22R0007_AeB-22-0008 IDC A-E Gen Srvc Italy.pdf
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- Attached to
- IDC General Architect & Engineering Services Italy Federal contract opportunity
- Solicitation number
- W912GB22R0007
- Issued by
- Department of the Army European Command
About this file
This solicitation requests proposals for indefinite delivery/indefinite quantity architect-engineering contracts for Italy. The US Army Corps of Engineers Europe District will award a minimum of three contracts totaling no more than $9,000,000 to provide general A-E services. Proposals are due by May 11 at 1:00pm Central European Time. Firms will be selected based on demonstrated competence and qualifications in accordance with the Brooks Act. Services include designs, studies, and consulting for projects such as facilities, utilities, site improvements, and construction supervision. Task orders will specify individual project scopes and schedules.
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| File | Type | Posted |
|---|---|---|
| Amendment 0001.pdf | ||
| Attachment 2 - Past Performance Questionnaire (PPQ).pdf | ||
| Attachment 1 - Letter of Commitment sample_template.docx | DOCX document |
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CODE
(Hour)
PAGE(S)
until local time
X
A X B X C
D
EX
X G F 55 - 60
61 - 66 X H 67
Shelia.A.Welsh2@usace.army.mil
RATING PAGE OF PAGES
7. ISSUED BY
(Date)
IMPORTANT - Award will be made on this Form, or on Standard Form 26, or by other authorized official written notice.
Previous Edition is Unusable 33-134 STANDARD FORM 33 (REV. 9-97)
Prescribed by GSA FAR (48 CFR) 53.214(c)
1 71
(If other than Item 7)
15A. NAME 16. NAME AND TITLE OF PERSON AUTHORIZED TO
AND
ADDRESS
SIGN OFFER (Type or print)
OF
OFFEROR
AMENDMENT NO. DATE
15B. TELEPHONE NO (Include area code) 17. SIGNATURE15C. CHECK IF REMITTANCE ADDRESS
IS DIFFERENT FROM ABOVE - ENTER
SUCH ADDRESS IN SCHEDULE.
18. OFFER DATE
1. THIS CONTRACT IS A RATED ORDER
UNDER DPAS (15 CFR 700)
2. CONTRACT NO.
W912GB 8. ADDRESS OFFER TO
See Item 7
9. Sealed offers in original and copies for furnishing the supplies or services in the Schedule will be received at the place specified in Item 8, or if handcarried, in the depository located in
CAUTION - LATE Submissions, Modifications, and Withdrawals: See Section L, Provision No. 52.214-7 or 52.215-1. All offers are subject to all terms and conditions contained in this solicitation.
10. FOR INFORMATION
CALL:
A. NAME (NO COLLECT CALLS)
SHELIA A WELSH 314-570-2756
11. TABLE OF CONTENTS
SOLICITATION/ CONTRACT FORM
SUPPLIES OR SERVICES AND PRICES/ COSTS
1 - 4 5 - 7
X I CONTRACT CLAUSES
DESCRIPTION/ SPECS./ WORK STATEMENT X
PACKAGING AND MARKING
8 - 22 J LIST OF ATTACHMENTS
INSPECTION AND ACCEPTANCE
DELIVERIES OR PERFORMANCE
24 - 25
X K
REPRESENTATIONS, CERTIFICATIONS AND
OTHER STATEMENTS OF OFFERORS
CONTRACT ADMINISTRATION DATA 26 - 29 X
SPECIAL CONTRACT REQUIREMENTS
OFFER (Must be fully completed by offeror) 30 - 35 X M
L INSTRS., CONDS., AND NOTICES TO OFFERORS
EVALUATION FACTORS FOR AWARD
NOTE: Item 12 does not apply if the solicitation includes the provisions at 52.214-16, Minimum Bid Acceptance Period.
is inserted by the offeror) from the date for receipt of offers specified above, to furnish any or all items upon which prices are offered at the price set opposite each item, delivered at the designated point(s), within the time specified in the schedule.
13. DISCOUNT FOR PROMPT PAYMENT
(See Section I, Clause No. 52.232-8)
14. ACKNOWLEDGMENT OF AMENDMENTS
(The offeror acknowledges receipt of amendments
AMENDMENT NO. DATE
to the SOLICITATION for offerors and related documents numbered and dated):
FACILITY
12. In compliance with the above, the undersigned agrees, if this offer is accepted within calendar days (60 calendar days unless a different period
SOLICITATION, OFFER AND AWARD
X
(X) SEC. DESCRIPTION (X) SEC. DESCRIPTION PAGE(S)
PART I - THE SCHEDULE
26. NAME OF CONTRACTING OFFICER (Type or print) 27. UNITED STATES OF AMERICA 28. AWARD DATE
EMAIL:TEL: (Signature of Contracting Officer)
CODE CODE
B. TELEPHONE (Include area code) C. E-MAIL ADDRESS
AWARD (To be completed by Government)
19. ACCEPTED AS TO ITEMS NUMBERED 20. AMOUNT 21. ACCOUNTING AND APPROPRIATION
22. AUTHORITY FOR USING OTHER THAN FULL AND OPEN COMPETITION:
10 U.S.C. 2304(c)( ) 41 U.S.C. 253(c)( ) (4 copies unless otherwise specified)
23. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM
24. ADMINISTERED BY (If other than Item 7) CODE 25. PAYMENT WILL BE MADE BY CODE
PART IV - REPRESENTATIONS AND INSTRUCTIONS
PART III - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS
36 - 52
PART II - CONTRACT CLAUSES
CONTRACTING DIVISION
US ARMY CORPS OF ENGINEERS
KONRAD ADENAUER RING 39
D-65187 WIESBADEN GERMANY
WIESBADEN 65187
FAX:
TEL:
FAX:
TEL:
NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".
SOLICITATION
53 - 54
6. REQUISITION/PURCHASE NO.5. DATE ISSUED
11 Apr 2022
4. TYPE OF SOLICITATION
SEALED BID (IFB)
NEGOTIATED (RFP)
[ X ]
3. SOLICITATION NO.
W912GB22R0007
Section SF 30 - BLOCK 14 CONTINUATION PAGE
SOLICITATION INFORMATION
POINTS OF CONTACT:
Contract Specialist: Shelia Welsh (+49 0611 9744 2756/ shelia.a.welsh2@usace.army.mil)
Contracting Officer: Leah Caldwell (+49 0611 9744 2029/ leah.m.caldwell2@usace.army.mil)
REQUEST FOR INFORMATION:
Requests for information shall be submitted via ProjNet no later than 10 calendar days before the proposal due date.
REQUEST FOR PROPOSALS NO. W912GB22R0007
IDC AE- General Services Italy
TABLE OF CONTENTS
Section SF 30 – Block 14 Continuation Page- Solicitation Information Section A – 252 Section B – Supplies or Services and Price Section C – Descriptions and Specifications Section E – Inspection and Acceptance Section F – Deliveries or Performance Section G – Contract Administration Data Section H – Special Contract Requirements Section I – Contract Clauses Section J – List of Documents, Exhibits and Other Attachments Section K- Representations, certifications, and other statements of offerors Section L – Instructions, Conditions and Notices to Bidders Section M – Evaluation factors for award
ATTACHMENTS
Attachment 1_ Letter of Commitment Sample Template Attachment 2_Past Performance Questionnaire (PPQ)
Section A - Solicitation/Contract Form
SF252
ARCHITECT-ENGINEER CONTRACT
1. CONTRACT NO:
2. DATE OF CONTRACT:
3a. NAME OF ARCHITECT-ENGINEER:
3c. ADDRESS OF ARCHITECT-ENGINEER:
3b. TELEPHONE NO:
4. DEPARTMENT OR AGENCY AND ADDRESS:
U.S. Army Corps of Engineers, Europe District Attn: Contracting Division Konrad-Adenauer-Ring 39 D-65187 Wiesbaden
5. PROJECT TITLE AND LOCATION:
Indefinite Delivery Contracts (IDCs) General Architect-Engineering (A-E) Services Contracts in Italy
6. CONTRACT FOR: Firm Fixed-Price (FFP), multi-disciplined A-E Indefinite Delivery Indefinite Quantity (IDIQ) contract to perform all services required in the Statement of Work, Section C, which is part of this contract and such further requirements as may be described in individual task orders. The statement of work sets forth the general requirements for the performance of various services required under this contract.
The A-E shall complete all work and services under this contract within the period of performance specified in individual task orders issued except that no task order shall be issued hereunder after the expiration date of this contract.
7. CONTRACT AMOUNT: This contract shall be valid for a base period of five (5) years starting from the date of contract award. The maximum shared capacity for this contract is $9,000,000.00. The minimum guaranteed amount is $2,500.00 (see Block 9 below), which supports the base years.
8. NEGOTIATION AUTHORITY: 10 U.S.C. 2304(A) (2) (B).
9. ADMINISTRATIVE, APPROPRIATION, AND ACCOUNTING DATA:
The minimum guarantee amount of $2,500.00 is hereby met with the simultaneous issuance of first task order.
INVOICES TO BE MAILED TO: See individual task orders.
PAYMENT WILL BE MADE BY: See individual task orders.
APPROPRIATION DATA: See individual task orders.
10. The United States of America (called the Government) represented by the Contracting Officer executing this contract, and the A-E agree to perform this contract in strict accordance with the clauses and the documents identified as follows, all of which are made a part of this contract:
See Page 1, Part I – The Schedule and Part II – Contract Clauses.
If the parties to this contract are comprised of more than one legal entity, each entity shall be jointly and severally liable under this contract. The parties hereto have executed this contract as of the date recorded in Item 2.
SIGNATURES NAMES AND TITLES (Typed)
11. ARCHITECT-ENGINEER OR OTHER PROFESSIONAL SERVICES CONTRACTOR:
A
B
C
D
12. THE UNITED STATES OF AMERICA:
Section B - Supplies or Services and Prices
ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
0001 1 Job General A-E Services
FFP
Multi-disciplined General Architect-Engineer (A-E) services are required in Italy.
The A-E shall provide professional and non-professional management support services for project(s) assigned to the U.S. Army Corps of Engineers, Europe District. The A-E shall also furnish the required personnel, equipment, instruments, and transportation as necessary to accomplish the required services. The contract period of performance shall not exceed five (5) years commencing from the date of contract award.
The individual task order minimum ordering amount is $2,500.00. The contract shall have a total shared capacity not to exceed $9,000,000.
The minimum contract guarantee is in the amount of $2,500.
Defense Base Act (DBA) insurance will be determined per task order. The A-E shall obtain commercially available DBA insurance from a Department of Labor (DOL) authorized insurance carrier unless the A-E is under a self-insurance program approved by the DOL or subject to a waiver. The DOL approved carriers and self-insured employers are available at https://www.dol.gov/owcp/dlhwc/lscarrier.htm.
FOB: Destination
NET AMT
ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
0002 1 Job Service Contract Report
FFP
The A-E must report all A-E labor hours (including in-house and contracted or subcontracted labor hours) required for the performance of services provided under this contractor the US Army Corps of Engineers via a secure data collection site.
The A-E is required to completely fill in all required data fields using the following web address:
https://sam.gov/. Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs 1 October through 30 September. While inputs may be reported any time during the FY, all data must be reported no later than 31 October of each calendar year of Contract/Task Order performance.
FOB: Destination
NET AMT
CONTRACT MINIMUM/MAXIMUM QUANTITY AND CONTRACT VALUE
The minimum quantity and contract value for all orders issued against this contract shall not be less than the minimum quantity and contract value stated in the following table. The maximum quantity and contract value for all orders issued against this contract shall not exceed the maximum quantity and contract value stated in the following table.
MINIMUM
QUANTITY
MINIMUM
AMOUNT
MAXIMUM
QUANTITY
MAXIMUM
AMOUNT
5,000.00 $5,000.00 9,000,000.00 $9,000,000.00
DELIVERY/TASK ORDER MINIMUM/MAXIMUM QUANTITY AND ORDER VALUE
The minimum quantity and order value for each Delivery/Task Order issued shall not be less than the minimum quantity and order value stated in the following table. The maximum quantity and order value for each Delivery/Task Order issued shall not exceed the maximum quantity and order value stated in the following table.
MINIMUM
QUANTITY
MINIMUM
AMOUNT
MAXIMUM
QUANTITY
MAXIMUM
2,500.00 $2,500.00 1,000,000.00 $1,000,000.00
CLIN DELIVERY/TASK ORDER MINIMUM/MAXIMUM QUANTITY AND CLIN ORDER VALUE
The minimum quantity and order value for the given Delivery/Task Order issued for this CLIN shall not be less than the minimum quantity and order value stated in the following table. The maximum quantity and order value for the given Delivery/Task Order issued for this CLIN shall not exceed the maximum quantity and order value stated in the following table.
CLIN
MINIMUM
QUANTITY
MINIMUM
AMOUNT
MAXIMUM
QUANTITY
MAXIMUM
Section C - Descriptions and Specifications
STATEMENT OF WORK
GENERAL ARCHITECT-ENGINEER SERVICES
FOR ITALY
U.S. ARMY CORPS OF ENGINEERS, EUROPE DISTRICT
1. GENERAL INFORMATION: The Architect-Engineer (A-E), as an independent contractor and not as an agent of the Government, shall, in accordance with the terms and conditions set forth below, furnish all labor, management, facilities, supplies, equipment and material (other than those to be furnished by the Government as hereinafter provided in individual task orders), and provide all the services necessary for the performance of the work as required under the contract. The A-E shall furnish personnel, equipment, instruments, and transportation, as necessary to accomplish the required services and furnish to the Government reports and other data together with supporting material developed during the period of service. During prosecution of the work, the A-E shall provide adequate professional supervision and quality control to assure the accuracy, quality, completeness, and timely progress of the work.
2. LOCATION OF THE PROJECT: A-E services are required for projects in Italy.
3. GENERAL SCOPE OF WORK: This Statement of Work (SOW) sets forth the general requirements for the performance of various services required under the contract.
Design work includes major and minor new construction, and alteration, repair or rehabilitation of various structures such as: airfields, railways, bulk fuel storage and petroleum, oil and lubricant (POL) facilities, munitions/ammunition and explosives storage, barracks, multi-family and single-family housing units, utility systems, medical facilities, administrative buildings, vehicle maintenance facilities, operation facilities and training complexes, operations/intelligence centers, military ranges, and other U.S. military facilities.
Support may include planning services such as comprehensive master plans, installation real property master planning, infrastructure assessments, planning and design Charrettes, CAD/GIS mapping, systems analysis of existing facilities and infrastructure and cost estimates. Additional support may include environmental documentation, permits, special studies and other environmental activities as required by US and Host Nation laws, and regulations; feasibility studies, other special studies, geotechnical investigations and topographical mapping services, programmatic support services, as-built drawing preparation and engineering and design during construction.
A–E services may be required for developing design documents for a design/bid/build project, or Request-For- Proposal packages for design/build projects. Projects may involve security upgrades, feasibility studies (to include cost estimating, energy conservation, fire protection, environmental assessments, etc.), safety coordination and construction supervision and inspection. Projects may also involve sustainable design using an integrated design approach and emphasizing environmental stewardship, especially energy and water conservation and efficiency; use of recovered and recycled materials; waste reduction; reduction or elimination of toxic and harmful substances in facilities construction and operation; efficiency in resource and materials utilization; and development of healthful, safe and productive work environments.
Additionally A-E services may include:
Environmental documentation, permits, special studies and other environmental activities as required by US and Host Nation laws, and regulations
Site investigations and technical assessments of existing systems, facilities and infrastructure Asbestos surveys and abatement design Anti-terrorism/force protection (ATFP) assessments and design
Feasibility studies Geotechnical investigation, soil sampling & testing Structural analysis and testing Systems Commissioning during design Energy conservation Value Engineering studies Technical review of designs and cost proposals, bid-ability, constructability, operability and environmental compliance reviews Construction inspection; quality assurance; safety inspections; materials and equipment testing including systems commissioning; and other general engineering and design services during construction.
As-built drawing preparation and engineering and design during construction Other general engineering and design services Professional Engineering approvals, certifications, etc. as required by Host Nation laws and country agreements.
All support and design services shall include associated travel and necessary subsistence, reproduction, compliance with US and local (where work/project is to be performed) laws, regulations, construction practices, and procedures. A quality assurance/quality control plan will be required for each individual task order.
a. The A-E shall perform all, or part of the following services as more specifically identified in task orders:
1) General services include design of various repair or rehabilitation, maintenance and minor construction projects involving architecture, civil engineering, structural engineering, mechanical engineering, electrical engineering, and other related disciplines (e.g., sustainable design, fire protection;
communications; topographic surveys; structural investigation, analysis and testing).
a) Many projects will include anti-terrorism measures include resistance to progressive collapse, blast resistant exterior doors and windows, exterior video and security lighting system, protective landscaping, and barrier protection. Also included is adequate protective stand-off for parking and access, and aesthetic landscaping measures to meet antiterrorism requirements.
2) All necessary permits, licenses and approvals shall be obtained from local, state and federal authorities as necessary for the performance of the A-E services. Should it become necessary in the performance of the work and services for the A-E to secure the right of ingress and egress to perform any of the work on properties not owned or controlled by the Government, the A-E shall secure the consent of the owner, his representatives, or agent, prior to effecting entry on such property. In the event the owner requires the payment of any fee for a license to enter upon and/or use such property, the A-E, when so directed by the Government Project Manager, shall pay such fee and obtain a receipt, therefore. The expenditures covering such fees shall constitute a reimbursable item under this contract, and the A-E, upon presentation of a voucher therefore, duly supported by proper receipts attached thereto, shall be reimbursed for the full amount hereof.
b. Actual work to be performed by the A-E will be requested under individual task orders. A project-specific SOW will accompany each individual task order to meet the special site and problem requirements of the Army or other federal agency covered by that particular task order.
4. TASK ORDER EXECUTION
a. Task Order Request Notification. In determining which A-E firm awarded an IDC will be selected for a task order, representative(s) from the CENAU A-E Engineering Division (selection board), in consultation with the Contracting Officer, will first develop a Task Order Request Notification (TORN) to send out all A-E firms within the multiple-award IDC pool. The TORN shall include a short summary of the scope of work, selection criteria, and a Request for Supplemental Information tailored to the specific task order requirement. The selection board, in consultation with the Contracting Officer, will convene to evaluate the A-E’s based on their qualifications as submitted as part of their SF330 (submitted with IDC award) and TORN response to determine the most highly qualified firm for the specific task order requirement.
b. Task Order Request for Proposal. The most highly qualified firm as determined from the above TORN process will be notified by a Request for Proposal (RFP) letter. Each RFP letter will include a SOW.
c. Task Order Statement of Work. RFPs under this contract will include a site or project specific SOW. SOWs will vary in detail and clarity but will provide an adequate description of the actual services required. Typically, the individual task orders will provide the A-E the start of work, location, description of work, and performance schedule. Additional specific requirements will be identified with the RFP and the related site-specific SOW. Some of the more common requirements are discussed below.
d. The A-E shall be required to commence work required by a task order at the time specified in that task order.
The A-E shall execute the work and complete the entire project not later than the completion time specified in the task order.
e. As required under the task order, the A-E must receive approval from the Contracting Officer or the Contracting Officer's Authorized Representative on all site-specific plans (i.e., Health and Safety Plan (HASP), Work Plans, QA/QC Plans, etc.) prior to initiating any on-site activity.
f. The A-E will be notified of the authorized Point of Contact for each task order at award of that task order.
g. All submissions shall be in English unless otherwise indicated in the task order.
h. As attachments to the SOW the Government will provide, as necessary, applicable project background information.
i. Notifications. The A-E is reminded that neither they nor any of their sub-contractors are to accept direction or to proceed with any activity they feel is outside of the scope of any particular task order without the written authority of the Contracting Officer. Any discrepancy in interpretation of the SOW for that task order shall be brought to the attention of the Government Project Manager for resolution. In the event of conflict, the issue will be decided by the Contracting Officer. Upon completion of a task order, the A-E shall notify the Contracting Officer or authorized representative.
j. Task orders may cover the entire range of general A-E services.
5. GENERAL REQUIREMENTS. The A-E in each task order must adhere to the following general requirements:
a. Release and Use of Information. The A-E shall refer all inquiries concerning the contract to the Contracting Officer or Government Project Manager. Under no circumstances shall any statement be released to the news media directly by the A-E or any of the employees of the A-E. The information developed, gathered, and assembled in fulfillment of the contract requirements, as defined in or related to the SOW shall not be released by the A-E, his consultants, his subcontractors or their associates without prior coordination and approval by the Contracting Officer or his designee. The said information upon completion of work will become the complete property of the Government and shall not be used by the A- E for any purpose without the written consent of the Contracting Officer. The A-E shall be aware of and take such precautionary measures as necessary to maintain the confidential nature of all work prepared under this contract. The obligation to maintain the confidentiality of this information shall extend beyond the completion of a task order.
b. Laws and Regulations. The A-E shall perform all studies and/or design efforts in full compliance with applicable Host Nation laws and/or the country's specific Final Governing Standards. The A-E shall also comply with all the Occupational Safety and Health Administration, Environmental Protection Agency, Corps of Engineers and Host Nation federal and local safety requirements. In case of conflict between these regulations, the most protective standard will prevail. The A-E shall be responsible for ensuring that his agents, employees and sub-contractors perform the work in a safe manner. The A-E shall ensure that all personnel involved in the sampling of soil and groundwater are trained in the appropriate field and first aid procedures. The A-E, sub-contractors, employees, and his agents shall all have the required certifications and licenses for performance of the work.
Regardless of the lack or omission of information within a specific task order, the A-E is still responsible for meeting the requirements of all applicable U.S and Host Nation regulations. Specific regulations to reference consist of the Final Governing Standards, AR 200-1, UR 200-1, DODI 4715-8 and EUCOM Directive 80-2.
1) Applicable Government Criteria and Standards include:
All applicable Host Nation Industry Standards (DIN) and European Norms (This will be further discussed at the pre-proposal meeting, for clarification and definition.)
UFC 1-200-01 DoD Building Code (General Building Requirements) UFC 1-200-02 High Performance and Sustainable Building Requirements, including Change 1 UFC 3-600-01 Fire Protection Engineering for Facilities, including Change 1 UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings, including Change 1 UFC 4-010-02 DoD Minimum Standoff Distances for Buildings, including Change 1 UFC 4-010-05 Sensitive Compartmented Information Facilities Planning Design and
Construction, including Change 1 United States European Command Antiterrorism Operations Order UFC 4-020-01 Security Engineering: Facilities Planning Manual UFC 4-020-02FA Security Engineering: Concept Design UFC 4-021-01 Design and O&M: Mass Notification Systems UFC 4-023-03 Design of Buildings to Resist Progressive Collapse UFC 3-310-01 Structural Load Data, including Change 2 UFC 3-310-02A Structural Design Criteria for Buildings UFC 3-310-04 Seismic Design for Buildings EUD Design Manual 1110-3-1, dated 1 Jul 89 UFC 3-740-05 Construction Cost Estimating Handbook Installation Design Guides as applicable Executive Order 12873 Federal Acquisition, Recycling, and Waste Prevention Resource Conservation and Recovery Act (42 U.S.C. 6962) U.S. Army Corps of Engineers Safety and Health Requirements Manual (ER 385-1-1) TM 5-853-3 – Security Engineering National Security Agency/ Central Security Service Regulation 121-18, Physical Security
Requirements for Controlled Areas, dated 27 June 2000 National Security Agency/Central Security Service policy 5-23, Physical Security Requirements for Controlled Areas, dated 24 August 2007 Director of Central Intelligence Directive 6/9, Physical Security Standards for Sensitive
Compartmented Information Facilities, dated 18 November 2002 Joint Air Force, Army, Navy Manual, Physical Security Standards for Special Access Program
Facilities, dated 23 March 2004 Army in Europe Regulation 190-16, Military Police Installation Access Control, dated 22 March
Intelligence Community Program Guidance Number 705.3, Sensitive Compartmented
Information Facilities – Construction Requirements for Locations Outside the United States, undated draft version 12
MIL-STD-188-124B GROUND, BONDING AND SHIELDING for ground base C/EE MIL-HDBK-419A Grounding, Bonding and Shielding for Electronic Equipment
2) National Codes and Regulations (Latest Editions):
International Building Code National Fire Protection Association (NFPA 13) Codes ASHRAE Standards
National Standard Plumbing Code Unified Facilities Criteria, UFC 3-600-01 Fire Protection Engineering for Facilities National Electric Code – NFPA 70 National Fire Alarm Code - NFPA 72 Life Safety Code NFPA 101 Lightning Protection Systems NFPA 780 IES - Illumination Engineering Society of North America ANSI/TIA/EIA-568 & 569 & 606 & 607 and ANSI-J-STD-607-A as applicable
3) Accessibility Provisions:
Architectural Barriers Act (ABA), 1968, as amended Americans with Disabilities Act Accessibility Guidelines (ADAAG)
c. A-E Responsibilities. For investigations, whenever possible, the US Government will furnish maps showing the location of the proposed work. When borings are required, the US Government will provide some assistance in obtaining utility clearances. The amount of assistance will vary from location to location and will be negotiated as part of the individual task order. All other aspects of the contract are the A-E's responsibility. The A-E understands that all offers of assistance or work directives (verbal or written) by US Government personnel other than the Contracting Officer or authorized representative are unauthorized and that the A-E shall not accept any such offers, other than that which is directed by the Contracting Officer or the Contracting Officer's Authorized Representative.
d. Passes/Identification. Installation passes may be required for A-E personnel before the A-E may be able to proceed with any fieldwork. The A-E may be required to provide names of sub-contractor personnel to be added to the access roster for the facility to be visited. Each task order will state whether passes are required and provide instructions on obtaining these passes. The A-E shall be responsible for furnishing identification to each employee and for each employee on the work site to display such identification as directed by the Contracting Officer or authorized representative. The A-E shall submit personnel lists and vehicle lists to the Contracting Officer or Government authorized Point of Contact prior to the commencement of work and with reasonable notice to allow for processing of the information which for inclusion in the Facility Access Roster shall be at a minimum two weeks.
e. Documented Information. The A-E shall provide a record of all meetings, conferences, discussions, or verbal directives that are participated in by the A-E or its representatives. These records shall be dated and shall identify participating personnel, subjects discussed, and conclusions reached. The A-E shall forward to the Authorized Government Point of Contact a copy of the memorandum of the meetings within ten (10) calendar days of the occurrence.
f. Annotated Review Comments. The A-E shall provide written responses to all review comments by the Government. The responses shall clearly reference the comment made and the specific paragraph referenced. The A-E shall also indicate what type of action they will be taking as a result of the comment. This may consist of acceptance of the comment and incorporation of the recommended change or need to further discuss to resolve differences.
g. Quality Control. The A-E is responsible for the completeness and accuracy of all work performed under this contract, and for compliance with all parts of the contract, task order, and with properly identifying the correct design and/or study conclusions requirements under all laws and regulations. The Government will rely upon the professional quality of the work that the A-E will perform. The A-E’s quality assurance/quality control plan (QA/QC) shall be prepared in accordance with ER 1110-1-12 Quality Management. A corporate level QA/QC plan shall be submitted for review and acceptance by the Government prior to award of any task orders.
h. Deliverables. Any CADD files prepared and delivered as part of any task order under this contract shall meet the most current standards at the CAD BIM Technology Center at https://cadbimcenter.erdc.dren.mil/. There you can download:
ERDC/ITL TR-12-6 A/E/C CAD Standard Release 6.0.
ERDC/ITL TR-12-1 A/E/C Graphics Standard Release R2.0; and
A/E/C Work Structure
A/E/C Work Structure is a common environment that can be used across agencies and engineering applications. This environment contains folder structures, tools, and resource files that implement the A/E/C CAD Standard and the A/E/C Graphics Standard documents. By utilizing one environment across agencies and applications it will give greater consistency when delivering A/E/C Standards-compliant deliverables.
i. AT-OPSEC Requirements
AT Awareness Training for Contractor Personnel Traveling Overseas. All US based contractor employees and associated sub-contractor employees traveling overseas will receive the government provided AOR specific AT awareness training. The documentation of training completion must be provided to the COR prior to departure.
For Contracts Requiring Performance or Delivery in a Foreign Country. All non-local contracting personnel will comply with theater clearance requirements and allows the combatant commander to exercise oversight to ensure the contractor's compliance with combatant commander and subordinate task force commander policies and directives.
6. A-E SERVICES. The A-E under each task order shall perform all work required to accomplish the intent of the task order, and unless otherwise specifically provided therein, in accordance with the following requirements.
a. Studies and Reports.
1) Investigations. All field and office work as required to accomplish specific studies shall be performed.
2) Drawings and Sketches. Drawings and sketches shall be prepared as required to present the details and results of the study. Drawings and sketches shall be prepared at approved scales using the approved CADD format and folded if requested. All drawings should be prepared in both the English and the host-nation language as indicated in the individual task order.
3) Cost Estimates. Required estimates of cost shall be prepared for any indicated components or features of the project and for the project as a whole. Estimates shall be broken down into items of construction as approved by the Government Project Manager, shall be based upon current material and labor costs, and shall be in sufficient detail as will permit analysis of the adequacy of the estimates. Estimates shall not contain lump sums that cannot be broken down.
4) Reports. Reports shall present the following:
a) Discussion of the study and investigation.
b) Description of all plans and schemes considered for obtaining the desired end result of the study.
c) All drawings and sketches required to present and illustrate the details and results of the study.
d) Required estimates of construction costs, including comparative costs for indicated alternate plans and schemes.
e) Results, conclusions, and recommendations.
b. Preliminary Design
1) General
a) Prepare preliminary designs based upon the project criteria and instructions. Preliminary designs are required for all features of the project, including a site layout of facilities, except as noted in subparagraph c) below.
b) Preliminary designs shall be submitted as scale line drawings prepared at contract plan scale as required in the task order SOW and in sufficient detail to show adequacy of design, the use of the item involved, and conformance of the design with the intent of the project as set forth in the instructions.
c) For facilities involving site adaptation of available plans, preliminary designs are not required for any construction feature that will be incorporated in the project without change from the design shown on the basic plans. Hence, if the plans can be site adapted without changes in the superstructure, preliminary designs are required for the modifications only.
2) Site Plans
a) General. Prepare and submit site plans showing the location of each proposed building and facility, critical grades, contours, drainage and relation of buildings and facilities to existing buildings, facilities, street systems, above and underground utilities, entrances and finished grades. Present grades shall be indicated.
Cultural features shall be indicated. At locations where survey control (coordinate systems or base lines) has been established, buildings and facilities shall be tied-in to such control as directed by the Government Project Manager.
Site plans shall be prepared in a scale as required as required in the task order SOW, with all necessary details.
b) Submission. At the earliest practicable date, and in no case later than the limiting dates established in a task order, the A-E shall submit for preliminary approval, prints of the site plans developed to the extent necessary to show the siting of each building or facility involved in relation with adjacent buildings, facilities and street systems.
3) Buildings and Structures. Preliminary designs shall be two-line drawings showing floor plans, elevations, and locations of principal items of installed equipment in accordance with the following:
a) All required controlling dimensions shall be clearly indicated.
b) Floor plans with dimensions and functional arrangement of all areas; including corridors, exits, stairs and utility spaces properly related to exterior access, roads, parking, and service areas, etc. Individual treatment shall be given any items involving special design and/or deviations from accepted standards and of complex design. Floor and roof framing and loading shall be indicated. Built-in, installed, and specialized portable equipment shall be indicated to scale. Pertinent information regarding fire prevention and safety requirements shall be shown. Design live and wind loads shall be shown.
c) Elevations shall include story heights, fenestration, and adaptation to finished grades at the site.
d) Sections of structures, including framing, partitions, suspended ceilings, (if any), ducts, etc., shall be shown.
e) Typical wall sections shall be shown at a sufficiently large scale. Sections shall include material and thickness, methods of attachment, and type of windows, with relation thereof to supporting structural columns or walls.
f) For heating, air conditioning, mechanical ventilation and plumbing, and special mechanical features such as elevators, hoists, kitchen equipment, flight simulators, etc., indicate the location, capacity, and space requirements of all major items of mechanical equipment. Single line indication and riser diagrams of ducts, pipes and equipment and their approximate location shall also be shown. Indication shall be made as to whether piping and ductwork is exposed or concealed. Functional areas where pipes are exposed shall be delineated.
Approximate operating range or capacity for heating, ventilation, air conditioning and refrigeration equipment shall be clearly stated.
g) For electrical systems, indicate typical lighting arrangements, types of fixtures proposed, general light intensities, special electrical requirements of the using services, including communications and electronic facilities where applicable, light, and power service entrance and distribution arrangement. Conduits, including those to be wired by others, shall be shown together with indication as to whether conduits are exposed.
Functional areas having exposed conduits shall be delineated. Riser diagrams, showing service equipment, feeders, and panels, other than branch circuits shall be shown. Cable sizes, current demand factors and the switch and panelboard descriptions are not required. Location, capacity, and space requirements of all major items of equipment shall be shown including interior substations service equipment and panels. Power, communication, and electronic features will be indicated in sufficient detail to identify requirements clearly and to indicate the means of satisfying the requirements.
h) Separate lists of all contractor-furnished equipment, all Government-furnished equipment to be installed by the contractor, and equipment furnished and installed by the Government.
4) Utilities, Site Improvements and Similar Construction. Preliminary designs shall be drawings showing the layouts and respective design stage of all facilities and appurtenances and the location of all facilities served.
General layouts for this type of construction shall be shown on site plans described in subparagraph 2) above.
Designs shall be prepared as separate drawings showing the following:
a) All required controlling dimensions, clearly indicated.
b) Layouts sufficiently detailed to show the system and design proposed. Details shall include necessary plans, elevations, and sections of special features. Capacities or sizes, subject to later revision, of major features and items of equipment shall be indicated. Types of materials shall be indicated.
c) Grading and typical sections of all project areas.
d) Profiles of pipelines.
e) Drainage features.
5) Roads, Walks, Open Storage, Parking Areas and Similar Construction. Preliminary designs shall be drawings showing the layouts and preliminary design of all facilities and appurtenances and the location of all facilities served. General layouts for this type of construction shall be shown on site plans described in subparagraph 2) above. Detailed preliminary designs shall be prepared, as separate drawings if necessary, showing the following:
a) All required controlling dimensions, clearly indicated.
b) Transverse cross section of all roads, walks, and open-storage areas, depicting the depth and type sub-base, bases, and pavement courses.
c) Layout and profile of each individual road and street, including drainage systems and structures, together with location and results of all soil investigations. Buildings and other features, controlling grades and dimension of roads shall be shown on these plans.
d) Layout, existing and finished contours of all parking areas and open storage areas, together with adjacent and contiguous buildings and other structures, including drainage system and structures, and location and results of all soil investigations.
e) Layout of all typical street intersections, culverts, and major drainage structures.
f) Necessary plans, elevations, and sections of special features.
6) Airfield and Heliport Paving and Drainage. Preliminary designs for this type of construction shall be prepared in accordance with the requirements set forth above for site plans and utilities subject to the following data being shown on the drawings:
a) Existing pavement and location of proposed work;
b) Grading and drainage;
c) Results of foundation investigation, including soil profiles;
d) Details of drainage structures;
e) Profile indicating furnished grades of facilities;
f) Clear and approach zones;
g) Lateral clearances from all paved areas to fixed and moveable objects;
h) Jointing-plan juncture details and types of joints;
i) Details of thickness and types of pavements to be constructed;
j) Layout of tie-down anchors and details; and
k) Marking indicating traffic and non-traffic areas of airfield pavements.
7) Coordination with outline specifications. Preliminary drawing shall be coordinated with the outline specifications to clearly indicate type and sizes of materials, utilities, etc., and specifically to list separately all Contractor-furnished equipment and all Government-furnished equipment to be installed by the Contractor.
8) Basis-of-Design
a) General. Prepare and submit, for original designs to be accomplished by the A-E, a basis-of-design showing typical analyses for basic parts of the project, including structural, mechanical, and electrical features and each utility, and stating all loadings, hydraulic computations including computations for deluge sprinkler systems, criteria, factors, assumptions, and codes on which the design is to be based. Where applicable, the basis-of-design shall include the planned use, relocation, or removal of existing facilities. Basis-of-design shall include specific features set forth in this paragraph.
b) Airfield and Heliport Pavement and Drainage. The basis-of-design shall include all applicable items indicated in the latest applicable technical guidance.
c) Submission. Copies of each basis-of-design shall be submitted as required in the task.
9) Outline Specifications
a) Prepare outline specifications covering all contemplated construction materials and equipment to be incorporated in the project as the result of original designs by the A-E. The type of building requirements used, permanent or semi-permanent shall be as noted in the task orders or as directed by the Government Project Manager.
b) Outline specifications shall be coordinated with the requirements for Preliminary Design.
c) Outline specifications shall present the following:
- Description of each of the facilities involved.
- Approximate capacities of the major mechanical items, with a brief description of their function and operation of the system.
- All data required for preliminary engineering and architectural analysis of the project that is not shown on the respective design stage drawings or included in the basis-of-design.
- List of any contractor's options to be incorporated in the project design.
d) Copies of the outline specifications shall be submitted as required by task order statements of work.
10) Preliminary Cost Estimate
a) Preliminary cost estimates shall be based upon contract drawings completed to the percentage established in the task order and other designated data. The estimates shall be accurate and realistic, reflecting current prices for work and materials, and taking into account probable labor shortages that may occur because of other known proposed projects in the area. The estimates shall be broken down into major items of construction, as approved by the Government Project Manager. Each major item shall be further broken down into component units of labor and materials with the quantity and cost of each unit shown. Lump sum amounts for major items that cannot be readily analyzed will not be accepted. Preliminary cost estimates shall present separate costs for each line item, broken down into costs for individual buildings, facilities and components thereof, as directed by the Government Project Manager. Copies of preliminary cost estimates shall be submitted as required by the task order SOW.
b) Classification. The requirements set forth herein for classification of cost estimates shall apply to preliminary cost estimates.
c) Submission. Copies of the preliminary designs shall be submitted as required by the task order SOW or as herein before indicated.
c. Final Design
1) Accomplish the final detail design of the project complete with all component parts and appurtenances.
The final designs shall be based upon the project criteria and were furnished or required, upon the approved Intermediate design. The final design shall be within the target construction cost and completed within the approved intermediate cost estimate, as applicable within the approved funding for the project involved.
2) For structures involving site adaptation of plans, the final design shall be for all modifications, additions and appurtenances required to adapt the design of structures as shown on the plans to local site conditions.
3) Design Analyses. Prepare and submit design analyses for all original designs prepared by the A-E, comprising statements of all criteria, loads, factors, assumptions, and codes used in the final design, diagrams and charges developed in connection with designs and the computations made thereon. Design analyses for airfield pavements shall be prepared strictly in accordance with the format furnished by the Government Project Manager.
Design analyses shall be submitted as required by the task order SOW.
4) Drawings. Prepare complete detailed drawings for use in the contract construction of the project.
Final drawings shall be based on approved designs and layouts and shall be developed on sheets sized as required in the task order SOW. The scales shall be as approved by the Government Project Manager. The coordinates or ties to base lines of at least two adjacent corners of each building and structure and of principal points on utility lines, roads, railroads, pavements, and similar construction features shall be shown on the drawings. The contract drawings shall be prepared for the entire project designed under the contract and shall provide for the solicitation of bids and award of construction contracts in accordance with the provisions of the contract specifications. All drawings shall be prepared utilizing a CADD format that is 100 percent compatible with Europe District standards or as approved by the Government Project Manager. Check prints will be required during the prosecution of the work; the number of such prints shall be as required by the task order. All reproduction of completed drawings for bidding and construction purposes will be by the Government.
5) Technical Provisions
a) Prepare complete specifications for the contract construction of the entire project using word processing software that is 100 percent compatible with the Europe District standard or as approved by the Government Project Manager. The contract specifications shall be prepared in a single volume covering all items of work. The volume shall include the complete Statement of Work, Special Conditions and Technical Provisions and a list of bid Items and Quantities for the project involved. The intent is to prepare complete specifications in such a manner that the project construction included in a specification volume may be readily advertised for bids and contracted for as a whole or in parts. The Government Project Manager shall be consulted in developing the bid items. Bid items shall be developed so that total construction costs of line items may be determined.
b) The Government Project Manager will furnish the basic standard necessary for use in preparation of the Special Conditions.
c) The Technical Provisions shall comprise a master technical specification covering all items of work common to all line items included under the task order and shall be prepared with separate sections covering the various trades and work classification.
d) Final specifications, including complete technical provisions, shall be submitted in a format as required by the task order SOW or as acceptable to the Government Project Manager.
6) Contractor's Approval and Test Schedule. A schedule of Construction Contractor's Approvals and Tests shall be prepared listing all shop drawings, samples, materials, fixtures, equipment, plant materials and color schedules to be submitted and all tests to be performed by the construction contractor in accordance with the contract specifications. Each item listed shall be referenced to the paragraph in the contract specifications that requires the contractor's action thereon. The schedule shall be submitted along with the final contract specifications.
7) Quantity Survey. Quantity surveys shall present separate quantities for each line item broken down into individual buildings, facilities and components thereof, as directed by the Project Manager. The quantity surveys shall be broken down into component units of work, materials, and equipment, together with the amounts of the same, in accordance with a breakdown approved by the Government Project Manager. Quantity surveys shall be in sufficient detail to permit proper Government review and shall not include lump sum items that cannot be readily analyzed. The quantity survey for each building shall also contain a list of the square foot areas by floors and volumes for the buildings computed in accordance with Government procedure.
8) Final Cost Estimate
a) General. Final cost estimates shall be based upon the completed contract drawings and specifications. This estimate comprises a revision of the intermediate cost estimate.
b) Construction Costs. The estimates shall be accurate and realistic, reflecting prices for work and materials escalated to the midpoint of construction, and consider probable labor shortages that may occur because of…
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