AMENDMENT 0004 - SPECIFICATIONS DOC - Jordan MSA 474515.pdf

Munitions Storage Area Contract Documents Complete (CDC) UD 2.4 11 September 2020

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 15 00.12 10

SUPPLEMENTARY REQUIREMENTS -- REVISED BY AMENDMENT NO. 0004

10/15

PART 1 GENERAL

1.1 SUBMITTALS

1.2 DESIGNER OF RECORD QUALIFICATIONS

1.3 SECURITY AND OPERATIONAL SAFETY

1.3.1 Security

1.3.2 Operational Safety

1.3.2.1 NOT USED.

1.3.2.2 Operational Safety Plan

1.4 PHYSICAL CONDITIONS

1.5 DIGGING PERMITS

1.5.1 Requirements for Digging Permits

1.5.2 Requests for Digging Permits

1.5.3 Preparation of Requests for Digging Permits

1.5.4 Existing Underground Utilities

1.5.5 Use of Underground Utility Detecting Device

1.5.6 Hand Excavation

1.6 HAUL ROUTES - SPECIAL REQUIREMENTS

1.7 RESPONSIBILITY FOR PHYSICAL SECURITY

1.8 CERTIFICATES OF COMPLIANCE

1.9 ACCIDENT PREVENTION

1.9.1 Ground Fault Circuit Interrupter (GFCI) Requirement - Overseas

Construction

1.9.2 Temporary Power - Electrical Distribution Boxes

1.9.3 Reinforcement Caps

1.10 LOCALLY AVAILABLE SERVICE FOR EQUIPMENT

1.11 CONTRACTOR'S MOBILIZATION AREA

1.12 NOT USED

1.13 STANDARDIZATION

1.14 ON-BASE PHOTOGRAPHY PROHIBITION

1.15 PUBLIC RELEASE OF INFORMATION

1.15.1 Prohibition

1.15.2 Subcontract and Purchase Orders

1.16 RESIDUAL CONSTRUCTION MATERIAL

1.17 COMPLIANCE WITH HOST COUNTRY RULES AND CUSTOMS

1.17.1 Contractor's Responsibilities

1.18 RADIO TRANSMITTER RESTRICTIONS

1.19 BASE HOT WORK PERMITS

1.19.1 Requirement for Hot Work Permits

1.19.2 Requests for Hot Work Permits

1.19.3 Preparatory Inspections and Inspection of Equipment

1.20 CONTRACTOR TRANSPORTATION AND CUSTOMS CLEARANCE

1.20.1 Shipments of Materials

1.20.2 Contractor's Responsibilities

1.20.3 Physical Handling of Materials

1.20.4 Certification

W912ER-14-D-0003 SECTION 01 15 00.12 10 Page 1 Solicitation Number: W912ER20R0014 D3167003

W912ER20R0014 AMENDMENT 0004

1.21 FOREIGN OBJECTS DAMAGE CONTROL

1.22 NOTICES

1.22.1 1.21.1 Notice Of Construction

1.22.2 Issuance of NOTAMS

1.23 UNSCHEDULED WORK STOPPAGES

1.24 EXHIBIT

-- End of Section Table of Contents --

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SECTION 01 15 00.12 10

SUPPLEMENTARY REQUIREMENTS -- REVISED BY AMENDMENT NO. 0004

10/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for 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

Registered Designers' Proof of Degrees and Licensing; G M/R

Site Security Plan; G M/R

Operational Safety Plan; G M/R

Requests for Digging Permits; G M/R

Proposed Means of Providing Project Security; G M/R

Requests for Hot Work Permits; G M/R

Shipping Documents; G M/R

Foreign Objects Damage (FOD) Control Plan; G M/R

SD-07 Certificates

Certificates Of Compliance

SD-11 Closeout Submittals

O&M Performance Period Reports and Records; G M/R

1.2 DESIGNER OF RECORD QUALIFICATIONS

The following shall serve as minimum requirements for Registered Designers, including engineers and architects acting as Designer(s) of Record (DOR). The Designer(s) of Record shall have responsibility for the preparation and issuing of documents and services pertaining to that specific discipline. All design work shall be performed or supervised by the appropriate Designer of Record.

Each Registered Designer and/or Design Firm performing design work shall have at minimum one person with a bachelor's degree or equivalent college degree in the applicable discipline, and each shall hold a current professional registration in any of the 50 States of the United States of America, or equivalent recognized international body. Acceptance of equivalency of a university's

W912ER-14-D-0003 SECTION 01 15 00.12 10 Page 3 degree for professional registration and each professional registration shall be at the sole discretion of the Contracting Officer. Proof of degrees and licensing shall be provided.

At a minimum each design discipline shall have at least one person with a minimum of five (5) years of experience in the applicable field designing projects of similar scope, complexity and magnitude, or as otherwise specified in the Contract Documents.

1.3 SECURITY AND OPERATIONAL SAFETY

The Contractor shall prepare a security/safety program that includes the preparation and monitoring of site security and operational safety.

1.3.1 Security

The Contractor shall prepare a site security plan during construction. The plan shall be submitted with the first design submittal. The plan shall include detailed procedures for controlling access to the project site through the use of gate guards, ID badge, entry access lists and/or other measures as required by the Air Base. The Contractor shall become acquainted with all the required security measures of the Air Base during the proposal phase.

1.3.2 Operational Safety

1.3.2.1 NOT USED.Design Phase Safety

The contractor shall follow all of the operational safety requirements and guidelines identified in Appendix B, Section 14 of UFC 3-260-01.

The Contractor shall submit access requirements of design personnel at the Pre-Design Conference. The safety requirements and procedures for design personnel access to the project site will be established at the Pre-Design Conference. It is the Contractor's responsibility to ensure that design personnel are familiar with and follow safety procedures.

1.3.2.2 Operational Safety Plan

The Contractor shall prepare an operational safety plan that addresses the requirements and safety considerations of Sections B14-5 and B14-6 in Appendix B of UFC 3-260-01. The plan shall address operational safety throughout the life of the project. The operational safety plan shall be submitted with the first design submittal.

1.4 PHYSICAL CONDITIONS

The indications of physical conditions on the drawings and in the specifications are the result of site investigations. Exploration logs (FOR INFORMATION ONLY) are presented as an exhibit to this section.

1.5 DIGGING PERMITS

1.5.1 Requirements for Digging Permits

Prior to the start of any work activity which requires excavation within the current base , the Contractor shall obtain a digging permit.

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1.5.2 Requests for Digging Permits

Requests for Digging Permits shall be submitted through the Contracting Officer to the Base a minimum of seven (7) days prior to the start of the work activity covered by the permit. The request for a Digging Permit shall include a narrative description of the work to be performed and a detailed map of the area of the excavation clearly marking the location of all known utilities or other obstructions. If the work activity covered by the Digging Permit request also requires a utility outage, a separate request for the outage shall be submitted.

1.5.3 Preparation of Requests for Digging Permits

Prior to submitting a request for a Digging Permit, the Contractor shall carefully review the area to be excavated to determine the location of existing utilities and other obstructions. The Contractor will review available drawings and will conduct a visual inspection of the site. The Contractor will utilize underground utility detecting devices such as metal and cable detectors to determine the location of existing utilities.

All utility lines found shall be clearly flagged or marked and the location of the utility shall be shown on the drawing to be submitted with the request for Digging Permit.

1.5.4 Existing Underground Utilities

Existing utilities may be present in the construction area which may not be shown, or are inaccurately shown, on the base as-built drawings and the contract drawings. The Contractor shall exercise utmost care in researching locations of existing utilities and reducing damage to existing utilities.

Any utilities damaged by the Contractor shall be promptly repaired by the Contractor. The Contracting Officer will review and approve any proposed repairs. Any damage to existing utilities will be immediately reported to the Contracting Officer and the Base .

1.5.5 Use of Underground Utility Detecting Device

Prior to any excavation, a metal and/or cable detecting device shall be used along the route of the excavation. All underground utilities discovered by this method will be flagged a minimum distance of one-half (1/2) meter on each side of the location.

1.5.6 Hand Excavation

Hand excavation methods and special supervisory care shall be used between any flagged markers, in areas of known or suspected hazards, and in areas known or suspected to have multiple and/or concentrated utility lines or connections.

1.6 HAUL ROUTES - SPECIAL REQUIREMENTS

The Contractor shall be responsible for coordinating with the Host Government use of any existing roads as haul routes. Construction, and routing of new haul roads, and/or upgrading of existing roads for the Contractor's use, is the sole responsibility of the Contractor. It shall be the Contractor's responsibility to obtain such local authorizations, permits and licenses necessary to establish his mobilization camp, quarry operations, batching operations and haul routes.

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1.7 RESPONSIBILITY FOR PHYSICAL SECURITY

Prior to mobilization, the Contractor shall submit his proposed means of providing project security to prevent unauthorized access to equipment, facilities, materials and documents, and to safeguard them against sabotage, damage, and theft. The Contractor shall be responsible for physical security of all materials, supplies, and equipment of every description, including property which may be Government-furnished or owned, for all areas occupied jointly by the Contractor and the Government, as well as for all work performed.

1.8 CERTIFICATES OF COMPLIANCE

Any certificates required for demonstrating proof of compliance of materials with specification requirements shall be executed in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Each certificate shall be signed by an official authorized to certify in behalf of the manufacturing company involved and shall contain the name and address of the Contractor, the project name and location, description and the quantity of the items involved, and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies.

Certification shall not be construed as relieving the Contractor from furnishing satisfactory material.

1.9 ACCIDENT PREVENTION

The Contractor shall comply with all applicable Host Country laws and with such additional measures as the Contracting Officer may find necessary in accordance with CONTRACT CLAUSE 52.236-13 entitled ACCIDENT PREVENTION (NOV 1991). Applicable provisions of the Corps of Engineers manual entitled Safety and Health Requirements Manual EM 385-1-1, will be applied to all work under this contract. The referenced manual may be obtained from the Contracting Officer's Representative at the jobsite or from the Middle East District at Winchester, Virginia.

1.9.1 Ground Fault Circuit Interrupter (GFCI) Requirement - Overseas Construction

The Corps of Engineers Health and Safety Manual, EM 385-1-1, section 11.C.05.a. states: "The GFCI device shall be calibrated to trip within the threshold values of 5 ma +/- 1 ma as specified in Underwriters Laboratory (UL) Standard 943." A variance from USACE has been granted allowing 10 ma, in lieu of 5 ma, for overseas activities that use 220 Volts(V)/50 hertz(hz) electrical power.

1.9.2 Temporary Power - Electrical Distribution Boxes

EM 385-1-1 section 11.A.01.a. states "All electrical wiring and equipment shall be a type listed by a nationally recognized testing laboratory for the specific application for which it is to be used." This includes temporary electrical distribution boxes. Locally manufactured electrical boxes will not be allowed. Only manufactured electrical distribution boxes that meet the European CE requirements, with 10 ma CE type GFCIs installed shall be allowed.

Contractors shall:

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a. Make no modifications that might void any CE or manufacturer certification.

b. Test the installed systems to demonstrate that they operate properly and provide the 10 ma earth leakage protection.

c. Ensure GFCIs will have an integral push-to-test function. The testing shall be performed on a regular basis.

d. Check that proper grounding is checked regularly and flexible cords, connectors, and sockets inspected before each use.

1.9.3 Reinforcement Caps

All rebar and other protruding reinforcing steel, onto and into which employees could fall, shall be guarded to eliminate the hazard of impalement. The guarding shall meet Code of Regulations, Title 8, Section

344.90 California Impalement Protection. Each protective cover shall be marked with the following information:

(1) Model Number or Trademark.

(2) California Approval Number as issued pursuant to Sections 1712 and 1505 of the above listed Code .

(3) Size(s) designation.

1.10 LOCALLY AVAILABLE SERVICE FOR EQUIPMENT

All equipment furnished under this contract, regardless of country of manufacture or purchase, must have in-country service availability. In the event that the Contractor proposed to provide equipment for which in-country service is not available, the Contractor must provide written justification for the Contracting Officer's approval. This justification shall be submitted 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.

1.11 CONTRACTOR'S MOBILIZATION AREA

The Contractor will be permitted to use an area as directed by the Contracting Officer within the contract limits for operation of his construction equipment and plants, shops, warehouses, and offices. The Contractor shall not be authorized to have living accommodations for his work force on the site. The Contractor is responsible for obtaining any required additional mobilization area above that designated. On completion of the contract, all facilities shall be removed from the mobilization area by the Contractor and shall be disposed of in accordance with applicable Host Government Laws and Regulations. The site shall be cleared of construction debris and other materials and the area restored to its final grade. See Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES for additional requirements.

1.12 NOT USED

1.13 STANDARDIZATION

Where two or more items of the same type or class of equipment furnished in this project are required, the units shall be products of the same manufacturer and shall be interchangeable when of the same size, capacity, performance characteristics, and rating. The only exception to this

W912ER-14-D-0003 SECTION 01 15 00.12 10 Page 7 requirement is where the items are interchangeable due to conformance with industry standards (valves, fittings, etc.), they need not be by the same manufacturer. This requirement applies to all manufactured items in the project which normally require repair or replacement during the life of the equipment.

1.14 ON-BASE PHOTOGRAPHY PROHIBITION

The Contractor shall not engage in any form of photography without prior written approval from the Contracting Officer.

1.15 PUBLIC RELEASE OF INFORMATION

1.15.1 Prohibition

There shall be no public release of information or photographs concerning any aspect of the materials or services relating to this bid, contract, purchase order, or other documents resulting therefrom without the prior written approval of the Contracting Officer.

1.15.2 Subcontract and Purchase Orders

The Contractor agrees to insert the substance of this clause in all purchase orders and subcontract agreements issued under this contract.

1.16 RESIDUAL CONSTRUCTION MATERIAL

All Contractor purchased materials and equipment intended for incorporation into the completed facilities and which are later determined excess to the actual construction requirements, will become the property of the Government. The residual materials and equipment shall be tagged (giving the area where like type material and equipment were installed), and stored in an orderly manner in a designated area as directed and approved by the Contracting Officer.

1.17 COMPLIANCE WITH HOST COUNTRY RULES AND CUSTOMS

The laws of Host Country may prohibit access to certain areas of the country which are under military control. The Contractor shall 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.

1.17.1 Contractor's Responsibilities

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 on fixed-price contracts. The Contractor shall be responsible for determining the effect of the following on its own 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

W912ER-14-D-0003 SECTION 01 15 00.12 10 Page 8 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, etc.

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

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.

1.18 RADIO TRANSMITTER RESTRICTIONS

To preclude accidental actuation of sensitive electronic equipment, the

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Contractor shall not use radio transmitting equipment without prior approval of the Contracting Officer.

1.19 BASE HOT WORK PERMITS

1.19.1 Requirement for Hot Work Permits

Prior to the start of a work activity including hot work (welding, burning, etc.) or the operating of other flame producing devices, the Contractor shall obtain a Hot Work Permit.

1.19.2 Requests for Hot Work Permits

Requests for Hot Work Permits shall be submitted through the Contracting Officer to the Base Fire Department a minimum of 7 days prior to the start of the work activity covered by the permit. The request for a Hot Work Permit shall include a narrative description of the work to be accomplished, a list of equipment to be used, and a description of special safety precautions that the Contractor will put in place during the work to assure compliance with EM 385-1-1 and Base Fire Regulations.

1.19.3 Preparatory Inspections and Inspection of Equipment

During the Preparatory Inspection for any work activity including hot work, the Hot Work Permit shall be reviewed. During the Preparatory inspection, all hot equipment and safety equipment shall be checked to assure that it is in proper working order. Safety equipment required by the Hot Work Permit shall be checked at the beginning of each shift to assure that it is in proper working order.

1.20 CONTRACTOR TRANSPORTATION AND CUSTOMS CLEARANCE

All materials and equipment which are not to be incorporated into the project, such as office trailers, cranes, metal forms, etc., may be shipped free of duty, if the following actions are taken:

1.20.1 Shipments of Materials

All shipments of materials into the country for use in performance of work under this contract and supplies or services necessary for support of the Contractor's personnel shall be addressed to the shipping address furnished to the Contractor by the Contracting Officer. Address will be furnished upon request by the Contractor.

1.20.2 Contractor's Responsibilities

The Contractor shall be responsible for all customs clearance actions. All necessary arrangements, clearance procedures, and coordination with the Host Government customs, will be the sole responsibility of the Contractor. The Contractor shall submit to the Contracting Officer, with a cover letter, information copies of the shipping documents for the shipment(s) involved. As a minimum, the following shall be included as enclosures, with the cover letter to the Contracting Officer in three (3) copies:

a. Invoice. (Include a copy in Arabic)

b. Bill of Lading.

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c. Certificate of Origin.

d. Statement on the cover letter as to Port of Customs Clearance, estimated arrival date, general description of the shipment, quantity and the name of the carrier.

e. Serial number or model number of shipment items.

1.20.3 Physical Handling of Materials

The Contractor shall be responsible for performance of all loading, unloading, transportation or other physical handling of materials as may be required, including all movement from carrier unloading site to delivery at the job site and all movement required at the customs area.

1.20.4 Certification

The U.S. Embassy, upon receipt of request of shipping documents, shall issue a letter to the Director of Customs certifying that the materials are being brought into the country under the applicable agreement and should be allowed into country duty-free.

1.21 FOREIGN OBJECTS DAMAGE CONTROL

The Contractor shall prepare and submit to the Contracting Officer, for approval, his plan to control Foreign Objects Damage (FOD) at its mobilization site, construction site and during work on or near aircraft runways and/or taxiways. The plan shall be specific and shall describe in detail measures to be implemented to prevent deposit of foreign objects on runways and/or taxiways during construction. The Foreign Objects Damage (FOD) Control Plan shall be submitted fifteen (15) calendar days prior to the start of any work on or near aircraft runways or taxiways. No work will be allowed near any runways or taxiways without approval of the FOD control plan by the Contracting Officer.

1.22 NOTICES

1.22.1 1.21.1 Notice Of Construction

A Notice Of Proposed Construction Or Alteration must be submitted to Airfield Operations at least 30 days prior to the start of construction.

This notification must be submitted as directed by the Contracting Officer, but the Contractor must provide all information and prepare appropriate documentation for submission.

1.22.2 Issuance of NOTAMS

Only Airfield Operations can close, open, or restrict the use of any part of an airfield facility. Any conditions that would prevent, restrict, or present a hazard to arriving or departing aircraft requires public notification. Public notification is accomplished by the Notice to Airmen (NOTAM) system. NOTAMS are submitted to the managing aviation authority by the KAF. It is the responsibility of the Contractor to coordinate with the Contracting Officer for the issuance of NOTAMS during construction. The Contractor shall provide the necessary information at least 72 hours before occurrence of the event that requires the NOTAM.

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1.23 UNSCHEDULED WORK STOPPAGES

The Contractor shall anticipate unscheduled removal from the work site an average of ten {10} hours per month per installation. If the total quantity of delays varies above or below the stated quantity, an equitable adjustment under Contract Clause 52.243-4 CHANGES shall be made upon written demand of either party. Upon the receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date if, in the judgment of the Contracting Officer, a delay is justified.

1.24 EXHIBIT

Exhibit A - Exploration Data -- End of Section --

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 17.12 10

COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS) -- REVISED BY AMENDMENT NO. 0004

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 --

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SECTION 01 32 17.12 10

COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS) -- REVISED BY AMENDMENT NO. 0004

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:

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

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

c. Review of any schedule updates.

Submittal of the Baseline Network Analysis Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets all of the requirements of the Contract Documents, represents the Contractor's plan on how the work 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, 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

d. Actual Duration in Work Days

e. Remaining duration in Work Days

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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 inspections/tests, environmental permit approvals by utility outages Notice(s) to Proceed (NTP), and delivery of Government Furnished Material/Equipment.

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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 the Contract Award Date.

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

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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:

(1) General Area

(a) Type of Work Item

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(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

05 04 04 02 0 0 0 0 0 0 05 05

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

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

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/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".

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

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

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(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, 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 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.

4. Five (5) days work week-Federal Calendar, Saturday Sunday 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.

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

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

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(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.

(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

W912ER-14-D-0003 SECTION 01 32 17.12 10 Page 10 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).