B.085 CDC SPECIFICATIONS VOL 2 OF 3 - MISSILE ASSEMBLY-DISASSEMBLY FAC (MADF) 505270, KU.pdf

Request for Proposals

Specifications for

MISSILE ASSEMBLY-

DISASSEMBLY FACILITIES

(MADF) RENOVATION, Kuwait

Volume 2 of 3 Divisions 01 - 02

US Army Corps of Engineers Middle East District

W912ER26RA001

MISSILE ASSEMBLY-DISASSEMBLY FACILITY 505270

KUWAIT Aug 28, 2025

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 11/24 SUMMARY OF WORK

01 14 00.00 49 11/24 WORK RESTRICTIONS

01 30 00 11/24 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 49 08/23 PROJECT SCHEDULE

01 33 00 11/24 SUBMITTAL PROCEDURES

01 33 16.00 49 11/24 DESIGN DATA (DESIGN AFTER AWARD)

01 35 26.00 49 11/24 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 11/24 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 11/24 METRIC MEASUREMENTS

01 45 00.00 49 11/24 QUALITY CONTROL

01 45 00.15 10 11/16, CHG 2: 08/19 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 50 00.00 49 11/24 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 11/24 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00.00 49 11/24 CLOSEOUT SUBMITTALS

01 78 23.00 49 11/24 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION AND DECONSTRUCTION

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DOCUMENT PROJECT Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

11/24

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.3 CODES AND STANDARDS

PART 2 PRODUCTS

PART 3 EXECUTION

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SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

11/24

PART 1 GENERAL

1.1 REFERENCES

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

INTERNATIONAL CODE COUNCIL (ICC)

ICC IEBC (2024) International Existing Building Code

KUWAIT FIRE FORCE (KFF)

KFF Code (2020) Kuwait Fire Forces Safety and Fire Prevention Requirements, Volumes 1 through

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 20 (2025) Standard for the Installation of Stationary Pumps for Fire Protection

NFPA 22 (2023) Standard for Water Tanks for Private Fire Protection

1.2 WORK COVERED BY CONTRACT DOCUMENTS

This Design Build project consists of the renovation of the Missile Assembly/Disassembly Facility (MADF) located at Camp Subhan, Kuwait. The existing facility is approximately 24.75 meters by 64.6 meters consisting of a missile assembly/disassembly and canning/decanning bays, administrative offices, restrooms, covered canopy, electrical, communication and mechanical rooms. Facility also includes two overhead cranes and paint booth.

The concrete floor slab has settled and requires to be replaced in its entirety. The new floor slab will be placed at the original design elevation. The repair also requires demolition of all interior walls, excluding the Reinforced Concrete Dividing Wall, at the Disassembly room (reference Demolition Plan). During the removal of the existing slab, investigate if there is presence of pest or any other possible contributing factors to the slab settlement.

The building systems shall be updated and must meet requirements in the

ICC IEBC .

Office space, restrooms, mechanical rooms, and storage rooms will be constructed based on the revised floor plan (reference Facility Layout Plan).

The completed repair shall provide a fully operational and usable facility meeting Kuwaiti design and construction standards.

SECTION 01 11 00 Page 2

The existing Paint Booth within the MADF building will be removed. The paint booth shall be replaced in kind.

Heating, Ventilation, and Air Conditioning (HVAC) systems serving the building will be removed and replaced with new appropriately sized systems. The assembly/disassembly bays will be equipped with 6 compressed air drops, but the building will be equipped with a system capable of supplying 12 drops.

The existing Fire Pump House and water tanks shall be removed and replaced. The water storage will be replaced with one steel fire storage tank in accordance with NFPA 22 . The Fire pump and accessories will be replaced with a prepackaged fire pump and accessories in accordance with KFF Code and NFPA 20 and placed on the appropriate concrete slab that will supply the exterior fire hydrant network and the largest demand for the sprinkler system shall be replaced with similar configuration and per KFF Specification within the MADF Building.

The current situation is one electric 1500 gallon per minute (gpm) fire pump, one backup diesel 1500 gpm fire pump, one 150 gpm electric jockey pump, ventilation fan, and fire pump controller for each fire pump. The poly water storage tanks include two 210 cubic meter (m 3) tanks to total

420 m 3 which shall be replaced with steel tank for equivalent water storage. Current NFPA requirements do not call for a backup fire pump nor to separate the fire water storage into two equal tanks.

The MADF facility project shall include removing and replacing two wet-pipe sprinkler systems being fed from the above fire pump and storage tank. The office areas hydraulic calculations are classified as light hazard with a design density of 4.1 lpm for 280 square meters (m 2) and the canning/de-canning and other similar areas hydraulic calculations are Ordinary Hazard 2 with a design density of 8.1 lpm for 280 SM. The paint booth shall be added to the hydraulic calculations and provided wet-pipe sprinklers inside.

Enclosure of the canopy area. Provide a design to enclose the canopy area and provide doors in accordance with the floor plan (reference Facility Layout Plan). This design will need to be approved by the PEB manufacturer to ensure enclosure of the building is in compliance with the building structural requirements. This will include the installation of roll-up doors and verification that the existing HVAC system will support the load of additional conditioned space.

Contact Contracting Officer immediately if metal building manufacturer determines existing structure cannot support enclosure of canopy area.

Provide an alternate solution concept to enclose the canopy area. Approval by the Contracting Officer is required prior to design and construction of an alternate concept solution

Exterior building systems will require renovation and upgrades. Refurbish the existing irrigation system and operates in a manner that does not negatively impact or contribute to further eroding site conditions by draining into an approved storm water solution. Contractor to ensure surface runoff is draining away from building. On the side that has all the vegetation, water should feed into an approved storm drain. Install down spouts that feed into the an approved storm water solution, or similar type of underground piping that discharges outside the parking

SECTION 01 11 00 Page 3 area, outside of the side slopes. Remove and replace the existing sidewalk around the MADF building with new sidewalk. Repair and repoint exterior brick facade of the MADF building as needed. Repair and stabilize the steep slopes around the MADF facility. In addition, there are exterior parking light poles which need to be replaced. Replace surrounding roadway and parking lot with new asphalt.

Furniture to be provided in accordance with the project specifications.

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

Original MADF design drawings (Appendix B) and as-builts (Appendix J) are provided.

The existing sanitary sewer system needs to be inspected for leaks and clogs. At a minimum the sanitary manholes need to be emptied, cleaned, and refurbished, in addition to the removal of the vegetation around the manholes, septic tank, and absorption field. Repair any additional damage done to the sanitary sewer system.

Domestic water tank shall be removed and replaced with new tank and pumps as described in Section 01 33 16.00 49 Design Data (Design after Award).

1.3 CODES AND STANDARDS

The Contractor's design and construction must comply with all current Kuwait Design and Construction Standards and Codes and technical requirements contained herein. The Contractor shall provide design and construction using the best blend of cost, construction efficiency, system durability, ease of maintenance and environmental compatibility. The Contractor shall be responsible for obtaining all approvals from the following Kuwait Ministries/Agencies before proceeding with construction:

Ministry of Public Works (MPW)

Ministry of Electricity and Water (MEW)

Kuwait Fire Force (KFF)

Ministry of Communications (MOC)

Ministry of Interior (KMOI) Directorate General of Civil Aviation (DGCA)

Kuwait Environmental Protection Authority (EPA) Other Kuwait Ministries or Agencies as necessary to complete construction and obtain building occupancy

SECTION 01 11 00 Page 4

PART 2 PRODUCTS

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PART 3 EXECUTION

Not used.

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SECTION 01 11 00 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.00 49

WORK RESTRICTIONS

11/24

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

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

1.3.1.3 On-Base Photography

1.3.1.4 Radio Transmitters

1.3.2 Working Hours

1.3.3 Work Outside Regular Hours

1.3.4 Occupied Buildings

1.3.5 Excavation, Utility Cutovers, and Interruptions

1.4 SECURITY REQUIREMENTS

1.4.1 Requirements

1.4.2 Security Area

1.4.2.1 Identification of Employees in the Development Area

1.4.2.2 Identification of Vehicles and Equipment in the Project

Areas

1.4.3 Escorted Access Passes

1.4.4 Contractor Security Manager

1.4.5 Access to Operational Areas

PART 2 PRODUCTS

PART 3 EXECUTION

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SECTION 01 14 00.00 49 Page 1

SECTION 01 14 00.00 49

WORK RESTRICTIONS

11/24

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Occupational Health (SOH) Requirements

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

List of Contact Personnel; G RO

Access List; G, RO

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

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

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, 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

SECTION 01 14 00.00 49 Page 2 tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.1.3 On-Base Photography

Do not engage in or permit workers to engage in any form of photography without prior written approval from the Contracting Officer.

1.3.1.4 Radio Transmitters

To preclude accidental actuation of sensitive electronic equipment, do not use radio transmitting equipment without prior approval of the Contracting Officer.

1.3.2 Working Hours

Regular working hours will be from 0700 to 1700 Sunday through Thursday.

The Government fully expects the Contractor to apply for work beyond normal working hours to complete the work in the time allocated. The work week will be Sunday through Thursday, excluding the following Government holidays:

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 Juneteenth 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

1.3.3 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, SECTION 01 14 00.00 49 Page 3 contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Fridays, Saturdays, and Government holidays.

1.3.4 Occupied Buildings

Work around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

1.3.5 Excavation, Utility Cutovers, and Interruptions

a. Notify Contracting Officer and Kuwaiti Military Engineering Projects (MEP) office with official letter at least 72 hours prior to starting excavation work.

b. Obtain Digging permits prior to the start of excavation and comply with Installation requirements for locating and marking underground utilities. Verify existing utility locations indicated on contract drawings, within area of work. If underground utilities, not identified on the drawings, are encountered, stop excavating and contact the Contracting Officer.

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

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

e. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to four hours. This time limit includes time for deactivation and reactivation.

f. 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.

1.4 SECURITY REQUIREMENTS

1.4.1 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 must 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

SECTION 01 14 00.00 49 Page 4 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.

Work through the Contracting Officer to assure that security regulations are followed.

1.4.2 Security Area

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

1.4.2.1 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". Subsequently, each individual must go through a Screening Process before the issuance of entry badge. Employees must 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.

Conduct random inspections to assure that identification badges are properly displayed. In addition to identification badges, all contractor labor personnel must wear coveralls of a distinct color for the contractor's personnel and for each subcontractor's personnel. The coveralls must have markings on the back clearly identifying the company for whom the employee works. Where coveralls are not required by the Installation, contractor and subcontractor employees must wear safety vests meeting the requirements of EM 385-1-1 , with markings on the back clearly identifying the company for whom the employee works.

1.4.2.2 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. Provide a list of all vehicles that require access to the project areas. This access list includes the type of equipment, make and model, registration number, company name of owner.

Plan 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 must 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 may be left unattended in the project areas at any time.

1.4.3 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 with KMOD approval.

Contractor is solely responsible to obtain such permission.

1.4.4 Contractor Security Manager

Appoint an individual to act as Security Manager throughout the duration of this contract. The Security Manager's primary function is to coordinate all issues relative to access work site, to establish and maintain employee and vehicle access lists, to coordinate the entry of

SECTION 01 14 00.00 49 Page 5 escorted visitors and materials to the Security Areas, and to generally represent the contractor's interest in dealing with the Contracting Officer and the KMOD Security Officer. This individual must be capable of clearly communicating orally and in writing with Security personnel. The ability to communicate in English as well and Arabic/Modern Standard Arabic and coordinate access with KMOD security personnel is required.

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 must work at the Contractor's office. At the start of construction the Security Manager, the Contracting Officer, and KMOD Security Officer must meet to discuss all details of the security requirements, to reach an understanding of the Security Manager's duties, and other operational relationships.

1.4.5 Access to Operational Areas

Contractor personnel are expressly prohibited from entering the Project Area without authorization. Coordinate necessary access through the Contracting Officer and approved by the Security Officer a minimum of 14 days before access is required.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00.00 49 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/24

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 VIEW LOCATION MAP

1.4 PROGRESS AND COMPLETION PICTURES

1.5 COMPLIANCE WITH HOST COUNTRY RULES AND CUSTOMS

1.6 LOCALLY AVAILABLE SERVICE FOR EQUIPMENT

1.7 SUPERVISION

1.7.1 Superintendent Qualifications

1.7.2 Minimum Communication Requirements

1.7.3 Duties

1.7.4 Non-Compliance Actions

1.8 PRECONSTRUCTION CONFERENCE

1.8.1 Attendees

1.9 FACILITY TURNOVER PLANNING MEETINGS (Red Zone Meetings)

1.9.1 Red Zone Checklist

1.9.2 Meetings

1.10 PARTNERING

1.10.1 Team-Led (Informal) Partnering

PART 2 PRODUCTS

PART 3 EXECUTION

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SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/24

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 (2024) Safety -- Safety and Occupational Health (SOH) Requirements

1.2 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for information only. When used, a code following the "G" classification 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

View Location Map

Progress and Completion Pictures

1.3 VIEW LOCATION MAP

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

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs 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.

Include a date designator in file names. Photographs provided are for unrestricted use by the Government.

1.5 COMPLIANCE WITH HOST COUNTRY RULES AND CUSTOMS

The laws of the host country may prohibit access to certain areas of the

SECTION 01 30 00 Page 2 country which are under military control. Furnish the Contracting Officer the names of personnel, type, and amounts of equipment, dates and length of time required at the site, and the purpose of entering the host country. It is understood that areas to which rights of entry are provided by the Host Government are to be used only for work carried out under the Contract and no destruction or damages shall be caused, except through normal usage, without concurrence of the Host Government.

The following items are the sole responsibility of the Contractor to investigate, estimate as to cost, and assume the risk, as normally encountered by Contractors. Determine the effect of the following on the Contractor's cost of performance of the Contract and for including sufficient amount in the Contract price:

a. Official language and type of accounts required to satisfy the officials of the Local Government.

b. Entry and exit visas, residence permits, and residence laws applicable to aliens. This includes any special requirements of the Host Government, including those required by local Labor Offices, which the Contractor may have to fulfill before an application for a regular block of visas will be accepted.

c. Passports, health and immunization certificates, and quarantine clearance.

d. Compliance with local labor and insurance laws, including payment of employer's share of contribution, collecting balance from employee and paying into insurance funds.

e. Strikes, demonstrations and work stoppage.

f. Collection through withholding and payment to local Government, of any Host Country income tax on employees subject to tax.

g. Arranging to perform work in the Host Country, to import personnel, to employ non-indigenous labor, to receive payments and to remove such funds from the country.

h. Operating under local laws, practices, customs and controls, and with local unions, in connection with hiring and firing, mandatory wage scales, vacation pay, severance pay, overtime, holiday pay, 7th day of rest, legal notice or pay in lieu thereof for dismissal of employees, slowdown and curtailed schedules during religious holidays and ratio of local labor employed in comparison to others.

i. Possibility of claims in local bureaus, litigation in local courts, or attachment of local bank accounts.

j. Compliance with workmen's compensation laws and contributions into funds. Provisions of necessary medical service for Contractor employees.

k. Special license required by the local Government for setting up and operating any manufacturing plant in the Host Country, e.g. concrete batching, precast concrete, concrete blocks.

l. Sales within the host country of Contractor-owned materials, and equipment.

SECTION 01 30 00 Page 3

m. Special licenses for physicians, mechanics, tradesmen, drivers, etc.

n. Identification and/or registration with local police of imported personnel.

o. Stamp tax on documents, payments and payrolls.

p. Base passes for permanent staff, day laborers, motor vehicles, etc.

q. Compliance with all customs and import rules, regulations and restrictions, including, but not limited to, local purchase requirements.

1.6 LOCALLY AVAILABLE SERVICE FOR EQUIPMENT

Equipment furnished under this Contract, regardless of country of manufacture or purchase, must have in-country service availability. If in-country service is not available for the Contractor proposed equipment, provide written justification for the Contracting Officer's approval.

Submit the justification for each product or material for which a waiver is sought concurrently with the submittal required by the Technical Provisions. Submission of group or "blanket" waivers is unacceptable.

1.7 SUPERVISION

1.7.1 Superintendent Qualifications

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

1.7.2 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.

1.7.3 Duties

The project superintendent is primarily responsible for managing subcontractors 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.

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1.7.4 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 ensure timely completion.

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

1.8 PRECONSTRUCTION CONFERENCE

Prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Conference . The purpose of this conference is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out. Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.8.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors. The Contractor is encouraged to have an officer of his company and representation from his sub-contractors at this conference.

1.9 FACILITY TURNOVER PLANNING MEETINGS (Red Zone Meetings)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start planning the turnover process at the Pre-Construction Conference meeting with a discussion of the Red Zone process and convene at regularly scheduled Red Zone Meetings beginning at approximately 75 percent of project completion. Include the following in the facility Turnover effort:

1.9.1 Red Zone Checklist

a. Contracting Officer's will provide the Contractor a copy of the Red Zone Checklist template.

b. Prior to 75 percent completion, modify the Red Zone Checklist template by adding or deleting critical activities applicable to the project and assign planned completion dates for each activity. Submit the modified Red Zone Checklist to the Contracting Officer. The Contracting Officer may request additional activities be added to the Red Zone Checklist at any time as necessary.

1.9.2 Meetings

a. Conduct regular Red Zone Meetings beginning at approximately 75 percent project completion, or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first.

SECTION 01 30 00 Page 5

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

At the beginning, Red Zone meetings may be every two weeks then increase to weekly towards the final month of the project.

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

d. During the Red Zone Meetings discuss with the COR any upcoming activities that require Government involvement.

e. Maintain the Red Zone Checklist by documenting the actual completion dates as work is completed and update the Red Zone Checklist with revised planned completion dates as necessary to match progress.

Distribute copies of the current Red Zone Checklist to attendees at each Red Zone Meeting.

1.10 PARTNERING

To most effectively accomplish this Contract, the Contractor and Government must form a cohesive partnership with the common goal of drawing on the strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule. The partnering team must consist of personnel from both the Government and Contractor including project level and corporate level leadership positions. Key Personnel from the supported command, end user, Contractor, key subcontractors and the Designer of Record are required to participate in the Partnering process.

1.10.1 Team-Led (Informal) Partnering

a. The Contracting Officer will coordinate the initial Team-Led (Informal) Partnering Session with key personnel of the project team, including Contractor and Government personnel. The Partnering Session will be co-led by the Government Construction Manager and Contractor's Project Manager.

b. The Initial Team-led Partnering session may be held concurrently with the meeting. Partnering sessions will be held at a location mutually agreed to by the Contracting Officer and the Contractor, typically at a conference room on-base or at the Contractor's temporary trailer.

c. The Initial Team-Led Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by Contracting Officer.

d. The Partners will determine the frequency of the follow-on sessions.

e. Participants will bear their own costs for meals, lodging and transportation associated with Partnering.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 49

PROJECT SCHEDULE

08/23

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

3.1.1 Scheduling Expectations Kickoff (SEKO) Meeting

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 Activities

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 Adverse Weather

3.3.9 Calendars

3.3.10 Open Ended Logic

3.3.11 Default Progress Data Disallowed

SECTION 01 32 01.00 49 Page 1

3.3.12 Out-of-Sequence Progress

3.3.13 Added and Deleted Activities

3.3.14 Original Durations

3.3.15 Leads, Lags, and Start to Finish Relationships

3.3.16 Retained Logic

3.3.17 Percent Complete

3.3.18 Remaining Duration

3.3.19 Cost Loading of Closeout Activities

3.3.19.1 As-Built Drawings

3.3.19.2 O & M Manuals

3.3.19.3 Commissioning and Testing Activities

3.3.20 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 Electronic Scheduling Data

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 Scheduling and Leveling Report

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 Grouping and Sorting

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 Changes That Do Not Cause Delay

3.8.3 Time Impact Analysis (Prospective Analysis)

3.8.4 Forensic Schedule Analysis (Retrospective Analysis)

3.8.5 Fragmentary Network (Fragnet)

3.8.6 Time Extension

3.8.7 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 RESIDENT MANAGEMENT SYSTEM

3.12 PRIMAVERA P6 MANDATORY REQUIREMENTS

-- End of Section Table of Contents --

SECTION 01 32 01.00 49 Page 2

SECTION 01 32 01.00 49

PROJECT SCHEDULE

08/23

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

AACE 84R-13 (2015) Planning and Accounting for Adverse Weather

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 67-17 (2017) Schedule Delay Analysis

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (2017) Administration -- Project Schedules

1.2 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for information only. When used, a code following the "G" classification 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 Scheduler Qualifications; G, RO

Preliminary Project Schedule; G, RO

Initial Project Schedule; G, RO

Periodic Schedule Update; G, RO

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 Designated Project Scheduler must have prepared and maintained at least three previous construction schedules for projects of similar size and complexity to this Contract, using Primavera P6..

Representative must have a comprehensive knowledge of CPM scheduling principles and application.

SECTION 01 32 01.00 49 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 uses Primavera P6. Ensure exported schedule files are compatible with the version of P6 used by the Government.

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. Verify at the SEKO meeting which version of P6 is in use by the Government. Export the schedule in a version of P6 no newer than that used by the Government.

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).

3.1.1 Scheduling Expectations Kickoff (SEKO) Meeting

In conjunction with the preconstruction conference, the Government and the Contractor will hold a separate and distinct SEKO Meeting. The intent of this meeting is for the Government to review with the Contractor the

SECTION 01 32 01.00 49 Page 4 requirements of the scheduling specification, communicate the Government’s expectations regarding schedule development and management, and answer any questions the Contractor may have regarding the schedule requirements.

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining Contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a Contract Line Item NUmber (CLIN) must equal the value of the CLIN. Match the progress payment "Pay Period Thru" date in RMS to the schedule data date.

3.2.1 Activity Cost Loading

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

Activities with a negative cost loading is not allowed. Costs must be in U.S. dollars (US$). Evenly disperse overhead and profit to each activity over the duration of the project. Preconstruction submittals, non-construction, procurement activities must not be cost-loaded.

Cost-loading for delivery activities of long-lead materials, equipment, fabricated assemblies, and supplies must be requested and discussed at the SEKO meeting and approved by the Contracting Officer. Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

3.2.2 Withholdings / Payment Rejection

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

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

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

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

3.3.2 Activity Durations

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

Non-procurement activities Original Durations (OD) are not to exceed 20 workdays or 30 calendar days.

3.3.3 Procurement Activities

Include in the schedule activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead

SECTION 01 32 01.00 49 Page 5 materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Activities

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

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

b. .

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

d. Submission and approval of O & M manuals.

e. Submission and approval of as-built drawings.

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

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

h. Submission of TAB specialist design review report.

i. Submission and approval of fire protection specialist.

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

These activities may include but are not limited to: air and water balancing, building commissioning -functional performance testing, controls testing, and performance verification testing. Include other systems testing, if required. Include additional commissioning requirements noted elsewhere in the Contract as required in the schedule and discuss during the SEKO meeting, noted in Paragraph

SCHEDULING EXPECTATIONS KICKOFF MEETING (SEKO).

k. Contractor's pre-final inspection.

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

m. Government's pre-final inspection.

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

o. Final inspection.

3.3.5 Government Activities

Show in schedule, Government and other agency activities that could impact progress. These activities include, but are not limited to environmental

SECTION 01 32 01.00 49 Page 6 permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.6 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 . This exact structure is mandatory. Develop and assign all Activity Codes to activities as detailed herein.

The SDEF format is as follows:

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible Party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

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

3.3.6.1 Workers Per Day (WRKP)

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

3.3.6.2 Responsible Party Coding (RESP)

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

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

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

SECTION 01 32 01.00 49 Page 7

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

3.3.6.3 Area of Work Coding (AREA)

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

Activities cannot have more than one Work Area Code.

3.3.6.4 Modification Number (MODF)

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

3.3.6.5 Bid Item Coding (BIDI)

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

3.3.6.6 Phase of Work Coding (PHAS)

Assign Phase of Work Code to all activities.