Amendment_0003_Specifications.pdf

Unaccompanied Officers Quarters, Camp Arifjan, Kuwait 460809

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK REVISED BY AMENDMENT 0003

01 14 00 WORK RESTRICTIONS REVISED BY AMENDMENT 0003

01 15 00.12 10 SUPPLEMENTARY REQUIREMENTS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 19.05 20 POST AWARD MEETINGS REVISED BY AMENDMENT 0003

01 32 17.12 10 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS) REVISED BY

AMENDMENT 0003

01 33 00 SUBMITTAL PROCEDURES REVISED BY AMENDMENT 0003

01 33 29 SUSTAINABILITY REPORTING REVISED BY AMENDMENT 0003

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 55 00 PROTECTED MEMBRANE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

PROJECT TABLE OF CONTENTS Page 1

W912ER-18-R-0009 Amendment 0003

08 14 00 WOOD DOORS

08 39 53 BLAST RESISTANT DOORS ADDED IN ITS ENTIRETY BY AMENDMENT

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 24 23 CEMENT STUCCO

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC/PORCELAIN TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING ADDED IN ITS ENTIRETY BY

AMENDMENT 0003

09 65 00 RESILIENT FLOORING ADDED IN ITS ENTIRETY BY AMENDMENT 0003

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS REVISED BY AMENDMENT 0003

DIVISION 11 - EQUIPMENT

11 31 13 ELECTRIC KITCHEN EQUIPMENT ADDED IN ITS ENTIRETY BY

AMENDMENT 0003

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 36 00 COUNTERTOPS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

12 51 00 FURNITURE, FURNISHINGS AND EQUIPMENT (FFE)

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION REVISED BY

AMENDMENT 0003

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED WATER PIPING SYSTEMS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT (PACKAGED OUTDOOR AIR

HANDLERS)

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT (SPLIT DX SYSTEMS)

PROJECT TABLE OF CONTENTS Page 2

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

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 11 16 COMPACT SUBSTATIONS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 52 00.00 40 EMERGENCY LIGHTING

26 53 00.00 40 EXIT SIGNS

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM ADDED IN

ITS ENTIRETY BY AMENDMENT 0003

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 16 SUBBASES FOR FLEXIBLE PAVING

32 11 23 AGGREGATE BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

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

32 15 00 AGGREGATE SURFACE COURSE

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 72 02 UNDERGROUND COMMUNICATION SYSTEM

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK REVISED BY AMENDMENT 0003

PART 1 GENERAL

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

REVISED BY AMENDMENT 0003

PART 1 GENERAL

1. PROJECT DESCRIPTION

The purpose of this contract is to provide the necessary construction improvements for the Kuwait Ministry of Defense (KMOD) in support of the Area Support Group (ASG) mission in Kuwait. Project site is located on Camp Arifjan, Kuwait. The scope of work is described below.

The base contract Scope of Work includes the construction of three (3) dormitory buildings. Each building will be three (3) stories and will house 75 unaccompanied field grade officers. The three (3) barracks will house a total of 225 personnel. Each building includes 38 bedroom suites.

Each suite has two (2) private sleeping rooms with a shared bathroom and kitchenette. Bedrooms will be wired to include internet and cable TV connections.

Supporting facilities and infrastructure include electric, water and sewage distribution systems. Supporting facilities also include mechanical systems, communication information systems, fire distribution and fire suppression systems, roads, storm drainage and parking as indicated on the contract drawings. Dormitories will be constructed using cast-in-place concrete frames with concrete masonry infill walls.

The project will be delivered using a design-bid-build approach. Design documents including plans and specifications are provided herein.

The fire protection aspects of this contract are written as performance based specifications requiring a Fire Protection Specialist (FPS). Early engagement of this individual(s) will be crucial in meeting the completion date. The FPS must be a fire protection engineer who can oversee all aspects of fire protection. The FPS is also required to oversee the installation of the systems through final acceptance testing.

A fire hydrant flow test is required for this project in accordance with Section 21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION.

Base Life Support Area is not available, the Contractor is responsible for the sustainment of their workforce, and the Contractor shall plan for daily commutes to access worksites. The Contractor will be allowed to use dining facilities at their own expense. The Contractor shall perform a pre-award site investigation with the Department of Public Works (DPW) and Fire Department representatives to evaluate: travel routes, site conditions, utilities, and identify any other incidental work to make the requirements fully functional in order to provide the Government with a complete construction and warranty for this project. All work shall be accomplished in place in accordance with the contract specifications, drawings, and as directed by the Contracting Officer.

All work under this contract includes all labor, materials, equipment, tools, transportation, and necessary supplies to construct the features of work described in this document. The requirements of this contract include

SECTION 01 11 00 Page 2 that the Contractor must manage the work in a professional manner, perform personnel and support functions to maintain a sufficient work force, and provide the submittals required. Materials and supplies shall be new and standard products regularly used for commercial/institutional construction of similar size, style, and complexity in Kuwait. Equipment to be provided by the Contractor shall be of commercial/institutional quality.

Construction shall comply with the specifications and requirements contained in the contract documents. The design and technical criteria contained and cited in the contract documents establish minimum standards for construction quality.

The Contractor shall remove/relocate existing structures, pavement, utilities, cables, debris, etc. that may occupy the site, as required for construction while maintaining service to existing facilities not affected by this project.

In addition to the U.S. Army Corps of Engineers Design Review and Approvals, the Contractor shall be responsible to obtain Construction Permit(s) as required by the Host Nation laws.

1.1 BID OPTIONS

Options are included in this contract and may be exercised (awarded) if approved by the Government and within funds available. The options in this contract are as follows and as shown on the contract drawings and specifications:

1. Construct one (1) three (3) story dormitory building

Bid option #1 to construct one additional three-story Officer Quarters Barracks. If awarded, the total build out would consist of four (4) Officer Quarters Barracks which will house a total of (300) personal.

2. Construct Asphalt Parking and Road

Bid option #2 to pave vehicle parking lot and road.

1.2 POTENTIAL ON-GOING CONSTRUCTION

In addition to work being executed in accordance with the contract documents described in this package, all work must be approved by the Contracting Officer and coordinated through the USACE Resident Office in Kuwait. It will be imperative that the Contractor take into consideration the potential to have other on-going construction work and coordinate efforts under this contract in conjunction with other work to avoid schedule impacts and other conflicts.

1.3 PERIOD OF PERFORMANCE

The project shall be completed within the time stipulated in Section 00700, Contract Clause 52.211-10, COMMENCEMENT, and PROSECUTION AND COMPLETION OF WORK including any OPTION items awarded. The construction shall be sequenced in accordance with Section 00800, Contract Clause

PROJECT SCHEDULING AND SEQUENCE OF CONSTRUCTION.

If items on the critical path schedule are delayed, Contractor must provide a recovery schedule to the Contracting Officer for approval and be able to increase manpower to complete mission essential facilities as

SECTION 01 11 00 Page 3 listed below and in the project specifications.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS REVISED BY AMENDMENT 0003

PART 1 GENERAL

1.1 SUBMITTALS

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

1.2.1.1 Subcontractors and Personnel Contacts

1.2.2 No Smoking Policy

1.2.3 Working Hours

1.2.4 Work Outside Regular Hours

1.2.5 Occupied and Existing Buildings

1.2.6 Utility Cutovers and Interruptions

1.3 SECURITY REQUIREMENTS

1.3.1 Requirements

1.3.2 Security Area

1.3.2.1 Identification of Employees in the Development Area

1.3.2.2 Identification of Vehicles and Equipment in the Project

Areas

1.3.3 Escorted Access Passes

1.3.4 Contractor Security Manager

1.3.5 Access to Operational Areas

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

REVISED BY AMENDMENT 0003

PART 1 GENERAL

1.1 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

List of Contact Personnel; G M/R

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 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.

1.2.1.1 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.

1.2.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in Contractor's 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.

1.2.3 Working Hours

Regular working hours will be from 0700 to 1530 0700 to 1700 daily. The Government fully expects the Contractor to work beyond normal working hours to complete the work in the time allocated. The work week will be Sunday through Thursday, excluding the Government holidays listed below.

U.S Government: Work may go on during the below U.S Federal holidays, but critical elements of work or meetings must not be scheduled on

SECTION 01 14 00 Page 2 such days.

U.S Government : Work may go on during the below U.S Federal holidays, but critical elements of work or meetings must not be scheduled on such days.

New Year's Day Martin Luther King Jr's Birthday Presidents Day Memorial Day Independence Day Labor Day Columbus Day Veteran's Day Thanksgiving Christmas

Kuwait Holidays : Religious holidays in Kuwait are subject to change as they are governed by the lunar calendar and exact dates must be confirmed by religious authorities.

New Year's Day National Day Liberation Day Ascension Day Isra and Miraj Eid-al-Fitr (End of Ramadan) Waqfat Arafat Day Eid-al-Adha (Feast of Sacrifice) Islamic New Year The Prophet's (PBUH) Birthday

1.2.4 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.

1.2.5 Occupied and Existing Buildings

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

1.2.6 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 the 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, SECTION 01 14 00 Page 3 electric service, air conditioning, heating, fire alarm, and compressed air are considered utility cutovers pursuant to the paragraph entitled "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.

1.3 SECURITY REQUIREMENTS

1.3.1 Requirements

The Kuwait Ministry of Defense (KMOD) maintains the ultimate authority for establishing, monitoring, and enforcing security requirements on Kuwait bases. All contractor, subcontractor, or vendor personnel and vehicles at any tier working at any location on the project are subject to a thorough search upon entering, departing, or at any time deemed necessary by KMOD Personnel. The Contractor shall be responsible for compliance with all laws, regulations and policies of the Government of Kuwait and all Base Security requirements. The Base Security Officer will not approve access for any worker, to any part of the project, when laws, regulations or policies of the Government of Kuwait have not first been met. The Government reserves the right to deny access or to require the contractor to remove any personnel or equipment deemed to be a threat to security.

The Contractor shall work through the Contracting Officer to assure that security regulations are followed.

1.3.2 Security Area

All work under this contract will be confined to the Contractor's staging/laydown area(s), and the project areas. Minimum requirements for Contractor entry and operations are described below.

1.3.2.1 Identification of Employees in the Development Area

The Contractor is responsible for coordinating the demographics of his workforce to account for Kuwait's laws regarding so-called 'countries of concern. The Contractor shall submit a J2 badge application for each individual (to be provided following the Post-Award Conference).

Subsequently, each individual shall go through Screening Process before the issuance of entry badge. Employees shall wear identification badges prominently displayed at all times while in the Project Areas. Failure to wear a properly displayed identification badge may be considered grounds for removal of the employee from the sites. The Contractor shall conduct random inspections to assure that identification badges are properly displayed. In addition to identification badges, all contractor labor personnel shall wear coveralls of a distinct color for the contractor's personnel and for each subcontractor's personnel. The coveralls shall have markings on the back clearly identifying the company for whom the employee works.

1.3.2.2 Identification of Vehicles and Equipment in the Project Areas

All Contractor vehicles and equipment entering the project areas must be listed on the Access List. The Contractor shall provide a list of all

SECTION 01 14 00 Page 4 vehicles that require access to the project areas. This access list shall include the type of equipment, make and model, registration number, company name of owner. The current access list will be provided through the Contracting Officer to the Security Officer on a weekly basis. The Contractor shall plan his vehicle and equipment requirements such that the access list will contain all those vehicles and equipment that will need access to the project areas for completion of the particular work item being performed. All Contractor vehicles and equipment will be subject to a thorough inspection by Security personnel, including, as a minimum, a detailed inspection of the vehicle's interior and undercarriage. No vehicle will be left unattended in the project areas at any time.

1.3.3 Escorted Access Passes

On occasion that an individual vendor or subcontractor manager, materials delivery vehicle etc., requires access to project areas, whose name or vehicle does not appear on the current employee or vehicle access list, those person may be allowed escorted access.

1.3.4 Contractor Security Manager

The contractor will appoint an individual to act as its Security Manager throughout the duration of this contract. The Security Manager's primary function will be to coordinate all issues relative to access to bases, to establish and maintain employee and vehicle access lists, to coordinate the entry of escorted visitors and materials to the Security Areas, and to generally represent the contractor's interest in dealing with the Contracting Officer and the Kuwait security officer. This individual shall be capable of clearly communicating orally and in writing with Security personnel. The ability to communicate in other languages than English will be beneficial as well. The Security Manager will be subject to the approval of the KMOD and can be removed from the position at any time at the request of the KMOD. The Security Manager will work at the Contractor's office. At the start of construction the Security Manager, the Contracting Officer and KMOD Officer shall meet to discuss all details of the security requirements, to reach an understanding of the Security Manager's duties and other operational relationships.

1.3.5 Access to Operational Areas

Contractor personnel are expressly prohibited from entering the Project Area without authorization. Necessary access shall be coordinated through the Contracting Officer and approved by the Security Officer a minimum of fourteen (14) days before access is required.

PART 2 PRODUCTS

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PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 14 00 Page 5

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 31 19.05 20

POST AWARD MEETINGS REVISED BY AMENDMENT 0003

05/14

PART 1 GENERAL

1.1 SUMMARY

1.2 SUBMITTALS

1.3 POST AWARD KICKOFF MEETING

1.3.1 PAK Meeting Schedule and Location

1.3.2 PAK Meeting Outcomes

1.3.3 PAK Meeting Contractor Attendees

1.3.4 Contract Administration

1.3.5 Project Schedule

1.4 RECURRING MEETINGS

1.4.1 Quality Control and Production Meetings

1.4.2 Safety Meetings

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 31 19.05 20 Page 1

SECTION 01 31 19.05 20

POST AWARD MEETINGS

REVISED BY AMENDMENT 0003

05/14

PART 1 GENERAL

1.1 SUMMARY

This document includes post-award requirements for project kickoff and subsequent preconstruction meetings.

1.2 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Project Schedule; G M/R

1.3 POST AWARD KICKOFF MEETING

The Post Award Kickoff (PAK) meeting is made up of Contract Administration, Partnering, and Scheduling. If mutually beneficial to the Contractor and the Government, these four elements may be addressed in a single multi day meeting but most often multiple scheduled meetings are required.

1.3.1 PAK Meeting Schedule and Location

Within 35 calendar days after contract award, and prior to commencing work, meet with the Contracting Officer for the PAK meeting(s). The meeting shall be located at a specific time and place to be determined by the Contracting Officer.

1.3.2 PAK Meeting Outcomes

The meeting(s) outcomes are:

a. Integrate the Contractor and all client representatives into the project team.

b. Achieve consensus from the project team on any issues and concerns with the Contractor's technical proposal and the User's functional requirements. Confirm the design is within the project budget.

c. Establish and explain policies and procedures for completion of a successful project.

d. Establish clear lines of communication and points of contact for Government and Contractor team members.

SECTION 01 31 19.05 20 Page 2

1.3.3 PAK Meeting Contractor Attendees

The following Contractor key personnel shall attend the PAK: Project Manager, Project Scheduler, Lead Designer-of-Record (DOR), Superintendent, and the QC Manager. Optional attendees include: Principal, Assistant Project Manager, major subcontractors and specialized supplemental QC personnel.

1.3.4 Contract Administration

Contract administration roles and responsibilities will be addressed.

1.3.5 Project Schedule

Provide in accordance with Section 01 32 17.12 10 COST-LOADED NETWORK

ANALYSIS SCHEDULES (NAS).

1.4 RECURRING MEETINGS

1.4.1 Quality Control and Production Meetings

Quality Control and Production Meetings in accordance with Section

01 45 00.00 10 QUALITY CONTROL.

1.4.2 Safety Meetings

Safety Meetings in accordance with Section 01 35 26 GOVERNMENTAL SAFTETY

REQUIREMENTS.

PART 2 PRODUCTS

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PART 3 EXECUTION

Not Used.

-- End of Section --

SECTION 01 31 19.05 20 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 17.12 10

COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS) REVISED BY AMENDMENT 0003

MED 2/2017

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

1.6.3 Schedule Software Settings and Restrictions

1.6.4 Required Tabular Reports

1.7 SUBMISSION AND ACCEPTANCE

1.7.1 Preliminary Schedule

1.7.2 Preliminary Meeting

1.7.3 Monthly Network Analysis Updates

1.7.4 As-Built Schedule

1.8 CONTRACT MODIFICATION

1.8.1 No Reservation of Rights

1.9 FLOAT

1.10 THREE-WEEK LOOK AHEAD SCHEDULE

1.11 CORRESPONDENCE AND TEST REPORTS

1.12 ADDITIONAL SCHEDULING REQUIREMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 32 17.12 10 Page 1

SECTION 01 32 17.12 10

COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

REVISED BY AMENDMENT 0003

MED 2/2017

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

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

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

SD-01 Preconstruction Submittals

Qualifications; G M/R Baseline Network Analysis Schedule (NAS); G M/R

SD-07 Certificates

Monthly Network Analysis Schedule Update; G M

SD-11 Closeout Submittals

As-Built Schedule; G M/R

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:

SECTION 01 32 17.12 10 Page 2

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

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 must 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 two of the three must be in Primavera P6. Submit a resume outlining the qualifications of the Scheduler. A resume outlining the qualifications of the Scheduler and their Primavera P6 training certificate from an authorized Primavera trainer shall be submitted for acceptance to the Contracting Officer. If at a later date, the Contracting Officer considers the Contractor's Scheduler to be incompetent or objectionable, the Contractor will propose a new Scheduler, meeting the qualification requirements. 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 Tabloid (11 x 17) (279.4 mm x 431.8 m) size sheets. The diagram must clearly show activities on the critical path. Include the following information for each activity:

a. Activity ID (No more than 10 characters)

b. Activity Description (No more than 30 characters)

c. Original Duration in Work Days

SECTION 01 32 17.12 10 Page 3

d. Actual Duration in Work Days

e. Remaining duration in Work Days

f. Physical Percent Complete

g. Start Date

h. Finish Date

i. Total Float

1.6.2 Schedule Activity Properties and Level of Detail

The NAS must identify all Government, Construction Quality Management (CQM), and 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. Follow "USACE Mandatory Requirements" and "ER 1-1-11" documents for creating activity codes and names.

With the exception of the Contract Award and Contract Completion Date (CCD) milestone activities, no activity shall be open-ended; each activity must have predecessor and successor ties. No activity shall 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 may be critical. The most critical path is defined as the longest path with minimum Float. "Near Critical" is defined as having Total Float of 1 to 14 days. Contractor activities must be driven by calendars that reflect local regular holidays and non-work days.

1.6.2.1 Activity Categories

1.6.2.1.1 Procurement Activities

Tasks related to the procurement of material or equipment shall be included as separate activities in the project schedule. 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. As a minimum, separate procurement activities will be provided for critical items, long lead items, items requiring Government approval and material/equipment procurement for which payment will be requested in advance of installation. Show each delivery with relationship tie to the Construction Activity specifically for the delivery.

1.6.2.1.2 Government Activities

Government and other agency activities that could impact progress must be clearly identified. Government activities include, but are not limited to; Government approved submittal reviews, Government conducted

SECTION 01 32 17.12 10 Page 4 inspections/tests, environmental permit approvals by utility outages Notice(s) to Proceed (NTP), and delivery of Government Furnished Material/Equipment.

1.6.2.1.3 Quality Management (QM) Activities

The Preparatory Phase and Initial Phase for each Definable Feature of Work identified in the Contractor's Quality Control Plan must be added to each Three-Week Look Ahead Schedule referenced in the paragraph THREE-WEEK LOOK AHEAD SCHEDULE. The Follow-up Phase will be represented by the Construction Activities in the Baseline Schedule and in the schedule updates.

1.6.2.1.4 Construction Activities

No on-site construction activity must have a duration in excess of 20 working days. Contractor activities must be driven by calendars that reflect local holidays and non-work days, unless otherwise defined in this contract.

1.6.2.1.5 Lags

Lags will not be used when the creation of an activity will perform the same function (e.g., concrete cure time). Lag durations contained in the project schedule shall not have a negative value. Use of lags will be kept to the minimum level and Contractor will identify any lag proposed and provide justification with compelling reason for each lag in the Narrative Report.

1.6.2.1.6 Critical Activities

The following activities, when applicable, shall be listed as separate line activities on the Contractor's project schedule:

a. Submission and approval of mechanical / electrical layout drawings.

b. Submission and approval of O&M manuals.

c. Submission and approval of as-built drawings.

d. Submission and approval of 1354 data and installed equipment lists.

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

f. Submission of TAB specialist design review support.

g. Submission and approval of fire protection specialist.

h. Submission and approval of testing and balancing of HVAC plus commissioning plans and data.

i. Air and water balance dates.

j. HVAC commissioning dates.

k. Controls testing plans.

l. Controls testing.

m. Performance Verification testing.

n. Other systems testing, if required

o. Pre-final Inspection

p. Correction of Punch List from Pre-final Inspection

q. Final Inspection

1.6.2.2 Contract Milestones and Constraints

1.6.2.2.1 Project Start Date Milestones

Include as the first activity on the schedule a start milestone titled "Contract Award", which must have a Mandatory Start constraint equal to

SECTION 01 32 17.12 10 Page 5 the Contract Award Date.

1.6.2.2.2 Facility Turnover Planning Meeting Milestones See paragraph ACTIVITY CATEGORIES above.

1.6.2.2.3 Substantial Completion Milestone

Include an unconstrained finish milestone on the schedule titled "Substantial Completion". Substantial Completion is defined as the point in time the Government would consider the project ready for beneficial occupancy wherein by mutual agreement of the Government and Contractor, Government use of the facility is allowed while construction access continues in order to complete remaining items (e.g. punch list and other close out submittals).

1.6.2.2.4 Projected Completion Milestone

Include an unconstrained finish milestone on the schedule titled "Projected Completion". Projected Completion is defined as the point in time the Government would consider the project complete. This milestone must have the Contract Completion (CCD) milestone as its only successor.

1.6.2.2.5 Contract Completion Date (CCD) Milestone

Include as the last activity on the schedule a finish milestone titled "Contract Completion (CCD)". The "CCD" activity shall have a mandatory finish constraint equal to the contract completion date for the project.

Calculation of schedule updates must be such that if the finish of the "Projected Completion" milestone falls after the contract completion date, then negative float will be calculated on the longest path and if the finish of the "Projected Completion" miles falls before the contract completion date, the float calculation must reflect positive float on the longest path.

1.6.2.3 Work Breakdown Structure & Activity Code

At a minimum, the Contractor must establish a Work Breakdown Structure (WBS) and provide activity codes identified as follows:

1.6.2.3.1 Work Breakdown Structure (WBS)

Group all activities and milestones within appropriate WBS categories including, at a minimum, the following:

a. Project Milestones:

(1) Management Milestones

(2) Project Administrative Meetings

b. Pre-Construction Phase:

(1) Submittals and Reviews

(2) Procurement

c. Construction Phase; Create multiple sub-sections in accordance with project specific categories of work including in WBS descending order as follows:

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(1) General Area

(a) Type of Work Item

(b) Location

d. Commissioning & Testing:

(1) Specific area/locations of commissioning

(2) Final Testing

(3) Training

e. Project Closeout: Include activity items such as Punchlist, Demobilization, O&M, As-built Drawings, and As-built NAS.

f. Modifications: Create multiple sub-sections as the project progresses identified by modifications issued.

1.6.2.3.2 Activity Code Dictionary and Values

The Contractor shall use the activity coding structure defined in the Standard Data Exchange Formant (SDEF) in ER-1-1-11, Appendix A. This exact structure is mandatory, even if some fields are not used. The codes will have values assigned that will allow the scheduling program to sort, select, group and organize the activities in the schedule.

1.6.2.4 Anticipated Weather Lost Work Days

Use the following schedule of anticipated monthly non-work days due to adverse weather as the basis for establishing a "Weather Calendar" showing the number of anticipated non-workdays for each month due to adverse weather, in addition to all local non-work days, including weekends

MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS

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

1 2 2 1 0 0 0 0 0 0 0 1

Assign the Weather Calendar to any activity that could be impacted by adverse weather. The Contracting Officer will issue a modification in accordance with the contract clauses, giving the Contractor a time extension for the difference of days between the anticipated and actual adverse weather delay if the number of actual adverse weather delay days exceeds the number of days anticipated for the month in which the delay occurs and the adverse weather delayed activities are critical to contract completion. A lost workday due to weather conditions is defined as a day in which the Contractor cannot work at least 50 percent of the day on the impacted activity.

1.6.2.5 Cost Loading

1.6.2.5.1 Cost Loading Activities

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Assign Material and Equipment Costs, for which payment will be requested in advance of installation, to their respective procurement activity (i.e., the material/equipment on-site activity). Assign cost for material /equipment, paid for after installation; labor; and construction equipment to their respective Construction Activities. The value of commissioning, testing and closeout WBS section must not be less than 10 percent of the total costs for Procurement and Construction Activities. Evenly disperse overhead and profit to each activity over the duration of the project.

1.6.2.5.2 Quantities and Units of Measure

Each cost loaded activity must have a detailed quantity breakdown and unit of measure. Lump sum costing is not acceptable.

1.6.3 Schedule Software Settings and Restrictions

a. Activity Constraints: Date/time constraint(s), other than those required by the contract, are not allowed unless accepted by the Contracting Officer in writing. Identify any constraints proposed and provide an explanation for the purpose of the constraint in the Narrative Report as described in Paragraph REQUIRED TABULAR REPORTS.

b. Default Progress Data Disallowed: Actual Start and Actual Finish dates on the CPM schedule must match the dates on the Contractor Quality Control and Production Reports.

c. Software Settings: Handle schedule calculations and Out-of-Sequence progress (if applicable) through Retained Logic, not Progress Override.

Show all activity durations and float values in days. Show activity progress using Remaining Duration. Set default activity type to "Task Dependent".

d. At a minimum, include the following settings and parameters in Baseline Schedule preparation:

(1) General: Define or establish Calendars and Activity Codes at the "Project" level, not the "Global" level.

(2) Admin Drop-Down Menu, Admin Preferences, Time Periods Tab:

(a) Set time periods for P6 to 8.0 Hours/Day, 40.0 Hours/Week,

172.0 Hours/Month and 2000.0 Hours/Year.

(b) Use assigned calendar to specify the number of work hours for each time period: must be checked.

(3) Admin Drop-Down Menu, Admin Preferences, Earned Value Tab:

(a) Earned Value Calculation: Use "Budgeted values with current dates".

(4) Project Level, Dates Tab:

(a) Set "Must Finish By" date to "Contract Completion Date".

(5) Project Level, Defaults Tab:

(a) Duration Type: Set to "Fixed Duration & Units".

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(b) Percent Complete Type: Set to "Physical".

(c) Activity Type: Set to "Task Dependent".

(d) Calendar(s): A minimum of 4 calendars will be used in preparing the schedule:

1. Seven (7) days work week, no weekends or holidays, and no weather (7 Day Calendar).This calendar is used for any activity whose duration is measured in consecutive calendar days. These activities are mainly in the design and procurement phases. Examples are concrete curing, design review, fabricate & deliver.

2. Six (6) days work week Five (5) days work week , with non-work weekend day, and local public holidays, no weather (Standard Calendar). This calendar is used for construction activities which are not affected by severe weather conditions. Examples are all interior work and above ground structural work which is not temperature sensitive such as structural steel erection. Some activities may require interior heating in cold weather for example, painting and plastering.

3. Six (6) days work week Five (5) days work week with non-work weekend, public holidays and severe weather days as listed in Section 1.42.1 Time Extensions for Unusually Severe Weather (Weather Calendar) This calendar is used for construction activities which cannot or will not be performed in severe weather conditions (such precipitation, high or low temperature, wind), such as earthwork, excavation, compaction, concrete work, exterior plastering etc.

The total number of non-work days for any given month will not exceed the total number of weather days for the month.

Time Extensions that include unusually severe weather days will be recorded on a calendar day basis including weekends and holidays.

The work week must start on Saturday Sunday .

4. Five (5) days work week-Federal Calendar, Saturday Sunday Friday, Saturday and US Federal holiday non-working days. Federal calendar shall be assigned to all Government activities.

Alternative calendars may be used with Contracting Officer's approval.

(6) Project Level, Calculations Tab:

(a) Activity percent complete based on activity steps: Must be checked.

(b) Reset Remaining Duration and Units to Original: Must be checked.

(c) Subtract Actual from At Completion: Must be checked.

(d) Recalculate Actual units and Cost when duration percent complete changes: Must be Checked.

(e) Link Actual to Date and Actual This Period Units and Cost:

Must be Checked.

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(f) Price/Unit: Set to "$1/h".

(g) Update units when costs change on resource assignments: Must be Unchecked.

(7) Project Level, Settings Tab:

(a) Define Critical Activities: Check Longest Path on General tab. check "calculate multiple float paths", select "total float" radio button and specify at least 5 number-of-paths-to-calculate on advanced tab.

Also, select "project completion date milestone" for Display-multiple-float-paths row on advance tab.

(8) Work Breakdown Structure Level, Earned Value Tab:

(a) Technique for Computing Performance Percent Complete:

"Activity percent complete" is selected.

(b) Technique for Computing Estimate to Complete (ETC): "PF = 1" is selected.

1.6.4 Required Tabular Reports

Include the following reports with the Baseline, Monthly Update and any other required schedule submittals:

a. Log Report: Listing of all changes made between the previous schedule and current updated schedule.

b. Narrative Report: Identify and justify:

(1) Progress made in each area of the project;

(2) Critical Path;

(3) Date/time constraint(s), other than those required by the contract

(4) Changes in the following; added or deleted activities, original durations, remaining durations for activities that have not started, logic, milestones, planned sequence of operations, critical path, and cost loading;

(5) Any decrease in previously reported activity Earned Amount;

(6) Pending items and status thereof, including permits, changes orders, and time extensions;

(7) Status of Contract Completion Date and interim milestones;

(8) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(9) Description of current and future schedule problem areas.

(10) Each entry in the narrative report must cite the respective Activity ID and Activity Description, the date and reason for the change, and description of the change.

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(11) Forecast of expected progress in each area of the project for upcoming reporting period, or the following 30 calendar days.

c. Earned Value Report: List all activities having a budget amount cost loaded. Compile total earnings on the project from notice to proceed to current progress payment request. Show current budget, previous physical percent complete, to-date physical percent complete, previous earned value, to-date earned value and cost to complete on the report for each activity.

d. Schedule Variance Control (SVC) Diagram: With each schedule submission, provide a SVC diagram showing 1) Cash Flow S-Curves indicating planned project cost based on projected early and late activity finish dates and 2) Earned Value to-date. Revise Cash Flow S-Curves when the contract is modified, or as directed by the Contracting Officer.

e. Daily Reported Production Activity: Submit on a monthly basis, in electronic spreadsheet format, a summary of daily reported production activity for the reporting month in the update schedule. Use the following columns for reporting:

(1) Date

(2) Activity ID

(3) Work Description

(4) Contractor

(5) Billable Hours

f. Total Float Report: List of all activities by total float in ascending order and then in order of early start date.

g. 30-Day Look Ahead: Activities in progress or scheduled to start or finish within the next thirty (30) calendar days of the project Data Date or is continuing through the thirty (30) day period.

h. Labor Staffing Report and Histogram: With each Baseline Network Analysis Schedule submittal and each updated schedule, a planned early and planned late versus actual labor resource report and histogram will be provided. The report and histogram shall be based upon and shall be in agreement with, the number of shifts and crew sizes by craft, in the Baseline Network Analysis Schedule (planned) and the Monthly Network Update (actual). Included in the report will be a tabular listing of each trade that worked on the activities during the construction period.

i. Equipment Usage Report and Histogram: With each Baseline Network Analysis Schedule submittal and each updated schedule, a planned early and planned late versus actual equipment resource report and histogram will be provided. The report and histogram shall be based upon and shall be in agreement with the equipment allocation in the Baseline Network Analysis Schedule (planned) and the Monthly Network Update (actual). Included in the report will be a tabular listing of equipment (by year, make and model) that worked on the activities during the construction period.

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1.7 SUBMISSION AND ACCEPTANCE

1.7.1 Preliminary Schedule

Within 15 days after NTP is acknowledged, contractor must submit a preliminary schedule for approval that covers initial work phases for the first 90 calendar days for the project with appropriate level of details.

1.7.2 Preliminary Meeting

Prior to the preparation of the Baseline Network Analysis Schedule for acceptance; the Contracting Officer, Contract Administration Branch (CAB) scheduler, Contractor, contractor scheduler shall participate in a preliminary meeting to discuss the proposed schedule and requirements of baseline schedule prior to submission. Complete baseline schedule must be submitted within 30 days of NTP 42 days of NTP is acknowledged.

1.7.3 Monthly Network Analysis Updates

Complete baseline schedule must be submitted within 30 days of NTP is acknowledged. Payment for completed work is dependent on an accepted, detailed schedule for that portion of work.

Contractor and Government representatives must meet at monthly intervals to review and agree on the information presented in the updated project schedule. The submission of an acceptable, updated schedule to the Government is a condition precedent to the processing of the Contractor's invoice.