all contractors being vetted at this level can be found in Table A.

(1) All requirements of the Security Level One and Two packages apply except the SF 85 is replaced with the SF 86. See Standard Form (SF) 86 for required data input information at http://www.opm.gov/forms/pdf_fill/sf86.pdf.

1.3.4 Multi-Level Security

Multi-Level Security requires the use of "escorts", which shall be provided by the contractor. Processin time varies. Escorts are contractor employees who have met Security Level Two requirements (this takes approximately 6 months once all documents are submitted. Refer to section

1.3.2. Escorts will be provided at a 5:1 ratio, this means for every five contractor employees there will be one approved escort that is to remain within close proximity to those they are escorting at all times. All employees that will not be designated as escorts shall meet Security Level One, Table A requirements (this takes approximately 5 business days. Refer to section 1.3.1.

1.4 Personnel Security Investigation Package Transmission

Mailing Address:

USACE SWL

Attn: Security Office 700 West Capitol Ave (room 6116) P.O. Box 867 Little Rock, AR 72201

(a) If mailed- the investigation package will be transmitted in a sealed

SECTION 01 15 10.10 46 Page 4 envelope together with a transmittal letter attached to the outside of the envelope for each applicant with the following information:

(1) Contract Number and Title

(2) Contracting Officer's representative name, office number, and cellular number

(3) CSE's full name and contact information

(4) PC name, address, and telephone number

(b) Investigation packages can be faxed to (501) 324-5471. Faxed packages must have coversheet with contract information. Documents that contain personally identifiable information (such as social security number) must have coversheet stating "Page contains PII follows".

(c) Email transmission- email packages to 19fs.s52.19sfcvisitor center@us.af.mil Documents must be password protected if they contain personally identifiable information (such as social security number). Passwords to documents must be sent in separate email.

(d) Investigation packages will be submitted to the SWL-DSO for processing and adjudication. Incomplete forms, illegible forms, etc., will be returned for correction and/ or completion and can delay the CSE from beginning work. The SWL-DSO address can be found in paragraph 1.3.2-3(a) of this specification.

(e) Any change in personnel (whether an addition or replacement) at any time throughout the duration of the contract, will require the new personnel or replacement personnel to be vetted and approved by the SWL-DSO, in accordance with the requirements contained herein, prior to being granted Work Authorization/Site Access to any USACE property.

1.5 Onsite Access Approval

The CSE is responsible for contacting either the COR or the SWL Security Office, prior to the first day of work, to receive a list of approved individuals to be onsite, and their badges for identification purposes while onsite. All individuals on USACE property are required to wear identification badge. CSEs must be aware that COR representatives, project office personnel, and/or Security Office personnel can and will conduct identification checks on all persons onsite at USACE property. Any person found onsite without proper identification will be escorted offsite.

1.6 IWATCH/ Corps Watch Suspicious Activity Reporting…