ATT_B_-_Specifications.pdf

Headquarters III Corps, Fort Hood Directorate of Public Works (DPW)

Technical Exhibit “B”

Create New Electrical Requirements Contract

SPECIFICATIONS

February 03, 2016

Contract No. W91151-16-C-XXXX

Directorate of Public Works Engineering Division

US Army, III Corps 4612 Engineer Dr.

Fort Hood, TX 76544

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 19 PAGES

2016 OEE Specs Update

01 32 01.00 10 SD-01 Preconstruction Submittals

3.4.2 GInitial Project Schedule

3.4.1 GProgram Project Schedule

3.4.3 GPeriodic Schedule Update

01 35 13 SD-01 Preconstruction Submittals

1.4.7 GSupport Subcontractor Awards

1.5.2 GDigging And Water Use Permits

1.5.3 GStorm Water Prevention Pollution

Plan (SWPPP)

1.5.6 GWater Use Permit

1.5.1 GFort Hood Airfield Access

1.5.4 GTraffic Control Plan

1.5.5 GArmy Radiation Permit

1.5.8 GUtility Metering Permit

GRange Passes

1.5.10.1 GAT Level I Training

1.5.10.4 GOPSEC Training

01 35 23.00 40 SD-01 Preconstruction Submittals

1.3.1 GContractor's Health and Safety

Plan SD-06 Test Reports

1.14Gas Protection SD-07 Certificates

1.3.2Protection Plan 1.11License Certificates

01 35 29 SD-01 Preconstruction Submittals

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AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

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01 35 29 GActivity Hazard Analysis

1.13 GCrane Critical Lift Plan

GCrane Operators GConfined Space Entry Permit

SD-06 Test Reports Accident Reports

1.11.1Regulatory Citations and Violations

01 45 01.00 20 SD-01 Preconstruction Submittals

3.1 G3-Key Personal

GQuality Control Plan (QCP) 01 57 20.00 10 SD-01 Preconstruction Submittals

3.4.1Air Permits

3.8.1 GEnvironmental Manager

SD-11 Closeout Submittals Contractor Hazardous Material Inventory and Consumption Log

3.4.1 GAir Permits

Refrigerant Equipment Service Log

Emissions Inventory Questionnaire for New Sources

3.4.2Emission Inventory 3.9.2Recycle Weight Tickets 3.9.3Construction Waste Tickets

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 19 PAGES

01 77 00 SD-10 Operation and Maintenance Data

GEquipment/Product Warranty List SD-11 Closeout Submittals

GCertification of EPA Designated Items

GForm DD1354 (and Appendix D where applicable)

GVideos GFinal Operation and Maintenance

Manuals GFinal Record Drawings GInventory of Contractor Furnished and Installed Equipment 02 41 00 SD-01 Preconstruction Submittals

GDemolition Plan GUtility Cut and Cap Plan

SD-07 Certificates Asbestos and Lead Based Paint Notification Forms submitted to Texas Department of State Health Services

FIO

SD-11 Closeout Submittals Receipts

FIO

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 19 PAGES

03 20 00.00 10 SD-01 Preconstruction Submittals G[Butt-Splices

SD-02 Shop Drawings

3.1 G[Reinforcement

SD-04 Samples 2.3.2Epoxy-Coated Bars

SD-07 Certificates 2.3Reinforcing Steel 1.3.1Qualified Welders 1.3.2Qualification of Steel Bar

Butt-Splicers 03 30 00 SD-02 Shop Drawings

1.4.2.1 GReinforcing steel

SD-05 Design Data

2.3.1 Gmix design

SD-06 Test Reports

3.12.2.2Compressive strength tests

FIO

3.12.2.1Slump Tests SD-07 Certificates

2.5.1Reinforcing Bars

FIO

07 84 00 SD-03 Product Data 2.1Firestopping Materials

26 05 00.00 40 SD-06 Test Reports 3.14Continuity Test

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 19 PAGES

26 05 00.00 40 3.14Phase-Rotation Tests 26 05 73.00 40 SD-03 Product Data

2.2Enclosures 2.3Circuit Breakers 2.4Fuses 3.1Control Devices 2.5Protective Relays

Indicating Lights SD-06 Test Reports Dielectric Tests Timing Test Insulation Power Factor Test

SD-10 Operation and Maintenance Data

2.3Circuit Breakers 2.5Protective Relays

26 09 23.00 40 SD-03 Product Data 2.1Photoconductive Control Devices 2.2Time Switches

SD-08 Manufacturer’s Instructions 2.1Light-Sensitive Control Devices 2.2Time Switches

26 12 00 SD-03 Product Data 2.2Pad-mounted transformers 1.5.1Transformers

SD-06 Test Reports

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 6 OF 19 PAGES

26 12 00 3.6.1Acceptance checks and tests SD-07 Certificates

2.4.1Transformer losses SD-10 Operation and Maintenance Data

1.5.1Transformer(s) SD-11 Closeout Submittals Transformer test schedule

26 23 00 SD-03 Product Data 2.2Switchboard

SD-06 Test Reports 2.5.2Switchboard design tests 2.5.3Switchboard production tests 3.5.1Acceptance checks and tests

SD-10 Operation and Maintenance Data

1.5.1Switchboard Operation and Maintenance

SD-11 Closeout Submittals 1.5.2Assembled Operation and

Maintenance Manuals 2.5.1Equipment Test Schedule

Request for Settings 26 24 16.00 40 SD-03 Product Data

2.1Panelboards 2.3Directory Card and Holder

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 19 PAGES

26 24 16.00 40 Filtered Panelboard SD-08 Manufacturer’s Instructions

2.1Panelboards 26 24 19.00 40 SD-03 Product Data

2.1Motor-Control Centers 2.3Motor-Control Centers 2.4Motor-Control Centers 2.3Motor Control Units 2.5Motor Control Units

SD-08 Manufacturer’s Instructions 2.3Motor Control Units 2.5Motor Control Units 2.5Protective Devices

26 26 00.00 40 SD-01 Preconstruction Submittals 1.4Material, Equipment and Fixture

Schedule SD-02 Shop Drawings

2.1Fabrication Drawings 3.1Installation Drawings

SD-03 Product Data 2.2Wood Poles 2.3Crossarms and Timbers 2.4Crossarm Braces 2.5Hardware, Pins, and Racks 2.6Insulators 2.7Guys

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 19 PAGES

26 26 00.00 40 2.1Accessories SD-07 Certificates

2.2Wood Poles 2.3Crossarms and Timbers 2.4Crossarm Braces 2.5Hardware, Pins, and Racks 2.6Insulators 2.7Guys 2.1Accessories

26 27 13.10 30 SD-03 Product Data

2.4 GPower meters

2.4.3 GCurrent

2.4.2 GPotential transformer

2.5.2 GCommunications module

GProtocol modules GData recorder GModem

SD-06 Test Reports

3.2.1 GAcceptance checks and tests

SD-10 Operation and Maintenance Data

2.4 GPower meters

2.5.2 GCommunications module

GProtocol modules GData recorder GModem

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 19 PAGES

26 27 13.10 30 SD-11 Closeout Submittals

3.2.2 GSystem function verification

26 27 26.00 40 SD-03 Product Data 2.1Conduit, Raceways and Fittings 2.2Wire and Cable 2.3Safety Switches 2.4Flush Wiring Devices 2.5Boxes and Fittings 2.6Communication Cabinets

26 28 16.00 40 SD-03 Product Data 1.3Equipment and Performance

Data 2.2Contacts 2.3Indicating Lights 2.4Terminal Board 2.7Enclosures 2.8Accessories

SD-08 Manufacturer’s Instructions 2.3Automatic Transfer Switch

26 29 23 SD-02 Shop Drawings 1.5.1Schematic diagrams 1.5.2Interconnecting diagrams 1.5.3Installation drawings

SD-03 Product Data 2.1Variable frequency drives 2.3Wires and cables

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 10 OF 19 PAGES

26 29 23 1.5.4Equipment schedule SD-06 Test Reports

3.2.1VFD Test 3.2.2Performance Verification Tests 3.2.3Endurance Test

SD-08 Manufacturer’s Instructions 1.5.5Installation instructions

SD-09 Manufacturer’s Field Reports

2.5.1VFD Factory Test Plan 1.5.6Factory test results

SD-10 Operation and Maintenance Data

2.1Variable frequency drives 26 51 00 SD-03 Product Data

2.1 G FIOFluorescent lighting fixtures

Fluorescent electronic ballasts

FIO

2.1.5 GFluorescent lamps

Dimmer switch

2.6Photocell switch 2.7Exit signs 2.8Emergency lighting equipment

Occupancy sensors 1.6.2.1Energy Efficiency

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 11 OF 19 PAGES

26 51 00 SD-10 Operation and Maintenance Data

1.7Operational Service 31 23 00.00 20 SD-01 Preconstruction Submittals

1.7.1Shoring and Sheeting Plan 1.7.2Dewatering work plan 1.5Blasting

SD-06 Test Reports

1.6 G[Borrow Site Testing

3.17.2.1Fill and backfill 3.17.2.2Select material 3.17.2.3Porous fill 3.17.2.4Density tests 3.17.2.5Moisture Content Tests

31 32 11 SD-02 Shop Drawings 3.2.2Layout

3.2.4Obstructions Below Ground 2.5.12.1Seed Establishment Period 3.6Maintenance Record

SD-03 Product Data 2.2.2Geosynthetic Binders

2.1Recycled Plastic 2.3.3Wood Cellulose Fiber 2.3.4Paper Fiber

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 12 OF 19 PAGES

31 32 11 2.3.9Mulch Control Netting and Filter Fabric

2.3.10Hydraulic Mulch 2.5.11Erosion Control Blankets Type XI 2.4Geotextile Fabrics 2.7Aggregate 2.6.1Synthetic Grid Systems 2.8Articulating Cellular Concrete

Block Systems 1.1Equipment 3.1.1Finished Grade 2.5Erosion Control Blankets

SD-04 Samples 2.2.2Geosynthetic binders 2.3Mulch 2.3.10Hydraulic mulch 2.4Geotextile fabrics 2.5Erosion control blankets 2.6.1Synthetic grid systems 2.8Articulating Cellular Concrete

Block Systems SD-06 Test Reports

2.2.2Geosynthetic Binders 2.3.10Hydraulic Mulch 2.4Geotextile Fabrics 2.5Erosion Control Blankets

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 13 OF 19 PAGES

31 32 11 2.6.1Synthetic Grid Systems 2.8Articulating Cellular Concrete

Block Systems 2.8Compressive Strength Testing 2.7Sand 2.7Gravel

SD-07 Certificates 3.3.12.1Fill Material 2.3Mulch 2.3.10Hydraulic Mulch 2.4Geotextile Fabrics 2.2.2Geosynthetic Binders 2.2.1Synthetic Soil Binders 1.5.1Installer's Qualification 2.1Recycled Plastic 2.5.12Seed 2.3.8Asphalt Adhesive 2.3.11Tackifier 2.3.6Wood By-Products 2.3.3Wood Cellulose Fiber

SD-10 Operation and Maintenance Data

3.6.2Maintenance Instructions SD-11 Closeout Submittals

1.5.3.1Local/Regional Materials 2.1Recycled Plastic

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 14 OF 19 PAGES

31 32 11 2.3.3Wood Cellulose Fiber 2.3.4Paper Fiber 2.3.9Mulch Control Netting and Filter

Fabric

2.3.10 G[Hydraulic Mulch

2.5.11Erosion Control Blankets Type XI

2.4 G[Geotextile Fabrics

2.7Aggregate

32 31 13 SD-03 Product Data 2.3Fabric 3.6Fabric 2.14Wire Ties

Hog Rings Posts Gate Assembly

SD-07 Certificates 2.2Zinc Coating 2.3Fabric 3.6Fabric 2.15Concrete

33 71 01.00 40 SD-03 Product Data 2.6Conductors 2.5Insulators 2.2.7Concrete poles 2.2.6Steel poles 2.2.1Wood Poles

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 15 OF 19 PAGES

33 71 01.00 40 2.21Nameplates 3.1.9Pole top switch 2.14Recloser 2.15Sectionalizer 2.11Cutouts 2.16Metering equipment 2.16.3Meters 2.10Surge arresters 2.8.2Guy strand 2.8.5Anchors

SD-05 Design Data 2.2.7Concrete poles 2.2.6Steel poles

Power-Installed Screw Foundations

SD-06 Test Reports 1.5.4Wood Crossarm Inspection

Report 1.5.4.1Field Test Plan 3.5Field Quality Control 1.5.3Ground resistance test reports

SD-07 Certificates 2.2.7Concrete poles 2.2.6Steel poles 2.2.1Wood poles 2.3.1Wood crossarms

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 16 OF 19 PAGES

33 71 01.00 40 SD-09 Manufacturer’s Field Reports

2.22.2routine and other tests SD-10 Operation and Maintenance Data

1.6.1Operation and Maintenance Manuals

33 71 01 SD-03 Product Data

2.6 G[Conductors

2.5 G[Insulators

2.2.3 G[Concrete poles

2.2.2 G[Steel poles

2.2.1Wood Poles

2.24 G[Nameplates

3.1.10 G[Pole top switch

2.17 G[Recloser

2.18 G[Sectionalizer

2.13 G[Cutouts

2.15 G[Transformer

2.19 G[Metering equipment

2.19.3 G[Meters

2.12 G[Surge arresters

2.8Guy strand 2.10Anchors

SD-05 Design Data

2.2.3 G[Concrete poles

SUBMITTAL REGISTER

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33 71 01 2.2.2 G[Steel poles

3.1.4.2 G[Power-Installed Screw

Foundations SD-06 Test Reports

1.5.4Wood Crossarm Inspection Report

1.5.4.1 G[Field Test Plan

3.6 G[Field Quality Control

1.5.3 G[Ground resistance test reports

SD-07 Certificates

2.2.3 G[Concrete poles

2.2.2 G[Steel poles

2.2.1 G[Wood poles

2.3.1 G[Wood crossarms

2.15.1 G[Transformer Losses

SD-09 Manufacturer’s Field Reports

2.25.2 G[routine and other tests

SD-10 Operation and Maintenance Data

1.6.1 G[Operation and Maintenance

Manuals

SD-11 Closeout Submittals

2.25.1 G[Transformer test schedule

33 71 02 SD-02 Shop Drawings GAluminum conductors

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 18 OF 19 PAGES

33 71 02 1.4.1 GPrecast underground structures SD-03 Product Data

2.5 GMedium voltage cable

2.7 GMedium voltage cable joints

2.6 GMedium voltage cable

terminations

2.8 GLive end caps

GPrecast concrete structures Sealing Material

3.5.3Pulling-In Irons GManhole frames and covers GHandhole frames and covers GFrames and Covers for Airfield

Facilities GDuctile Iron Frames and Covers for Airfield Facilities

2.12.2 GComposite/fiberglass handholes

2.13 GCable supports

2.17 GProtective Devices and

Coordination SD-06 Test Reports

2.18.2 GMedium voltage cable

qualification and production tests

3.19.1 GField Acceptance Checks and

Tests

2.18.1 GArc-proofing test

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 19 OF 19 PAGES

33 71 02 3.3 GCable Installation Plan and Procedure

SD-07 Certificates GCable splicer/terminator GCable Installer Qualifications GCertificate of Conformance

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AD001636P Electrical Requirements Contract February 03, 2016 Technical Exhibit B For Bidding Purposes Only

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 23.00 40 OWNER SAFETY REQUIREMENTS

01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 45 01.00 20 QUALITY CONTROL (QC)

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 77 00 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE DATA

01 80 00 UTILITIES

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 20 00.00 10 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 84 00 FIRESTOPPING

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 73.00 40 OVERCURRENT PROTECTIVE DEVICES

26 09 23.00 40 LIGHTING CONTROL DEVICES

26 12 00 TRANSFORMERS

26 23 00 SWITCHBOARDS AND SWITCHGEAR

26 24 16.00 40 PANELBOARDS

26 24 19.00 40 MOTORS AND MOTOR-CONTROL CENTERS

26 26 00.00 40 POWER DISTRIBUTION UNITS

26 27 13.10 30 ELECTRIC METERS

26 27 26.00 40 WIRING DEVICES

26 28 16.00 40 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 51 00 INTERIOR LIGHTING

DIVISION 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

31 32 11 SOIL SURFACE EROSION CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 13 CHAIN LINK FENCES AND GATES

DIVISION 33 - UTILITIES

33 71 01.00 40 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

PROJECT TABLE OF CONTENTS Page 1

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 Project Location

The work shall be located at various locations on Fort Hood, Texas, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work to be performed under this contract consists of furnishing all labor, materials, and equipment to provide Interior Electrical Services in permanent and mobilization buildings (exclusive of family housing areas) and Exterior Electrical Services (inclusive of family housing areas) at Fort Hood, Texas.

Electrical Services shall be performed without de-energizing primary power lines and/or building service. Nominal primary power line voltages are 12,470 volts phase to phase and 7200 volts phase to neutral. Nominal secondary voltages are 120, 208, 240, 277, and 480 volts, both single phase and three phase.

This contract will be used to provide miscellaneous electrical services to all areas of the Fort Hood Military Reservation at Fort Hood, Texas, encompassing the tasks identified in the bid schedule (ATT-A), and includes the installation of new or replacement of existing vacuum circuit breakers, single and three phase primary overhead and underground electrical distribution lines, wood and steel poles, down guys, overhead guys, anchors, cross arms, insulators, new and rebuilt pole and pad mounted transformers, fused cutouts, lightning arrestors, steel reinforced concrete transformer pads, gang operated air switches, primary and secondary electrical metering, single and three phase overhead and underground secondary, roadway lighting, high mast lighting, flood lighting, ball field lighting, solar lighting fixtures, pole-mounted obstruction light fixtures, steel reinforced concrete base foundations for steel poles, lighting controllers, continuity testing of ammo bunkers, ammunition holding areas and railheads, static ground testing for fuel tankers, static ground installations for fuel tankers, lightning aerial rods, painting of static grounding points, service risers, service laterals, wiring gutters, panel boards, circuit breakers, fused safety switches, switch racks, dry type transformers, conduits, trenching, primary and secondary conductors and cables, extra heavy duty power cords, receptacles, outlets, hand holes, core drilling, tele-power poles, interior and exterior light fixtures, emergency battery and lamp supply units, exit signs and light switches.

As-built drawings in CAD format are required at the conclusion of each project (task order), as identified in the contract's special provisions and specifications. Additionally, ATT-T shall be completed at the conclusion of each project (task order) for all electrical points of interest identified on ATT-T that is applicable to each project (task order).

SECTION 01 11 00

1.2.2 Project Duration

Contract performance period, defined as date of contract award to completion of all contractual obligations is: CALENDAR DAYS.

1.3 CONTRACT DRAWINGS

The following drawings accompany this specification and are a part thereof.

G-101 Cover

One set of solicitation documents, including plans, specifications, and miscellaneous data, will be furnished to the contractor on CD in Adobe PDF format. After award, one set of Adobe PDF contract drawings and PDF specifications, and one set of Microstation format drawings (if available) will be furnished to the Contractor on CD. Reference publications will not be furnished. Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.

1.4 OCCUPANCY OF PREMISES

Building(s) will and will not be occupied during performance of work under this Contract.

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

1.5 PROJECT CONSTRUCTION SIGN

The project sign, as identified in the contract drawings, shall be placed on the construction site within 2 working days after contract notice to proceed (NTP). The project sign may be secured in place using temporary means until digging permit can be granted, at which time sign shall be installed per contract drawings.

1.6 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.

1.7 LOCATION OF UNDERGROUND UTILITIES

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

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

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 32 01.00 10

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.

Federal Acquisition Regulation

52.236-15 Schedules for Construction Contracts 52.211-13 Time Extensions

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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Initial Project Schedule; G

Program Project Schedule; G

Periodic Schedule Update; G

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating (activity status) and preparation of reports. The authorized representative shall be experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

SECTION 01 32 01.00 10

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. Reports from the programming software shall be formatted to

PDF.

Scheduling software shall be Primavera, Microsoft Project, or similar product.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to Special Requirements Section, 00800 PROGRESS SCHEDULES AND REPORTS.. 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 must actively participate in its development.

Subcontractors and suppliers working on the project must also contribute in developing and maintaining an 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. The following information shall be shown at the top of the project schedule (format in Appendix A):

a. Contract number

b. Contractor's name and address

c. Notice To Proceed (NTP) Date

d. Contract Completion Date

e. Government Project Number

f. Government Project Title

g. Contracting Officer's name, with signature and date approved blocks

h. COR's name, with signature and date approved blocks

i. Contractor Project Manager name, with signature and date approved

j. Cost associated with each work element

k. Percentage of total project cost for each work element

l. Performance period scheduled in bi-weekly periods

3.1.1 Approved Project Schedule

The approved Project Schedule shall be used to measure the performance period of the work and to aid in evaluating time extensions. The schedule shall provide the basis for all progress payments. If the Contractor fails to submit the schedule within the time prescribed, the COR may withhold approval of progress payments until the Contractor submits the required schedule.

3.1.2 Schedule Progress Reports

Provide a bi-weekly Schedule Progress Report in which the performance period coincides with the approved Projects Schedule. The Schedule Progress Report is to be a signed original and two copies. If, in the opinion of the COR, the Contractor falls behind the approved schedule, the Contractor shall 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 planned, and to submit for approval any supplementary schedule or schedules as the Contracting Officer deems necessary to demonstrate how the approved rate of progress shall be regained. The following information shall be provided in each progress report(format in Appendix A):

a. Contract number

b. Contractor's name and address

c. Notice To Proceed (NTP) Date

d. Biweekly Report Number (sequential)

e. Contract Completion Date

f. Project Number

g. COR's name, with signature and date approved blocks

h. Contractor Project Manager name, with signature and date approved

i. Performance Period covered

j. Total % actual work completed by work element for contract

k. Total % scheduled work completed by work element for contract

l. If required, narrative justifying deviations from approved schedule

3.1.3 Default Terms

Failure of the Contractor to comply with the requirements of the Contracting Officer shall 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 schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

3.2.1 Activity Cost Loading

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

Provide additional documentation to demonstrate reasonableness if requested by the COR.

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the schedule 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 as allowed by the contract a percent of pay request amount from each payment period until such revisions to the project schedule have been made.

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 shall 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 as they apply to the project.

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

b. Long procurement activities

c. Submission of Dig Permit

d. Submission and approval of O and M manuals

e. Submission and approval of as-built drawings.

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

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

h. Submission of TAB specialist design review report.

i. Submission and approval of fire protection specialist.

j. Air and water balancing.

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 submission of building commissioning report and subsequent contract completion.

l. Building commissioning - Functional Performance Testing.

m. Controls testing plan submission.

n. Controls testing.

o. Performance Verification testing.

p. 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.

w. Final Clean Up.

x. SWPPP Closeout.

y. Traffic Control Plan.

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.

3.3.6 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 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 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 it should be assigned 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 days provided in the contract clause TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. The assignment of the non-work days should be over a seven-day week since weather records are compiled on seven-day weeks, which will cause some of the weather related non-work days to fall on weekends.

3.3.8 Work Hours

Construction contracts are calculated in calendar days (see SF 1442, Block 11). The contractor is allowed to work on weekends, as necessary, to demonstrate adequate progress is being made and adhere to the approved progress schedule. Coordination of work outside the normal working hours of 7:30 a.m. to 4:30 p.m., Monday through Friday (excluding Federal holidays), shall be made directly with the Contracting Officer of record under this contract. Accommodation for quality assurance surveillance presence on the job site outside normal working hours is required, and requests to work outside the normal working hours must be submitted to the Contracting Officer in writing, at least 72 hours in advance of the work schedule. To the maximum extent practicable, the contractor should develop its progress schedule on the basis of a 5-day work week. Work at the construction site should no later than 8:00 a.m. (contingent upon the availability of facilities), with daily cleanup beginning no earlier than 4:00 p.m. each work day.

3.3.9 Open Ended Logic

Only two open ended activities are allowed: the first activity "NTP Acknowledged" 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 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. Activity(ies) may be declared 100 percent complete upon the Government's verification of completion and correction of all punch list work identified during Government pre-final inspection(s).

3.3.18.1 As-Built Drawings

If there is no separate contract line item (CLIN) for as-built drawings, cost load the "Submission and approval of as-built drawings" activity 1 percent of the present contract value. Activity will be declared 100 percent complete upon the Government's approval.

3.3.18.2 O & M Manuals

Cost load the "Submission and approval of O & M manuals" activity not less than 1 percent of the present contract value. Activity will be declared 100 percent complete upon the Government's approval of all O & M manuals.

3.3.18.3 Mob/Demob

If cost loaded for Mobilization there shall be equal or greater for Demobilization.

3.3.19 Anticipated Adverse Weather

Reference Section 00700, FAR 52.249-10: The following schedule lists adverse weather delays (due to precipitation) as calculated by the National Oceanic and Atmospheric Administration (NOAA) and will constitute the base line for monthly weather time extension evaluations. The contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities. Wind is not considered in this Schedule and shall not be considered an excusable delay unless exterior work tasks are foregone due to health and safety issues experienced during extremely high wind conditions. No weather delays are allowed for interior work.

ADVERSE WEATHER DELAYS:

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

4 4 4 4 6 4 3 3 4 4 3 4

3.3.20 Federal Holidays

The following days are legal holidays for the Federal Government. Under normal conditions, no construction work will be authorized on a Federal holiday. Exceptions may be granted, on a case by case basis, and only when it is determined by the Contracting Officer to be in the best interest of the Government. Requests for exception must be provided, in writing, to the Contracting Officer no later than three business days prior to the holiday the contractor desires to work. The Government will render a decision in the matter no later than one business day prior to the scheduled holiday.

Federal Holidays

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

When a designated legal holidays falls on a Sunday, the following Monday will be observed as a legal holiday. When a legal holiday falls on a Saturday, the preceding Friday is observed as a holiday.

This list of holidays relates to Government duty days, and is not intended to supplement or otherwise alter the provisions of the Davis Bacon Act General Decision regarding paid holidays.

The contractor is NOT entitled to observe installation training holidays or other time off given to Government employees by Executive Order or other lawful order of the President of the United States.

The following table lists the number of federal holidays, by month that the contractor will not work (except as described above). When the contract's stated period of performance includes months where federal holidays are observed, the period of performance has been adjusted to allow extra time for those holidays. Compensation of time is shown below:

Federal Holidays

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3.3.21 Early Completion Schedule and the Right to Finish Early

An Early Completion Schedule is an Initial Project Schedule (IPS) that indicates all scope of the required contract work will be completed before the contractually required completion date.

a. No IPS indicating an Early Completion will be accepted without being fully resource-loaded (including crew sizes and manhours) and the Government agreeing that the schedule is reasonable and achievable.

b. The Government is under no obligation to accelerate work items it is responsible for to ensure that the early completion is met nor is it responsible to modify incremental funding (if applicable) for the project to meet the contractor's accelerated work.

3.4 PROJECT SCHEDULE SUBMISSIONS

Provide the submissions as described below. If the Contractor fails or refuses to furnish the information and schedule updates as set forth herein, then the Contractor will be deemed not to have provided an estimate upon which a progress payment can be made.

Review comments made by the Government on the schedule(s) do not relieve the Contractor from compliance with requirements of the Contract Documents.

3.4.1 Program Project Schedule

Submit the Program Project Schedule for approval monthly at the first bi-weekly of the month. The schedule must demonstrate a reasonable and realistic sequence of the various task orders awarded under the contract.

3.4.2 Initial Project Schedule Submission

Submit the Initial Project Schedule for approval 5 calendar days after notice to proceed is issued. The schedule must demonstrate a reasonable and realistic sequence of activities which represent all work through the entire contract performance period. No payment will be made for work items not fully detailed in the Project Schedule.

3.4.3 Periodic Schedule Update

Update the Project Schedule on a regular basis. Provide a Periodic Schedule Update bi-weekly with request for payment.

a. Update information including Actual Start Dates (AS), Actual Finish Dates (AF), Remaining Durations (RD), and Percent Complete is subject to the approval of the Government at the meeting.

b. AS and AF dates must match the date(s) reported on the Contractor's Quality Control Report for an activity start or finish.

3.5 SUBMISSION REQUIREMENTS

Submit the following items for the Initial Schedule, and every Periodic Schedule Update throughout the life of the project:

3.5.1 Schedule Reports

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