A.02_SOW amendment 0002.pdf

Site Preparation, Ta'if, KSA 499848TAIF

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK -- REVISED BY AMENDMENT NO. 0002

10/21

PART 1 GENERAL

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SECTION 01 11 00 Page 1

W912ER22R0010 AMENDMENT 0002

SECTION 01 11 00

SUMMARY OF WORK -- REVISED BY AMENDMENT NO. 0002

10/21

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The U.S. Army Corps of Engineers (USACE), Transatlantic Middle East District (TAM), has requirements for a single design bid build (DBB) contract to perform site work and necessary improvements on King Fahad Air Base, Kingdom of Saudi Arabia (KSA). The Contractor shall provide construction using the best blend of cost, construction efficiency, system durability, ease of maintenance and environmental compatibility. The following locations are for one contract and consist of the following sites:

1.1.1.1 Life Support Area (LSA)Life Support Area (LSA) Base

1.1.1.1.1 Key Elements

Prepare an 366,896 Square Meter (SM) site for a future LSA. The LSA requires Site Adapt drawings to describe the site preparation including grading for drainage, an aggregate access road with vehicle gate, the security fence around the site perimeter and a 200 m x 100 m gravel pad. Additionally, the site will require debris removal and disposal. Refer to Section 01 57 19 Temporary Environmental Controls for debris removal and disposal. The work will include the site preparation as described in the approved Site Adapt drawings.

1.1.1.2 Munitions Storage Area (MSA)

1.1.1.2.1 Key Elements

Prepare an 240,534 Square Meter (SM) site for future MSA. The MSA requires Site Adapt drawings to describe the site preparation including grading for drainage, an aggregate access road with vehicle gate, earth berms, aggregate pads, and the security fence around site perimeter. The work will include the site preparation as described in the approved Site Adapt drawings.

1.1.1.3 Air Defense Artillery (ADA)

1.1.1.3.1 Key Elements

Prepare an 412,396 Square Meter (SM) site for a future ADA. The ADA requires Site Adapt drawings to describe the site preparation including grading for drainage, a 20 m x 20 m gravel pad, security fence around site perimeter and an aggregate access road with vehicle gate. The work will include the site preparation as described in the approved Site Adapt drawings.

1.1.1.4 Maintenance Area (MA)

1.1.1.4.1 Key Elements

Prepare two (2) MA's of 40,138 Square Meters (SM) and 50,137 Square Meters

SECTION 01 11 00 Page 2

(SM). The MA's requires Site Adapt drawings to describe the site preparation including grading for drainage and aggregate surfacing. The work will include the site preparation as described in the approved Site Adapt drawings.

1.1.1.5 Bulk POL Storage (BPS) Area

1.1.1.5.1 Key Elements

Prepare an 107,310_Square Meter (SM) site for a future BPS. The BPS requires Site Adapt drawings to describe the site preparation including grading for drainage security fence around site perimeter and an access road with vehicle gate. The work will include the site preparation as described in the approved Site Adapt drawings.

1.2 PROJECT ITEMS OF WORK

1.2.1 Base

This Design Bid Build (D-B-B) project involves the site survey (consisting of topographic and geotechnical) of each of the five (5) sites referenced in section 1.1.1. This project will have site adapt design (as described in Section 01 80 00.12 and the drawings) requirements. Site work includes the following, grading, and preparing surface as indicated by drawings. Grading and compacting as indicated by drawings.

Note that this project requires designing for the grading, pavement surfaces, drainage system, developing a construction Phasing Plan and Environmental Plan and creating specifications for all features where specifications are not provided.

1.2.1.1 Site Improvements

Site improvements include the following: grading and preparing of surface as indicated by drawings. Grading and compacting access road as indicated by drawings.

1.2.2 Optional Bid Items

1.2.2.1 Option 1 MA 3

Prepare one (1) MA of 13,669 Square Meters (SM). The MA requires Site Adapt drawings to describe the site preparation including grading for drainage and aggregate surfacing. The work will include the site preparation as described in the approved Site Adapt drawings.

1.2.2.2 Option 2 LSAOption 2 Optional LSA

Prepare an 189,863 Square Meter (SM) site for a future LSA. The LSA requires Site Adapt drawings to describe the site preparation including grading for drainage, an aggregate access road with vehicle gate and the security fence around the site perimeter. Additionally, the site will require debris removal and disposal. Refer to Section 01 57 19 Temporary Environmental Controls for debris removal and disposal. The work will include the site preparation as described in the approved Site Adapt drawings.

1.2.2.3 Option 3 LSA Debris RemovalOption 3 Optional LSA Debris Removal

Remove and dispose of debris. Refer to Section 01 57 19 Temporary

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Environmental Controls for debris removal and disposal.

1.2.2.4 Option 4 Base LSA Debris Removal

Remove and dispose of debris. Refer to Section 01 57 19 Temporary Environmental Controls for debris removal and disposal.

1.3 LOCATION

All five (5) project sites are in the vicinity of King Fahad Air Base, KSA and all five (5) sites are accessible by a paved road. The following are the following grid coordinates for the five (5) sites:

1.3.1 Grid Coordinates

1.3.1.1 LSA

Corner 1 N:2373842.824, E:659319.672 Corner 2 N:2373864.164, E:659354.146 Corner 3 N:2373862.523, E:659400.110 Corner 4 N:2373903.562, E:659424.7336 Corner 5 N:2374208.894, E:659910.6388 Corner 6 N:2374358.277, E:660168.3655 Corner 7 N:2374461.696, E:660279.9924 Corner 8 N:2374616.004, E:660373.5619 Corner 9 N:2374724.348, E:660539.3606 Corner 10 N:2374724.348, E:660785.5964 Corner 11 N:2374786.727, E:660985.8681 Corner 12 N:2374630.778, E:661053.1725 Corner 13 N:2374458.413, E:660705.1594 Corner 14 N:2374290.973, E:660409.6765 Corner 15 N:2373744.329, E:659969.7353 Corner 16 N:2373606.437, E:659941.8286 Corner 17 N:2373516.151, E:659861.3916 Corner 18 N:2373504.660, E:659848.2591 Corner 19 N:2373688.516, E:659693.9513 Corner 20 N:2373777.161, E:659567.5503

1.3.1.2 MSA

Corner 1 N:2377697.67, E:659153.451 Corner 2 N:2377085.982, E:659281.51 Corner 3 N:2377029.89, E:658853.942 Corner 4 N:2377698.758, E:658835.951

1.3.1.3 ADA

Corner 1 N:2376763.411, E:663053.4288 Corner 2 N:2377108.675, E:662538.4596 Corner 3 N:2377532.278, E:662822.4666 Corner 4 N:2377611.856, E:663090.9202 Corner 5 N:2377416.380, E:663416.7867

1.3.1.4 Maintenance Areas

Area 1

Corner 1 N:2374829.697, E:657089.4185 Corner 2 N:2375123.475, E:657091.5169

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Corner 3 N:2375122.499, E:657228.1358 Corner 4 N:2374828.721, E:657226.0374

Area 2

Corner 1 N:2374342.748, E:657338.2601 Corner 2 N:2374402.275, E:657459.2655 Corner 3 N:2374469.608, E:657547.092 Corner 4 N:2374350.555, E:657686.6385 Corner 5 N:2374261.752, E:657568.5606 Corner 6 N:2374182.708, E:657415.3523

Area 3

Corner 1 N:2374601.348, E:657650.532 Corner 2 N:2374549.628, E:657728.600 Corner 3 N:2374428.623, E:657622.2324 Corner 4 N:2374485.222, E:657559.778

1.3.1.5 BPS

Corner 1 N:2375964.610, E:662090.1599 Corner 2 N:2376242.727, E:661943.7825 Corner 3 N:2376404.346, E:662250.8576 Corner 4 N:2376121.042, E:662387.3813

1.3.2 Life Support

Base life support is not available. The Contractor will have responsibility for Life Support (food, lodging and transportation to the worksite, private or commercial) for their workforce.

1.4 SECURITY REQUIREMENTS

The Contractor must demonstrate a working understanding of the necessary access requirements for Royal Saudi Air Force (RSAF) Air Bases. This process includes but not limited to:

a. The Contractor shall demonstrate his ability to obtain or be in possession of a current KSA Business license.

b. The Contractor shall also demonstrate the ability to obtain or show prior possession of Defense Base Act Insurance (DBA) from previous U.S.

based projects.

c. The Contractor will need to demonstrate the ability by describing how to successfully vet/clear their workforce through RSAF security.

d. This project will occur in the vicinity of King Fahad Air Base property. RSAF will require a complete list of contractor and vendor personnel and copies of their civil identifications. RSAF requires copies of their work permits and photocopy of their passport to work in KSA. This includes foreign citizens who live in KSA. This shall be done prior to any work on this project. As security requirements are subject to change, it is the Contractor's responsibility to meet current security requirements necessary to both obtain and maintain access to RSAF property.

Prior to commencement of work, the RSAF intends to conduct a site survey to ensure all hazardous objects or materials have been removed from the site.

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1.5 CONSTRUCTION

The requirements for products found in the RFP and specifications are minimum requirements.

1.5.1 Product Requirements

The requirements for products found in the RFP are minimum requirements.

Detailed product submission requirements, including requirements for alternate products are found in Section 01 33 00.

1.5.2 Asbestos Containing Materials

Do not use asbestos containing material (ACM) in the construction of this project.

1.6 TECHNICAL APPROACH

1.6.1 Task 1 Site Preparation and Setup

a. Perform design, site survey, clearing and grading as necessary to facilitate positive drainage away from the area.

b. Earthwork including backfilling and compaction.

c. This project is a site adapt project. The contractor will be responsible for ensuring the site meets the requirements detailed in the drawings and specifications.

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SECTION 01 11 00 Page 6

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00.12 10

SUBMITTAL PROCEDURES FOR DESIGN-BUILD PROJECT -- REVISED BY AMENDMENT 0002

PART 1 GENERAL

1.1 REFERENCE

1.2 SUBMITTAL CLASSIFICATION

1.2.1 DESIGN SUBMITTALS

1.2.2 CONSTRUCTION SUBMITTALS

1.2.2.1 Contractor Furnished Government Accepted Construction

Submittals

1.2.2.2 For Information Only Construction Submittals (FIO)

1.3 SUBMITTAL CERTIFICATION

1.3.1 Effective Quality Control System

1.3.1.1 Organizational Responsibility

1.3.1.2 CQC System Manager Review and Approva

1.3.1.3 Determination of Compliance

1.3.2 Responsibility for Errors or Omissions

1.3.2.1 Government Review

1.3.3 Substitutions

1.3.4 Additional Submittals

1.3.5 Untimely and Unacceptable Submittals

1.3.6 Stamps

1.4 ENGLISH LANGUAGE

1.5 UNITS OF MEASUREMENT

1.5.1 Drawings

1.5.2 Design Calculations

1.6 WITHHOLDING OF PAYMENT FOR SUBMITTALS

1.6.1 Design Submittals

1.6.2 Construction Submittals

PART 2 PRODUCTS

2.1 GENERAL

2.2 DESIGN ANALYSIS

2.3 DESIGN CALCULATIONS

2.3.1 Automatic Data Processing Systems (ADPS)

2.3.1.1 Computer Printouts

2.3.1.2 Preparation of the Description

2.4 DRAWINGS

2.4.1 Responsibility of Contractor

2.4.2 ADVANCED MODELING (ADM)

2.4.3 ADVANCED MODELING (ADM) STANDARDS

2.4.3.1 Advanced Modeling Kick-Off Meeting

2.4.3.2 Advanced Modeling PxP Demonstration Meeting

PART 3 EXECUTION

3.1 GENERAL

3.1.1 Design Concept Coordination Meeting

3.1.2 Government Design Changes

SECTION 01 33 00.12 10 Page 1

3.2 TRANSMITTAL FORM (ENG Form 4025)

3.3 PROGRESS SCHEDULE

3.4 SUBMITTAL PROCEDURES

3.4.1 Design Submittals

3.4.2 Required Design Submittals

3.4.3 Document Distribution for the Design Development, Preliminary and Final Submittals

3.4.3.1 Middle East District (MED)

3.4.3.2 Resident/Area Engineer Office

3.4.3.3 Deliverables "R-Cleared for Construction"

3.4.3.4 Editable Advanced Modeling Format As-Builts

3.4.4 Non-Compliance

3.5 REVIEW OF CONTRACTOR PREPARED DESIGN DOCUMENTS

3.5.1 General

3.5.2 Independent Design Review

3.5.3 Contractor's Quality Control Organization Review

3.5.4 Government Review

3.5.4.1 Incorporation of Government Review Comments

3.5.4.2 Conferences

3.5.4.3 Design Deficiencies

3.5.5 Design Discrepancies

3.6 GENERAL DESIGN INSTRUCTIONS

3.6.1 Responsibility of the Design-Build Contractor

3.6.1.1 Professional Quality, Technical Accuracy, and Coordination

3.6.1.2 Deviating From The "Cleared-For-Construction" Design

3.6.1.3 Government Oversight

3.6.1.4 Unlimited Drawing Rights

3.6.1.5 Conflicts

3.6.1.6 Design Specialists

3.6.1.6.1 Engineers and Architects

3.6.1.6.2 Engineer and Architect of Record

3.6.2 Conduct of Work

3.6.2.1 Performance

3.6.2.2 Telephone Conversations

3.6.2.3 Cooperation with Others

3.6.2.4 Technical Criteria

3.6.3 Topographic Surveys, Easements, and Utilities

3.6.4 Geotechnical Investigation

3.7 SUBMITTAL OF CONTRACTOR FURNISHED DESIGN DOCUMENTS

3.7.1 Civil, Site Planning and Layout

3.8 SUBMITTAL OF CONTRACTOR FURNISHED DESIGN DRAWINGS

3.8.1 Civil, Site Planning and Layout

3.9 GOVERNMENT ACCEPTED CONSTRUCTION SUBMITTALS (Required During

Construction)

3.9.1 Submittals

3.9.2 Government Review

3.10 FOR INFORMATION ONLY SUBMITTALS

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SECTION 01 33 00.12 10 Page 2

SECTION 01 33 00.12 10

SUBMITTAL PROCEDURES FOR DESIGN-BUILD PROJECT -- REVISED BY AMENDMENT 0002

PART 1 GENERAL

1.1 REFERENCE

The publication listed below forms a part of this specification to the extent referenced. The publication is referenced to in the text by basic designation only.

CONSTRUCTION SPECIFICATIONS INSTITUTE (CSI)

CSI Manual of Practice The Project Resource Manual

NATIONAL INSTITUTE OF BUILDING SCIENCES (NIBS)

UMRL Unified Master Reference List

MIDDLE EAST DISTRICT (MED)

DIM Design Instructions Manual

1.2 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.2.1 DESIGN SUBMITTALS

Contractor Furnished design submittals are the various design documents which primarily consist of specifications, drawings and design analysis and calculations. The Design-Build Contractor shall begin construction work once the Government has reviewed the Design-Build Contractor's design submittal and has cleared it for construction. Clearance for construction shall not be construed as meaning Government approval. Unless otherwise indicated, the risk for the design is the sole responsibility of the Design-Build Contractor.

1.2.2 CONSTRUCTION SUBMITTALS

1.2.2.1 Contractor Furnished Government Accepted Construction Submittals

Follow Section 01 33 00 SUBMITTAL PROCEDURES for construction submittals.

1.2.2.2 For Information Only Construction Submittals (FIO)

All submittals not requiring Designer of Record or Government approval will be for information only.

1.3 SUBMITTAL CERTIFICATION

The CQC organization shall be responsible for certifying that all submittals and deliverables have been reviewed in detail for completeness, are correct, and are in strict conformance with the contract drawings, specifications, and reference documents.

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1.3.1 Effective Quality Control System

The Design-Build Contractor is responsible for quality control and shall establish and maintain an effective quality control system in compliance with Section 01 45 00.00 10 QUALITY CONTROL.

1.3.1.1 Organizational Responsibility

The quality control system shall cover all design, construction, subcontractor, manufacturer, vendor, and supplier operations at any tier, both onsite and offsite.

1.3.1.2 CQC System Manager Review and Approval

Prior to submittal, all items shall be checked and approved by the Design-Build Contractor's Quality Control (CQC) System Manager. If found to be in strict conformance with the contract requirement, each item shall be stamped, signed, and dated by the CQC System Manager. Copies of the CQC organizations review comments indicating action taken shall be included within each submittal.

1.3.1.3 Determination of Compliance

Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements by the Contracting Officer.

1.3.2 Responsibility for Errors or Omissions

It is the sole responsibility of the Design-Build Contractor to ensure that submittals comply with the contract documents. Government review, clearance for construction, or approval by the Contracting Officer shall not relieve the Design-Build Contractor from responsibility for any errors or omissions in such drawings, nor from responsibility for complying with the requirements of this contract.

1.3.2.1 Government Review

Government review, clearance for construction, or approval of post design construction submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory.

1.3.3 Substitutions

After design submittals have been reviewed and cleared for construction by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless justified as indicated in the paragraph entitled VARIATIONS.

1.3.4 Additional Submittals

In conjunction with Contract Clause 52.236-5 MATERIAL AND WORKMANSHIP, the Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work.

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1.3.5 Untimely and Unacceptable Submittals

If the Design-Build Contractor fails to submit submittals in a timely fashion, or repetitively submits submittals that are not in strict conformance with the contract documents, no part of the time lost due to such actions shall be made the subject of claim for extension of time or for excess costs or damages by the Design-Build Contractor.

1.3.6 Stamps

Stamps shall be used by the Design-Build Contractor on all design and post design construction submittals to certify that the submittal meets contract requirements and shall be similar to the following:

Design-Build Contractor (Firm Name) Contract Number Contract Name I certify that this submittal is accurate, is in strict conformance with all contract requirements, and has been thoroughly coordinated and cross checked against all other applicable disciplines to prevent the omission of vital information, that all conflicts have been resolved, and that repetition has been avoided. It is complete and in sufficient detail to allow ready determination of compliance with contract requirements by the Contracting Officer.

Name of CQC System Manager: _____________ Signature of CQC System Manager: _____________ Date: _____________

1.4 ENGLISH LANGUAGE

All specifications, drawings, design analysis, design calculations, shop drawings, catalog data, materials lists, and equipment schedules submitted shall be in the English language.

1.5 UNITS OF MEASUREMENT

Design documents shall be prepared in accordance with the guidance offered in SECTION 01 42 15 METRIC MEASUREMENTS.

The metric units used are the International System of Units (SI) developed and maintained by the General Conference on Weights and Measures (CGPM);

the name International System of Units and the international abbreviation SI were adopted by the 11th CGPM in 1960.

1.5.1 Drawings

All site layout data shall be dimensioned in meters or coordinates, as appropriate. All details and pipe sizes shall be dimensioned in millimeters.

EXAMPLE: Masonry openings shall be a U.S. module to suit a standard U.S. door. The dimensions of the opening shall be given in SI units.

1.5.2 Design Calculations

Calculations shall be in English (I-P) or metric (SI) units as deemed appropriate by the designer to meet the requirements of the design.

Quantities on the contract drawings stated in metric units, shall also be stated in SI units in the design analysis to match the drawings.

SECTION 01 33 00.12 10 Page 5

1.6 WITHHOLDING OF PAYMENT FOR SUBMITTALS

1.6.1 Design Submittals

Payment for Design work will not be made in whole or in part until the Government has reviewed and cleared the design for construction.

1.6.2 Construction Submittals

Payment for materials incorporated in the work will not be made if required approvals have not been obtained. In event under separate clause of the contract, the Design-Build Contractor is allowed partial or total invoice payment for materials shipped from the Continental United States (CONUS), and/or stored at the site, the Design-Build Contractor shall with his request for such payment, submit copies of approvals (ENG Form 4025) utilizing RMS CM in accordance with Section 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) certifying that the materials that are being shipped and/or stored have been approved and are in full compliance with the contract technical specifications.

PART 2 PRODUCTS

2.1 GENERAL

The following are contract deliverables which expound upon and finalize the design parameters/requirements outlined within the contract documents.

They shall be prepared in such a fashion that the Prime Contractor is responsible to the Government and not as an internal document between the Prime Contractor and its Subcontractors, Vendors, Suppliers, etc.

2.2 DESIGN ANALYSIS

A design analysis, written in the English Language with SI units of measure (and I-P units in parenthesis), shall be submitted for review by the Government. The design analysis is a written explanation of the project design which is expanded and revised (updated) as the design progresses. The design analysis shall contain all explanatory material giving the design rationale for any design decisions which would not be obvious to an engineer reviewing the final drawings and specifications.

The design analysis contains the criteria for and the history of the project design, including criteria furnished by the Government, letters, codes, references, conference minutes, and pertinent research. Design calculations, computerized and manual, are included in the design analysis. Narrative descriptions of design solutions are also included.

Written material may be illustrated by diagrams and sketches to convey design concepts. Catalog cuts and manufacturer's data for all equipment items, shall be submitted. Copies of all previous design phase review comments and the actions assigned to them shall be included with each submission of the design analysis. Specific requirements for the design analysis, listed by submittal phase, are contained hereinafter.

2.3 DESIGN CALCULATIONS

When they are voluminous, they shall be bound separately from the narrative part of the design analysis. The design calculations shall be presented in a clean and legible form incorporating a title page and index for each volume. A table of contents, which shall be an index of the indices, shall be furnished when there is more than one volume. The source

SECTION 01 33 00.12 10 Page 6 of loading conditions, supplementary sketches, graphs, formulae, and references shall be identified. Assumptions and conclusions shall be explained. Calculation sheets shall carry the names or initials of the computer and the checker and the dates of calculations and checking. No portion of the calculations shall be computed and checked by the same person.

2.3.1 Automatic Data Processing Systems (ADPS)

When ADPS are used to perform design calculations, the design analysis shall include descriptions of the computer programs used and the ADPS input data and output summaries. When the computer output is large, it may be divided into volumes at logical division points.

2.3.1.1 Computer Printouts

Each set of computer printouts shall be preceded by an index and by a description of the computation performed. If several sets of computations are submitted, they shall be accompanied by a general table of contents in addition to the individual indices.

2.3.1.2 Preparation of the Description

Preparation of the description which must accompany each set of ADPS printouts shall include the following.

a. Explain the design method, including assumptions, theories and formulae.

b. Include applicable diagrams, adequately identified.

c. State exactly the computation performed by the computer.

d. Provide all necessary explanations of the computer printout format, symbols, and abbreviations.

e. Use adequate and consistent notation.

f. Provide sufficient information to permit manual checks of the results.

2.4 DRAWINGS

Drawings, prepared in the English language with SI units of measure, are a part of each submittal. The working drawings shall be adequately labeled and cross-referenced for review. Complete, thoroughly checked and coordinated contract drawings shall be submitted. The contract drawings submitted for final review shall include the drawings previously submitted which have been revised and completed as necessary. The Contractor shall have incorporated any design review comments generated by previous design review(s), have completed all of his constructability and coordination checks, and have the drawings in a Ready-to-Build condition. The drawings shall be complete at this time and contain all the details necessary to ensure a clear understanding of the work throughout construction.

2.4.1 Responsibility of Contractor

Upon award of the specific project, the Contractor is responsible for contacting the MED Advanced Modeling Manager at the below email to obtain the specific MED Project Execution Plan (PxP) and Advanced Modeling Files.

DLL-CETAM-DP-ET-CADD

SECTION 01 33 00.12 10 Page 7

2.4.2 ADVANCED MODELING (ADM)

A subset of geospatial technologies as defined in EM 1110-1-2909 to include BIM, CIM, GIS, and CAD. Advanced Modeling is comprised of models and drawings that form a digital representation of the project, or part thereof, that are comprised of model elements with facility data. The Contractor shall furnish the electronic design submission drawing file in the format native to the current version of Autodesk AutoCAD version 2013 or Revit version 2020. If Revit is used, an exported set of 2D AutoCAD files for each sheet shall be provided along with the native 3D Revit models.

2.4.3 ADVANCED MODELING (ADM) STANDARDS

All drawings shall be prepared and meet the requirements of the Middle East District Design Instruction Manual Chapter 22, entitled Advanced Modeling Standards.

2.4.3.1 Advanced Modeling Kick-Off Meeting

Conduct an Advanced Modeling Kick-Off Meeting prior to submission of the Advanced Modeling PxP, within 45 days after Notice to Proceed. Required meeting attendance includes, at a minimum, the DOR, the design drawing and modeling specialist and the Geographic District BIM Manager or delegate.

The intent of this meeting is to coordinate the expectations for the Advanced Modeling PxP.

2.4.3.2 Advanced Modeling PxP Demonstration Meeting

Within 30 days after the acceptance of the Advanced Modeling PxP and M3, conduct a demonstration to review the Plan for clarification, and to verify the functionality of planned Model technology workflow and processes. If modifications are required, complete the modifications and resubmit the Advanced Modeling PxP performing a subsequent demonstration for Government acceptance.

PART 3 EXECUTION

3.1 GENERAL

3.1.1 Design Concept Coordination Meeting

In addition to regular meetings with the Government the Contractor shall conduct formal status briefings on a monthly basis to provide a management overview of design development. Shortly after contract award the Government may choose to conduct meetings with the Design-Build Contractor to refine proposal concept features. The purpose of the meeting is to assure attention to project requirements and to suggest ways of improving the design prior to tentative level submissions.

3.1.2 Government Design Changes

Government design changes which do not increase construction costs shall be made at no charge to the Government. The Contracting Officer may request design submittals in addition to those listed when deemed necessary to adequately describe the work covered in the contract documents. Submittals shall be made as specified in paragraph entitled SUBMITTAL PROCEDURE. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract

SECTION 01 33 00.12 10 Page 8 requirements.

3.2 TRANSMITTAL FORM (ENG Form 4025)

The transmittal form (ENG Form 4025) generated in the RMS CM module of RMS shall be used for submitting both design and construction submittals in accordance with the instructions on the reverse side of the form. This form shall be properly completed by filling out all the heading blank spaces and identifying each item submitted. Special care will be exercised to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the data submitted for each item.

3.3 PROGRESS SCHEDULE

The Contractor shall prepare and submit a resource loaded design progress schedule to the Contracting Officer as part of the NAS monthly updates.

The progress schedule shall show, as a percentage of the total design price, the various items included in the contract and the order in which the Contractor proposes to carry on the work, with dates on which he will start the features of the work and the contemplated dates for completing same. Significant milestones such as review submittals shall be annotated.

The Contractor shall assign sufficient technical, supervisory and administrative personnel to insure the prosecution of the work in accordance with the progress schedule. The Contractor shall correct the progress schedule at the end of each month and shall deliver to the Contracting Officer as required in NAS. The updated Project Schedule shall be used to measure the progress of the work, to aid in evaluating time extensions, and to provide the basis of all progress payments.

3.4 SUBMITTAL PROCEDURES

When applicable, Contractor's shipping cartons shall not exceed 23 kilograms (50 pounds) per carton. The Government will not accept boxes over 50 pounds and any associated delay will not be claimable.

3.4.1 Design Submittals

Adequate time (a minimum of thirty (30) calendar days exclusive of mailing time) shall be allowed for review and clearance for construction.

If the Contractor fails to submit design submittals in a timely fashion, or repetitively submits design submittals that are not in strict conformance with the contract documents, no part of the time lost due to such actions shall be made the subject of claim for extension of time or for excess costs or damages by the Contractor.

3.4.2 Required Design Submittals

Provide comprehensive, multi-discipline design packages that include design documentation for project elements, fully developed to the design stage indicated, and in accordance with MED Design Instruction Manual.

a. Post-Award Design Conference - Following contract award, the Contractor and leaders from each design discipline shall meet with project stakeholders from the Government. At this meeting stakeholders will comment on elements of the Contractor's design submitted as part of his proposal. The goal of this meeting is to fine tune the design to best meet stakeholder needs with little or no additional cost to the Government.The goal of this meeting is to fine

SECTION 01 33 00.12 10 Page 9 tune the requirements of the site adapt portion of the design to best meet stakeholder needs with little or no additional cost to the Government. Other scheduling concerns will be identified and discussed.

b. Design Development (35%) - Government Progress QA. Thirty (30) calendar days Government review time.

c. Preliminary (65%) - Government Progress QA. Thirty (30) calendar days Government review time.

c. Final (95%) Design - Government Progress QA. Thirty (30) calendar days Government review time.

d. 100% Design - Government QA. Thirty (30) calendar days Government review time for submittals requiring Government approval prior to construction.

3.4.3 Document Distribution for the Design Development, Preliminary and Final Submittals

3.4.3.1 Middle East District (MED)

All design submittals shall be submitted electronically utilizing RMS CM in accordance with Section 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM

CONTRACTOR MODE (RMS CM).

3.4.3.2 Resident/Area Engineer Office

Design submittals, with the exception of samples, shall be submitted electronically utilizing RMS CM in accordance with Section 01 45 00.15 10

RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM).

3.4.3.3 Deliverables "R-Cleared for Construction"

Once the Design Documents have been "Cleared for Construction" by the Contracting Officer (R code), the Design-Build Contractor shall clearly identify each document by annotating it as "Cleared for Construction".

Finalized design documents shall be submitted through RMS CM to the Government.

In addition, three hard copies and three CDx shall be submitted to:

Area Office:

US Army Corps of Engineers PSC 1203 Box 5000

APO, AE 09803

-OR

US Army Corps of Engineers Eskan Village Al Kharj Road Villa 63-57 Riyadh, Saudi Arabia

POST CODE: 11495

POC: Shahrukh Shahzada Shahrukh.Shahzada@usace.army.mil

SECTION 01 33 00.12 10 Page 10

3.4.3.4 Editable Advanced Modeling Format As-Builts

In accordance with Section 01 78 00.49 CLOSEOUT SUBMITTALS, approved As-Builts shall be submitted through RMS CM to the Government in an editable Advanced Modeling format.

This requirement is in addition to all other submission requirements stated elsewhere in the contract.

3.4.4 Non-Compliance

The Contracting Officer will notify the Contractor of any detected noncompliance with the requirements of this specification. The Contractor shall take immediate corrective action after receipt of such notice. Such notice, when delivered to the Contractor at the worksite, shall be deemed sufficient for the purpose of notification. If the Contractor fails or refuses to comply promptly, 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 shall be made the subject of claim for extension of time or for excess costs or damages by the Contractor.

3.5 REVIEW OF CONTRACTOR PREPARED DESIGN DOCUMENTS

3.5.1 General

The work under contract will be subject to continuous review by representatives of the Contracting Officer. Additionally, joint design review conferences with representation by all organizations having a direct interest in the items under review may be held. The Design-Build Contractor shall furnish all drawings and related documents to be reviewed at the review conference on or before the date indicated by the Government. Additional conferences pertaining to specific problems may be requested by the Design-Build Contractor or may be directed by the Contracting Officer as necessary to progress the work. The Design-Build Contractor shall prepare minutes of all conferences and shall furnish to the Contracting Officer within seven (7) days after the conference.

3.5.2 Independent Design Review

The Design-Build Contractor shall have someone other than the Designer or Design Team perform an independent review of all specifications, drawings, design analysis, calculations, and other required data prior to submission to the Government. Upon completion of this review, the Design-Build Contractor shall certify that each design submittal is complete, accurate, is in strict conformance with all contract requirements, that repetition has been avoided, that all conflicts have been resolved, and that the documents have been thoroughly coordinated and cross checked against all the applicable disciplines to prevent the omission of vital information.

3.5.3 Contractor's Quality Control Organization Review

This review shall be for the purposes of eliminating errors, interferences, and inconsistencies, and of incorporating design criteria, review comments, specifications, and any additional information required.

Design submittals submitted to the Contracting officer without evidence of the Contractor's certified approval will be returned for resubmission. No part of the time lost due to such resubmissions shall be made the subject of claim for extension of time or for excess costs or damages by the

SECTION 01 33 00.12 10 Page 11

Contractor.

3.5.4 Government Review

The web-based reviewing tool DrChecks will be utilized for all design review comments and responses both from the Government and Contractor.

Further information on DrChecks will be available at the Pre-Construction Conference.

The contractor shall not begin construction work until the Government has reviewed the contractor's design and has cleared it for construction.

Clearance for construction does not mean Government approval. Government review shall not be construed as a complete check but will evaluate the general design approach and adherence to contract parameters. The Government Review is often limited in time and scope. Therefore, the Contractor shall not consider any review performed by the Government as an excuse for incomplete work. Upon completion of the review, all comments will be forwarded to the Contractor. The Contracting Officer will indicate whether the design submittal has or has not been cleared for construction using the following action codes:

CODE DESCRIPTION STATUS

G Other (See Comments) Resubmit

X Receipt Acknowledged - Does Not Comply Resubmit

R Acceptable for Release for Construction Completed

K Government Concurs with Interim Design Completed

These codes shall NOT be used by the Design-Build Contractor. Design-Build Contractor's Quality Control Organization will annotate Block "g" entitled "FOR CONTRACTOR USE CODE" of Eng Form 4025-R using the action codes listed on the reverse side of the form.

Design submittals Cleared for Construction or Acceptable for Release for Construction by the Contracting Officer shall not relieve the Contractor from responsibility for any design errors or omissions and any liability associated with such errors, nor from responsibility for complying with the requirements of this contract.

3.5.4.1 Incorporation of Government Review Comments

The Contractor will be furnished comments from the various design sections of the Corps of Engineers Middle East District (MED), as well as from other concerned agencies involved in the review process. The review will be for conformance with the technical requirements and parameters of the contract documents. The Contractor shall either incorporate each comment or, if the Contractor disagrees technically and does not intend to comply with the comment(s), clearly outline with ample justification, its reasons for its noncompliance within five (5) days after receipt of the comment(s). Additionally, the Contractor is cautioned in that if it believes the action required by any comment exceeds the requirements of this contract, that he should take no action and notify the Contracting Officer in writing immediately. The disposition of all comments shall be furnished in writing with the next scheduled submittal. The review comments and the submittal material for each design review will become the

SECTION 01 33 00.12 10 Page 12 basis for any ensuing design work. Copies of the design review comments with the action taken on each comment noted, shall be bound in all succeeding volumes of the design analysis.

3.5.4.2 Conferences

As necessary, conferences will be conducted between the Design-Build Contractor and the Government to resolve review comments. There will be no additional compensation for these conferences.

3.5.4.3 Design Deficiencies

Design deficiencies noted by the Government shall be corrected prior to the start of design for subsequent features of work which may be affected by, or need to be built upon, the deficient design work.

3.5.5 Design Discrepancies

The Design-Build Contractor shall be responsible for the correction of incomplete design data, omissions, and design discrepancies which become apparent during construction. The Design-Build Contractor shall provide the Contracting Officer with a proposed recommendation for correcting a design error, within three (3) calendar days after notification by the Contracting Officer. The Contracting Officer will notify the Design-Build Contractor of any detected noncompliance with the foregoing requirements.

The Design-Build Contractor shall take immediate corrective action after receipt of such notice. Such notice, when delivered to the Design-Build Contractor at the worksite, shall be deemed sufficient for the purpose of notification. If the Design-Build Contractor fails or refuses to comply promptly, 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 shall be made the subject of claim for extension of time or for excess costs or damages by the Design-Build Contractor. Should extensions of design, fabrication plans and/or specific manufacturer's details be required as a result of a Government issued Change Order, the Government will make an equitable adjustment in accordance with Contract Clause 52.243-4 entitled CHANGES.

3.6 GENERAL DESIGN INSTRUCTIONS

3.6.1 Responsibility of the Design-Build Contractor

The Design-Build Contractor shall provide a complete construction document package, including drawings and specifications. The construction document package shall be comprehensive, and in sufficient detail, to stand alone from the standards documents used as the source of design requirements.

References to these standards will not be accepted as a part of, or as a substitute for, a complete set of construction documents.

3.6.1.1 Professional Quality, Technical Accuracy, and Coordination

The Design-Build Contractor shall be responsible for the professional quality, technical accuracy, and the coordination of all design specifications, drawings, and other services furnished under this contract. Work must be organized in a manner that will assure thorough coordination between various details on drawings, between the various sections of the specifications, and between the drawings and specifications. The Design-Build Contractor shall thoroughly cross-check and coordinate all work until he is professionally satisfied that no

SECTION 01 33 00.12 10 Page 13 conflicts exist, vital information has not been omitted, and that indefinite language open to interpretation has been resolved.

3.6.1.2 Deviating From The "Cleared-For-Construction" Design

a.) The Contractor must obtain the approval of the Designer of Record (DOR) and the Government's concurrence for any Contractor proposed revision to the professionally stamped and sealed design reviewed and Cleared for Construction by the Government, before proceeding with the revision.

b.) The Government reserves the right to non-concur with any revision to the design, which may impact furniture, furnishings, equipment selections or operations decisions that were made, based on the reviewed and cleared for construction design.

c.) Any revision to the design, which deviates from the contract requirements (i.e., the RFP and the accepted proposal), will require a modification, pursuant to the Changes clause, in addition to Government concurrence. The Government reserves the right to disapprove such a revision.

d.) Unless the Government initiates a change to the contract requirements, or the Government determines that the Government furnished design criteria are incorrect and must be revised, any Contractor initiated proposed change to the contract requirements, which results in additional cost, shall strictly be at the Contractor's expense.

e.) The Contractor shall track all approved revisions to the reviewed and cleared for construction design and shall incorporate them into the as-built design documentation, in accordance with Section 01 78 00 CLOSEOUT SUBMITTALS. The Designer of Record shall document its professional concurrence on the As-Builts for any revisions by affixing its stamp and seal on the drawings and specifications.

3.6.1.3 Government Oversight

The extent and character of the work to be done by the Design-Build Contractor shall be subject to the general oversight, supervision, direction, control, and review by the Contracting Officer.

3.6.1.4 Unlimited Drawing Rights

The Government shall have unlimited rights in all drawings, designs, specifications, notes and all other works developed in the performance of this contract, including the right to use same on any other Government design or construction without additional compensation to the Design-Build Contractor. The Design-Build Contractor hereby grants to the Government a paid-up license throughout the world to all such works to which he may assert or establish any claim under design patent or copyright laws.

3.6.1.5 Conflicts

Any conflicts, ambiguities, questions or problems encountered by the Design-Build Contractor in following the criteria shall be immediately submitted in writing to the Contracting Officer with the Design-Build Contractor's recommendations. Prior to submission to the Government the Design-Build Contractor shall take appropriate measures to obtain

SECTION 01 33 00.12 10 Page 14 clarification of design criteria requirements, to acquire all pertinent design information, and to incorporate such information in the work being performed.

3.6.1.6 Design Specialists

3.6.1.6.1 Engineers and Architects

The following, when applicable, shall serve as minimum requirements for engineers and architects. The qualifications of all the engineers and architects shall be submitted to and approved by the Contracting Officer prior to the start of design work. Each engineering and architectural firm performing engineering or architectural 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. Acceptance of equivalency of a university's degree for professional registration and each professional registration shall be at the discretion of the Contracting Officer. Proof of degrees and licensing shall be provided. At a minimum each engineering discipline shall have at least one person with a minimum of five (5) years experience in the applicable field designing projects of similar scope, complexity and magnitude.

3.6.1.6.2 Engineer and Architect of Record

The Engineer or Architect of Record shall have responsibility for preparation and issuing of documents and services pertaining to that specific discipline. All Engineering work and all Architectural work shall be performed or supervised by the appropriate Engineer or Architect of Record. Engineers and Architects of Record shall be licensed Professionals registered by any of the Professional Boards of the United States and its territories or equivalent recognized international body such as Européene d'Associations Nationales d'Ingénieurs. Acceptance of equivalency shall be at the sole discretion of the Contracting Officer.

3.6.2 Conduct of Work

In the performance of contract the Design-Build contractor shall:

3.6.2.1 Performance

Perform the work diligently and aggressively, and promptly advise the Contracting Officer of all significant developments.

3.6.2.2 Telephone Conversations

Prepare a summary, and promptly furnish a copy thereof to the Contracting Officer, of all telephone conversations relating to the design work under this contract.

3.6.2.3 Cooperation with Others

Cooperate fully with other firms, consultants and contractors performing work under the program to which this contract pertains, upon being advised by the Contracting Officer that such firms or individuals have a legitimate interest in the program, have need-to-know status, and proper security clearance where required.

SECTION 01 33 00.12 10 Page 15

3.6.2.4 Technical Criteria

All designs, drawings, and specifications shall be prepared in accordance with the contract documents and with the applicable publications referenced therein. As soon as possible, the Design-Build Contractor shall obtain copies of all publications applicable to this contract.

Availability of publications (where to purchase) is contained in Specification Section 01 42 00 entitled: SOURCES FOR REFERENCE PUBLICATIONS. Any deviations from the technical criteria contained in the contract documents or in the applicable publications, including the use of criteria obtained from the user or other sources, must receive prior approval of the Contracting Officer. Where the technical criteria contained or referred to herein is not met, the Design-Build Contractor will be required to conform his design to the same at his own time and expense.

3.6.3 Topographic Surveys, Easements, and Utilities

Unless otherwise stated in the contract, the Design-Build Contractor will be responsible for detailed topographic mapping, available easements, and utility information for the project.

3.6.4 Geotechnical Investigation

The Design-Build Contractor will be responsible for Geotechnical investigation, including subsurface explorations, sampling, field and laboratory testing, and water studies where applicable.

3.7 SUBMITTAL OF CONTRACTOR FURNISHED DESIGN DOCUMENTS

The requirements of this paragraph pertain to the submittal of design documents, specifications, design calculations, surveys, testing reports and other documents prepared by the Design-Build Contractor to meet the design requirements of this project. Contractor shall submit documents with the level of information as indicated in the Middle East District Design Instructions Manual, DIM.

3.7.1 Civil, Site Planning and Layout

The following documents shall be submitted for each submittal:

Design Analysis: In a narrative form, discuss rationale for design of all new site features.

Calculations: Discuss any deviations from criteria or standard practice and any waivers granted, pending or needed. List any additional information or criteria needed to complete the design. Provide the following design calculations:

Site Survey: Submit data in accordance with Exhibit "A", Topographic Scope of Work, to Section 01 80 00.12 10; Technical Requirements. Submit field books with computation sheets and sketches for the primary and secondary survey control level loops. Submit field books with computation sheets and sketches for the horizontal control traverse(s).