Composite_SpecBook_Final.pdf

WORK ORDER NO.

At the

PREPARED BY:

Architectural: Mechanical:

Civil: Electrical:

Structural:

APPROVED BY:

Specifications:

For Commander, NAVFAC:

Date:

Submitted By: Date:

UNCLASSIFIED/FOR OFFICIAL USE ONLY

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kmagill Text Box Note: Civil specifications include Section 33 11 00 and Section 33 30 00 only.

Design of Repairs at Poseidon Wharf C0666104800 Final Submittal

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 25 SUMMARY OF WORK

01 14 00.00 25 WORK RESTRICTIONS

01 20 00.00 25 PRICE AND PAYMENT PROCEDURES

01 30 00.00 25 ADMINISTRATIVE REQUIREMENTS

01 32 17.00 25 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 35 13.00 25 SPECIAL PROJECT PROCEDURES

01 35 26.00 25 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 25 QUALITY CONTROL

01 50 00.00 25 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19.00 25 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19.00 25 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00.00 25 CLOSEOUT SUBMITTALS

01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 33.13 20 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD

DIVISION 03 - CONCRETE

03 30 59 CAST-IN-PLACE REPAIR CONCRETE

03 31 30 MARINE CONCRETE

03 45 33 PRECAST STRUCTURAL CONCRETE

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 09 - FINISHES

09 97 13.26 COATING OF STEEL WATERFRONT STRUCTURES

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 15 14.00 40 GENERAL SERVICE COMPRESSED-AIR SYSTEMS, LOW PRESSURE

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 33 DOCKSIDE POWER CONNECTION STATIONS

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 08 00 APPARATUS INSPECTION AND TESTING

26 09 23.00 40 LIGHTING CONTROL DEVICES

26 20 00 INTERIOR DISTRIBUTION SYSTEM

PROJECT TABLE OF CONTENTS Page 1 04-01-19

26 27 29 MARINA ELECTRICAL WORK

26 42 13.00 20 CATHODIC PROTECTION BY GALVANIC ANODES

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 62 13.20 PRECAST/PRESTRESSED CONCRETE PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 17 23.00 20 PAVEMENT MARKINGS

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY COLLECTION HOLDING TRANSFER (CHT) AND BILGE/OILY

WASTE (BOW) SEWERS

33 71 02.00 20 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 59 13.14 20 POLYMERIC FENDER PILES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2 04-01-19 kmagill Text Box

APPENDIX A – SUBMITTAL REGISTER

APPENDIX B – ASBESTOS SURVEY

APPENDIX C – LEAD-BASED PAINT (LBP) &

LEAD CONTAINING COMPONENT SURVEY

APPENDIX D – POLYCHLORINATED BIPHENYL (PCB) TESTING

APPENDIX E – TCLP WASTE CHARACTERIZATION

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 01 15

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

1.3 REFERENCE DRAWINGS

-- End of Section Table of Contents --

DOCUMENT 00 01 15

DOCUMENT 00 01 15

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING NO. NAVFAC DWG NO. TITLE

G001 15126164 TITLE, LOCATION & VICINITY MAPS

G002 15126165 DRAWING INDEX

G003 15126166 ABBREVIATIONS & LEGEND

G101 15126167 GENERAL ARRANGEMENT PLAN

G102 15126168 PHASING PLAN

V001 15126169 TOPOGRAPHIC SURVEY

V801 15126170 TOPOGRAPHIC SURVEY

V802 15126171 TOPOGRAPHIC SURVEY

V803 15126172 TOPOGRAPHIC SURVEY

V804 15126173 TOPOGRAPHIC SURVEY

V805 15126174 TOPOGRAPHIC SURVEY

V806 15126175 TOPOGRAPHIC SURVEY

V807 15126176 TOPOGRAPHIC SURVEY

V808 15126177 TOPOGRAPHIC SURVEY

V809 15126178 TOPOGRAPHIC SURVEY

V810 15126179 TOPOGRAPHIC SURVEY

V811 15126180 TOPOGRAPHIC SURVEY

DOCUMENT 00 01 15

DRAWING NO. NAVFAC DWG NO. TITLE

V812 15126181 TOPOGRAPHIC SURVEY

V813 15126182 TOPOGRAPHIC SURVEY

V814 15126183 TOPOGRAPHIC SURVEY

V815 15126184 TOPOGRAPHIC SURVEY

V816 15126185 TOPOGRAPHIC SURVEY

V817 15126186 TOPOGRAPHIC SURVEY

V818 15126187 TOPOGRAPHIC SURVEY

V819 15126188 TOPOGRAPHIC SURVEY

V820 15126189 TOPOGRAPHIC SURVEY

V821 15126190 TOPOGRAPHIC SURVEY

V822 15126191 TOPOGRAPHIC SURVEY

V823 15126192 TOPOGRAPHIC SURVEY

V824 15126193 TOPOGRAPHIC SURVEY

V825 15126194 TOPOGRAPHIC SURVEY

V826 15126195 TOPOGRAPHIC SURVEY

B101 15126196 SOIL BORING LOCATION PLAN

B601 15126197 SOIL BORING LOG SHEET (1 OF 4)

B602 15126198 SOIL BORING LOG SHEET (2 OF 4)

B603 15126199 SOIL BORING LOG SHEET (3 OF 4)

B604 15126200 SOIL BORING LOG SHEET (4 OF 4)

C001 15126201 GENERAL NOTES, LEGEND & ABBREVIATIONS

CD100 15126202 OVERALL UTILITY DEMOLITION & PHASING PLAN

CD101 15126203 UTILITY DEMOLITION PLAN - SHEET 1 OF 4

CD102 15126204 UTILITY DEMOLITION PLAN - SHEET 2 OF 4

CD103 15126205 UTILITY DEMOLITION PLAN - SHEET 3 OF 4

CD104 15126206 UTILITY DEMOLITION PLAN - SHEET 4 OF 4

DOCUMENT 00 01 15

DRAWING NO. NAVFAC DWG NO. TITLE

C300 15126207 OVERALL UTILITY PLAN

C301 15126208 UTILITY PLAN - SHEET 1 OF 4

C302 15126209 UTILITY PLAN - SHEET 2 OF 4

C303 15126210 UTILITY PLAN - SHEET 3 OF 4

C304 15126211 UTILITY PLAN - SHEET 4 OF 4

C501 15126212 DEMOLITION SECTIONS & DETAILS

C502 15126213 NEW WORK SECTIONS & DETAILS

C503 15126214 DETAILS

C504 15126215 DETAILS

S001 15126216 GENERAL NOTES

S002 15126217 DESIGN CRITERIA

S003 15126218 STANDARD DETAILS - SHEET 1 OF 2

S004 15126219 STANDARD DETAILS - SHEET 2 OF 2

SD100 15126220 GENERAL ARRANGEMENT PLAN - DEMOLITION

SD101 15126221 DEMOLITION DECK PLAN - SHEET 1 OF 4

SD102 15126222 DEMOLITION DECK PLAN - SHEET 2 OF 4

SD103 15126223 DEMOLITION DECK PLAN - SHEET 3 OF 4

SD104 15126224 DEMOLITION DECK PLAN - SHEET 4 OF 4

SD301 15126225 DEMOLITION SECTION - SHEET 1 OF 7

SD302 15126226 DEMOLITION SECTION - SHEET 2 OF 7

SD303 15126227 DEMOLITION SECTION - SHEET 3 OF 7

SD304 15126228 DEMOLITION SECTION - SHEET 4 OF 7

SD305 15126229 DEMOLITION SECTION - SHEET 5 OF 7

SD306 15126230 DEMOLITION SECTION - SHEET 6 OF 7

SD307 15126231 DEMOLITION SECTION - SHEET 7 OF 7

SR101 15126232 SUBSTRUCTURE PLAN - SHEET 1 OF 9

DOCUMENT 00 01 15

DRAWING NO. NAVFAC DWG NO. TITLE

SR102 15126233 SUBSTRUCTURE PLAN - SHEET 2 OF 9

SR103 15126234 SUBSTRUCTURE PLAN - SHEET 3 OF 9

SR104 15126235 SUBSTRUCTURE PLAN - SHEET 4 OF 9

SR105 15126236 SUBSTRUCTURE PLAN - SHEET 5 OF 9

SR106 15126237 SUBSTRUCTURE PLAN - SHEET 6 OF 9

SR107 15126238 SUBSTRUCTURE PLAN - SHEET 7 OF 9

SR108 15126239 SUBSTRUCTURE PLAN - SHEET 8 OF 9

SR109 15126240 SUBSTRUCTURE PLAN - SHEET 9 OF 9

SR110 15126241 ABOVE DECK DEFECT PLANS - SHEET 1 OF 3

SR111 15126242 ABOVE DECK DEFECT PLANS - SHEET 2 OF 3

SR112 15126243 ABOVE DECK DEFECT PLANS - SHEET 3 OF 3

SR121 15126244 SEAWALL DEFECT PLAN - SHEET 1 OF 4

SR122 15126245 SEAWALL DEFECT PLAN - SHEET 2 OF 4

SR123 15126246 SEAWALL DEFECT PLAN - SHEET 3 OF 4

SR124 15126247 SEAWALL DEFECT PLAN - SHEET 4 OF 4

SR501 15126248 REPAIR DETAILS - SHEET 1 OF 9

SR502 15126249 REPAIR DETAILS - SHEET 2 OF 9

SR503 15126250 REPAIR DETAILS - SHEET 3 OF 9

SR504 15126251 REPAIR DETAILS - SHEET 4 OF 9

SR505 15126252 REPAIR DETAILS - SHEET 5 OF 9

SR506 15126253 REPAIR DETAILS - SHEET 6 OF 9

SR507 15126254 REPAIR DETAILS - SHEET 7 OF 9

SR508 15126255 REPAIR DETAILS - SHEET 8 OF 9

SR509 15126256 REPAIR DETAILS - SHEET 9 OF 9

SR510 15126257 MOORING HARDWARE REPAIR DETAILS

DOCUMENT 00 01 15

DRAWING NO. NAVFAC DWG NO. TITLE

SR601 15126258 DEFECT TABLES - SHEET 1 OF 4

SR602 15126259 DEFECT TABLES - SHEET 2 OF 4

SR603 15126260 DEFECT TABLES - SHEET 3 OF 4

SR604 15126261 DEFECT TABLES - SHEET 4 OF 4

S100 15126262 GENERAL ARRANGEMENT PLAN - REPAIR

S101 15126263 DECK PLAN - SHEET 1 OF 4

S102 15126264 DECK PLAN - SHEET 2 OF 4

S103 15126265 DECK PLAN - SHEET 3 OF 4

S104 15126266 DECK PLAN - SHEET 4 OF 4

S105 15126267 GENERAL STRIPING PLAN

S111 15126268 DECK UNIT PLAN - SHEET 1 OF 4

S112 15126269 DECK UNIT PLAN - SHEET 2 OF 4

S113 15126270 DECK UNIT PLAN - SHEET 3 OF 4

S114 15126271 DECK UNIT PLAN - SHEET 4 OF 4

S115 15126272 PARTIAL PILE PLAN - SHEET 1 OF 3

S116 15126273 PARTIAL PILE PLAN - SHEET 2 OF 3

S117 15126274 PARTIAL PILE PLAN - SHEET 3 OF 3

S118 15126275 PILE DETAILS

S301 15126276 WHARF SECTION - SHEET 1 OF 2

S302 15126277 WHARF SECTION - SHEET 2 OF 2

S501 15126278 PRECAST DECK PANELS - SHEET 1 OF 2

S502 15126279 PRECAST DECK PANELS - SHEET 2 OF 2

S503 15126280 GIRDER DETAILS - SHEET 1 OF 2

S504 15126281 GIRDER DETAILS - SHEET 2 OF 2

S517 15126282 ENLARGED DECK FRAMING PLAN

DOCUMENT 00 01 15

DRAWING NO. NAVFAC DWG NO. TITLE

S518 15126283 DECK DETAILS - SHEET 1 OF 4

S519 15126284 DECK DETAILS - SHEET 2 OF 4

S520 15126285 DECK DETAILS - SHEET 3 OF 4

S521 15126286 DECK DETAILS - SHEET 4 OF 4

S522 15126287 ABOVE DECK UTILITY TRENCH

S523 15126288 TRENCH COVER DETAILS

S524 15126289 FENDER SYSTEM DETAILS - SHEET 1 OF 2

S525 15126290 FENDER SYSTEM DETAILS - SHEET 2 OF 2

S531 15126291 LADDER DETAILS - SHEET 1 OF 2

S532 15126292 LADDER DETAILS - SHEET 2 OF 2

S533 15126293 MISCELLANEOUS DETAILS

P001 15126294 LEGEND AND GENERAL NOTES

PS101 15126295 COMPOSITE PLAN - PLUMBING

P101 15126296 PARTIAL PLUMBING PLAN - SHEET 1 OF 4

P102 15126297 PARTIAL PLUMBING PLAN - SHEET 2 OF 4

P103 15126298 PARTIAL PLUMBING PLAN - SHEET 3 OF 4

P104 15126299 PARTIAL PLUMBING PLAN - SHEET 4 OF 4

P501 15126300 PIPING DETAILS

E001 15126301 LEGEND AND ABBREVIATIONS

ED100 15126302 OVERALL ELECTRICAL UTILITY DEMOLITION PLAN

ES101 15126303 COMPOSITE PLAN - ELECTRICAL

EL101 15126304 COMPOSITE PLAN - LIGHTING

EL102 15126305 COMPOSITE PLAN - WHARF LIGHTING PHOTOMETRICS

E101 15126306 PARTIAL ELECTRICAL PLAN - SHEET 1 OF 4

E102 15126307 PARTIAL ELECTRICAL PLAN - SHEET 2 OF 4

DOCUMENT 00 01 15

DRAWING NO. NAVFAC DWG NO. TITLE

E103 15126308 PARTIAL ELECTRICAL PLAN - SHEET 3 OF 4

E104 15126309 PARTIAL ELECTRICAL PLAN - SHEET 4 OF 4

E111 15126310 PARTIAL LIGHTING PLAN - SHEET 1 OF 4

E112 15126311 PARTIAL LIGHTING PLAN - SHEET 2 OF 4

E113 15126312 PARTIAL LIGHTING PLAN - SHEET 3 OF 4

E114 15126313 PARTIAL LIGHTING PLAN - SHEET 4 OF 4

E401 15126314 ENLARGED POWER PLAN

E501 15126315 ELECTRICAL DETAILS - SHEET 1 OF 4

E502 15126316 ELECTRICAL DETAILS - SHEET 2 OF 4

E503 15126317 ELECTRICAL DETAILS - SHEET 3 OF 4

E504 15126318 ELECTRICAL DETAILS - SHEET 4 OF 4

ED601 15126319 ONE LINE DIAGRAM - DEMOLITION

E601 15126320 ONE LINE DIAGRAM - RENOVATION

E701 15126321 PANELBOARD SCHEDULES

ET101 15126322 COMPOSITE PLAN - TELECOMMUNICATIONS

CP001 15126323 PILE JACKET SECTION

CP002 15126324 PILE JACKET DETAILS

CP003 15126325 MONITORING PILE DETAILS

1.3 REFERENCE DRAWINGS

The following reference drawings are intended only to show the original construction. Drawings are the property of the Government and shall not be used for any purpose other than that intended by the contract.

Information on procuring these full-size drawings may be obtained from the Contracting Officer.

NAVFAC DWG NO. TITLE

15050958 FENDER SYSTEM REPLACEMENT & UTILITY RELOCATION

88-01-02 AIR FORCE MISSILE TEST CENTER

DOCUMENT 00 01 15

NAVFAC DWG NO. TITLE

5344889 POSEIDON WHARF REPAIRS

DB90540CR001 45 TON PROTAL CRANE RECORD DRAWINGS

-- End of Document --

DOCUMENT 00 01 15

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 25

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.2 OCCUPANCY OF PREMISES

1.3 EXISTING WORK

1.4 SALVAGE MATERIAL AND EQUIPMENT

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00.00 25

SECTION 01 11 00.00 25

SUMMARY OF WORK

NAVFAC SE VERSION

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes structural, utility piping and other miscellaneous repairs at the Poseidon Wharf and incidental related work.

1.1.2 Location

The work is located at the Poseidon Wharf, Naval Ordinance Test Unit, Cape Canaveral, Florida, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 OCCUPANCY OF PREMISES

Building(s) will 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.

1.3 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.

1.4 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within 2 miles of the construction site.

Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

SECTION 01 11 00.00 25

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 11 00.00 25

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.00 25

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SPECIAL SCHEDULING REQUIREMENTS

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

1.3.1.1 Subcontractors and Personnel Contacts

1.3.1.2 NCACS Identification Badges and Installation Access

1.3.1.3 No Smoking Policy

1.3.2 Working Hours

1.3.3 Work Outside Regular Hours

1.3.4 Occupied and Existing Buildings

1.3.5 Utility Cutovers and Interruptions

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 14 00.00 25

SECTION 01 14 00.00 25

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Each berth must be ready for operation as approved by Contracting Officer before work is started on the next berth which would interfere with normal operation.

b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Specific items of work to which this requirement applies include:

(1)

(2)

c. The Poseidon Wharf will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

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

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, SECTION 01 14 00.00 25 correct and change the information contained in previous lists.

1.3.1.2 NCACS Identification Badges and Installation Access

Application for and use of badges will be as directed. Obtain access to the installation by participating in the Navy Commercial Access Control System (NCACS), or by obtaining passes each day from the Base Pass and Identification Office. Costs for obtaining passes through the NCACS are the responsibility of the Contractor. One-day passes, issued through the Base Pass and Identification Office, will be furnished without charge.

Furnish a completed EMPLOYMENT ELIGIBILITY VERIFICATION (DHS FORM I-9) form for all personnel requesting badges. This form is available at http://www.uscis.gov/portal/site/uscis by searching or selecting Employment Verification (Form I-9). Immediately report instances of lost or stolen badges to the Contracting Officer.

a. NCACS Program: NCACS is a voluntary program in which Contractor personnel who enroll, and are approved, are subsequently granted access to the installation for a period up to one year, or the length of the contract, whichever is less, and are not required to obtain a new pass from the Base Pass and Identification Office for each visit.

The Government performs background screening and credentialing.

Throughout the year the Contractor employee must continue to meet background screening standards. Periodic background screenings are conducted to verify continued NCACS participation and installation access privileges. Under the NCACS program, no commercial vehicle inspection is required, other than for Random Anti-Terrorism Measures (RAM) or in the case of an elevation of Force Protection Conditions (FPCON). Information on costs and requirements to participate and enroll in NCACS is available at http://www.rapidgate.com or by calling 1-877-727-4342. Contractors should be aware that the costs incurred to obtain NCACS credentials, or costs related to any means of access to a Navy Installation, are not reimbursable. Any time invested, or price(s) paid, for obtaining NCACS credentials will not be compensated in any way or approved as a direct cost of any contract with the Department of the Navy.

b. One-Day Passes: Participation in the NCACS is not mandatory, and if the Contractor chooses to not participate, the Contractor's personnel will have to obtain daily passes, be subject to daily mandatory vehicle inspection, and will have limited access to the installation.

The Government will not be responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the NCACS.

1.3.1.3 No Smoking Policy

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

1.3.2 Working Hours

Regular working hours will consist of an 8 1/2 hour period established by the Contracting Officer, between 7 a.m. and 3:30 p.m., Monday through Friday, excluding Government holidays.

SECTION 01 14 00.00 25

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

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

1.3.4 Occupied and Existing Buildings

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

The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

1.3.5 Utility Cutovers and Interruptions

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

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

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

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

PART 2 PRODUCTS

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PART 3 EXECUTION

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-- End of Section --

SECTION 01 14 00.00 25

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00.00 25

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 EARNED VALUE REPORT

1.3.1 Data Required

1.3.2 Schedule Instructions

1.3.3 Real Property Assets

1.4 CONTRACT MODIFICATIONS

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

1.5.2 Submission of Invoices

1.5.3 Final Invoice

1.6 PAYMENTS TO THE CONTRACTOR

1.6.1 Obligation of Government Payments

1.6.2 Payment for Onsite and Offsite Materials

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 20 00.00 25

SECTION 01 20 00.00 25

PRICE AND PAYMENT PROCEDURES

NAVFAC SE VERSION

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP-1110-1-8 (2009) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Earned Value Report; G

1.3 EARNED VALUE REPORT

1.3.1 Data Required

This contract requires the use of a cost-loaded Network Analysis Schedule (NAS). The information required for the Schedule of Prices will be entered as an integral part of the Network Analysis Schedule. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer an Earned Value Report (construction contract) as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Earned Value Report from the cost-loaded NAS has been submitted to and accepted by the Contracting Officer. Identify the cost for site work, and include incidental work to the 5 ft line. Identify costs for the building(s), and include work out to the 5 ft line. Work out to the 5 ft line shall include construction encompassed within a theoretical line 5 ft from the face of exterior walls and shall include attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 ft line.

SECTION 01 20 00.00 25

1.3.3 Real Property Assets

The Government will provide the Draft DD Form 1354, Transfer and Acceptance of Military Real Property filled in with the appropriate Real Property Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract. The Contractor shall meet with the Contracting Officer and the Real Property Accounting Officer during the Pre Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to the DD Form 1354. The Contractor shall provide the Interim DD Form 1354 that uses the appropriate division of the RPUIDs/ Category Codes to represent the final constructed facility and include all associated cost.

Coordinate the Contractor's Price and Payment structure with the structure of the RPUIDs/ Category Codes.

Divide detailed asset breakdown into the RPUIDs and related construction Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category Code. Assets and related RPUID/ Category Codes may be modified by the Contracting Officer as necessary during course of the work.

Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.

Cost data accumulated under this section are required in the preparation of DD Form 1354.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause DFARS 252.236-7000, Modification Proposals-Price Breakdown, and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the EP-1110-1-8 .

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

a. Updated Project Schedule and reports required by the contract.

b. Contractor Safety Self Evaluation Checklist.

c. Other supporting documents as requested.

d. Updated copy of submittal register.

e. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

f. Contractor's Subcontractor and supplier payment certification.

g. Materials on Site.

SECTION 01 20 00.00 25

1.5.2 Submission of Invoices

If DFARS Clause 5252.232-7006 is included in the contract, provide the documents listed in paragraph CONTENT OF INVOICE in their entirety as attachments in the Invoicing, Receipt, Acceptance, and Property Transfer (iRAPT) application in the Wide Area Workflow (WAWF) eBusiness Suite for each invoice submitted. The maximum size of each iRAPT attachment is two megabytes, but there are no limits on the number of attachments.

Attachment File Names cannot contain spaces or special characters, except underscore "_". If a document cannot be attached in iRAPT due to system or size restriction, provide it as instructed by the Contracting Officer.

1.5.3 Final Invoice

a. A final invoice shall be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release shall contain the corporate seal. An officer of the corporation shall sign and the corporate secretary shall certify the Final Release.

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

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

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR 32.503-6 Suspension or Reduction of Payments:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to provide up to date record drawings not current as stated in

SECTION 01 20 00.00 25

Contract Clause "FAC 5252.236-9310, Record Drawings."

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings,precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation shall be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Schedule of Prices, Earned Value Report requirement of this contract. Requests for progress payment consideration for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Paymenst Under Fixed-Price Construction Contracts have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation shall be stored either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written approval by the Contracting Officer.

g. Materials in transit to the job site or storage site are not acceptable for payment.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 20 00.00 25

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00.00 25

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 VIEW LOCATION MAP

1.4 PROGRESS AND COMPLETION PICTURES

1.5 MINIMUM INSURANCE REQUIREMENTS

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

1.6.2 Superintendent Qualifications

1.6.2.1 Duties

1.6.3 Non-Compliance Actions

1.7 PRECONSTRUCTION MEETING

1.8 FACILITY TURNOVER PLANNING MEETINGS (NAVFAC Red Zone - NRZ)

1.8.1 NRZ Checklist

1.8.2 Meetings

1.9 PARTNERING

1.9.1 Informal Partnering

1.10 ELECTRONIC MAIL (E-MAIL) ADDRESS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 30 00.00 25

SECTION 01 30 00.00 25

ADMINISTRATIVE REQUIREMENTS

NAVFAC SE VERSION

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map; G

Progress and Completion Pictures; G

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

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1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract.

Provide other insurance coverage as required by State law.

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.6.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.6.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend NAVFAC Red Zone meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION MEETING

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must

SECTION 01 30 00.00 25

also attend.

1.8 FACILITY TURNOVER PLANNING MEETINGS (NAVFAC Red Zone - NRZ)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start the turnover process at the Pre-Construction Conference meeting with a discussion of the NAVFAC Red Zone (NRZ) process and convene at regularly scheduled NRZ Meetings. Include the following in the facility Turnover effort:

1.8.1 NRZ Checklist

a. Contracting Officer's Technical Representative (COTR) will provide the Contractor a copy of the NRZ Checklist template prior to 75 percent completion.

b. Prior to 75 percent completion add/delete critical activities to the NRZ Checklist template as necessary to match the project scope, and schedule critical activities and insert planned completion dates in the NRZ checklist for each critical activity. Present the NRZ Checklist to COTR and review during a regularly scheduled QC Meeting.

1.8.2 Meetings

a. Upon Government acceptance of the NRZ Checklist, the Project Superintendent is required to lead regular NRZ Meetings beginning at approximately 75 percent project completion, or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first.

b. The Contracting Officer will determine the frequency of the meetings, which is expected to increase as the project completion draws nearer.

c. Using the NRZ Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and strategies to ensure work is completed on time.

d. Coordinate with the COTR any upcoming activities that require Government involvement.

e. Maintain the NRZ Checklist by documenting the actual completion dates as work is completed and update the NRZ Checklist with revised planned completion dates as necessary to match progress. Distribute copies of the current NRZ Checklist to attendees at each NRZ Meeting.

1.9 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process

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and a list of key and optional personnel who should attend the Partnering meeting.

1.9.1 Informal Partnering

The Contracting Officer will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Partnering session should be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer and the Contractor (typically a conference room provided by the PWD FEAD/ROICC office or the Contractor). The Initial Informal Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer. The Partners will determine the frequency of the follow-on sessions, at no more than three to six month intervals.

1.10 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 30 00.00 25

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 17.00 25

COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

PART 1 GENERAL

1.1 DESCRIPTION

1.2 SUBMITTALS

1.3 SCHEDULE ACCEPTANCE PRIOR TO START OF WORK

1.4 SOFTWARE

1.5 QUALIFICATIONS

1.6 NETWORK SYSTEM FORMAT

1.6.1 Diagrams

1.6.2 Schedule Activity Properties and Level of Detail

1.6.2.1 Activity Categories

1.6.2.1.1 Procurement Activities

1.6.2.1.2 Government Activities

1.6.2.1.3 Quality Management (QM) Activities

1.6.2.1.4 Construction Activities

1.6.2.1.5 Turnover and Closeout Activities

1.6.2.2 Contract Milestones and Constraints

1.6.2.2.1 Project Start Date Milestones

1.6.2.2.2 Facility Turnover Planning Meeting Milestones

1.6.2.2.3 Substantial Completion Milestone

1.6.2.2.4 Projected Completion Milestone

1.6.2.2.5 Contract Completion Date (CCD) Milestone

1.6.2.3 Work Breakdown Structure & Activity Code

1.6.2.3.1 Work Breakdown Structure (WBS)

1.6.2.3.2 Responsibility Code

1.6.2.3.3 Construction Specification Institute (CSI)

Masterformat Code

1.6.2.3.4 Drawing Code

1.6.2.4 Anticipated Weather Lost Work Days

1.6.2.5 Anticipated Restricted Delays

1.6.2.6 Cost Loading

1.6.2.6.1 Cost Loading Activities

1.6.2.6.2 Quantities and Units of Measure

1.6.3 Schedule Software Settings and Restrictions

1.6.4 Required Tabular Reports

1.7 SUBMISSION AND ACCEPTANCE

1.7.1 Monthly Network Analysis Updates

1.7.2 As-Built Schedule

1.8 CONTRACT MODIFICATION

1.8.1 No Reservation of Rights

1.9 PROJECT FLOAT

1.10 THREE-WEEK LOOK AHEAD SCHEDULE

1.11 CORRESPONDENCE AND TEST REPORTS

1.12 ADDITIONAL SCHEDULING REQUIREMENTS

PART 2 PRODUCTS

SECTION 01 32 17.00 25

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 32 17.00 25

SECTION 01 32 17.00 25

COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

NAVFAC SE VERSION

PART 1 GENERAL

1.1 DESCRIPTION

The Contractor is responsible for scheduling procurement, Contractor quality control and construction, acceptance testing and training. Refer to Specification Section 01 33 00 SUBMITTAL PROCEDURES to determine if any items require Government approval prior to construction; if any are required, include that submittal review time in the schedule.

The schedule is a tool to manage the project, both for Contractor and Government activities. It will also be used to report progress and evaluate time extensions. The Project NAS must be cost-loaded and will provide the basis for progress payments. Use the Critical Path Method (CPM) and the Precedence Diagram Method (PDM) to satisfy time and cost applications. For consistency, when scheduling software terminology is used in this specification, the terms in Primavera's scheduling programs are used.

1.2 SUBMITTALS

The use of a "G" following a submittal indicates that a Government approval action is required. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

SD-01 Preconstruction Submittals

Qualifications; G

Baseline Network Analysis Schedule (NAS); G

SD-07 Certificates

Monthly Network Analysis Schedule Update; G

SD-11 Closeout Submittals

As-Built Schedule; G

1.3 SCHEDULE ACCEPTANCE PRIOR TO START OF WORK

Participate with the Contracting Officer in a preliminary meeting(s) to discuss the proposed schedule and requirements of this section prior to the Contractor preparing the Project Baseline Schedule. Government review comments on the Contractor's schedule(s) do not relieve the Contractor from compliance with requirements of the Contract Documents. Only bonds may be paid prior to acceptance of the Baseline Network Analysis Schedule (NAS) The acceptance of a Baseline NAS is a condition precedent to:

a. The Contractor starting work on the demolition or construction stage(s) of the contract.

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b. Processing Contractor's invoices(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Network Analysis Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets all of the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.4 SOFTWARE

Prepare and maintain project schedules using Primavera P6. Importing data into P6 using data conversion techniques or third party software is cause for rejection of the submitted schedule.

A listing of Primavera P6 settings and parameters which must be used in preparing the Schedules are contained later in this specification section. Deviation from these settings and parameters, without prior consent of the Contracting Officer, is cause for rejection of schedule submission.

1.5 QUALIFICATIONS

The designated Scheduler for the project must have prepared and maintained at least 3 previous schedules of similar size and complexity of this contract using Primavera P3, Primavera SureTrak, or Primavera P6. At least one of the three must be in Primavera P6. Submit a resume outlining the qualifications of the Scheduler. Payment will not be processed until an acceptable Scheduler is provided.

1.6 NETWORK SYSTEM FORMAT

The system must include time-scaled logic diagrams and specified reports.

1.6.1 Diagrams

Provide Time-scaled Logic Diagram printed in color on ANSI D size sheets.

The diagram must clearly show activities on the critical path. Include the following information for each activity:

a. Activity ID

b. Activity Description

c. Original Duration in Work Days

d. Remaining duration in Work Days

e. Physical Percent Complete

f. Start Date

g. Finish Date

h. Total Float

SECTION 01 32 17.00 25

1.6.2 Schedule Activity Properties and Level of Detail

The NAS must identify all Government, Construction Quality Management (CQM), Construction activities planned for the project and all other activities that could impact project completion if delayed. Create separate activities for each Phase, Area, Floor Level and Location the activity is occurring. Activity categories included in the schedule are specified below.

With the exception of the Contract Award and Contract Completion Date (CCD) milestone activities, no activity will be open-ended; each activity must have predecessor and successor ties. No activity must have open start or open finish (dangling) logic. Minimize redundant logic ties.

Once an activity exists on the schedule it must not be deleted or renamed to change the scope of the activity and must not be removed from the schedule logic without approval from the Contracting Officer. While an activity cannot be deleted, where said activity is no longer applicable to the schedule but must remain within the logic stream for historical record, it can be changed to a milestone. Document any such change in the milestone's "Notebook", including a date and explanation for the change.

The ID number for a deleted activity must not be re-used for another activity. Within the Baseline Schedule no more than 20 percent of the activities will be critical or near critical. Critical is defined as having zero days of Total Float. "Near Critical" is defined as having Total Float of 1 to 14 days. Contractor activities must be driven by calendars that reflect Saturdays, Sundays and all Federal Holidays as non-work days.

1.6.2.1 Activity Categories

1.6.2.1.1 Procurement Activities

Examples of procurement activities include, but are not limited to;

Material/equipment submittal preparation, submittal and approval of material/equipment; material/equipment fabrication and delivery, and material/equipment on-site.