A02 - Specification 2492 - Schafer Dam HQ - 20250401- DRAFT.pdf

INVITATION FOR BID (IFB)

USDA FOREST SERVICE

R.L. SCHAFER DAM / SUCCESS LAKE HQ

BUILDING AND MAINTENANCE SHOP

PORTERVILLE, CALIFORNIA

100% CORRECTED FINAL

SPECIFICATIONS

PROJECT NO. 144060

SPECIFICATION NO. 2492

DRAWING FILE NO. 200-25-0248

APRIL 1, 2025

DRAFT

R.L. SCHAFER DAM / SUCCESS LAKE HQ BUILDING AND MAINTENANCE SHOP 2492

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00 PRICE AND PAYMENT PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

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

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24 FACILITY DATA REQUIREMENTS

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

02 84 33 REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS (PCBs)

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 05 20 POST-INSTALLED CONCRETE AND MASONRY ANCHORS

05 05 23.13 ULTRASONIC INSPECTION OF WELDMENTS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

DOCUMENT PROJECT Page 1 100% CORRECTED FINAL

07 19 00 WATER REPELLENTS

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 27 36 SPRAY FOAM AIR BARRIERS

07 41 13 METAL ROOF PANELS

07 42 13 METAL WALL PANELS

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 33 23 OVERHEAD COILING DOORS

08 34 02 BULLET-RESISTANT COMPONENTS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL AND DOOR LOUVERS

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 72 00 WALLCOVERINGS

09 84 20 ACOUSTICAL WALL PANELS

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 21 23.16 CUBICLE TRACK AND HARDWARE

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

10 56 13 STEEL SHELVING

DIVISION 11 - EQUIPMENT

11 31 13 ELECTRIC KITCHEN EQUIPMENT

11 47 00 ICE MACHINES

DOCUMENT PROJECT Page 2 100% CORRECTED FINAL

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 50 00.13 FURNITURE AND FURNITURE INSTALLATION

12 59 00 SYSTEMS FURNITURE

12 93 00 SITE FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

23 03 00 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48.19 SEISMIC BRACING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

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

CONTROL SYSTEMS

23 09 93 SEQUENCES OF OPERATION FOR HVAC CONTROL

23 30 00 HVAC AIR DISTRIBUTION

23 35 16.17 MECHANICAL ENGINE AND WELDING FUME EXHAUST SYSTEMS

23 51 43.01 MECHANICAL CYCLONE DUST COLLECTOR OF AIRBORNE PARTICULATES

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11 CYBERSECURITY

DIVISION 26 - ELECTRICAL

26 05 48 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 28 01 COORDINATED POWER SYSTEM PROTECTION

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

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

AUXILIARIES

26 36 23 AUTOMATIC TRANSFER SWITCHES

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 15 CATHODIC PROTECTION SYSTEM FOR THE INTERIOR OF STEEL WATER

TANKS

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 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

DOCUMENT PROJECT Page 3 100% CORRECTED FINAL

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE BASE COURSE FOR FLEXIBLE PAVING

32 11 23.23 BASE COURSE DRAINAGE LAYERS

32 12 13 BITUMINOUS TACK COAT

32 12 16.16 ROAD-MIX ASPHALT PAVING

32 15 00 AGGREGATE SURFACING

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY FENCES (CHAIN LINK AND ORNAMENTAL) AND GATES

32 84 24 IRRIGATION SPRINKLER SYSTEMS

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 11 13 POTABLE WATER SUPPLY WELLS

33 11 23 NATURAL GAS AND LIQUID PETROLEUM PIPING

33 16 15 WATER STORAGE STEEL TANKS

33 30 00 SANITARY SEWERAGE

33 40 00 STORMWATER UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 46 - WATER AND WASTEWATER EQUIPMENT

46 30 00 WATER AND WASTEWATER CHEMICAL FEED SYSTEMS

-- End of Project Table of Contents --

DOCUMENT PROJECT Page 4 100% CORRECTED FINAL

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SCRAP MATERIAL

1.3 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

1.4 PRICING OF CONTRACTOR-FURNISHED PROPERTY

1.5 GENERAL SAFETY REQUIREMENTS

1.6 TEMPORARY ELECTRIC WIRING

1.6.1 Temporary Power and Lighting

1.6.2 Construction Equipment

1.6.3 Circuit Protection

1.7 UTILITIES

1.8 PLANNED UTILITY OUTAGES AND STREET CLOSURES

1.9 EXCAVATION PERMITS

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.11 EQUIPMENT DATA FORM MODIFICATION PROPOSAL

1.12 ANTITERRORISM AND OPERATIONS SECURITY

1.12.1 General Security Requirements and Guidance

1.12.2 Antiterrorism (AT) Level I Training

1.12.3 Physical Security and Access Control Requirements

1.12.4 Suspicious Activity Reporting Training (e.g., iWatch, CorpsWatch, or See Something, Say Something)

1.12.4.1 iWATCH Training

1.12.5 Contract Personnel Requiring Access to Government Information

Systems

1.12.6 Training Requirements for the Protection of Sensitive

Information

1.12.6.1 OPSEC Training

1.12.7 Pre-screen Candidates Using E-Verify Program

1.13 AREAS OF RADAR RADIATION HAZARD

1.14 HAZARDOUS NOISE AREA

1.15 COLOR SCHEME FOR CONTRACTOR FACILITIES

1.16 RED ZONE MEETING

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

-- End of Section Table of Contents --

SECTION 01 00 00 Page 1 100% CORRECTED FINAL

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

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.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2023; ERTA 7 2023; TIA 23-15) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Health Requirements Manual

ER 415-1-15 (1989) Construction Time Extensions for Weather

U.S. ARMY CORPS OF ENGINEERS, SACRAMENTO DISTRICT (CESPK)

CESPK FORM 450 (1992) Contractor Equipment Data Sheet

1.2 SCRAP MATERIAL

Materials specified to be removed and become the property of the Contractor are designated as scrap, and the Contractor, by signing this Contract, hereby acknowledges that the Contractor has made due allowance for value of such scrap in the Contract price.

1.3 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Obtain and furnish to the Contracting Officer written guarantees for the equipment and appliances furnished. Furnish with each guarantee: The name, address, and telephone number of the guarantor's representative nearest to the location where the equipment and appliances are installed, who, upon request of the Using Service's representative, will honor the guarantee during the guaranty period and will provide the services prescribed by the terms of the guarantee.

1.4 PRICING OF CONTRACTOR-FURNISHED PROPERTY

At the request of the Contracting Officer, promptly furnish, unit prices and descriptive data required by the Government for property record purposes of fixtures and equipment furnished and installed by the Contractor.

1.5 GENERAL SAFETY REQUIREMENTS

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

SECTION 01 00 00 Page 2 100% CORRECTED FINAL

1.6 TEMPORARY ELECTRIC WIRING

1.6.1 Temporary Power and Lighting

Provide construction power facilities in accordance with the safety requirements of the NFPA 70 and EM 385-1-1. Enforce the safety requirements of electrical extensions for the work of subcontractors. Work to be accomplished by skilled electrical tradesmen in a workmanlike manner, as approved by the Contracting Officer.

1.6.2 Construction Equipment

In addition to the requirements of EM 385-1-1, install temporary wiring conductors for operation of construction tools and equipment of either Type TW or THW contained in metal raceways, or may be multiconductor cord.

Temporary wiring to be secured above the ground or floor in a workmanlike manner and cannot present an obstacle to persons or equipment. Open wiring may only be used outside of buildings, and then only in strict accordance with the provisions of the National Electrical Code.

1.6.3 Circuit Protection

In addition to the present requirements in EM 385-1-1 and NFPA 70, ensure 15-ampere and 20-ampere receptacle outlets used for obtaining power during construction have ground fault circuit interrupters (GFCI) for personnel protection. Block and brick saws to be equipped with GFCI. The Contracting Officer may allow an exception to this requirement for circuits for concrete vibrators or circuits operating at other than 60 Hertz normal (in both cases an assured grounding program as described in the NFPA 70, except utilizing the daily inspection frequency of the grounding means of such equipment, may be permitted). The assured grounding program cannot be permitted as a substitute for usage of GFCI'S except as described above.

Ensure generator-powered 15- and 20-ampere, 60 Hertz receptacle outlets have GFCI'S, and are to be properly grounded. Provide a testing means which will impose a measured fault of 5 milliamperes, plus or minus 1 milliamperes, and result in tripping the GFCI unit.

1.7 UTILITIES

Immediately notify the Contracting Officer in writing if utilities not shown on the drawings interfere with construction operations, to enable a determination by the Contracting Officer as to the necessity for removal or relocation. If such utilities are removed or relocated as directed by the Contracting Officer, an equitable adjustment in the Contract price to be made pursuant to the Contract Clause CHANGES to cover the cost of additional pertinent work or delay.

1.8 PLANNED UTILITY OUTAGES AND STREET CLOSURES

Utility outages and street closures to be of as short a duration as possible and to be scheduled as far in advance as possible with the Contracting Officer, in no case less than 14 days before the outage or closure. Obtain from the Contracting Officer in writing a statement or schedule giving the permissible times of outages or closures for particular installations and the maximum time allowed for each. Strictly observe such schedules.

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1.9 EXCAVATION PERMITS

Obtain excavation permits issued from the Directorate of Public Works (DPW), through the Contracting Officer. The appropriate form, for this request, may be obtained from the Contracting Officer. Processing time required is 14 calendar days. Direct questions concerning the excavation permit to the Contracting Officer.

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. This provision specifies the procedure for the determination of time extensions for unusually severe weather. In order for the Contracting Officer to award a time extension under this clause, satisfy the following conditions:

(1) The weather experienced at the project site during the Contract period is unusually severe, that is, more severe than the adverse weather anticipated for the project location during a given month.

(2) The unusually severe weather causes a delay to the completion of the project. The delay is 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 constitutes the base line for monthly weather time evaluations. Progress schedule to reflect these anticipated adverse weather delays in weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

STATE

CALIFORNIA

INSTALLATION/NOAA STATION

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

(9) (5) (5) (3) (1) (0) (0) (0) (0) (1) (4) (8)

c. Upon execution of the Notice to Proceed (NTP), record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Adverse weather delay days prevent work on critical activities for 50 percent or more of the scheduled work day.

Refer to ER 415-1-15.

1.11 EQUIPMENT DATA FORM MODIFICATION PROPOSAL

In conjunction with paragraph, UAI 31.105-101 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE, submit CESPK FORM 450 for necessary equipment to perform work requiring adjustment of Contract price and submit these forms with the modification proposals. This form is included in RMS.

1.12 ANTITERRORISM AND OPERATIONS SECURITY

1.12.1 General Security Requirements and Guidance

The security requirements described below apply to all contract personnel

SECTION 01 00 00 Page 4 100% CORRECTED FINAL

(including employees of the prime Contractor and all Subcontractor employees. The Contractor is responsible for compliance with security requirements. Address questions regarding security matters to the designated Government representative, e.g., COR, Requiring Activity (RA) representative, or Contracting Officer. Contract personnel are critical to the overall security and safety of USACE installations, facilities, and activities, and security awareness training contributes to those efforts.

The Department of Defense (DoD) and Army security training requirements specified below are performance requirements; all applicable contract personnel must complete initial training within thirty (30) days of contract award, or the date new contract personnel begin performance on the contract. Within five (5) business days from the completion of training, provide written documentation (e.g., email or memorandum) to the Government representative. Include in the documentation the names of contract personnel trained and which training they completed; maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations. Comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as "RAMs"), and Health Protection Condition (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures - this includes identifying mission essential and non-mission essential personnel. Should the FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. Ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

1.12.2 Antiterrorism (AT) Level I Training

Level 1 AT Awareness training. Ensure employees complete AT Level I awareness training within 14 calendar days after contract start date and submit completion certificates to the Contracting Officer, within five calendar days after completion. Level 1 AT Awareness training may be accomplished via "JS-US007: Level I AT Awareness Training" computer-based training (CBT) for CAC and non-CAC users through Joint Knowledge Online website: http://jko.jten.mil.

1.12.3 Physical Security and Access Control Requirements

All contract personnel requiring physical access to a federal installation or facility must comply with the access control procedures of that location. Contract personnel requiring unescorted access to meet contract performance requirements on a DoD installation in the US must be vetted by the installation/facility Provost Marshal/Directorate of Emergency Services/Security Office using the National Crime Information Center-Interstate Identification Index (commonly referred to as "NCIC-III") and Terrorist Screening Database (commonly referred to as "TSDB"). Comply with all personal identity verification requirements specified in installation/facility policies and procedures. Coordinate escorted access with the Government representative for contract personnel who do not meet requirements for unescorted access to USACE facilities. Contract personnel who receive keys, access cards, or lock combinations that provide access to Government-owned property must comply with key and lock control procedures of the RA.

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1.12.4 Suspicious Activity Reporting Training (e.g., iWatch, CorpsWatch, or See Something, Say Something)

All contract personnel receive initial and annual refresher training from the RA representative on the local suspicious activity reporting program.

This locally developed training provides contract personnel with general information on suspicious behavior, and guidance on reporting suspicious activity to the project manager, security representative or law enforcement entity.

1.12.4.1 iWATCH Training

Brief employees on the local iWATCH program (training standards provided by the requiring activity ATO). This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to local LE Dispatch or to the Contracting Officer. Complete training within 15 calendar days of contract award and within five calendar days of new employees commencing performance with the results reported to the Contracting Officer NLT 30 calendar days after contract award.

1.12.5 Contract Personnel Requiring Access to Government Information Systems

All contract personnel with access to a government information system (including USACE business systems and CAC-enabled website) must comply with applicable DoD and Army regulations and must use the organization's UserID-Password Administration and Security Systems(U-PASS) at commencement of services to request network user accounts. Contract personnel must complete DoD Information Assurance Awareness training prior to accessing information systems, and annually thereafter.

1.12.6 Training Requirements for the Protection of Sensitive Information

1.12.6.1 OPSEC Training

All contract personnel with access to critical information (as identified in the RA's OPSEC Program) shall complete initial and annual refresher OPSEC Level I Awareness training, which is available at the following websites: https://www.iad.gov/ioss/, or http://www.cdse.edu/catalog/operations-security.html (websites subject to change). All contract personnel with access to Controlled Unclassified Information (CUI) shall complete initial and annual refresher CUI training in accordance with applicable Army policy. Ensure new employees are trained within 15 calendar days of their reporting for duty and annually thereafter.

1.12.7 Pre-screen Candidates Using E-Verify Program

Contractors shall comply with the requirements set forth in FAR clause 52.222-54, Employment Eligibility Verification, and FAR Subpart 22.18 in using the E-Verify Program at (https://www.e-verify.gov/) (website subject to change). Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under United States immigration laws in accordance with FAR 22.102-1(i). An initial list of verified/eligible candidates shall be provided to the COR no later than three (3) business days after contract award. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, and submit it to the Contracting Officer to become part of the official contract file.

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1.13 AREAS OF RADAR RADIATION HAZARD

The work performed may be hazardous at times due to radar radiation.

Construction activities and personnel cannot be allowed within such areas without prior arrangement with and the approval of the Contracting Officer.

Coordinate regularly with the Contracting Officer and radar operating personnel.

1.14 HAZARDOUS NOISE AREA

Work area is located within a high noise area and can be hazardous to hearing. Provide adequate ear protection for personnel at the job site.

1.15 COLOR SCHEME FOR CONTRACTOR FACILITIES

Storage and operational facilities including temporary structures, signs and fencing, that remain at the site are to be compatible with the color scheme used on the project signs as directed by the Contracting Officer.

1.16 RED ZONE MEETING

Approximately 42 days prior to anticipated furniture installation and anticipated Beneficial Occupancy Date (BOD), conduct the Red Zone Meeting to discuss the close-out process, and to schedule the events and review responsibilities for actions necessary to produce a timely physical and fiscal project close-out.

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

The Government will provide an optical disc at the preconstruction conference that contains the materials specified in Section 01 78 00

CLOSEOUT SUBMITTALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

Provide five conformed specifications in hard copy reproduced from the PDF Contract Documents. Hard copy drawings consist of two sets of ANSI D (22 inches by 34 inches) and three sets of half size (11 inches by 17 inches) 3-hole punched and bound with metal posts. Ensure specifications are standard letter (8-1/2 inches by 11 inches), 3-hole punched, and bound with metal posts. Submit specifications and drawings within 5 work days of the receipt of the AWARD documents from the Government.

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DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 OCCUPANCY OF PREMISES

1.4 EXISTING WORK

1.5 LOCATION OF UNDERGROUND UTILITIES

1.5.1 Notification Prior to Excavation

1.6 GOVERNMENT-INSTALLED WORK

1.7 SALVAGE MATERIAL AND EQUIPMENT

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1 100% CORRECTED FINAL

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes the construction of a new administration building, storage shed, vehicle shed, and incidental related work including site prep work for a future Maintenance Shop and the design and installation of a new well and pumphouse to service the administration building and Maintenance Shop.The Bid schedule includes a Option CLIN for the construction of the Maintenance shop. If the Option CLIN is exercised, the construction of the Maintenance shop will run concurrently with the construction of the administrative building, the storage shed, and the vehicle shed to provide a complete and fully operational complex.

Demolition of existing facilities will take place in two phases. Phase I demolition will include the demolition of the existing restaurant building in its entirety as indicated on the drawings. Phase II demolition shall take place after the construction of the new facilities is complete and ready for occupation. Phase II demolition will include the existing administrative and maintnenanace buildings in its entirety as indicated on the drawings.

1.2.2 Location

The work is located at Lake Success, R. L. Schafer Dam, approximately as indicated on the drawings. The exact location and address will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Existing building(s) will be occupied during performance of work under this Contract until the new facilities are ready for occupancy. Occupancy notifications will be posted in a prominent location at the existing buildings.

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

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1.4 EXISTING WORK

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

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

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

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground, pier deck or paved surface where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.6 GOVERNMENT-INSTALLED WORK

The Government will be installing water management equipment prior to the Beneficial Occupancy Date. The Contractor will be required to coordinate with the Contracting Officer on installation schedule..

1.7 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within the construction site.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Provide a system for property control in the salvage plan. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

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PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

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DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SPECIAL SCHEDULING REQUIREMENTS

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

1.3.1.1 Subcontractors and Personnel Contacts

1.3.1.2 No Smoking Policy

1.3.2 Working Hours

1.3.3 Work Outside Regular Hours

1.3.4 Occupied Building(s)

1.3.5 Utility Cutovers and Interruptions

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 14 00 Page 1 100% CORRECTED FINAL

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The new Headquarters building and new Maintenance Shop must be ready for operation as approved by Contracting Officer before work is started on the demolition of the existing Administrative building, existing Headquarters building, and existing Maintenance building. which would interfere with normal operation.

b. The existing Administrative building, existing Headquarters building and existing Maintenance building will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

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

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

SECTION 01 14 00 Page 2 100% CORRECTED FINAL

1.3.1.2 No Smoking Policy

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

1.3.2 Working Hours

Regular working hours to be established by the Contracting Officer.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Occupied Building(s)

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

The Government will remove and relocate other Government property in the areas of the buildings scheduled to be demolished.

1.3.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

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

c. Interruption to telephone service and electric service are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

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

SECTION 01 14 00 Page 3 100% CORRECTED FINAL

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 14 00 Page 4 100% CORRECTED FINAL

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 CONTRACT COST BREAKDOWN

1.4 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.4.1 Submission of Invoices

1.4.2 Final Invoice

1.5 SINGLE JOB PAYMENT ITEMS

1.5.1 Mobilization and Demobilization

1.5.1.1 Payment

1.5.1.2 Unit of Measure

1.5.2 Schafer Dam Headquarters and Maintenance Shop

1.5.2.1 Payment

1.5.2.2 Unit of Measure

1.5.3 1.5.3.1 1.5.3.2

1.6 UNIT PRICE PAYMENT ITEMS

1.6.1 Excavation

1.6.1.1 Payment

1.6.1.2 Measurement

1.6.1.3 Unit of Measure

1.6.2 Riprap

1.6.2.1 Payment

1.6.2.2 Measurement

1.6.2.3 Unit of Measure

1.6.3 Deformed Steel Bars for Concrete Reinforcement

1.6.3.1 Payment

1.6.3.2 Measurement

1.6.3.3 Unit of Measure

1.7 CONTAMINATED SOIL REMOVAL

1.7.1 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

3.2 INVOICE SUBMISSION PROCEDURES

3.2.1 Procedure

3.2.2 Documents

-- End of Section Table of Contents --

SECTION 01 20 00 Page 1 100% CORRECTED FINAL

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

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.

ASTM INTERNATIONAL (ASTM)

ASTM A615/A615M (2022) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

1.2 SUBMITTALS

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

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

SD-03 Product Data

Weight Certificates

1.3 CONTRACT COST BREAKDOWN

Furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts.

Unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This Contract cost breakdown will be utilized as the basis for progress payments.

1.4 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.4.1 Submission of Invoices

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

Submit monthly invoices and supporting forms for work performed through the anniversary award date of the Contract to the Contracting Officer within 5 calendar days of the date of invoice. For example, if Contract award date

SECTION 01 20 00 Page 2 100% CORRECTED FINAL is the 7th of the month, the date of each monthly invoice is the 7th and the submit the invoice by the 12th of the month.

1.4.2 Final Invoice

a. Ensure a final invoice is accompanied by the certification per DFARS

252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, ensure the Final Release contains the corporate seal. Ensure an officer of the corporation signs and the corporate secretary certifies the Final Release.

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

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

1.5 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this Contract for which job payments will be made are listed in the BIDDING PROPOSAL SCHEDULE and described below. Costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing plant, labor, materials, and equipment, and performing associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing work required for which separate payment is not otherwise provided.

1.5.1 Mobilization and Demobilization

1.5.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Contract Requirement PAYMENT FOR

MOBILIZATION AND DEMOBILIZATION.

1.5.1.2 Unit of Measure

Unit of measure: job.

1.5.2 Schafer Dam Headquarters and Maintenance Shop

1.5.2.1 Payment

Payment will be made for costs associated with operations necessary for construction of the Schafer Dam Headquarters and Maintenance Shop facility complex including flammable storage and storage shed buildings and demolition of existing facilities.1.5.2.2 Unit of MeasureUnit of measure:

SECTION 01 20 00 Page 3 100% CORRECTED FINAL job.1.5.3

1.5.3.1 1.5.3.2 1.6 UNIT PRICE PAYMENT ITEMS

Payment items are listed in the BIDDING PROPOSAL SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing plant, labor, materials, and equipment, and performing associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing work for each of the unit price items.

1.6.1 Excavation

1.6.1.1 Payment

Payment will be made for costs associated with excavation for the structures, which includes performing excavation and other operations incidental thereto, Contractor-furnished disposal area(s) and disposition of excess excavated material and unsuitable and frozen materials.

1.6.1.2 Measurement

The total quantity of excavated material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for overdepth excavation or for the removal of material outside the required slope lines unless authorized.

1.6.1.3 Unit of Measure

Unit of measure: cubic yard.

1.6.2 Riprap

1.6.2.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing, and constructing the stone protection as specified.

1.6.2.2 Measurement

Measure riprap for payment by the ton 2,000 pounds by weighing each truckload to the nearest 0.1 ton, and the final quantity of the whole sum is rounded to the nearest whole ton. Weigh the riprap for payment on approved scales before being placed in the work. Quarry weights will not be accepted. Use scales of sufficient length to permit simultaneous weighing of all axle loads. Ensure scales are inspected, tested, and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. Certify scales located at the site of the work as to accuracy by an acceptable scales company representative prior to weighing riprap. Ensure scales are checked and certified before riprap hauling and rechecked and recertified whenever a variance is suspected. Furnish the scales. If commercial scales are readily available in close proximity, 10 miles of site of work, the Contracting Officer may approve the use of the scales.

Weigh riprap in the presence of the Government representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite.

SECTION 01 20 00 Page 4 100% CORRECTED FINAL

1.6.2.3 Unit of Measure

Unit of measure: ton(2,000 pounds).

1.6.3 Deformed Steel Bars for Concrete Reinforcement

1.6.3.1 Payment

Payment will be made for costs associated with furnishing, transporting, delivering, and placing deformed steel bars for concrete reinforcement, which includes steel in laps as indicated. No payment will be made for the additional steel in laps which are authorized. No separate payment will be made for accessories; include payment in the unit price for the items of work to which the accessories are incidental.

1.6.3.2 Measurement

Ensure the measured lengths of deformed steel bars for concrete reinforcement are converted to weights for the size of bars listed by the use of the nominal weights per lineal foot specified in ASTM A615/A615M.

1.6.3.3 Unit of Measure

Unit of measure: per pound in place.

1.7 CONTAMINATED SOIL REMOVAL

Payment items are listed in the BIDDING PROPOSAL SCHEDULE and described below. Ensure the unit price and payment made for each item listed constitutes full compensation for furnishing plant, labor, materials, and equipment, and performing associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing work for each of the unit price items.

1.7.1 Unit of Measure

Unit of measure: cubic yard.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

Furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts.

Unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This cost breakdown is used as the basis for progress payments.

3.2 INVOICE SUBMISSION PROCEDURES

References include USACE QMS, Payments under Fixed-Price Construction Contracts, and Prompt Payment for Construction Contracts.

SECTION 01 20 00 Page 5 100% CORRECTED FINAL

3.2.1 Procedure

a. The payment request process to begin with the scheduling meeting.

Section 01 32 01 PROJECT SCHEDULE states: "Use the schedule as the basis for determining contract earnings during each update period and therefore the amount of each progress payment." Meet with the QA Representative or Project Engineer each month and ensure mutual agreement to the quantities and lump sum percentages to be invoiced prior to the Contractor's official invoice being submitted to the Administrating Office.

b. Print a copy of the Contractor's Pay Request Form from RMS to record the mutually agreed upon quantities and percentages. NOTE: Contractor earnings cannot be projected. Ensure this form is signed and dated by the QA Representative and the Contractor. Consideration will be given to safety, submittals, Contractor Quality Control (CQC), acceptable work, as well as overall progress. In the case of deficient work, consider withholding the cost of removal and reconstruction.

c. Submit a preliminary payment request worksheet to the Quality Assurance (QA) Representative. This document is printed from RMS, which lists the pay activities for which payment is requested and Contractor action items for example outstanding submittals, payrolls, and quality control items. Submit back-up documentation if applicable, such as surveys, concrete calculations, weight tickets for tonnage items, and similar submittals.

d. Meet with the QA Representative to determine if the preliminary pay request and corresponding back-up is acceptable. The QA Representative to enter the approved percentages or quantities on the preliminary pay request worksheet, ensuring that consideration has been made to Contractor action items that have not been completed or corrected.

Ensure both parties sign and date the last page.

e. Submit the formal pay request package to the Administrating Office (original) and the QA Representative (copy), incorporating changes made on the preliminary pay request on or before the 10th of the month.

Enter the pay request into RMS.

3.2.2 Documents

Pay request packages to include the following documents:

a. Prompt Payment Certification and Requested Earnings printed from RMS and wet signed.

b. Preliminary payment request worksheet, signed and dated by both parties.

c. Required back-up, if applicable (such as survey, cross-sections, and weight tickets.).

d. Updated approved schedule (progress chart or NAS with narrative report as specified).

e. Safety Exposure Report (entered and printed from RMS).

f. Current Submittal Register (hard copy not required, will be verified in

RMS).

SECTION 01 20 00 Page 6 100% CORRECTED FINAL

g. Current QC Test Log (hard copy not required, will be verified in RMS).

h. Certified Payrolls (prime and subs at all tiers) entered in RMS and submitted to the Administrating Office.

If the progress payment request is missing any of the above items or imports into RMS, the Administrating Office will notify the Contractor within 7 days and suspend the processing of the progress payment until the missing information has been received. The invoice will not be considered acceptable until a complete pay request package has been submitted and imports performed. Upon receipt of an acceptable invoice, the invoice is stamped 'RECEIVED'. The due date for making payment is 14 days after the designated billing office receives a proper complete payment request.

-- End of Section --

SECTION 01 20 00 Page 7 100% CORRECTED FINAL

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Schedule Status Reports

3.1.2 Default Terms

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail

3.3.2 Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Tasks

3.3.5 Government Activities

3.3.6 Standard Activity Coding Dictionary

3.3.6.1 Workers Per Day (WRKP)

3.3.6.2 Responsible Party Coding (RESP)

3.3.6.3 Area of Work Coding (AREA)

3.3.6.4 Modification Number (MODF)

3.3.6.5 Bid Item Coding (BIDI)

3.3.6.6 Phase of Work Coding (PHAS)

3.3.6.7 Category of Work Coding (CATW)

3.3.6.8 Feature of Work Coding (FOW)

3.3.7 Contract Milestones and Constraints

3.3.7.1 Project Start Date Milestone and Constraint

3.3.7.2 End Project Finish Milestone and Constraint

3.3.7.3 Interim Completion Dates and Constraints

3.3.7.3.1 Start Phase

3.3.7.3.2 End Phase

3.3.8 Calendars

3.3.9 Open Ended Logic

3.3.10 Default Progress Data Disallowed

SECTION 01 32 01 Page 1 100% CORRECTED FINAL

3.3.11 Out-of-Sequence Progress

3.3.12 Added and Deleted Activities

3.3.13 Original Durations

3.3.14 Leads, Lags, and Start to Finish Relationships

3.3.15 Retained Logic

3.3.16…