W9128F24R0016_RTA_Specifications_2024.08.16.pdf

REQUEST FOR PROPOSAL

SPECIFICATIONS

FOR CONSTRUCTION

W9128F-24-R-0016

TEMPORARY LODGING FACILITY

PETERSON SFB, CO

Base PN: TDKA 07-5002

AFSVC PN: AFBCIF 185001

AUGUST 2024

This page was intentionally left blank for duplex printing.

00 01 00 - 1 PROJECT TABLE OF CONTENTS

SPECIFICATIONS FOR CONSTRUCTION OF

TEMPORARY LODGING FACILITY

PETERSON SFB, CO

PROJECT TABLE OF CONTENTS

NOTE: WHERE CONFLICTS EXIST WITHIN THESE SPECIFICATIONS, THE MORE STRINGENT

REQUIREMENTS GOVERN.

DIVISION 01 - GENERAL REQUIREMENTS

01 04 50 CUTTING AND PATCHING

01 14 00 WORK RESTRICTIONS

01 30 00.24 OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

AF103 BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST

PROJSIGN PROJECT SIGN DETAILS

01 31 13 MECHANICAL, EQUIPMENT, & ELECTRICAL COORDINATION

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

REGISTER SUBMITTAL REGISTER

E4025 SAMPLE TRANSMITTAL REQUEST FORM

01 33 29 SUSTAINABILITY REPORTING

01 33 29 AT AIR FORCE SUSTAINABILITY SCORESHEET

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 46 INDOOR AIR QUALITY PROCEDURES

01 41 26.05 24 (FEDERAL FACILITIES COLORADO) 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 00.00 10AT SAMPLE CONTRACTOR QUALITY CONTROL REPORT

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

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 56 39 TEMPORARY TREE AND PLANT PROTECTION

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 20.00 10AT GREEN PRODUCT AND RECOVERED MATERIALS FORMS

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 58 00 PROJECT IDENTIFICATION

01 62 35 RECYCLED AND RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 36.00 24 WARRANTY OF CONSTRUCTION

01 78 39.00 24 AS-BUILT DRAWINGS

01 78 39.00 24AT TITLE BLOCK INFORMATION KEY

01 91 00.15 BUILDING COMMISSIONING

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION

00 01 00 - 2 PROJECT TABLE OF CONTENTS

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

04 21 14 BRICK VENEER

DIVISION 05 – METALS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 22 00 EXTERIOR ARCHITECTURAL FIBER CEMENT CARPENTRY

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

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

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS

07 27 10 BUILDING AIR BARRIER SYSTEM

07 41 13 METAL ROOF PANELS

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 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 71 00 DOOR HARDWARE

08 71 00AT DOOR HARDWARE SETS

08 81 00 GLAZING

DIVISION 09 - 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 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 SIGNAGE

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

00 01 00 - 3 PROJECT TABLE OF CONTENTS

DIVISION 10 – SPECIALTIES (CONTINUED)

10 51 13 METAL LOCKERS

10 57 20 CLOSET SPECIALTIES

DIVISION 11 - EQUIPMENT

11 31 00 RESIDENTIAL APPLIANCES

DIVISION 12 - FURNISHINGS

12 32 00 MANUFACTURED WOOD CASEWORK

DIVISION 21 - FIRE SUPPRESSION

21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 11 25 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 82 01.00 10 WARM AIR HEATING SYSTEMS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

23 83 00.00 20 ELECTRIC SPACE HEATING EQUIPMENT

DIVISION 25 – INTEGRATED AUTOMATION

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 19.00 10 INSULATED WIRE AND CABLE

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 13 00 SF6/HIGH-FIREPOINT FLUIDS INSULATED PAD-MOUNTED SWITCHGEAR

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 SWITCHBOARDS AND SWITCHGEAR

26 24 16.00 40 PANELBOARDS

26 27 13.10 30 ELECTRIC METERS

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

26 56 00AT ATTACHMENT A FOR AMRS METERS

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

00 01 00 - 4 PROJECT TABLE OF CONTENTS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 70 INTERIOR FIRE ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 21 13 RADON TESTING

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 13 BITUMINOUS SEAL AND FOG COATS

32 01 16.17 COLD MILLING OF BITUMINOUS PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 16.16 SUBBASE COURSE FOR FLEXIBLE PAVING

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 11 27 BITUMINOUS-STABILIZED BASE COURSE, SUBBASE, OR SUBGRADE

32 12 10 BITUMINOUS TACK AND PRIME COATS

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

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 13 13 CONCRETE PAVEMENTS FOR ROADS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 13 73 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS

32 15 00 AGGREGATE SURFACE COURSE

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23.00 20 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 84 24 IRRIGATION SPRINKLER SYSTEMS

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 11 23 NATURAL GAS AND LIQUID PETROLEUM PIPING

33 12 33.00 30 WATER METERS

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 51 13.00 30 NATURAL-GAS METERING

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

Temporary Lodging Facility, Peterson AFB, CO PECO00100

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

CUTTING AND PATCHING

05/16

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SUMMARY

1.3 RELATED REQUIREMENTS

1.4 DESCRIPTION

PART 2 PRODUCTS

2.1 MATERIALS

PART 3 EXECUTION

3.1 INSPECTION

3.2 PREPARATION

3.3 PERFORMANCE

-- End of Section Table of Contents --

SECTION 01 04 50 Page 1

SECTION 01 04 50

CUTTING AND PATCHING

05/16

PART 1 GENERAL

1.1 SUBMITTALS

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

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-02 Shop Drawings

Approved Detail Drawings; G

Structure Testing Locations; G

1.2 SUMMARY

Requirements and limitations for cutting and patching of work.

1.3 RELATED REQUIREMENTS

All required safety and fire permits shall be completed prior to construction start.

1.4 DESCRIPTION

Execute cutting, fitting, and patching to complete work and to:

a. Fit the several parts together, to integrate with other work.

b. Uncover existing work to install new work.

c. Remove and replace defective and nonconforming work.

d. Remove samples of installed work for testing.

e. Provide openings in nonstructural elements for penetrations of mechanical and electrical work.

PART 2 PRODUCTS

2.1 MATERIALS

Same material as original installation, unless specifically indicated otherwise in the drawings and technical sections of specifications.

Submit Approved Detail Drawings and Structure Testing Locations.

For any change in materials, submit request for substitution in accordance

SECTION 01 04 50 Page 2 with Section 01 33 00 SUBMITTALS AND ADMINISTRATIVE REQUIREMENTS.

PART 3 EXECUTION

3.1 INSPECTION

Inspect existing conditions, including elements subject to damage or movement during cutting and patching.

After uncovering, inspect conditions affecting performance of work.

Beginning of cutting or patching means acceptance of existing conditions.

3.2 PREPARATION

Provide supports to assure structural integrity of surroundings. Also provide devices and methods to protect other portions of project from damage.

Provide protection from elements for areas which may be exposed by work.

3.3 PERFORMANCE

Execute work by methods to avoid damage to other work, and which will provide proper surfaces to receive patching and finishing.

Restore damages with new products in accordance with contract requirements.

Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest intersections. Refinish entire unit when the surface is part of an assembly.

-- End of Section --

SECTION 01 04 50 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 REFERENCES

1.2 ORDER OF WORK RESTRICTIONS

1.3 DOCUMENT CONTROL

1.4 BASE ACCESS AND SECURITY

1.4.1 General

1.4.2 Base Hours

1.4.3 Scheduled and Unscheduled No Work Days

1.4.3.1 Operational Delays

1.4.3.2 Right to Deny Entry

1.4.4 Activity Regulations

1.4.4.1 Subcontractors and Personnel Contacts

1.4.4.2 Identification Badges and Installation Access

1.4.4.3 No Smoking Policy

1.5 COMMUNICATIONS SECURITY (COMSEC) MONITORING

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 REFERENCES

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

UNITED STATES AIR FORCE (USAF)

AFI 16-1404 Air Force Information Security Program

U.S. DEPARTMENT OF DEFENSE (DOD)

DODM 5200.01 DoD Information Security Program (Volumes 1-3)

1.2 ORDER OF WORK RESTRICTIONS

The order in which work is performed shall conform to the following constraints:

a. Permission to interrupt any roads or utility service must be requested in accordance with requirements listed in 01 30 00.24 OTHER

ADMINISTRATIVE AND SPECIAL REQUIREMENTS.

b. The Contractor is responsible for all labor, costs, and materials required to construct the entirety of the work described in this contract.

1.3 DOCUMENT CONTROL

All contract documents (including the design analysis, plans, and specifications) are For Official Use Only (FOUO). The Contractor shall track and control access to the contract documents in compliance with AFI 16-1404 and DODM 5200.01 . The Contractor shall log personnel and entities that have access to documents and hardcopies. Those logs shall be available to the Government for review and should include the entity and responsible party to which documents were issued.

1.4 BASE ACCESS AND SECURITY

1.4.1 General

The US Army Corps of Engineers (USACE) will coordinate installation entry with resource managers on Peterson Space Force Base (PSFB). Base Security will assist the Contractor with initiating security reviews (e.g. local and national agency checks) and requesting access and/or badges as described below. The Contractor shall furnish a list of Contractor personnel, equipment, and vehicles requiring entry to PSFB. This list will be provided as soon as possible, but not later than ten (10) days, after contract award and maintained current as Contractor personnel are added or

SECTION 01 14 00 Page 2 dismissed from the contract/project.

After initial acceptance of the list, submit changes and updates a minimum of 3 working days prior to the date of required access.

1.4.2 Base Hours

See 01 30 00.24 OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS for base hours. Work outside those hours shall be coordinated with USACE per the requirements of this specification and 01 30 00.24 OTHER ADMINISTRATIVE

AND SPECIAL REQUIREMENTS.

1.4.3 Scheduled and Unscheduled No Work Days

See 01 30 00.24 OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS, for requirements relating to weather delays and federal holidays. Official snow call or late reporting may affect the Contractor's production for which the KO will not consider reimbursement for lost work time.

In addition to weather delay days and other scheduled no work days, the Contractor shall accommodate not less than 15 mission delay days as unscheduled no work days in the project schedule.

These days will be invoked by the Government for exercises, events, operations, and other mission-specific events that inhibit or prohibit the Contractor's ability to work on the project site.

1.4.3.1 Operational Delays

The Contractor and their personnel shall leave Peterson Space Force Base (P SFB) immediately and safely upon notification by the Contracting Officer (CO), his technical representative, or constituted authority when directed, that operational requirements or emergencies dictate. Normal delay should not exceed one hour in duration.

1.4.3.2 Right to Deny Entry

The Installation Commander or designated representative reserves the right to deny entry to any Contractor whose National Agency Check is unfavorable, and the right to terminate the entry authorization of any Contractor employee upon disclosure of information which indicates the individual's continued entry to PSFB is not in the best interest of national security. Additionally, the violation of or any deviation from established security procedures by the Contractor's employee may result in the confiscation of badges and the denial of future entry to PAFB.

1.4.4 Activity Regulations

Ensure that Contractor personnel employed on the activity become familiar with and obey activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Mark Contractor equipment for identification.

1.4.4.1 Subcontractors and Personnel Contacts

Provide a contact list of personnel for the Contractor and subcontractors

- including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, SECTION 01 14 00 Page 3 correct and change the information contained in previous lists.

1.4.4.2 Identification Badges and Installation Access

a. Each Contractor employee to work on the project at Peterson SFB must obtain a base pass to enter the base. The pass must be obtained prior to entry on PSFB. To obtain the base pass, personnel must have in their possession, a current, valid driver's license and if driving a vehicle onto base a current vehicle registration, and current proof of insurance. Procedures for obtaining a base pass will be identified at the Pre-Construction Meeting. Expired/unregistered vehicles will not be allowed on base.

Employees who are terminated from employment will surrender any and all identification media and base passes to their immediate supervisor, who will in turn surrender same to the PSFB Pass and ID Office, and the supervisor will immediately escort the terminated employee off base, and notify Base Security of the termination.

Access to PSFB shall be through the East Gate. The Contractor shall provide USACE a copy of a completed "Contractor Personnel Access List", which is to include the names of all subcontractors and suppliers, and the names and driver's license numbers of all employees requiring access to the Base.

The East Gate to PAFB is open from 0500-2200 except when directed by the base commander under conditions of National Security. All commercial vehicles shall use the right lane of the East Gate. A commercial vehicle is defined as any vehicle that has signage on it, is carrying materials such as in a pickup truck, a moving van, a panel truck, a supply truck, and any vehicle that the SFS shall designate a commercial vehicle. All commercial vehicles will be searched. The gate experiences up to 30 minute delays during morning congestion between the hours of 0700 to 0800. After 0800, delays of approximately 5 minutes are typical. The contractor is asked to keep large truck deliveries between the following hours: 0500-0600, 0800-1200 and 1300-1800. This will reduce the congestion at the gate for everyone.

Commercial Contractor vehicles are not allowed to use the North and West Gates for entrance to PSFB. Privately owned Contractor vehicles may use the North and West Gates. No exceptions will be made.

b. All drivers on PSFB will have in their possession a valid driver's license, valid vehicle registration, and proof of vehicle insurance while operating any vehicle. If vehicle is registered to someone other than the operator, the operator must provide a notarized letter from the registered owner, authorizing the operator permission to operate the vehicle. Access by vehicles to the Base and project site is at the sole discretion of the Government. Security process and procedures at the Base change over time. Coordinate specific access details with the Government after contract award.

The company name shall be prominently displayed on all vehicles operated on PSFB.

c. The Contractor's Superintendent must notify Base Security through the Contracting Office prior to any work to be performed on non-scheduled hours/days (evenings, weekends, holidays). Any personnel working on non-scheduled hours/days must check in with Base Security, prior to

SECTION 01 14 00 Page 4 and at the completion of the work.

d. All equipment and materials are the responsibility of the Contractor.

Make sure that all equipment and materials are properly secured at the end of the work day. Assure that materials and equipment are stored at least 30 feet away from installation perimeter fences (either side), unless approved otherwise by Base Security Forces and the project SSM.

Any work area found by Base Security Forces to be unsecured (or improperly secured) will be checked for intruders and the responsible Contract Superintendent will be called in to secure the areas/equipment.

e. If any roadway is to be blocked for any reason, the Contractor must notify, through the Contracting Office, the Base Security Forces of the blockage, prior to the blockage, and must ensure that proper signs are provided by the contractor and installed to divert traffic around the affected area. As much lead time notification as possible is appreciated for proper coordination, and notification of other activities on base.

f. Contractors, Subcontractors and all personnel who report for work, and do not know the location of the job site, will be held at the entry gate to await escort service from the Construction Superintendent.

g. Base speed limits are strictly enforced with the use of radar equipment. The base speed limit is 30 MPH, unless otherwise posted.

The speed limit through the gates is 20 MPH. Motorcycle operator/riders must wear protective headgear (helmets) while riding on base. Mandatory seatbelt laws are in effect on base. Seatbelts must be fastened prior to entering the base. Cell phones may not be used while driving on any Air Force Base, including PSFB.

h. Normal contractor access to the Base will be as indicated in the bridging drawings. See requirements above regarding scheduled and unscheduled no work days, as well as weather and federal holidays listed in Section 01 30 00.24 OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS. Access on dates when the assigned contractor access gate is closed will be coordinated with the Contracting Officer. Deliveries cannot be accepted on these dates unless requested in writing from the Contracting Officer and access will be granted only under extenuating circumstances.

i. The base security police can at any time enter the construction site and sweep the area with bomb sniffing dogs. They can search any container, vehicle, or contractor personnel on the installation, or within the construction boundaries. The security police can also detain and question any person(s) deemed a potential threat by the Air Force.

j. The Base Security Forces emergency number can be obtained at the Pre-Construction Meeting. This number provides emergency police, fire, and ambulance service, 24 hours a day, 7 days/week.

k. No privately owned weapons or contraband (drugs, etc.) are permitted on any military installation, at any time. Violators will be prosecuted through the Federal Magistrates Court in Denver. Cameras are also considered to be contraband on this installation.

l. The Contractor shall provide a 24-hour, 7-day-a-week contact number to

SECTION 01 14 00 Page 5

SFS in case of suspicious activity at the construction site or if the site is found insecure. If required by SFS, the contractor will have someone respond to the construction site within 4 hours.

j. Peterson SFB is considered to be a closed facility. No unauthorized tours or visitors will be allowed on the installation.

1.4.4.3 No Smoking Policy

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

1.5 COMMUNICATIONS SECURITY (COMSEC) MONITORING

Contractor personnel are advised that any time they place a call or receive a call from a DoD organization, they are subject to COMSEC procedures, such as monitoring. All communications with DoD organizations are subject to COMSEC review. Telecommunications networks are continually subject to intercept by unfriendly intelligence organizations. The DoD has authorized the military departments to conduct COMSEC monitoring and recording of telephone calls originating from or termination of DoD organizations. The contractor is responsible for ensuring all contractor employees are informed of the provisions of this paragraph.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 6

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

12/21

PART 1 GENERAL

1.1 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.2 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR

PAYROLLS

1.3 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.4 CONTRACTOR PERFORMANCE EVALUATIONS

1.5 EXCEPTION TO COMPLETION TIME AND LIQUIDATED DAMAGES

1.6 MISSION DELAY DAYS

1.7 CONTRACT DRAWINGS AND SPECIFICATIONS

1.7.1 SETS FURNISHED

1.7.2 REPRODUCTION AND DISTRIBUTION

1.7.3 NOTIFICATION OF DISCREPANCIES

1.7.4 OMISSIONS

1.8 SUBMITTALS

1.9 PAYMENT

1.9.1 PROMPT PAYMENT ACT

1.9.2 PAYMENT FOR MATERIALS STORED OFFSITE

1.9.3 CONTRACTOR PAYROLL RECORD

1.10 AVAILABILITY OF UTILITY SERVICES

1.11 UTILITY SERVICE INTERRUPTIONS

1.12 DIGGING PERMITS AND ROAD CLOSINGS

1.13 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.14 INSURANCE REQUIRED

1.15 SECURITY REQUIREMENTS

1.15.1 Contractor's Employee Identification

1.15.2 Entry Requirements

1.16 CONTRACTOR QUALITY CONTROL (CQC)

1.17 NONDOMESTIC CONSTRUCTION MATERIALS

1.18 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

1.19 AS-BUILT DRAWINGS

1.20 SIGN

1.21 EQUIPMENT ROOM DRAWINGS

1.22 CONTRACTOR FURNISHED EQUIPMENT DATA

1.23 PARTNERING

1.23.1 Team-Led (Informal) Partnering

1.24 PROFIT

1.25 LABOR CONDITIONS APPLICABLE TO TEMPORARY FACILITIES

1.26 DRAWING SCALES

1.27 FEDERAL HOLIDAYS

1.28 BASE HOURS

PART 2 NOT USED

SECTION 01 30 00.24 Page 1

PART 3 EXECUTION

3.1 APPENDIX A- CONTRACT DOCUMENT DISTRIBUTION LIST

ATTACHMENTS:

Appendix A - Contract Document Distribution List

Project Sign Details

AF103 - Base Civil Engineering Work Clearance Request

SECTION 01 30 00.24 Page 2

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

12/21

PART 1 GENERAL

Attachments:

Appendix A - Contract Document Distribution List

Project Sign Details

AF103 - Base Civil Engineering Work Clearance Request

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

https://www.usace.army.mil/Cost-Engineering/EP1110-1-8/ .

1.2 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR PAYROLLS

a. 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. Obtain and provide 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. Use the electronic payroll service 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. 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;

SECTION 01 30 00.24 Page 3

(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.

1.3 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

- U.S. Department of Labor Veterans’ Employment and Training Service

(VETS):

https://www.dol.gov/vets/

- Federal Veteran Employment Information: https://www.fedshirevets.gov/

- Veterans Opportunity to Work (VOW) Program:

https://www.benefits.va.gov/vow/

- U.S. Army Warrior Transition Command Employment Index:

https://wct.army.mil/modules/employers/index.html

- Hiring Our Heroes: https://www.uschamberfoundation.org/hiring-our-heroes

1.4 CONTRACTOR PERFORMANCE EVALUATIONS

See Federal Acquisition Regulation (FAR) Subpart 42.1502(e) for the requirements on past performance evaluations for construction contracts.

For construction contracts valued at or above $750,000.00, 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

SECTION 01 30 00.24 Page 4 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 .

1.5 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.

1.6 MISSION DELAY DAYS

Anticipate a work delay of up to 15 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.

1.7 CONTRACT DRAWINGS AND SPECIFICATIONS

1.7.1 SETS FURNISHED

Utilize the bid drawings and specifications as amended in the performance of the work until the conformed specifications and contract drawings (i.e., bid drawings that have been posted with all amendment changes) is mailed or sent electronically to the Contractor. See Appendix A for Document Distribution list. See paragraph below for contract drawing reproduction and distribution requirements. The work must conform to the contract drawings, set out in the drawing index, all of which form a part of these specifications. The work must also conform to any of the standard details bound or referenced herein.

1.7.2 REPRODUCTION AND DISTRIBUTION

Reproduce multiple legible hard copy sets (half-size English unless directed otherwise) of contract drawingsconsisting of read-only Adobe Acrobat.pdf file drawings. Within 14 calendar days after receipt of conformed specifications and drawings, provide legible hard copy drawing and conformed specification sets to the addressees contained in the Contract Document Distribution List for Project in Appendix A to this specification. The Government will process no progress payments prior to receipt of the legible contract drawings and conformed specification sets. After receipt and distribution of the legible hard copy drawing and conformed specification sets, the Government will provide the Contractor with editable CAD file drawings (format defined in Section 01 33 39.00 10 ADVANCED MODELING (BIM/CIM/GIS/CAD) REQUIREMENTS). Prepare as-built drawings as defined in Section 01 78 39.00 24 AS-BUILT DRAWINGS.

1.7.3 NOTIFICATION OF DISCREPANCIES

Check all drawing files furnished by the Government immediately upon their receipt and promptly notify the Contracting Officer of any discrepancies.

SECTION 01 30 00.24 Page 5

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. Compare all drawings and verify the figures before laying out the work and take responsibility for any errors which might have been avoided thereby.

1.7.4 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 work must be performed as if fully and correctly set forth and described in the drawings and specifications.

1.8 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 items below in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Equipment Room Drawings; G-RO.

Plant Layout Drawings; G-RO.

1.9 PAYMENT

1.9.1 PROMPT PAYMENT ACT

Pay requests authorized in GENERAL CONDITIONS (CONTRACT CLAUSES) clause:

"Payments Under Fixed-Price Construction Contracts", will be paid pursuant to the clause, "Prompt Payment for Construction Contracts". Submit pay requests on ENG Form 93 and 93a, "Payment Estimate-Contract Performance" and "Continuation". All information and substantiation required by the identified contract clauses must be submitted with the ENG Form 93, and the required certification 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.

1.9.2 PAYMENT FOR MATERIALS STORED OFFSITE

a. As allowed under (FAR) 52.232-5 "Payments Under Fixed Price Construction Contracts", the Administrative Contracting Officer, at their discretion, may authorize progress payments for any material stored off-site provided:

(1) The Contractor furnishes satisfactory evidence that it has acquired title to such material and that the material will be used to perform this contract,

(2) Material is stored in such a manner to protect it from damage, fire, theft, etc .

SECTION 01 30 00.24 Page 6

(3) The Contractor provides evidence of insurance for material, and,

(4) Material is clearly identified and delineated by contract number for use on the applicable project.

b. The Administrative Contracting Officer reserves the right to inspect any off-site material prior to authorizing progress payments. Provide paid invoices listing the value of material and labor incorporated in the items.

1.9.3 CONTRACTOR PAYROLL RECORD

Log payrolls for all employees and subcontractors utilizing ENG Form 3180. Each subcontractor requires a separate ENG 3180 for their payrolls. Maintain the ENG 3180, along with the payrolls, on site and make available for review by the Contracting Officer's Representative.

Update the ENG 3180's weekly as payrolls are submitted. After making copies for their files, submit the originals of each week’s payrolls to the Resident Office. Before final payment, provide the completed ENG 3180’s to the Contracting Officer's Representatives. If the Contractor has elected to use an electronic payroll system, as described in paragraph

CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR PAYROLLS, the payroll inventory produced by the electronic payroll system will satisfy the requirements in this paragraph and FAR 52.222-8, Payrolls and Basic Records.

1.10 AVAILABILITY OF UTILITY SERVICES

All reasonably required amounts of domestic water, natural gas, and electricity will be made available to the Contractor by the Government from existing system outlets and supplies. The Contractor shall, at his own expense, make all temporary connections and install distribution lines. The Contractor shall 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. All temporary lines shall be maintained by the Contractor 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.

1.11 UTILITY SERVICE INTERRUPTIONS

Submit written notification not less than 21 calendar days in advance of each interruption of each utility 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.

1.12 DIGGING PERMITS AND ROAD CLOSINGS

Allow 14 calendar days from date of written application to receive permission to dig and to close roads. Only close roads one lane at a time and allow vehicular traffic to pass through the construction area. Flag work on or near roadways in accordance with the safety requirements in Safety and Health Requirements Manual EM 385-1-1, which forms a part of these specifications. Do not cause blockage of work located along the alert force route and maintain unobstructed access for alert force traffic

SECTION 01 30 00.24 Page 7 at all times.

1.13 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with FAR 52.249-10 "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 Feb Mar Apr May Jun

(07) (04) (04) (04) (06) (03)

Jul Aug Sep Oct Nov Dec

(04) (02) (03) (03) (02) (05)

c. Upon acknowledgment of the Notice to Proceed (NTP) and continuing 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 GENERAL CONDITIONS (CONTRACT CLAUSES) clause entitled "Default (Fixed Price Construction)". (ER 415-1-15)

SECTION 01 30 00.24 Page 8

1.14 INSURANCE REQUIRED

In accordance with GENERAL CONDITIONS (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)

1.15 SECURITY REQUIREMENTS

1.15.1 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. Upon relase of any employees, deliver all prescribed identification immediately to the Contracting Officer for cancellation. 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, obtain and submit fingerprints of all persons employed or to be employed on the project.

(Based on FAR 52.204-2)

1.15.2 Entry Requirements

See Section 01 14 00 WORK RESTRICTIONS

1.16 CONTRACTOR QUALITY CONTROL (CQC)

See Section 01 45 00.00 10 QUALITY CONTROL.

1.17 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.

1.18 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, their proposed daily work schedule for the next two week period. 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.

SECTION 01 30 00.24 Page 9

Include required temporary utility services, time and duration of interruptions, and protection of adjoining areas with the Contractor's proposed 2-week work schedule. At this meeting, the Contractor must also submit their schedule of proposed dates and times of all preparatory inspections to be performed during the next 2 weeks. All schedules shall be in developed in accordance with Section 01 32 01.00 10 PROJECT SCHEDULE 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 official hardcopy or electronic copy is received by the designated office.

1.19 AS-BUILT DRAWINGS

See SECTION 01 78 39.00 24 - AS-BUILT DRAWINGS

1.20 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 standard drawing bound herein. A decal of the "Engineer Castle" and the U. S. Space Force emblem will be furnished the Contractor upon request.

1.21 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, must 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.

1.22 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.

1.23 PARTNERING

To most effectively accomplish this Contract, the Contractor and Government must form a cohesive partnership with the common goal of drawing on the strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule. The partnering team must consist of personnel from both the Government and Contractor including project level and corporate level leadership positions. Key Personnel from the supported command, end user, Contractor, key subcontractors and the Designer of Record are required to participate in the Partnering process.

SECTION 01 30 00.24 Page 10

1.23.1 Team-Led (Informal) Partnering

a. The Contracting Officer will coordinate the initial Team-Led (Informal) Partnering Session with key personnel of the project team, including Contractor and Government personnel, government representatives and consultants, and Air Force Services Center, Construction Administration and Title II personnel. The Partnering Session will be co-led by the Government Construction Manager and Contractor's Project Manager.

b. The Initial Team-led Partnering session may be held concurrently with the Pre-Construction meeting. Hold partnering sessions at a location mutually agreed to by the Contracting Officer and the Contractor, typically at a conference room on-base or at the Contractor's temporary trailer.

c. Conduct the Initial Team-Led Partnering Session and facilitate using electronic media (a video and accompanying forms) provided by the Contracting Officer.

d. The Partners will determine the frequency of the follow-on sessions.

e. Participants will bear their own costs for meals, lodging and transportation associated with Partnering.

1.24 PROFIT

a. Use the weighted guidelines method of determining profit on any equitable adjustment change order or modification issued under this contract. The profit factors must be 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

b. Based on the circumstances of each procurement action, each of the above factors must be weighted from .03 to .12 as indicated below. Obtain the value 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

SECTION 01 30 00.24 Page 11 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 shall be weighted at .12. Work estimated between $100,000 and $5,000,000 shall 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.

1.25…