ATTACH 1 - Specifications.pdf

Prepared for:

AIR FORCE RESERVE COMMAND

94TH MSG/CEC

884 INDUSTRIAL DRIVE

DOBBINS ARB, GA 30069-4210

Specifications – Final Design Submittal

February 7, 2020

Prepared By:

Repair Spall, Cracks & Joint Seals on C-130 Ramp & Taxiway Delta/Golf, LOX Pad, Install Mooring Points for C-130 Parking

Spots and Repair Overruns & Shoulders

Dobbins Air Reserve Base- Marietta, GA Project No.: FGWB 13-0024

Attachment 1 FA670320B0003

2169des Stamp

Attachment 1 FA670320B0003

Dobbins Air Reserve Base FINAL DESIGN ANALYSIS Repair Ramp, T/Ws, Overruns, Shoulders 07 FEB 2020

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 01 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 56 00 DOBBINS ARB ENVIRONMENTAL REQUIREMENTS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 04 - Not Used

DIVISION 05 - Not Used

DIVISION 06 - Not Used

DIVISION 07 - Not Used

DIVISION 08 - Not Used

DIVISION 09 - Not Used

DIVISION 10 - Not Used

DIVISION 11 - Not Used

DIVISION 12 - Not Used

DIVISION 13 - Not Used

DIVISION 14 - Not Used

DIVISION 21 - Not Used

DIVISION 22 - Not Used

DIVISION 23 - Not Used

DIVISION 25 - Not Used

PROJECT TABLE OF CONTENTS Page 1

DIVISION 26 - Not Used

DIVISION 27 - Not Used

DIVISION 28 - Not Used

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 13.63 GILSONITE MODIFIED ASPHALT EMULSION SEAL COATS

32 01 17.61 SEALING CRACKS IN ASPHALT PAVING

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 01 19.61 RESEALING OF JOINTS IN RIGID PAVEMENT

32 01 29.61 PARTIAL DEPTH PATCHING OF RIGID PAVING

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

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

32 13 14.13 CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY

PAVEMENTS

32 17 23 PAVEMENT MARKINGS

DIVISION 33 - Not Used

DIVISION 34 - TRANSPORTATION

34 73 13 MOORING AND GROUNDING POINTS FOR AIRCRAFT

DIVISION 35 - Not Used

DIVISION 40 - Not Used

DIVISION 41 - Not Used

DIVISION 42 - Not Used

DIVISION 43 - Not Used

DIVISION 44 - Not Used

DIVISION 45 - Not Used

DIVISION 46 - Not Used

DIVISION 48 - Not Used

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 01 00

GENERAL REQUIREMENTS

06/19

PART 1 GENERAL

1.1 PROJECT INFORMATION

1.1.1 Contract Drawings and Specifications

1.2 SUBMITTALS

1.2.1 Administrative or Close-out Submittal

1.3 GENERAL DESCRIPTION

1.3.1 Location

1.3.2 Project Description

1.4 GOVERNMENT INSPECTOR

1.5 ORAL STATEMENTS

1.6 NO GOVERNMENT WAIVER

1.7 AS-BUILT RECORDS

1.7.1 As-Built Drawings

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 BASE REGULATIONS

3.2 WORK SCHEDULE

3.2.1 Construction Phasing

3.3 WORK HOURS

3.4 OPERATIONS ON THE AIRFIELD

3.5 EXISTING WORK

3.6 SANITATION

3.7 UTILITIES

3.8 UTILITY SERVICE INTERRUPTION

3.9 OPTIONAL REQUIREMENTS

3.10 MATERIAL APPROVAL SUBMITTAL PREPARATION

3.11 MATERIAL DISPOSITION

3.11.1 Material / Equipment Title

3.11.2 Contractor Salvage

3.12 CLEAN-UP

3.13 SAFETY REQUIREMENTS

3.14 FIRE PROTECTION

3.15 FACILITIES AND SERVICES

3.16 RESTRICTIONS

3.16.1 Radio Transmitter Restrictions

3.16.2 Materials Burning

3.17 REQUIRED CONTRACTOR ACTIONS

3.17.1 Base Permits

3.17.1.1 Government Digging Permits

3.17.1.1.1 Procedures for Government Digging Permits

3.17.1.2 UPC Digging Permits

SECTION 01 01 00 Page 1

3.17.1.3 Utility Damage

3.17.1.4 Welding Permits

3.17.2 Severe Weather Protection

3.17.3 Clean Tire Policy

3.17.4 Erosion and Sediment Control

3.17.5 Environmental Requirements

3.17.6 Quality Control Plan

3.17.7 Hazardous Spill Reporting

3.18 DD FORM 1354

-- End of Section Table of Contents --

SECTION 01 01 00 Page 2

SECTION 01 01 00

GENERAL REQUIREMENTS

06/19

PART 1 GENERAL

1.1 PROJECT INFORMATION

This project (FGWB 13-0024) consists of the rehabilitation of concrete pavement and asphalt shoulders on the C-130 Ramp, Taxiway D, Taxiway G, Runway Overruns, and LOX Pad at Dobbins Air Reserve Base.

1.1.1 Contract Drawings and Specifications

PROJECT DRAWINGS LIST

SHEET NUMBER SHEET TITLE

GI001 TITLE SHEET

GI002 SHEET INDEX

GI003 LEGEND AND ABBREVIATIONS

GC111 PROJECT LAYOUT PLAN

GC141 CONSTRUCTION OPERATIONS & PHASING PLAN-OVERALL

GC142 CONSTRUCTION OPERATIONS & PHASING PLAN-C-130 RAMP

GC143 CONSTRUCTION OPERATIONS & PHASING PLAN-C-130 RAMP

GC144 CONSTRUCTION OPERATIONS & PHASING PLAN-TAXIWAY D RAMP

GC145 CONSTRUCTION OPERATIONS & PHASING PLAN-TAXIWAY D

GC146 CONSTRUCTION OPERATIONS & PHASING PLAN-TAXIWAY G

GC151 CONSTRUCTION OPERATIONS & PHASING NOTES

GC152 CONSTRUCTION OPERATIONS & PHASING NOTES

GC501 EROSION CONTROL DETAILS

CS001 PAVEMENT IDENTIFICATION PLAN

CS002 PAVEMENT IDENTIFICATION PLAN

CS003 PAVEMENT IDENTIFICATION PLAN

CS101 EXISTING SITE PLAN-C-130 RAMP

SECTION 01 01 00 Page 3

PROJECT DRAWINGS LIST

CS102 EXISTING SITE PLAN-C-130 RAMP

CS103 EXISTING SITE PLAN-C-130 RAMP

CS104 EXISTING SITE PLAN-C-130 RAMP

CS105 EXISTING SITE PLAN-C-130 RAMP

CS106 EXISTING SITE PLAN-C-130 RAMP

CS107 EXISTING SITE PLAN-C-130 RAMP

CS108 EXISTING SITE PLAN-C-130 RAMP

CS111 EXISTING SITE PLAN-TAXIWAY D RAMP

CS112 EXISTING SITE PLAN-TAXIWAY D RAMP

CS113 EXISTING SITE PLAN-TAXIWAY D RAMP

CS114 EXISTING SITE PLAN-TAXIWAY D RAMP

CS121 EXISTING SITE PLAN-TAXIWAY D

CS122 EXISTING SITE PLAN-TAXIWAY D

CS123 EXISTING SITE PLAN-TAXIWAY D

CS124 EXISTING SITE PLAN-TAXIWAY D

CS125 EXISTING SITE PLAN-TAXIWAY D

CS126 EXISTING SITE PLAN-TAXIWAY D

CS131 EXISTING SITE PLAN-TAXIWAY G

CS132 EXISTING SITE PLAN-TAXIWAY G

CS133 EXISTING SITE PLAN-TAXIWAY G

CS141 EXISTING SITE PLAN-EAST OVERRUN

CS151 EXISTING SITE PLAN-WEST OVERRUN

CS161 EXISTING SITE PLAN-LOX PAD

CP101 PAVEMENT REPAIR PLAN-C-130 RAMP

CP102 PAVEMENT REPAIR PLAN-C-130 RAMP

CP103 PAVEMENT REPAIR PLAN-C-130 RAMP

SECTION 01 01 00 Page 4

PROJECT DRAWINGS LIST

CP104 PAVEMENT REPAIR PLAN-C-130 RAMP

CP105 PAVEMENT REPAIR PLAN-C-130 RAMP

CP106 PAVEMENT REPAIR PLAN-C-130 RAMP

CP107 PAVEMENT REPAIR PLAN-C-130 RAMP

CP108 PAVEMENT REPAIR PLAN-C-130 RAMP

CP111 PAVEMENT REPAIR PLAN-TAXIWAY D RAMP

CP112 PAVEMENT REPAIR PLAN-TAXIWAY D RAMP

CP113 PAVEMENT REPAIR PLAN-TAXIWAY D RAMP

CP114 PAVEMENT REPAIR PLAN-TAXIWAY D RAMP

CP121 PAVEMENT REPAIR PLAN-TAXIWAY D

CP122 PAVEMENT REPAIR PLAN-TAXIWAY D

CP123 PAVEMENT REPAIR PLAN-TAXIWAY D

CP124 PAVEMENT REPAIR PLAN-TAXIWAY D

CP125 PAVEMENT REPAIR PLAN-TAXIWAY D

CP126 PAVEMENT REPAIR PLAN-TAXIWAY D

CP131 PAVEMENT REPAIR PLAN-TAXIWAY G

CP132 PAVEMENT REPAIR PLAN-TAXIWAY G

CP133 PAVEMENT REPAIR PLAN-TAXIWAY G

CP141 PAVEMENT REPAIR PLAN-EAST OVERRUN

CP151 PAVEMENT REPAIR PLAN-WEST OVERRUN

CP161 PAVEMENT REPAIR PLAN-LOX PAD

CP301 TYPICAL SECTIONS

CP501 PAVEMENT REPAIR DETAILS

CP502 JOINTING DETAILS

CP503 JOINTING DETAILS

CP175 MARKING PLAN-EAST OVERRUN

SECTION 01 01 00 Page 5

PROJECT DRAWINGS LIST

CP176 MARKING PLAN-WEST OVERRUN

CS501 MARKING DETAILS

CI181 MOORING POINT LAYOUT

CI502 TIEDOWN DETAILS

PROJECT SPECIFICATIONS LIST

DIVISION 01 - GENERAL REQUIREMENTS

01 01 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 56 00 DOBBINS ARB ENVIRONMENTAL REQUIREMENTS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

SECTION 01 01 00 Page 6

PROJECT SPECIFICATIONS LIST

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 13.63 GILSONITE MODIFIED ASPHALT EMULSION SEAL COATS

32 01 17.61 SEALING CRACKS IN ASPHALT PAVING

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN

RIGID PAVEMENTS

32 01 19.61 RESEALING OF JOINTS IN RIGID PAVEMENT

32 01 29.61 PARTIAL DEPTH PATCHING OF RIGID PAVING

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

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

SHOULDERS

32 13 14.13 CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY

DUTY PAVEMENTS

32 17 23 PAVEMENT MARKINGS

DIVISION 34 - TRANSPORTATION

34 73 13 MOORING AND GROUNDING POINTS FOR AIRCRAFT

1.2 SUBMITTALS

Submittals shall be submitted in accordance with Section 01 33 00

SUBMITTAL PROCEDURES.

NOTE: The Contractor shall obtain Government approval of all materials and equipment requiring submittals prior to bringing these materials and equipment onto Dobbins ARB for installation and incorporation into the work. The Contractor shall follow Section 01 33 00 of the basic contract in obtaining Government approval.

1.2.1 Administrative or Close-out Submittal

a. Construction Phasing (See Paragraph 3.2.1 of this specification)

SECTION 01 01 00 Page 7

b. Daily Progress Reports to Contracting Officer within two (2) hours of shift completion

c. Quality Control Plan (See Paragraph 3.17.6 of this specification)

d. As-built Drawings (after construction is complete)

1.3 GENERAL DESCRIPTION

1.3.1 Location

The project is located at Dobbins Air Reserve Base, Georgia. The project will take place on the C-130 Ramp, Taxiways D and G, Taxiway D Ramp, LOX Pad, and the runway overruns.

1.3.2 Project Description

The project completes concrete and asphalt improvements in the above-specified project areas as further defined in plans and specifications.

1.4 GOVERNMENT INSPECTOR

The Base Civil Engineer, or his authorized representative, is designated as the representative of the Contracting Officer for the purpose of technical surveillance of workmanship and inspection of materials for work being performed under this Contract. This clause does not authorize anyone other than the Contracting Officer to commit the Government to changes in the terms of the Contract.

1.5 ORAL STATEMENTS

No oral statement by any Government official shall in any manner or degrees modify or otherwise affect the terms of the Contract.

1.6 NO GOVERNMENT WAIVER

The failure of the Government in any one or more instances to insist upon strict performance to any of the terms of this Contract or to exercise any option herein conferred will not be construed as a waiver or relinquishment to any extent of the right to assert or rely upon such terms or option on any future occasion.

1.7 AS-BUILT RECORDS

1.7.1 As-Built Drawings

Maintain at the jobsite two (2) sets of full-size Contract drawings. Any deviations from the Contract drawings shall be marked legibly and accurately with a red pen. These drawings shall be available for review by the Contracting Officer at all times. Submit one marked set of prints to the Contracting Officer no later than thirty (30) calendar days after work is deemed substantially performed or beneficial occupancy is taken.

SECTION 01 01 00 Page 8

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 BASE REGULATIONS

The Contractor and his employees and subcontractor(s) shall become familiar with and obey all Base regulations, including fire, traffic, airfield, safety, environmental, and security regulations. Regulations are available upon request. All personnel employed on subject contract shall keep within the limits of the work and avenues of ingress and egress. Do not enter any restricted areas unless previously cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

3.2 WORK SCHEDULE

The Contractor shall schedule his work to cause the least amount of interference with Base operations. Work schedules shall be subject to the approval of the Contracting Officer. Under no circumstances shall fire water system be out of service for more than five (5) calendar days.

Permission to interrupt any base roads and/or utility service shall be requested in writing a minimum of ten (10) calendar days prior to the desired date of interruption. Interruption shall not take place without specific approval from the Contracting Officer.

3.2.1 Construction Phasing

Thirty (30) days prior to commencing work, provide to the Contracting Officer, for approval, a plan, which indicates the timeline of start to completion of each construction phase.

3.3 WORK HOURS

The normal hours of work for the performance of this contract will be from 6:00 AM to 5:00 PM except as otherwise expressly provided in this Contract. The workdays will be Monday through Friday, with Federal holidays excluded. Alternate work hours require written permission of the Contracting Officer. The Contractor must submit a written request for permission to work to the Contracting Officer at least two (2) working days in advance of the date when the Contractor desires to deviate from the normal hours and days. Additional time may be required for specific requests as further defined in the construction phasing plans. Permission to deviate will be predicated on complete justification for the request after due consideration to a larger work force and more equipment during normal hours, and providing the Contractor defrays the additional costs to the Government including, but not limited to, inspection computed in accordance with existing Government regulations. If permission is granted by the Contracting Officer, written authority will be furnished to the Contractor prior to the date the Contractor desires to deviate from the normal hours or days. The Contracting Officer may also direct performance as authorized by the General Provisions by reference clause entitled "Schedule for Construction Contract."

It is understood that due to the nature of the project, night, weekend and extended hours may be necessary for proper completion of the work. Up to 45 24-hour per day periods are included in the Government's workforce calculations. Specific periods that the contractor is assumed to require supplemental time includes during concrete placement, saw cutting, curing

SECTION 01 01 00 Page 9 and related items.

3.4 OPERATIONS ON THE AIRFIELD

Work will occur on a closed portion of the airfield. Closure, access and related items are identified in the construction safety and phasing plans regarding how to close, and manage access to the site during construction.

3.5 EXISTING WORK

The removal or altering in any way of existing work shall be carried on in such a manner as to prevent personal injury or damage to any portions of the existing work that remains.

3.6 SANITATION

Adequate sanitary conveniences of a type approved for use by persons employed on the work shall be provided. Sanitary conveniences shall be properly secluded from public observation and maintained by the Contractor in such a manner as required or approved by the Contracting Officer.

Maintain these conveniences at all times without nuisance. Upon completion of the work, the Contractor shall remove the conveniences from the premises, leaving the premises clean and free from nuisance.

3.7 UTILITIES

All reasonable quantities of Government-provided utilities shall be made available to the Contractor without charge. Any temporary telephone or power service shall be requested by the Contractor from the local telephone or power company providing service to Dobbins ARB. The Contractor shall not tamper with, connect or access any Government communication facility, equipment or cable without express written consent from the Contracting Officer. Any temporary connections or lines that may be required shall be installed, maintained, and removed by the Contractor at his expense and in a manner satisfactory to the Contracting Officer.

Contractor shall remove all temporary connections and lines prior to final acceptance of the construction.

3.8 UTILITY SERVICE INTERRUPTION

The Government shall not be held responsible for interruptions of utility services and shall not be liable for Contractor delays, damages, or increased costs occasioned by any such interruption of services.

3.9 OPTIONAL REQUIREMENTS

Where a choice of materials or methods, or both, is permitted in this Contract, the Contractor will be given the right to exercise the option unless otherwise required by the specification or plans.

3.10 MATERIAL APPROVAL SUBMITTAL PREPARATION

"Material and Workmanship" shall be accomplished on and in accordance with the instructions to AF Form 3000, Material Approval Submittal. Material Approval Submittals shall contain complete information for the product proposed. The information shall be in enough detail to allow the Government to determine acceptability. Information to be provided includes, but is not limited to: a description of all salient features of the product, descriptive literature and manufacturer's cut sheet (if

SECTION 01 01 00 Page 10 available), plus an explanation as to precisely why and how the material or item submitted meets or exceeds all required functions, performance and quality specifications.

3.11 MATERIAL DISPOSITION

3.11.1 Material / Equipment Title

Title to materials and equipment to be demolished, except Government salvage and historical items, is vested in the Contractor upon receipt of notice to proceed. The Government will not be responsible for the condition, loss or damage to such property after notice to proceed.

3.11.2 Contractor Salvage

Contractor shall salvage items and materials to the maximum extent possible. Material salvaged for the Contractor shall be stored as approved by the Contracting Officer and removed from Government property before completion of the Contract. The Contractor shall not sell salvaged material on the site.

3.12 CLEAN-UP

Remove and transport debris in a manner that prevents spillage on streets or adjacent areas. Local regulations regarding hauling and disposal shall apply. The Contractor shall maintain a clean and orderly work site.

3.13 SAFETY REQUIREMENTS

The Contractor shall initiate and maintain programs that comply with the provisions of 29 CFR parts 1926 and 1910 of the Occupational Safety and Health Standards. These programs shall include the education and training of employees and subcontractors' personnel in the recognition, avoidance, and prevention of unsafe conditions and practices.

3.14 FIRE PROTECTION

The Contractor shall be responsible for furnishing adequate and proper fire protection during all phases of work on site. Contact the Base Fire Department in the event of emergency.

3.15 FACILITIES AND SERVICES

The Contractor is responsible for storage of all materials. Storage areas shall be shown on the site plan and approved by the Contracting Officer.

3.16 RESTRICTIONS

3.16.1 Radio Transmitter Restrictions

The Contractor shall conform to the restrictions and procedures for the use of radio transmitting equipment, as directed. Two (2) transmitters shall be provided by the Government to the Contractor for use during construction.

3.16.2 Materials Burning

Burning of trash, timber and any other debris on Government property is not permitted.

SECTION 01 01 00 Page 11

3.17 REQUIRED CONTRACTOR ACTIONS

3.17.1 Base Permits

Obtain these pursuant to paragraph 3.1 of this specification. Permits are required for, but are not necessarily limited to, welding, and digging.

3.17.1.1 Government Digging Permits

The requirement for digging or excavation permits (AF Form 103) shall be applicable for Government-owned utilities such as water, gas, electrical, sewer, fiber optics, telephone cable and communication cables for radar, weather and navigational aids cable.

3.17.1.1.1 Procedures for Government Digging Permits

Contractor shall not dig anywhere on Dobbins ARB without a valid digging permit.

Contractor shall notify the Contracting Officer in writing to request a digging permit.

Contractor shall mark the area on site where digging is to occur. This shall be done the same day the dig permit is requested. Government has fourteen (14) days to issue an initial digging permit.

Contractor shall mark the area on site where digging is to occur. This shall be done the same day the dig permit is requested. Government has fourteen (14) days to issue an initial digging permit.

Contractor shall maintain all markings during construction performance period.

Contractor will provide AFM completed and signed copy of AF Form 103, Dig Permit, prior to digging.

Once a digging permit is issued, the Contractor must hand dig and locate all marked utilities within five (5) feet of the area to be worked on.

Contractor shall fill all holes prior to project completion.

If, during the life of the digging permit, utility markings are removed by the Contractor or his subcontractor(s) the Contractor shall be responsible for replacing all markings.

3.17.1.2 UPC Digging Permits

The procedures set forth for Government-owned utilities shall not apply to utilities which are governed by the Utilities Protection Center (UPC) under the auspices of the State of Georgia. UPC utilities on Dobbins ARB include television cable, telephone cables, data cables, etc. Procedures for utilities governed by the UPC shall be followed in accordance with Georgia Utility Facility Protection Act (GUFPA). The Contractor is required to obtain a UPC digging permit prior to digging on Dobbins ARB.

The Government is not responsible for issuing or monitoring UPC digging permits.

SECTION 01 01 00 Page 12

3.17.1.3 Utility Damage

The Contractor must immediately notify the Government technical representative and UPC in the event that utility damage occurs. If damage to utilities is due to Contractor non-compliance with permit instructions or Contract requirements, repairs required shall be at the Contractor's expense. Fiber optic cables, which cannot be repaired to meet the minimum allowable decibels, will be replaced at the Contractor's expense.

3.17.1.4 Welding Permits

Obtain welding permits on a daily basis from the Base Fire Department.

3.17.2 Severe Weather Protection

In the event of severe weather, the Contractor shall take precautions to minimize any danger to persons, and protect the work and any nearby Government property. Precautions shall include, but are not limited to, closing openings; removing loose materials, tools and equipment from exposed locations; and removing or securing scaffolding and other temporary work.

3.17.3 Clean Tire Policy

Dobbins ARB has a clean tire policy at work sites. The purpose of this policy is to reduce or eliminate the transport of mud from the work area onto public rights-of-way by motor vehicles leaving the site or by runoff from the site. Clean and remove mud from the wheels of vehicles prior to entrance to public rights-of-way. The site exit shall be maintained in order to prevent tracking or flow of mud onto public rights-of-way.

Immediately remove all materials spilled, dropped, washed or tracked from any vehicle or site onto any roadway or into any storm drain. Compliance with the clean tire policy, by Contractor and subcontractor personnel, shall be the sole responsibility of the Contractor.

3.17.4 Erosion and Sediment Control

Take positive steps to minimize siltation and erosion during the work.

Comply with the requirements of Section 01 56 00 DOBBINS ARB ENVIRONMENTAL REQUIREMENTS, drawings and all other related specification sections.

3.17.5 Environmental Requirements

The Contractor and all work to be performed on Dobbins ARB shall comply with the requirements of Section 01 56 00 DOBBINS ARB ENVIRONMENTAL

REQUIREMENTS.

3.17.6 Quality Control Plan

The Contractor shall be required to institute a comprehensive Quality Control Program in order to assure himself and the Government that all materials and workmanship are in strict accordance with the provisions of the specifications. Within ten (10) calendar days after receipt of Notice to Proceed, the contractor shall submit his Quality Control Program Plan to the Contracting Officer for review and approval. The plan shall contain, at a minimum, identification of procedures for quality control, the type and model of major pieces of equipment to be used on-the-job, ordering procedures for materials, and procedures to ensure adequate progress.

SECTION 01 01 00 Page 13

3.17.7 Hazardous Spill Reporting

The Contractor shall report any spill of oil or hazardous substances to the Fire Department service desk at Ext. 911 from a Government phone, or

(678) 655-4840 from a commercial phone (24 hours per day, 7 days per week). The Contractor shall take every reasonable precaution to prevent the spillage of oil or other hazardous substances.

3.18 DD FORM 1354

Completion of a DD1354 Package is required for this project. Copies of the DD1354 form and its instructions are included in the project manual.

Electronic copies will be available from the COR. Follow the instructions given for executing the DD1354 and coordinate it's submission with the COR.

-- End of Section --

SECTION 01 01 00 Page 14

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 OCCUPANCY OF PREMISES

1.4 EXISTING WORK

1.5 LOCATION OF UNDERGROUND UTILITIES

1.5.1 Notification Prior to Excavation

1.6 SALVAGE MATERIAL AND EQUIPMENT

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

08/15

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 Salvage Plan ; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes repairs to concrete and asphalt pavement of the C-130 Ramp, Taxiways D and G, Taxiway D Ramp, runway overruns and LOX Pad and incidental related work. This includes the removal and replacement of existing concrete slabs, resealing of concrete joints, concrete spall repair, concrete and asphalt crack repair, surface treatment of asphalt shoulder and runway overrun pavement, replacement of mooring points and airfield markings disturbed by repairs, and remarking of the runway overruns to meet UFC criteria.

1.2.2 Location

The work is located at the Dobbins Air Reserve Base in Cobb County, Marietta, Georgia. See plan set for additional information.

1.3 OCCUPANCY OF PREMISES

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 staging areas and haul routes .

1.4 EXISTING WORK

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

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

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

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with

SECTION 01 11 00 Page 3

Installation requirements for locating and marking underground utilities.

Submit form AF Form 103 and contact local utility locating service a minimum of 3 working days prior to excavating to mark utilities. Allow additional time if start of work occurs on a Monday or after a Holiday.

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

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

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 10 days prior to starting excavation work.

1.6 SALVAGE MATERIAL AND EQUIPMENT

All demolished materials shall be removed from government property and disposed of in accordance with applicable specifications .

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SPECIAL SCHEDULING REQUIREMENTS

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

1.3.1.1 Subcontractors and Personnel Contacts

1.3.1.2 No Smoking Policy

1.3.2 Working Hours

1.3.3 Work Outside Regular Hours

1.3.4 Occupied Buildings

1.3.5 Utility Cutovers and Interruptions

1.4 SECURITY REQUIREMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

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WORK RESTRICTIONS

11/11

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. The airfield traffic control and safety equipment (barricades and closures must be in place, ready for operation , and approved by Contracting Officer before work is started on the construction phases indicated within the plan set which would interfere with normal airfield operation.

b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. See plan set for requirements of Phases 1 through 3 of the project.

c. The airfield 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. The C-130 Ramp, Taxiway D, Taxiway G, and the Taxiway D Ramp will be closed during the periods of work during which they are occurring.

Each one of these areas has been defined as a separate work area on the plans and only one work area can be worked on at a time. The work on the C-130 Ramp has been divided into two sub work areas, so that only half the ramp will be closed at a time. There are also two separate work areas/sub work areas for all work located within the Runway Clearance Zones. Materials and equipment may be staged briefly in each of the work areas but must be monitored and not obstruct movement to any of the adjacent open pavement areas. This also includes close monitoring of FOD in these areas.

e. 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

SECTION 01 14 00 Page 3 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, correct and change the information contained in previous lists.

1.3.1.2 No Smoking Policy

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

1.3.2 Working Hours

Regular working hours must occur during the period between 0600 and 1700 Monday through Friday, excluding Government holidays.

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.

1.3.4 Occupied Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of 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 in paragraph WORK OUTSIDE REGULAR HOURS.

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

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, and airfield NAVAIDs are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

1.4 SECURITY REQUIREMENTS

Contract Clause FAR 52.204-2 Security Requirements and Alternate IIapply .

SECTION 01 14 00 Page 4

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

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 CONFERENCE

1.8 PARTNERING

1.8.1 Informal Partnering

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

PART 2 PRODUCTS

PART 3 EXECUTION

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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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 month 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.

Prior to any photography documentation for the Project, the Contractor shall coordinate with the COR on Base-specific requirements such as

SECTION 01 30 00 Page 3 completing forms and obtaining approvals.

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 airfield 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.

The Project Superintendent and designated alternate shall have full authority to act for the Prime Contractor on all contract matters relating to daily operation of this contract with no dollar amount restrictions.

The Project Superintendent shall be available by cellular telephone during normal duty hours.

During normal duty hours, the Project Superintendent or designated alternate shall be available to meet on the installation with government personnel within one hour. After normal duty hours, the Project Superintendent shall be available on the installation within two hours of notification for emergency or urgent situations.

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 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.

SECTION 01 30 00 Page 4

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 CONFERENCE

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 also attend.

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

1.8.1 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 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 3 to six month intervals.

1.9 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

SECTION 01 30 00 Page 5 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 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Tasks

3.3.5 Government Activities

3.3.6 Standard Activity Coding Dictionary

3.3.6.1 Workers Per Day (WRKP)

3.3.6.2 Responsible Party Coding (RESP)

3.3.6.3 Area of Work Coding (AREA)

3.3.6.4 Modification Number (MODF)

3.3.6.5 Bid Item Coding (BIDI)

3.3.6.6 Phase of Work Coding (PHAS)

3.3.6.7 Category of Work Coding (CATW)

3.3.6.8 Feature of Work Coding (FOW)

3.3.7 Contract Milestones and Constraints

3.3.7.1 Project Start Date Milestone and Constraint

3.3.7.2 End Project Finish Milestone and Constraint

3.3.7.3 Interim Completion Dates and Constraints

3.3.7.3.1 Start Phase

3.3.7.3.2 End Phase

3.3.8 Calendars

3.3.9 Open Ended Logic

3.3.10 Default Progress Data Disallowed

3.3.11 Out-of-Sequence Progress

3.3.12 Added and Deleted Activities

SECTION 01 32 01.00 10 Page 1

3.3.13 Original Durations

3.3.14 Leads, Lags, and Start to Finish Relationships

3.3.15 Retained Logic

3.3.16 Percent Complete

3.3.17 Remaining Duration

3.3.18 Cost Loading of Closeout Activities

3.3.18.1 As-Built Drawings

3.3.18.2 O & M Manuals

3.3.19 Early Completion Schedule and the Right to Finish Early

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.3 Periodic Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.1 Data CD/DVDs

3.5.2 Narrative Report

3.5.3 Schedule Reports

3.5.3.1 Activity Report

3.5.3.2 Logic Report

3.5.3.3 Total Float Report

3.5.3.4 Earnings Report by CLIN

3.5.3.5 Schedule Log

3.5.4 Network Diagram

3.5.4.1 Continuous Flow

3.5.4.2 Project Milestone Dates

3.5.4.3 Critical Path

3.5.4.4 Banding

3.5.4.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.6 PERIODIC SCHEDULE UPDATE

3.6.1 Periodic Schedule Update Meetings

3.6.2 Update Submission Following Progress Meeting

3.7 WEEKLY PROGRESS MEETINGS

3.8 REQUESTS FOR TIME EXTENSIONS

3.8.1 Justification of Delay

3.8.2 Time Impact Analysis (Prospective Analysis)

3.8.3 Forensic Schedule Analysis (Retrospective Analysis)

3.8.4 Fragmentary Network (Fragnet)

3.8.5 Time Extension

3.8.6 Impact to Early Completion Schedule

3.9 FAILURE TO ACHIEVE PROGRESS

3.9.1 Artificially Improving Progress

3.9.2 Failure to Perform

3.9.3 Recovery Schedule

3.10 OWNERSHIP OF FLOAT

3.11 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

3.12 PRIMAVERA P6 MANDATORY REQUIREMENTS

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SECTION 01 32 01.00 10 Page 2

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 REFERENCES

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

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

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

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

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications ; G

Preliminary Project Schedule ; G

Initial 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 and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

SECTION 01 32 01.00 10 Page 3

PART 2 PRODUCTS

2.1 SOFTWARE

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

2.1.1 Government Default Software

The Government intends to use Primavera P6.

2.1.2 Contractor Software

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

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system.

2.1.2.2 Other Than Primavera

If the contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel 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.

Prepare each Project Schedule using the Precedence Diagram Method (PDM).

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…