W9128F-20-R-0056-Vol-2-Technical-Specs.pdf

SPECIFICATIONS

(For Construction)

SOLICITATION NO. W9128F-20-R-0056

HYDRANT FUEL SYSTEM REPLACEMENT

DESC1913

Ellsworth Air Force Base, South Dakota

JUNE 2020

VOLUME 2 OF 2 - TECHNICAL SPECIFIATIONS

DEFENSE LOGISTICS AGENCY PROJECT

IN PARTNERSHIP WITH

U.S. ARMY CORPS OF ENGINEERS

AND THE UNITED STATES AIR FORCE

This page was intentionally left blank for duplex printing.

00 10 00 – Page 1

SPECIFICATIONS FOR CONSTRUCTION OF

HYDRANT FUEL SYSTEM REPLACEMENT DESC1913

ELLSWORTH AFB, SOUTH DAKOTA

PROJECT TABLE OF CONTENTS

VOLUME 2 OF 2 - TECHNICAL SPECIFICATIONS (DIVISIONS 01 – 41)

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SEE VOLUME 1 OF 2 FOR DIVISION 00 SECTIONS

00 01 10 PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 30 00.24 OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

AF103 BASE CIVIL ENGINEER WORK CLEARANCE REQUEST (AF FORM 103)

Draft DD1354 TRANSFER AND ACCEPTANCE OF DOD REAL PROPERTY

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

E4025 ENGINEERING FORM E-4025 TRANSMITTAL FORM

REGISTER SUBMITTAL REGISTER

01 33 29 SUSTAINABILITY REPORTING

01 33 29AT AIR FORCE SUSTAINABILITY SCORE SHEET

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 53.01 24 ELLSWORTH AFB SECURITY REQUIREMENTS

01 41 26.01 24 (SOUTH DAKOTA) NPDES PERMIT REQUIREMENTS FOR STORM WATER

DISCHARGES FROM CONSTRUCTION SITES

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 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 23.33 OPERATION AND MAINTENANCE MANUALS FOR AVIATION FUEL SYSTEMS

01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT INFORMATION

(eOMSI)

01 78 36.00 24 WARRANTY OF CONSTRUCTION

01 78 39.00 24 AS-BUILT DRAWINGS

01 78 39.00 24AT MODIFICATIONS AND TITLE BLOCK EXAMPLES

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

00 10 00 – Page 2

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 40 00 COLD-FORMED METAL FRAMING

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

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD AND BLOCK INSULATION

07 22 00 ROOF AND DECK INSULATION

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

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

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 51 13 ALUMINUM WINDOWS

08 51 23 STEEL WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

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

DIVISION 10 - SPECIALTIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

00 10 00 – Page 3

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

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

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

23 82 46.00 40 ELECTRIC UNIT HEATERS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 12 19.10 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 LOW-VOLTAGE SWITCHGEAR

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 32 15.00 10 DIESEL-GENERATOR SET STATIONARY 100-2500 KW, WITH AUXILIARIES

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 17.00 10 CATHODIC PROTECTION SYSTEM (IMPRESSED CURRENT)

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 62 16.21 HELICAL PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS

32 11 20 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

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

32 13 13.03 CONCRETE PAVEMENT

32 13 15.20 CONCRETE PAVEMENT FOR CONTAINMENT DIKES

32 15 00 AGGREGATE SURFACING

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 32 23 SEGMENTAL CONCRETE BLOCK RETAINING WALL

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 01 50.60 CLEANING OF PETROLEUM STORAGE TANKS

33 08 53 AVIATION FUEL DISTRIBUTION SYSTEM START-UP

33 08 53AT1 ATTACHMENT 1 - EQUIPMENT TESTS

33 08 53AT2 ATTACHMENT 2 - PERFORMANCE TESTING

00 10 00 – Page 4

33 09 53 AVIATION FUEL PUMP CONTROL AND ANNUNCIATION SYSTEM

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE 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 56 21.18 SINGLE WALL POL TANK UNDERTANK INTERSTITIAL SPACE

33 58 00 LEAK DETECTION FOR FUELING SYSTEMS

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.17 BRIDGE CRANES, OVERHEAD HAND OPERATED, UNDER RUNNING

-- End of Project Table of Contents --

Hydrant Fuel System Replacement, Ellsworth AFB, SD EL84

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

07/19

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.4 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR

PAYROLLS

1.5 COMPLETION OF WORK

1.6 CONTRACTOR PERFORMANCE EVALUATIONS

1.7 MANPOWER REPORTING

1.8 LIQUIDATED DAMAGES-CONSTRUCTION

1.9 EXCEPTION TO COMPLETION TIME AND LIQUIDATED DAMAGES

1.10 SITE MAINTENANCE

1.11 ORDER OF WORK

1.12 MISSION DELAY DAYS

1.13 ELLSWORTH AIR SHOW/OPEN HOUSE

1.14 CONTRACT DRAWINGS AND SPECIFICATIONS

1.14.1 SETS FURNISHED

1.14.2 DISTRIBUTION

1.14.3 NOTIFICATION OF DISCREPANCIES

1.14.4 OMISSIONS

1.15 SUBMITTALS

1.16 CONCURRENT CONSTRUCTION

1.17 PAYMENT

1.17.1 PROMPT PAYMENT ACT

1.17.2 PAYMENT FOR MATERIALS DELIVERED OFFSITE

1.18 AVAILABILITY OF UTILITY SERVICES

1.19 UTILITY SERVICE INTERRUPTIONS

1.20 BASE CIVIL ENGINEER WORK CLEARANCE REQUEST (AF FORM 103), DIGGING

1.21 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.22 INSURANCE REQUIRED

1.23 SECURITY REQUIREMENTS

1.23.1 Contractor's Employee Identification

1.23.2 Entry Requirements

1.24 CONTRACTOR QUALITY CONTROL (CQC)

1.25 NONDOMESTIC CONSTRUCTION MATERIALS

1.26 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

1.27 AS-BUILT DRAWINGS

1.28 SIGN

1.29 EQUIPMENT ROOM DRAWINGS

1.30 CONTRACTOR FURNISHED EQUIPMENT DATA

1.31 ACCOMMODATIONS FOR GOVERNMENT INSPECTORS

1.32 PARTNERING

SECTION 01 30 00.24 Page 1

1.33 PROFIT

1.34 LABOR CONDITIONS APPLICABLE TO TEMPORARY FACILITIES

1.35 DRAWING SCALES

1.36 WAGE RATE APPLICATION

1.36.1 Building Schedule

1.36.2 Heavy and Highway Schedule

1.37 FEDERAL HOLIDAYS

1.38 BASE HOURS

1.39 UPKEEP OF ROADWAYS WITHIN A MILITARY INSTALLATION

1.40 REAL PROPERTY RECORD

1.40.1 Interim DD FORM 1354

1.40.2 Completed DD FORM 1354

PART 2 NOT USED

PART 3 NOT USED

ATTACHMENTS:

Base Civil Engineer Work Clearance Request (AF Form 103)

Draft DD FORM 1354

-- End of Section Table of Contents --

SECTION 01 30 00.24 Page 2

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

07/19

PART 1 GENERAL

Attachments:

Base Civil Engineer Work Clearance Request (AF Form 103) Draft DD1354 - Transfer and Acceptance of DoD Real Property

1.1 REFERENCES

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

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-300-08 (2009, with Change 2, 2011) Criteria for Transfer and Acceptance of DoD Real Property

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The project includes: an enclosed DoD Type III hydrant fueling pumphouse with control room, two above ground 10,000 barrel fuel operating storage tanks with containment and the infrastructure for the Automatic Tank Gauging Equipment, filter building, distribution piping to existing loop, a new product recovery tank, extension of a fuel transfer line and associated site work.

1.2.2 Location

The work is located at Ellsworth AFB, South Dakota. The exact location is shown on the drawings.

1.3 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

In accordance with FAR 31.105(d)(2)(i)(b), for the predetermined schedule of construction equipment use rates, use Engineer Pamphlet (EP) 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule, Region IV.

Copies of each regional schedule may be obtained through the following internet site:

https://www.publications.usace.army.mil/USACE-Publications/Engineer-Pamphlets/ on pages 10 and 11 of 13. .

SECTION 01 30 00.24 Page 3

1.4 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR PAYROLLS

a. The Contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Wage Rate Requirements statute.

b.The Contractor is responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the Contractor to comply with the Wage Rate Requirements statute. When the Contractor uses an electronic payroll system, use the electronic payroll service used by the Contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract. The electronic payroll service must be capable of preserving these payrolls and related basic records for the required three years after contract completion. The Contractor must obtain and provide electronic system access to the Government, as required to comply with the Wage Rate Requirements over the duration of the construction contract.

(c) The Contractor's provision and use of an electronic payroll processing system must meet the following basic functional criteria:

(1) commercially available;

(2) compliant with appropriate Wage Rate Requirements statute payroll provisions in the FAR;

(3) able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract;

(4) capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records for export into an Excel spreadsheet to be imported into the contractor's mode of Resident Management System 3.0;

(5) demonstrated security of data and data entry rights;

(6) ability to produce Contractor-certified electronic versions of weekly payroll data;

(7) ability to identify erroneous entries and track the data/time of all versions of the certified Wage Rate Requirements statute payrolls submitted to the government over the life of the contract;

(8) capable of generating a durable record copy in a Compact Disc (CD) or Digital Versatile Disc (DVD) and Portable Document Format (PDF) file record of data from the system database at the end of the contract closeout. This durable record copy of data from the electronic payroll processing system must be provided to the Government during contract closeout.

d. All Contractor-incurred costs related to the Contractor's provision and use of an electronic payroll processing service must be included in the Contractor's price for the overall work under the contract. The costs for compliance with the Wage Rate Requirements statute by using electronic payroll processing services must not be a separately bid or reimbursed item under this contract.

SECTION 01 30 00.24 Page 4

1.5 COMPLETION OF WORK

See Section 00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT

REQUIREMENTS), FAR 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF

WORK (APR 1984).

1.6 CONTRACTOR PERFORMANCE EVALUATIONS

Federal Acquisition Regulation (FAR) Subpart 36.201(Evaluation of Contractor Performance) requires evaluation of the construction contractor's performance throughout the contract period of performance. The United States Army Corps of Engineers (USACE) follows the procedures outlined in Engineering and Construction Bulletin 2014-13 to fulfill this FAR requirement. For construction contracts valued at or above $700,000.00, including all modifications, the USACE will evaluate Contractor's performance using the web-based Contractors Performance Assessment Reporting System (CPARS). After the USACE drafts an evaluation (interim or final), the Contractor will have the opportunity to access, review, comment and either concur or non-concur with the evaluation in the CPARS system for a period of 60 days. Access to the CPARS system requires either specific software called PKI certification (recommended method) or a username and password. The PKI certification is a Department of Defense recommendation and to provide security in electronic transactions. The certification software could cost approximately $110 - $125 per certificate per year and may be purchased from an External Certificate Authorities (ECA) vendor.

Current information about the PKI certification process and contacting vendors can be found on the web site: https://www.cpars.gov.

1.7 MANPOWER REPORTING

Contractors may direct technical questions to the "Send an Email" link at website or email contractormanpower@hqda.army.mil for current information on CMRA. Information regarding changes to the reporting process, when data should be entered, general policy information, how data is protected, and how to enter certain data can be found under the Frequently Asked Questions (FAQ) section at the CMRA website. Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year, beginning with 2013.

The Office of the Assistant Secretary of the Army (Manpower & Reserve Affairs) operates and maintains a secure Army data collection site where the contractor will report ALL contractor manpower (including subcontractor manpower) required for performance of this contract. The contractor is required to completely fill in all the information in the format using the following web address: https://ecmra.mil (https://cmra.army.mil). The required information includes: (1) Contracting Office, Contracting Officer, Contracting Officer's Technical Representative; (2) Contract number, including task and delivery order number; (3) Beginning and end dates covered by reporting period; (4) Contractor name, address, phone number, e-mail address, identity of contractor employee entering data; (5) Estimated direct labor hours (including sub-contractor); (6) Estimated direct labor dollars paid this reporting period (including sub-contractor);

(7) Total payments (including subcontractor); (8) Predominant Federal Service Code(FSC) reflecting services provided by contractor (and separate predominant FSC for each sub-contractor if different); (9) Estimated data

SECTION 01 30 00.24 Page 5 collection cost; (10) Organizational title associated with the Unit Identification Code (UIC) for the Army Requiring Activity (the Army Requiring Activity is responsible for providing the contractor with its UIC for the purposes of reporting this information; (11) Locations where contractor and sub-contractors perform the work (specified by zip code in the United States and nearest City, Country, when in an overseas location, using standardized nomenclature provided on website); (12) Presence of deployment or contingency contract language; and, (13) Number of contractor and sub-contractor employees deployed in theater this reporting period (by country). As part of its submission, the contractor will also provide the estimated total cost (if any) incurred to comply with this reporting requirement. Reporting period will be the period of performance not to exceed 12 months ending September 30 of each government fiscal year and must be reported by 31 October of each calendar year. "*

*Note: Information from the secure web site is considered to be proprietary in nature when the contract number and contractor identity are associated with the direct labor hours and direct labor dollars. At no time will any data be released to the public with the contractor name and contract number associated with the data. For internal Army analysis, the reports and queries from the database shall not contain proprietary data.

1.8 LIQUIDATED DAMAGES-CONSTRUCTION

See Section 00 70 00 CONDITIONS OF CONTRACT (CONTRACT CLAUSES), FAR

52.211-12 LIQUIDATED DAMAGES-CONSTRUCTION (SEPT 2000).

1.9 EXCEPTION TO COMPLETION TIME AND LIQUIDATED DAMAGES

In case the Contracting Officer determines that seeding, and/or the specified maintenance thereof is not feasible during the construction period, such work will be exempt from the completion time and liquidated damages. Accomplish this work during the first seeding period and the specified maintenance period following the completion date.

1.10 SITE MAINTENANCE

Keep the construction site cleaned daily of all construction trash, trash generated by employees, debris, and/or demolished building materials. Grass and weed growth in excavated materials that are stockpiled on site shall be controlled and/or cut weekly. Weeds and grass within the construction site must also be controlled and/or cut weekly. For the duration of the project and on a daily basis, Remove remove from all base roads and/or streets mud, soil, rocks, trash and debris that result from his/her construction operation on base. All roads and/or streets affected shall be cleaned before close of business on the particular day affected.

Contractor or Contractor’s employees, including subcontractors, must not park any personally owned vehicles (POVs) or company and/or delivery vehicles on grassy areas near or in the construction site without prior approval from the COR, or designated representative. When allowed, parking on grassy areas will only be for short-term delivery purposes (to include heavy tools, equipment, construction materials, etc.). Use designated hard surfaces or existing parking lots near or within the project site for parking of POVs or company and/or delivery vehicles. Permission to park on grassy areas does not relieve the contractor of the responsibility to restore affected areas to original condition. Tire and track impressions (ruts) created on wet or soft soil by vehicles and/or equipment used in the Contractor’s operation shall be repaired. Restore the affected area(s) to

SECTION 01 30 00.24 Page 6 its original condition within a timely manner. Final payment will not be made until all repairs have been completed to satisfaction of the Contracting Officer.

1.11 ORDER OF WORK

See drawings for phasing of work for airfield areas. During construction existing abutting airfield pavement areas will remain operational.

1.12 MISSION DELAY DAYS

The Contractor shall anticipate a work delay of up to twelve (12) days during the contract period due to Using Service operations. The Contractor will be notified one week in advance of these interruptions. This time is included in the overall completion time stated.

1.13 ELLSWORTH AIR SHOW/OPEN HOUSE

There is no air show and open house scheduled during construction.

1.14 CONTRACT DRAWINGS AND SPECIFICATIONS

1.14.1 SETS FURNISHED

Utilize the bid drawings and specifications as amended in the performance of the work until electronic copy containing the conformed specifications and contract drawings (i.e., bid drawings that have been posted with all amendment changes) are sent electronically to the Contractor. Conform to the contract drawings, set out in the drawing index, all of which form a part of these specifications. Conform to any standard details bound or referenced herein.

1.14.2 DISTRIBUTION

the Government will provide the Contractor with a CD-ROM or DVD-ROM or sent electronically containing Adobe .pdf and editable CAD file drawings (format defined in Section 01 78 39.00 24 AS-BUILT DRAWINGS)). Prepare as-built drawings as defined in Section 01 78 39.00 24 AS-BUILT DRAWINGS.

1.14.3 NOTIFICATION OF DISCREPANCIES

Check all CD-ROM or DVD-ROM or electronically sent drawing files furnished to the Contractor immediately upon their receipt and shall promptly notify the Contracting Officer of any discrepancies. Follow dimensions marked on drawings in lieu of scale measurements. Enlarged plans and details govern where the same work is shown at smaller scales. All scales shown are based on a standard drawing size of 22" x 34". If any other size drawings are furnished or plotted adjust the scales accordingly. Advise sub-contractors of the above. The Contractor is required to compare all drawings and verify the figures before laying out the work and is responsible for any errors which might have been avoided thereby.

1.14.4 OMISSIONS

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, does not relieve the Contractor from performing such omitted or misdescribed details of the work but they are to be performed as if fully and correctly

SECTION 01 30 00.24 Page 7 set forth and described in the drawings and specifications.

1.15 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-02 Shop Drawings

Equipment Room Drawings; G-RO.

1.16 CONCURRENT CONSTRUCTION

Construction work closely related to and/or located at the site of the work under a concurrent contract, may be in progress simultaneously with work under this contract. Cooperate with others as necessary in the interest of timely completion of all work. In the event of interference, notify the Contracting Officer immediately for resolution and the CO decision is considered final.

1.17 PAYMENT

1.17.1 PROMPT PAYMENT ACT

Pay requests authorized in CONDITIONS OF CONTRACT (CONTRACT CLAUSES) clause: "Payments Under Fixed-Price Construction Contracts", will be paid pursuant to the clause, "Prompt Payment for Construction Contracts". Pay requests will be submitted on ENG Form 93 and 93a, "Payment Estimate-Contract Performance" and "Continuation". All information and substantiation required by the identified contract clauses will be submitted with the ENG Form 93, and the required certification will be included on the last page of the ENG Form 93a, signed by an authorized contractor official and dated when signed. The designated billing office is the Office of the Area Engineer.

1.17.2 PAYMENT FOR MATERIALS DELIVERED OFFSITE

a) Pursuant to Federal Acquisition Regulation (FAR) 52.232-5, Payments Under Fixed-Price Construction Contracts, materials delivered to the contractor at locations other than the site of the work may be taken into consideration in making payments if included in payment estimates and if all the conditions of the General Provisions are fulfilled. Payment for items delivered to locations other than the work site is limited to:

(1) Materials required by the technical provisions; or

(2) Materials that have been fabricated to the point where they are identifiable to an item of work required under this contract; or

(3) Items specifically listed below.

(b) Payment for materials delivered off-site must be made only after receipt of paid invoices listing the value of material and labor incorporated in the items along with a canceled check showing the prime contractor's title to the items delivered off site. Payment for materials

SECTION 01 30 00.24 Page 8 delivered off-site shall be limited to the following items: i.e. petroleum products.

1.18 AVAILABILITY OF UTILITY SERVICES

All reasonably required amounts of domestic water and electricity will be made available to the Contractor by the Government from existing system outlets and supplies. At the Contractor's own expense, make all temporary connections and install distribution lines. Furnish to the Contracting Officer a complete system layout drawing showing type of materials to be used and method of installation for all temporary electrical systems. Make arrangements with the Using Service, through the Contracting Officer, as to the method of determining the amount of water and electricity to be used by him and the method of payment therefore. Maintain all temporary lines in a workmanlike manner satisfactory to the Contracting Officer and shall be removed by the Contractor in like manner prior to final acceptance of the construction. Normal quantities of electricity and water used to make final tests of completely installed systems will be furnished by the Government.

1.19 UTILITY SERVICE INTERRUPTIONS

Submit written notification not less than 15 calendar days in advance of each interruption of each utility and communication service to or within existing buildings and facilities being used by others. No single outage will exceed 4 hours unless approved in writing. The time and duration of all outages will be coordinated and approved with the Using Agency by the Contracting Officer.

1.20 BASE CIVIL ENGINEER WORK CLEARANCE REQUEST (AF FORM 103), DIGGING

The Contractor is responsible for coordinating a government supplied, Base Civil Engineer Work Clearance Request (AF Form 103) prior to performing digging of any type, including runway sawing and demolition. Process the digging permit by coordinating with and obtaining signatures from responsible representatives of the organizations listed on the AF Form 103 prior to obtaining final approval from the Air Force Base Civil Engineer or his approved representative. The area requested for clearance for each individual permit is limited to a maximum of two (2) weeks production for an individual permit. The Contractor will be given assistance, by the Government, in the execution of the initial two (2) Work Clearance Requests. Thereafter, Government assistance will be limited to an as-needed basis in the event of unusual circumstances. It is the the contractor's responsibility to coordinate completion of the necessary AF Form 103 and arrange to have existing utilities located as indicated on the completed form, prior to the beginning of digging operations, runway sawing or demolition in the individual areas. This coordination is anticipated to take approximately three (3) working days to complete per request, and may require coordination with as many as twenty (20) individuals located on or near the base. A blank copy of the AF Form 103 is included at the end of this section. Any unusual delay in obtaining approval from any particular organization will be reported immediately to the Chief of Construction Management.

(a) Utility Staking Requirements: Layout layout and mark the intended utility routing before calling for field coordination by utility personnel. This must be done a minimum of five working days in advance of when digging is expected to begin. Once all responsible utility representatives have field located crossover and/or interference points

SECTION 01 30 00.24 Page 9 between the new utility route and existing utilities, and signed off on the digging permit to signify completion of the field coordination of the digging permit, then digging in the area represented by the digging permit may begin. Any utility service markers or markings established by the utility representatives must be maintained by the Contractor through completion of digging operations.

(b) Digging Operations: Digging near established interference or crossover points must be done by hand, five (5) feet either side of the point along the intended route, in order to prevent disturbing the existing utility. If the existing utility is uncovered in the new excavation, it must be protected from damage and movement while in the open excavation and during backfill. The Contractor is responsible for repairs and associated costs for repairs of any utility damaged by construction, whose location was made known to the Contractor.

1.21 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. This clause specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the CONDITIONS OF CONTRACT (CONTRACT CLAUSES) 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:

(1) 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.

(2) 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.

b. 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 9 Feb 9 Mar 8 Apr 5 May 6 Jun 5 Jul 4 Aug 3 Sep 3 Oct 3 Nov 4 Dec 10

c. Upon acknowledgment of the Notice to Proceed (NTP) and continuing

SECTION 01 30 00.24 Page 10 throughout the contract, the contractor will record on the RMS daily CQC report, any occurrence of adverse weather and resultant impact to normally scheduled work, within 24 hours of the event. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the contractor's scheduled work day. Describe in the RMS daily CQC reports the critical path item that is being affected and provide the critical path activity number(s) from the current schedule. The COR must acknowledge and accept the agreed upon occurrence of each adverse weather delay in RMS for the delays to be considered as adverse weather delays.

At the end of each month, identify the number of actual adverse weather delay days that includes days impacted by actual adverse weather (even if adverse weather occurred in previous month), calculated chronologically from the first to the last day of each month, and 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 CONDITIONS OF CONTRACT (CONTRACT CLAUSES) clause entitled "Default (Fixed Price Construction)". (ER 415-1-15)

1.22 INSURANCE REQUIRED

In accordance with CONDITIONS OF CONTRACT (CONTRACT CLAUSES) clause:

"Insurance Work on a Government Installation," procure the following minimum insurance:

Type Amount

Workmen's Compensation and Employer's Liability Insurance $100,000

General Liability Insurance $500,000 per occurrence

Automobile Liability Insurance Bodily injury $200,000 per person and $500,000 per occurrence Property damage $ 20,000 per occurrence

(Coverages per FAR 28.307-2)

1.23 SECURITY REQUIREMENTS

1.23.1 Contractor's Employee Identification

The Contractor is responsible for furnishing to each employee and for requiring each employee engaged on the work to display such identification as may be approved and directed by the Contracting Officer. Deliver all prescribed identification immediatelyto the Contracting Officer, for cancellation upon release of any employees. When the contract involves work in restricted security areas, only employees who are U.S. citizens will be permitted to enter. Proof of U.S. citizenship is required prior to entry. When required by the Contracting Officer, must obtain and submit fingerprints of all persons employed or to be employed on the project.

(Based on FAR 52.204-2)

1.23.2 Entry Requirements

See Section 01 35 53.01 24 ELLSWORTH AFB SECURITY REQUIREMENTS.

SECTION 01 30 00.24 Page 11

1.24 CONTRACTOR QUALITY CONTROL (CQC)

See Section 01 45 00.00 10 QUALITY CONTROL.

1.25 NONDOMESTIC CONSTRUCTION MATERIALS

The list of excepted nondomestic construction materials or their components referenced in the Buy American Construction Material Contract Clauses includes the list set forth in paragraph 25.104 of the Federal Acquisition Regulation.

1.26 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

In order to closely coordinate work under this contract, prepare a written agenda/meeting minutes and attend a weekly coordination meeting with the Contracting Officer and Using Service at which time the Contractor must submit for coordination and approval, the proposed daily work schedule for the next two week period. The Contractor shall provide a copy of modifications (MODs), Serial Letters, Requests for Information (RFIs)and any other information that is needed in the minutes of the meeting.

Required temporary utility services, time and duration of interruptions, and protection of adjoining areas must be included with the Contractor's proposed 2-week work schedule. At this meeting, also submit schedule of proposed dates and times of all preparatory inspections to be performed during the next 2 weeks. The items of work listed on the proposed 2-week schedule are to be keyed to the NAS by activity number and description for each activity anticipated to be performed during the next 2-week period.

Coordination action by the Contracting Officer relative to these schedules will be accomplished during these weekly meetings. Daily reports must be completed and given to the Contracting Officer or Representative within 24 hours of work. All official correspondence such as serial letters and RFIs, with attachments are to be provided in one hardcopy original with original signatures and one electronic (Adobe pdf format) copy by email.

The Government will consider the correspondence to be received when the copy is received by the designated office.

1.27 AS-BUILT DRAWINGS

See SECTION 01 78 39.00 24 - AS-BUILT DRAWINGS

1.28 SIGN

On commencement of work on this project, furnish and erect the temporary sign in the location selected by the Contracting Officer near the project site. Maintain the sign in good condition through the project construction period. Upon completion of the project remove the sign from the premises.

The project sign must conform to to the requirements shown on the drawings.

1.29 EQUIPMENT ROOM DRAWINGS

Prior to construction, prepare and submit room plans for all mechanical, electrical, and communication rooms or similar areas. The plans must be consolidated for all trades, be to scale, and show all pertinent structural features. In addition, other items such as doors, windows, and cabinets required for installation and which will affect the available space, will be shown. All mechanical and electrical equipment and accessories must be shown to scale in plan and elevation and/or section in their installed positions. All duct work and piping must be shown.

SECTION 01 30 00.24 Page 12

1.30 CONTRACTOR FURNISHED EQUIPMENT DATA

See Section 01 78 36.00 24 WARRANTY OF CONSTRUCTION for Contractor Furnished Equipment Data to be submitted as part of the Warranty Equipment Booklet.

1.31 ACCOMMODATIONS FOR GOVERNMENT INSPECTORS

Furnish a temporary office facility approximately 10 feet x 20 feet with a minimum of 200 square feet of floor space. It shall be located where directed and shall be reserved for Government personnel only. Drinking water facilities, adequate lighting, local commercial telephone service, air-conditioning, heating equipment, and a partition enclosed chemical toilet must be furnished and maintained by the Contractor. Furnish The office with one legal size filing cabinet with four drawers, one drafting table with stool, one plan rack, one desk, and three chairs. Used furniture, in good condition, will be acceptable. Equip entrance doors with a substantial lock. Provide janitor service, fuel for the heating facilities, electricity, telephone and water, all at no cost to the Government, except the Contractor will not be liable for Government long-distance calls. The entire facility, including furniture, will remain the property of the Contractor and be removed from the site after completion of the work.

1.32 PARTNERING

a. The Government intends to encourage the formation of a cohesive partnership with the Contractor. This partnership will be structured to draw on the strengths of each organization to identify and achieve reciprocal goals. The objective is effective contract performance in achieving completion within budget, on schedule and in accordance with plans and specifications. This partnership between the Contractor and the Government will be voluntary and its implementation will not be part of the contract requirements nor will it result in a change to contract price or terms.

b. It is anticipated that immediately after the preconstruction conference, the appropriate Contractor's key personnel and Government key personnel will attend a 2-day team building workshop. Follow-up workshops of 1 or 2 days duration may be held periodically throughout the duration of the contract as agreed to by the Contractor and the Government. Costs of the facilitator and facilities for the workshops will be shared equally by the participants.

1.33 PROFIT

a. Weighted guidelines method of determining profit must be used on any equitable adjustment change order or modification issued under this contract. Use profit factors as follows:

Factor Rate Weight Value Degree of Risk 20 See Item Relative difficulty of work 15 b. below Size of Job 15 Period of performance 15 Contractor's investment 5 Assistance by Government 5 Subcontracting 25

SECTION 01 30 00.24 Page 13

b. Based on the circumstances of each procurement action, each of the above factors mustl be weighted from .03 to .12 as indicated below. The value must be obtained by multiplying the rate by the weight. The value column when totaled indicates the fair and reasonable profit percentage under the circumstances of the particular procurement.

(1) Degree of Risk. Where the work involves no risk or the degree of risk is very small, the weighting should be .03; as the degree of risk increases, the weighting should be increased up to a maximum of .12. Lump sum items will have, generally, a higher weighted value than the unit price items for which quantities are provided. Other things to consider: the portion of the work to be done by subcontractors, nature of work, where work is to be performed, reasonableness of negotiated costs, amount of labor included in costs, and whether the negotiation is before or after performance of work.

(2) Relative Difficulty of Work. If the work is most difficult and complex, the weighting should be .12 and should be proportionately reduced to .03 on the simplest of jobs. This factor is tied in to some extent with the degree of risk. Some things to consider: the nature of the work, by whom it is to be done, where, and what is the time schedule.

(3) Size of Job. All work not in excess of $100,000 must be weighted at .12. Work estimated between $100,000 and $5,000,000 must be proportionately weighted from .12 to .05.

(4) Periods of Performance. Jobs in excess of 24 months are to be weighted at .12. Jobs of lesser duration are to be proportionately weighted to a minimum of .03 for jobs not to exceed 30 days. No weight where additional time not required.

(5) Contractor's Investment. To be weighted from .03 to .12 on the basis of below average, average, and above average. Things to consider: amount of subcontracting, mobilization payment item, Government furnished property, equipment and facilities, and expediting assistance.

(6) Assistance by Government. To be weighted from .12 to .03 on the basis of average to above average. Things to consider: use of Government-owned property, equipment and facilities, and expediting assistance.

(7) Subcontracting. To be weighted inversely proportional to the amount of subcontracting. Where 80 percent or more of the work is to be subcontracted, the weighting is to be .03 and such weighting proportionately increased to .12 where all the work is performed by the Contractor's own forces.

1.34 LABOR CONDITIONS APPLICABLE TO TEMPORARY FACILITIES

It is the position of the Department of Defense that the Davis-Bacon statutes, 40 U.S.C. 276a is applicable to temporary facilities such as job headquarters, tool yards, batch plants, borrow pits, sandpits, rock quarries, and similar operations, provided they are dedicated exclusively, or nearly so, to performance of the contract or project, and provided they are adjacent or virtually adjacent to the site of the work and are established after receipt of the proposal or bid. Clause "Payrolls and Basic Records" of the CONDITIONS OF CONTRACT (CONTRACT CLAUSES) is

SECTION 01 30 00.24 Page 14 applicable to such operations.

1.35 DRAWING SCALES

All scales shown are based on a standard drawing size of 22" x 34". If any other size drawings are furnished or plotted, the contractor shall adjust the scales accordingly. Also advise sub-contractors of the above.

1.36 WAGE RATE APPLICATION

1.36.1 Building Schedule

Applicable to all building construction and work up to 5 feet outside of the building.

1.36.2 Heavy and Highway Schedule

Applicable to all work not properly classified as building.

1.37 FEDERAL HOLIDAYS

The following Federal legal holidays are observed by this installation:

New Year's Day 1 January Martin Luther King's Birthday Third Monday in January President's Day Third Monday in February Memorial Day Last Monday in May Independence Day 4 July Labor Day First Monday in September Columbus Day Second Monday in October Veterans Day 11 November Thanksgiving Day Fourth Thursday in November Christmas Day 25 December

If a wage determination applies the number of holidays specified on it, it has priority over this requirement.

1.38 BASE HOURS

Base operation hours are 6:00 a.m. to 6:00 p.m. daily (Monday through Friday), excluding federal holidays. Access to the base during other times must be requested in writing from the Contracting Officer and will be granted only for extenuating circumstances. Federal Holidays and weekends are considered as scheduled non-workdays.

1.39 UPKEEP OF ROADWAYS WITHIN A MILITARY INSTALLATION

In addition to the requirements of CONDITIONS OF CONTRACT (CONTRACT CLAUSES) clause "Operations and Storage Areas", comply with the following requirements. All military installation roads, public roads and streets used or affected by construction operations must be kept open to traffic at all times during the construction period unless otherwise specified or directed by the Contracting Officer. Keep military installation roads and areas adjacent to the construction site free of debris including litter, waste construction material and mud which are generated by construction operations. Cleaning of roads and areas affected by construction operations must be done on a continual basis. Drainage from the roads shall not be obstructed by construction work. Repair road damage resulting from construction operations to the satisfaction of the Contracting

SECTION 01 30 00.24 Page 15

Officer at no additional cost to the Government.

1.40 REAL PROPERTY RECORD

Refer to UFC 1-300-08 for instruction on completing the DD FORM 1354.

Contact the Contracting Officer for any project specific information necessary to complete the DD FORM 1354.

1.40.1 Interim DD FORM 1354

Near the completion of Project, but a minimum of 60 days prior to final acceptance of the work, complete, update Draft DD FORM 1354 attached to this section, and submit an accounting of all installed property with Interim DD FORM 1354. Include any additional assets, improvements, and alterations from the Draft DD FORM 1354.

1.40.2 Completed DD FORM 1354

Submit the completed Checklist for DD FORM 1354. See Section 01 33 29 SUSTAINABILITY REPORTING for additional submission requirements.

PART 2 NOT USED

PART 3 NOT USED

-- End of Section --

SECTION 01 30 00.24 Page 16 a b c X Interim

9 10a 10b 11 13 14

Item Facility RPUID Category Type Sust No Number Code Code Code

1 124135 GA 840000

2 121124 SF 3750

3 121124 SF 1024

4 125554 LF 5800

5 872247 LF 800

6 871187 SY LF 65

7 851145 SY 2475

8 132133 SY 100

9 852289 SY 110

10 841161 LF 680

11 843315 EA 2

12 871183 LF 150

13 832266 LF 505

14 812225 LF 1150

15 890181 LF 1465 See Item 28

16 890269 EA 1

See Item 28

Utility Line Ducts

Item Remarks

FinalDraft

Interest Code

Fund OrgDescription

Acquisition by Construction Transfer Between Services Capital Improvement

Partial Asset Placed-In- Service

Total Asset Placed-In- Service

Inventory Adjustment

See Item 28Pipeline, Liquid Fuels a Transferred by (Typed Name and Signature)

25 a Accepted by (Typed Name and Signature)

26 Property Voucher Number

See Item 28 See Item 28

See Item 28

(YYYYMMDD)

8 Transaction Details Method (X all that apply) When/Event (X one)

1 From (Organization Name) 2 Date Prepared

(YYYYMMDD)

3 Project / Job Number 4 Serial Number

Form Approved OMB No. 0704-0188 Page of Pages

Transfer and Acceptance of DoD Real Property

The public reporting burden for this collection of information is estimated to average 30 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing the burden, to the Department of Defense, Washington Headquarters Services, Executive Services Directorate, Information Management Division, 4800 Mark Center Drive, Alexandria, VA 22350-3100 (0704-0188). Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number.

5 To (Organization - Installation Code and Name)

20200324 Hydrant Fuel System Replacement, DESC1913

X

6 RPSUID / Site Name 7 Contract Number(s) 7a Placed-In-Service

16 Primary UM Quantity

Sanitary Sewage Main

24 Statement of Completion: The facilities listed hereon are in accordance with maps, drawings, and specifications and change orders approved by the authorized representative of the using agency except for the deficiencies listed on the reverse side.

c Title (Area Engr./Base Engr./DPW/Construction Agent)

CATCODE

Cathodic Protection b Date Signed

(YYYYMMDD)

Storm Drainage Disposal

OPS Storage, Jet Fuel

Hydrant Fueling Building

Other

Secondary

UM

Fund Source

15 Primary

UM

Area

See Item 28

See Item 28

Type (X one)

20 23

(YYYYMMDD)

21 2219

Hydrant Fueling Building

Date

Cost

Secondary UM Quantity

Ellsworth AFB, SD Inst Code / Inst Name

See Item 28 2EA Fire Hydrants b Date Signed c Title (DPW/RPAO)

See Item 28

See Item 28

Sidewalk Pad, Equipment

Fire Hydrant Water Supply Mains

Retaining Wall Fence Scty/Veh Bar

Concrete walk

See Item 28 See Item 28 See Item 28

Driveway

Prim Distr Line UG

DD Form 1354, APR 2013

DRAFT

Page of Pages 9 10a 10b 11 13 14

Item Facility RPUID Category Type Sust No Number Code Code Code

17 811147 KW 300

18 812926 EA 9

Item Remarks Code

Fund Interest18 Secondary

UM Quantity Source Org

See Item 28 See Item 28

Other 19 20Area

CATCODE 17

Secondary

UM

Exterior Area Lighting

Description

Cost15 Primary

UM

16 Primary UM Quantity

Elec E/Pwr Gen Plant

Fund

Contract Number Project/Job Number 21 22 23

Page of Pages27 Construction Deficiencies

#4 - Includes 1220LF of 16" CS, 3155LF of 8" CS, 1265LF of 12" SS, 160LF of 8" SS, 1EA isolation valve pit, and 5EA low point pits

#8 - Includes 3SY transformer pad, 41SY PRT pad, 13SY generator pad, and 43SY of drip pads

28 Project Remarks

#15 - Includes 1465LF of secondary service ductbank #16 - Includes cathodic protection for U/G piping and tank bottoms

#1 - Includes 2EA 10K BBL operating storage tanks with containment #2 - Constructed of metal panel wall around euipment room, CMU walls around control and mechanical rooms, and standing seam metal roof. Houses pumps, issue filter separators, and associated equipment. Includes product recovery system

#10 - Includes 405LF of 6" PVC, 275LF of 1-1/2" PVC, and 3EA 6" gate valves #12 - Includes 150LF of 18" RCP

#3 - Constructed of metal panel wall…