A10. J3_DRAFT SPECIFICATIONS, 12970224R0036.pdf

US Department of Agriculture (USDA)

Specifications

SAN FRANCISQUITO FIRE STATION & BARRACKS CONSTRUCTION

DRAFT O

NLY

USFS SAN FRANCISQUITO CANYON FIRESTATION & BARRACKS 2358

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 20 00 PRICE AND PAYMENT PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 03 - CONCRETE

03 15 10 EXPANSION, CONTRACTION AND CONSTRUCTION JOINTS IN CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 42 13 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 21 00 STEEL JOIST FRAMING

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 50 14 STRUCTURAL METAL FABRICATIONS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 10 COUNTERS AND CASEWORK

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 12 00 BUILT-UP BITUMINOUS WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 41 13 METAL ROOF PANELS

07 60 00 FLASHING AND SHEET METAL

07 61 14 STEEL STANDING SEAM ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

PROJECT TABLE OF CONTENTS Page 2

DIVISION 08 - OPENINGS

08 01 52 OPERATION AND MAINTENANCE OF WOOD WINDOWS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 36 13 SECTIONAL OVERHEAD DOORS

08 52 00 WOOD WINDOWS

08 60 45 SKYLIGHTS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC TILING

09 65 00 RESILIENT FLOORING

09 65 66 RESILIENT ATHLETIC FLOORING

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 BUILDING(S) DESIGNED BY OTHERS

DIVISION 21 - FIRE SUPPRESSION

21 13 13 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

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 11 20 FACILITY GAS PIPING

23 30 00 HVAC AIR DISTRIBUTION

23 80 20 GAS-FIRED HEATING EQUIPMENT

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

PROJECT TABLE OF CONTENTS Page 3

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

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 27 13.10 ELECTRIC METERS

26 28 01 COORDINATED POWER SYSTEM PROTECTION

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

AUXILIARIES

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

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 14 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 00 00 TELECOMMUNICATION ROOM GUIDE

27 05 00 COMMON WORK RESULTS FOR COMMUNICATION SYSTEMS

27 05 26 GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS

27 05 28 PATHWAYS FOR COMMUNICATIONS SYSTEMS

27 05 36 CABLE TRAYS FOR COMMUNICATION SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 11 00 COMMUNICATION EQUIPMENT ROOM FITTINGS

27 12 00 COMMUNICATIONS COPPER AND FIBER OPTIC NETWORK CABLING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 49 CARBON MONOXIDE DETECTORS

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE BASE COURSE

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 84 10 IRRIGATION SYSTEMS

32 92 33 GRASS SEEDING AND EROSION CONTROL

32 93 10 TREE PLANTING

32 93 12 PLANTING AND LANDSCAPING

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 16 15 WATER STORAGE STEEL TANKS

33 16 16 POTABLE WATER STORAGE STEEL TANKS

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

PROJECT TABLE OF CONTENTS Page 4

33 51 15 LIQUEFIED PETROLEUM GAS DISTRIBUTION PIPELINES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 34 - TRANSPORTATION

34 71 13.16 VEHICLE CRASH BARRIERS

DIVISION 46 - WATER AND WASTEWATER EQUIPMENT

46 30 00 WATER AND WASTEWATER CHEMICAL FEED SYSTEMS

46 61 13 PRESSURE MEDIA FILTRATION EQUIPMENT

46 61 14 CARTRIDGE FILTRATION EQUIPMENT

46 61 15 ARSENIC REMOVAL FILTRATION EQUIPMENT

-- End of Project Table of Contents --

01 00 00 - 1 DRAFT FINAL

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 PAYMENT

1.2 REFERENCES

1.3 SUBMITTALS

1.4 SCRAP MATERIAL

1.5 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

1.6 PRICING OF CONTRACTOR-FURNISHED PROPERTY

1.7 GENERAL SAFETY REQUIREMENTS

1.8 TEMPORARY ELECTRIC WIRING

1.8.1 Temporary Power and Lighting

1.8.2 Construction Equipment

1.8.3 Circuit Protection

1.9 UTILITIES

1.10 PLANNED UTILITY OUTAGES AND STREET CLOSURES

1.11 EXCAVATION PERMITS

1.12 AREAS OF RADAR RADIATION HAZARD

1.13 HAZARDOUS NOISE AREA

1.14 COLOR SCHEME FOR CONTRACTOR FACILITIES

1.15 RED ZONE MEETING

1.16 NON CONTRACT WORK

1.17 DAMAGE TO ROADS

1.17.1 Documentation Regarding Potential Damage to Access Routes

1.17.1.1 Preconstruction Quantity Survey Plan

1.17.1.2 Preconstruction Access Road Survey

1.17.1.3 Post-Construction Access Road Survey

1.18 FINAL EXAMINATION AND ACCEPTANCE

1.19 ENVIRONMENTAL LITIGATION

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

-- End of Section Table of Contents --

01 00 00 - 2 DRAFT FINAL

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 PAYMENT

No separate payment will be made for the work covered under this Section and all costs in connection therewith will be considered a subsidiary obligation.

1.2 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 (2020) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.3 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. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Preconstruction Quantity Survey Plan; G

Preconstruction Access Road Survey

SD-11 Closeout Submittals

Post-construction Access Road Survey

1.4 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 he has made due allowance for value, if any, of such scrap in the Contract price.

1.5 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Prior to completion of the Contract, obtain and furnish to the Contracting

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Officer's representative written guarantees for all the equipment and/or appliances furnished under the Contract. Furnish with each guarantee:

The name, address, and telephone number of the guarantor's representative nearest to the location where the equipment and/or 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.

1.6 PRICING OF CONTRACTOR-FURNISHED PROPERTY

Promptly furnish and require any subcontractor or supplier to furnish, in like manner, unit prices and descriptive data required by the Government for Property Record purposes of fixtures and equipment furnished and/or installed by the Contractor or subcontractor, except prices do not need to be provided for Government-Furnished Property. List this information on Resident Management System (RMS) Contractor Quality Control (CQC) Module furnished by the Government. See example forms at the end of this Section.

1.7 GENERAL SAFETY REQUIREMENTS

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

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1.8 TEMPORARY ELECTRIC WIRING

1.8.1 Temporary Power and Lighting

Provide construction power facilities in accordance with the safety requirements of the NFPA 70 and EM 385-1-1. Enforce all the safety requirements of electrical extensions for the work of all subcontractors.

All work to be accomplished by skilled electrical tradesmen in a workmanlike manner, as approved by the Contracting Officer.

1.8.2 Construction Equipment

In addition to the requirements of EM 385-1-1, all temporary wiring conductors installed for operation of construction tools and equipment must be 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.

1.8.3 Circuit Protection

In addition to the present requirements in EM 385-1-1 and NFPA 70, all 15 and 20-ampere receptacle outlets used for obtaining power during construction are to 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 will not be permitted as a substitute for usage of GFCI'S except as described above. All generator-powered 15- and 20-ampere, 60 Hertz receptacle outlets will 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.

1.9 UTILITIES

It is anticipated that pole lines, signs, pipelines and private improvements that would interfere with or are to be replaced by new construction will be removed to new locations by the owners (or by the State of California or its agents) in advance of construction operations.

Notify the Contracting Officer at least 30 calendar days in advance of the date on which work will be started requiring the removal of such utilities or private improvements. Take care to preserve and protect any such improvements from injury or damage during construction operations. Assume full responsibility for reimbursing the owners for any damage to their properties, utilities, or improvements, or interference with their services caused through construction operations. Should such damage be found to have been caused without the Contractor's fault or negligence an equitable adjustment in the amount due under the Contract will be made under the applicable CONTRACT CLAUSES.

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1.10 PLANNED UTILITY OUTAGES AND STREET CLOSURES

Power outages to be restricted to off-duty hours and weekends. Other utilities may be connected and streets closed during normal working hours with the outage duration and street closure as short as possible. All outages and street closures are to be scheduled as far in advance as possible with the Contracting Officer and in no case less than 14 days before the outage or closure. Obtain in writing from the Contracting Officer a statement or schedule giving the permissible times of utility outages or road closures for particular installations and the maximum time allowed for such outage. Strictly observe such schedules and will be held responsible for any violations.

1.11 EXCAVATION PERMITS

All excavation permits will be issued to the Contractor from the Directorate of Engineering and Housing (DEH), through the Contracting Officer. The appropriate form, for this request, may be obtained from the Contracting Officer. Processing time required is 14 calendar days.

Questions concerning the excavation permit should be directed to the Contracting Officer.

a. General:

Reference is made to the article of the Contract entitled "Permits and Responsibilities," which obligates the Contractor to obtain all required licenses and permits.

1.12 AREAS OF RADAR RADIATION HAZARD

The work under this Contract is to be performed in, or in the vicinity of, areas that may be hazardous at times due to radar radiation. Construction activities and Contractor's personnel cannot be allowed within such areas without prior arrangement with and the approval of the Contracting Officer. Maintain a close working relationship with the Contracting Officer's representative and govern his activities within such areas as said representative may arrange with operating personnel of the Air Force.

1.13 HAZARDOUS NOISE AREA

Work area for this Contract is located within a high noise area and can be hazardous to the human ear. Provide adequate ear protection as may be required for Contractor's personnel at the job site.

1.14 COLOR SCHEME FOR CONTRACTOR FACILITIES

a. All Contractor 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.

1.15 RED ZONE MEETING

Approximately 42 days prior to anticipated furniture installation and anticipated Beneficial Occupancy Date (BOD), the Contractor and the Government's project delivery team will 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

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fiscal project close-out.

1.16 NON CONTRACT WORK

Do not perform any work or erect any structure for third parties, landowners or otherwise, within the limits of the rights-of-way without prior approval of the Contracting Officer.

1.17 DAMAGE TO ROADS

Preserve and protect all existing private or project access or right-of-way roads. At the completion of work and prior to the Contractor leaving the project, he is to restore to pre-project conditions all such roads. Repairs include replacement of base rock and/or surface treatment as required. Refer also to paragraph PROTECTION OF TRAFFIC in Section

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTORLS.

1.17.1 Documentation Regarding Potential Damage to Access Routes

1.17.1.1 Preconstruction Quantity Survey Plan

Complete and submit a Preconstruction Quantity Survey Plan stating the names of personnel and license number who will be performing the Preconstruction Access Road Survey and the Post-Construction Access Road Survey. Include the procedures to follow in conducting the surveys.

1.17.1.2 Preconstruction Access Road Survey

Complete and submit a Preconstruction Access Road Survey including digital video and digital photographs of all public, private, and project access or right-of-way roads before construction begins. Submit two copies of the survey, the digital video, and the digital photographs before the start of construction operations. Video is to be in a digital format.

Photographs are to be digital.

1.17.1.3 Post-Construction Access Road Survey

After completion of construction of the project, submit a Post-Construction Access Road Survey including digital video and digital photographs of the same area where preconstruction digital video and digital photographs were taken. Submit two copies of the survey, the digital video, and digital photographs.

1.18 FINAL EXAMINATION AND ACCEPTANCE

a. As soon as practicable after the completion of the entire work or any section thereof (if the work is divided into sections) as in the opinion of the Contracting Officer will not be subject to damage by further operations under the Contract, such work will be thoroughly examined at the cost and expense of the Government by sounding or by sweeping, or both, as determined by the Contracting Officer. Should any shoals, lumps, or other lack of Contract depth be disclosed by this examination the Contractor will be required to remove same by dragging the bottom or by dredging at the Contract rate for dredging, but if the bottom is soft and the shoal areas are small and form no material obstruction to navigation, the removal of such shoal may be waived by the discretion of the Contracting Officer. The Contractor or his authorized representative will be notified when soundings and/or sweepings are to be made, and will be permitted to accompany

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the survey party. When the area is found to be in a satisfactory condition, it will be accepted finally. Should more than two sounding or sweeping operations by the Government over an area be necessary by reason of work for the removal of shoals disclosed at a prior sounding or sweeping, the cost of such third and any subsequent sounding or sweeping operations will be charged against the Contractor at the rate of $1,000.00 per day for each day in which the Government plant is engaged in sounding or sweeping and/or is enroute to or from the site or held at or near the said site for such operations.

b. Final acceptance of the whole or a part of the work and the deductions or corrections of deductions made thereon will not be reopened after having once been made, except on evidence of collusion, fraud, or obvious error, and the acceptance of a completed section cannot change the time of payment of the retained percentages of the whole or any part of the work.

1.19 ENVIRONMENTAL LITIGATION

a. If the performance of all or any part of the work is suspended, delayed, or interrupted due to an order of a court of competent jurisdiction as a result of environmental litigation, as defined below, the Contracting Officer, at the request of the Contractor, is to determine whether the order is due in any part to the acts or omissions of the Contractor or a subcontractor at any tier not required by the terms of this Contract. If it is determined that the order is not due in any part to acts or omissions of the Contractor or a subcontractor at any tier other than as required by the terms of this Contract, such suspension, delay, or interruption is to be considered as if ordered by the Contracting Officer in the administration of this Contract under the terms of the SUSPENSION OF WORK clause of this Contract. The period of such suspension, delay or interruption is unreasonable, and an adjustment is to be made for any increase in the cost of performance of this Contract (excluding profit) as provided in that clause, subject to all the provisions thereof.

b. The term "environmental litigations" as used herein, means a lawsuit alleging that the work will have an adverse effect on the environment or that the Government has not duly considered, either substantively or procedurally, the effect of the work on the environment.

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

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

CLOSEOUT SUBMITTALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

Provide five conformed hard copy sets reproduced from the PDF Contract Documents provided by the Contracting Officer at the time of award. The hard copy drawings must be two sets of ANSI D (22" x 34")and three sets of half size (11" x 17") 3-hole punched and bound with metal posts. The five sets of specifications must be standard letter (8-1/2" x 11") 3-hole

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punched and bound with metal posts. Submit these documents within 5 work days of the receipt of the AWARD documents from the Government.

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01 20 00 - 1 DRAFT FINAL

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

1.1 UNIT PRICE PAYMENT ITEMS

1.1.1 Base Item 0001 Fire Station Building

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 Base Item 002 Fire Pump House

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 Base Item 0003 Waterline

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.4 Base Item 0004 Civil Work and Supporting Facilities

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.5 Option Item 001 Barracks Building

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.6 Option Item 002 Landscaping and Irrigation

1.1.6.1 Payment

1.1.6.2 Unit of Measure

1.1.7 Option Item 003 New Well and Waterline Extension

1.1.7.1 Payment

1.1.7.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

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SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

1.1 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the PRICING SCHEDULE and described below. All 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 all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Base Item 0001 Fire Station Building

1.1.1.1 Payment

Payment will be made for costs associated with operations necessary for construction of the Fire Station complete with all Contractor-furnished/Contractor-installed and Government-furnished/Contractor-installed furnishings, fixtures, and equipment and all associated appurtenances not addressed in any of the other payment items under this contract and all supporting facilities including paving, access road, water tank, generator & LPG tank, retaining walls, on the Fire Station sides of the lot. The Septic system and Landscape will be included. The Fire Station payment shall constitute full compensation for Base Item No. 0001, New Fire Station.

1.1.1.2 Unit of Measure

Unit of measure: job.

1.1.2 Base Item 002 Fire Pump House

1.1.2.1 Payment

Payment will be made by percentage of work completed.

1.1.2.2 Unit of Measure

Unit of measure: job.

1.1.3 Base Item 0003 Waterline

1.1.3.1 Payment

Payment will be made for costs associated with operations necessary for construction of the Waterline, extending from the Bouquet Aqueduct to the Fire Station property complete with all Contractor-furnished/Contractor-installed and furnishings, fixtures, and equipment and all associated appurtenances not addressed in any of the other payment items under this contract. Payment

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shall constitute full compensation for Base Item No. 0003, Waterline.

1.1.3.2 Unit of Measure

Unit of measure: job.

1.1.4 Base Item 0004 Civil Work and Supporting Facilities

1.1.4.1 Payment

Payment will be made by percentage of work completed.

1.1.4.2 Unit of Measure

Unit of measure: job.

1.1.5 Option Item 0001 Barracks Building

1.1.5.1 Payment

Payment will be made by percentage of work completed.

1.1.5.2 Unit of Measure

Unit of measure: job.

1.1.6 Option Item 0002 Landscaping and Irrigation

1.1.6.1 Payment

Payment will be made by percentage of work completed.

1.1.6.2 Unit of Measure

Unit of measure: job.

1.1.7 Option Item 0003 New Well and Waterline Extension

1.1.7.1 Payment

Payment will be made by percentage of work completed.

1.1.7.2 Unit of Measure

Unit of measure: job. DRAFT O

01 20 00 - 4 DRAFT FINAL

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

The Contractor must 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 its 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. Any 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 then be utilized as the basis for progress payments to the Contractor.

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SECTION TABLE OF CONTENTS

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

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 Required

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

rlopez 2024-02-26 06:12:45 EDIT to remove Primavera software requirements

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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 Percent Complete

3.3.17 Remaining Duration

3.3.18 Cost Loading of Closeout Activities

3.3.18.1 As-Built Drawings

3.3.18.2 O & M Manuals

3.3.19 Anticipated Adverse Weather

3.3.20 Early Completion Schedule and the Right to Finish Early

3.4 CONTRACTS WITH MULTIPLE BUILDINGS/FACILITIES

3.5 PROJECT SCHEDULE SUBMISSIONS

3.5.1 Preliminary Project Schedule Submission

3.5.2 Initial Project Schedule Submission

3.5.3 Periodic Schedule Updates

3.6 SUBMISSION REQUIREMENTS

3.6.1 Data Optical Discs

3.6.2 Narrative Report

3.6.3 Schedule Reports

3.6.3.1 Activity Report

3.6.3.2 Logic Report

3.6.3.3 Total Float Report

3.6.3.4 Earnings Report by CLIN

3.6.3.5 Schedule Log

3.6.4 Network Diagram

3.6.4.1 Continuous Flow

3.6.4.2 Project Milestone Dates

3.6.4.3 Critical Path

3.6.4.4 Banding

3.6.4.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.7 PERIODIC SCHEDULE UPDATE

3.7.1 Periodic Schedule Update Meetings

3.7.2 Update Submission Following Progress Meeting

3.8 WEEKLY PROGRESS MEETINGS

3.9 REQUESTS FOR TIME EXTENSIONS

3.9.1 Justification of Delay

3.9.2 Submission Requirements

3.9.3 Time Impact Analysis (Prospective Analysis)

3.9.4 Forensic Schedule Analysis (Retrospective Analysis)

3.9.5 Fragmentary Network (Fragnet)

3.9.6 Time Extension

3.9.7 Impact to Early Completion Schedule

3.10 FAILURE TO ACHIEVE PROGRESS

3.10.1 Artificially Improving Progress

3.10.2 Failure to Perform

3.10.3 Recovery Schedule

3.11 OWNERSHIP OF FLOAT

3.12 TRANSFER OF SCHEDULE DATA INTO RMS CM

3.13 PRIMAVERA P6 MANDATORY REQUIREMENTS

-- End of Section Table of Contents --

01 32 01 - 3 DRAFT FINAL

SECTION 01 32 01

PROJECT SCHEDULE

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.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. 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-01 Preconstruction Submittals

Project Scheduler Qualifications; G

Bar Chart Schedule

Project Schedule; G

Preliminary Project Schedule; G

Initial Project Schedule; G

Data Optical Discs

Periodic Schedule Update; G

Justification of Delay; G

Time Impact Analysis; G

Forensic Schedule Analysis; G

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Schedule Status Report; G

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative to have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative to have a comprehensive knowledge of CPM scheduling principles and application.

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

Software used, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

2.1.2 Contractor Software

Scheduling software used by the Contractor to be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required SDEF file to be created and supported by the software manufacturer.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15, Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel to actively participate in its development. Subcontractors and suppliers working on the project to also contribute in developing and maintaining an DRAFT O

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accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules. Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.1.1 Schedule Status Reports

Provide a Schedule Status Report on at least a monthly basis. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, take steps necessary to improve its progress including those that may be required by the Contracting Officer, without additional cost to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules as the Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.

3.1.2 Default Terms

Failure of the Contractor to comply with the requirements of the Contracting Officer to be grounds for a determination, by the Contracting Officer, that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the Contract.

Upon making this determination, the Contracting Officer may terminate the Contractor's right to proceed with the work, or any separable part of it, in accordance with the default terms of the Contract.

3.2 BASIS FOR PAYMENT AND COST LOADING

The approved Project Schedule is the basis for determining Contract earnings during each update period and therefore the amount of each progress payment. Lack of an approved schedule update, or qualified scheduling personnel, will result in the inability of the Contracting Officer to evaluate Contract earned value for the purposes of payment.

Failure to provide all required information will result in the disapproval of the preliminary, initial and subsequent schedule updates. The aggregate value of all activities coded to a Contract Line Item Number (CLIN) to equal the value of the CLIN.

3.2.1 Activity Cost Loading

Activity cost loading to be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

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3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities are to have Original Durations (OD) greater than 20 work days or 30 calendar days.

3.3.3 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Submission, review and acceptance of features require design completion.

c. Submission of mechanical/electrical/information systems layout drawings.

d. Long procurement activities

e. Submission and approval of O & M manuals.

f. Submission and approval of as-built drawings.

g. Submission and approval of DD1354 data and installed equipment lists.

h. Submission and approval of testing and air balance (TAB).

i. Submission of TAB specialist design review report.

j. Submission and approval of fire protection specialist.

k. Submission and approval of Building Commissioning Plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with the Contract commissioning requirements. All tasks associated with all building testing and commissioning will be completed prior to

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submission of building commissioning report and subsequent Contract completion.

l. Air and water balancing.

m. Building commissioning - Functional Performance Testing.

n. Controls testing plan submission.

o. Controls testing.

p. Performance Verification testing.

q. Other systems testing, if required.

r. Contractor's pre-final inspection.

s. Correction of punch list from Contractor's pre-final inspection.

t. Government's pre-final inspection.

u. Correction of punch list from Government's pre-final inspection.

v. Final inspection.

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements. Show Government approval of shop drawings activities with at least the minimum duration allowed by the Contract.

Failure to provide reasonable durations in the schedule for Government activities does not establish or change the Government's review or approval path periods and the durations established for Government's activities are subject to approval by the Contracting Officer.

Allow 60 calendar days total duration prior to current Contract completion date for the following activities. Refer to Section 01 45 00 QUALITY CONTROL. Include and properly schedule the following critical tasks:

a. Submission of Contractor Quality Control (CQC) for all mechanical/electrical/information systems tests.

b. Government QA for all mechanical systems acceptance/operational tests.

c. Government QA for all electrical systems acceptance/operational tests.

d. CQC completion inspection of the entire project.

e. Contractor works off CQC punchlist.

f. Prefinal inspection performed when the facility is completed such that it can be used for it intended function, as determined by the Contracting Officer.

g. Contractor works off prefinal punchlist.

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h. Final/acceptance inspection of the entire project.

i. Contractor works off final punchlist.

3.3.6 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11. This exact structure is mandatory. Develop and assign all Activity Codes to activities as detailed herein. A template SDEF compatible schedule backup file is available on the RMS CM web site: http://rms.usace.army.mil.

The SDEF format is as follows:

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

*Some systems require that FEATURE OF WORK values be placed in several activity code fields. The notation shown is for Primavera P6. Refer to the specific software guidelines with respect to the FEATURE OF WORK field requirements.

3.3.6.1 Workers Per Day (WRKP)

Assign Workers per Day for all field construction or direct work activities, if directed by the Contracting Officer. Workers per day is based on the average number of workers expected each day to perform a task for the duration of that activity.

3.3.6.2 Responsible Party Coding (RESP)

Assign responsibility code for all activities to the Prime Contractor, Subcontractor(s) or Government agency(ies) responsible for performing the activity.

a. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Property/Equipment (GFP) and Notice to Proceed (NTP) for phasing requirements.

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b. Activities cannot have more than one Responsibility Code. Examples of acceptable activity code values are: DOR (for the designer of record);

ELEC (for the electrical subcontractor); MECH (for the mechanical subcontractor); and GOVT (for USACE).

3.3.6.3 Area of Work Coding (AREA)

Assign Work Area code to activities based upon the work area in which the activity occurs. Define work areas based on resource constraints or space constraints that would preclude a resource, such as a particular trade or craft work crew from working in more than one work area at a time due to restraints on resources or space. Examples of Work Area Coding include different areas within a floor of a building, different floors within a building, and different buildings within a complex of buildings.

Activities cannot have more than one Work Area Code.

Not all activities are required to be Work Area coded. A lack of Work Area coding indicates the activity is not resource or space constrained.

3.3.6.4 Modification Number (MODF)

Assign a Modification Number Code to any activity or sequence of activities added to the schedule as a result of a Contract Modification, when approved by Contracting Officer. Key all Code values to the Government's modification numbering system. An activity can have only one Modification Number Code.

3.3.6.5 Bid Item Coding (BIDI)

Assign a Bid Item Code to all activities using the Contract Line Item Number (CLIN) to which the activity belongs, even when an activity is not cost loaded. An activity can have only one BIDI Code.

3.3.6.6 Phase of Work Coding (PHAS)

Assign Phase of Work Code to all activities. Examples of phase of work are procurement phase and construction phase. Each activity can have only one Phase of Work code.

a. Code proposed fast track design and construction phases proposed to allow filtering and organizing the schedule by fast track design and construction packages.

b. If the Contract specifies phasing with separately defined performance periods, identify a Phase Code to allow filtering and organizing the schedule accordingly.

3.3.6.7 Category of Work Coding (CATW)

Assign a Category of Work Code to all activities. Category of Work Codes include, but are not limited to construction submittal, procurement, fabrication, weather sensitive installation, non-weather sensitive installation, start-up, and testing activities. Each activity can have no more than one Category of Work Code.

3.3.6.8 Feature of Work Coding (FOW)

Assign a Feature of Work Code to appropriate activities based on the

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Definable Feature of Work to which the activity belongs based on the approved QC plan.

Definable Feature of Work is defined in Section 01 45 00 QUALITY CONTROL.

An activity can have only one Feature of Work Code.

3.3.7 Contract Milestones and Constraints

Milestone activities are to be used for significant project events including, but not limited to, project phasing, project start and end activities, or interim completion dates. The use of artificial float constraints such as "zero free float" or "zero total float" are prohibited.

Mandatory constraints that ignore or effect network logic are prohibited.

No constrained dates are allowed in the schedule other than those specified herein. Submit additional constraints to the Contracting Officer for approval on a case by case basis.

3.3.7.1 Project Start Date Milestone and Constraint

The first activity in the project schedule to be a start milestone titled "NTP Executed," which is to have a "Start On" constraint date equal to the date that the NTP is executed by the Contracting Officer.

3.3.7.2 End Project Finish Milestone and Constraint

The last activity in the schedule to be a finish milestone titled "End Project."

Constrain the project schedule to the Contract Completion Date in such a way that if the schedule calculates an early finish, then the float calculation for "End Project" milestone reflects positive float on the longest path. If the project schedule calculates a late finish, then the "End Project" milestone float calculation reflects negative float on the longest path. The Government is under no obligation to accelerate Government activities to support a Contractor's early completion.

3.3.7.3 Interim Completion Dates and Constraints

Constrain contractually specified interim completion dates to show negative float when the calculated late finish date of the last activity in that phase is later than the specified interim completion date.

3.3.7.3.1 Start Phase

Use a start milestone as the first activity for a project phase. Call the start milestone "Start Phase X" where "X" refers to the phase of work.

3.3.7.3.2 End Phase

Use a finish milestone as the last activity for a project phase. Call the finish milestone "End Phase X" where "X" refers to the phase of work.

3.3.8 Calendars

Schedule activities on a Calendar to which the activity logically belongs. Develop calendars to accommodate any Contract defined work period such as a 7-day calendar for Government Acceptance activities, concrete cure times, etc. Develop the default Calendar to match the

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physical work plan with non-work periods identified including weekends and holidays. Develop seasonal Calendar(s) and assign to seasonally affected activities as applicable.

If an activity is weather sensitive, assign it to a calendar showing non-work days on a monthly basis, with the non-work days selected at random across the weeks of the calendar, using the anticipated adverse weather delay work days provided in the Contract clause TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. Assign non-work days over a seven-day week since weather records are compiled on seven-day weeks, which may cause some of the weather related non-work days to fall on weekends.

3.3.9 Open Ended Logic

Only two open ended activities are allowed: the first activity "NTP Executed" must have no predecessor logic, and the last activity -"End Project" must have no successor logic.

Predecessor open ended logic may be allowed in a time impact analyses upon the Contracting Officer's approval.

3.3.10 Default Progress Data Disallowed

Actual Start and Finish dates must not automatically update with default mechanisms included in the scheduling software. Updating of the percent complete and the remaining duration of any activity must be independent functions. Disable program features that calculate one of these parameters from the other. Activity Actual Start (AS) and Actual Finish (AF) dates assigned during the updating process must match those dates provided in the Contractor Quality Control Reports. Failure to document the AS and AF dates in the Daily Quality Control report will result in disapproval of the Contractor's schedule.

3.3.11 Out-of-Sequence Progress

Activities that have progressed before all preceding logic has been satisfied (Out-of-Sequence Progress) will be allowed only on a case-by-case basis subject to approval by the Contracting Officer.

Propose logic corrections to eliminate out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule. Address out of sequence progress or logic changes in the Narrative Report and in the periodic schedule update meetings.

3.3.12 Added and Deleted Activities

Do not delete activities from the project schedule or add new activities to the schedule without approval from the Contracting Officer. Activity ID and description changes are considered new activities and cannot be changed without Contracting Officer approval.

3.3.13 Original Durations

Activity Original Durations (OD) must be reasonable to perform the work item. OD changes are prohibited unless justification is provided and approved by the Contracting Officer.

3.3.14 Leads, Lags, and Start to Finish Relationships

Lags must be reasonable as determined by the Government and not used in

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place of realistic original durations, must not be in place to artificially absorb float, or to replace proper schedule logic.

a. Leads (negative lags) are prohibited.

b. Start to Finish (SF) relationships are prohibited.

3.3.15 Retained Logic

Schedule calculations must retain the logic between predecessors and successors ("retained logic" mode) even when the successor activity(s) starts and the predecessor activity(s) has not finished (out-of-sequence progress). Software features that in effect sever the tie between predecessor and successor activities when the successor has started and the predecessor logic is not satisfied ("progress override") are not be allowed.

3.3.16 Percent Complete

Update the percent complete for each activity started, based on the realistic assessment of earned value. Activities which are complete but for remaining minor punch list work and which do not restrain the initiation of successor activities may be declared 100 percent complete to allow for proper schedule management.

3.3.17 Remaining Duration

Update the remaining duration for each activity based on the number of estimated work days it will take to complete the activity. Remaining duration may not mathematically correlate with percentage found under paragraph entitled Percent Complete.

3.3.18 Cost Loading of Closeout Activities

Cost load the "Correction of punch list from Government pre-final inspection" activity(ies) not less than 1 percent of the present Contract value.