W912QR19R0024-0004.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Solicitation W912QR19R0024 is hereby amended as follow s:

SEE CONTINUATION PAGE

1. CONTRACT ID CODE PAGE OF PAGES

1 9

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912QR19R0024

X 9B. DATED (SEE ITEM 11)

19-Nov-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

06-May-2020

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912QR19R0024-0004

W912QR19R0024

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

SUMMARY OF CHANGES – AMENDMENT 0004

General Information:

1. The due date and time for Phase II proposal submission remains 1400 HRS EST on Thursday, 14 May 2020.

Section 01 11 50:

2. The Volume 2, Specification Section 01 11 50, Summary of Work is hereby replaced in its entirety.

Section 00 22 18:

3. The Section 00 22 18 – Procedures for Submittal and Evaluation of Offers for Phase II is hereby replaced in its entirety. Paragraph 5, Volume I – Factor I: Design/Technical and Paragraph 6, Volume I – Factor II:

Management Approach have been revised.

SECTION 00 22 16 - SUPPLEMENTARY INSTRUCTIONS TO PROPOSERS

The following have been modified:

SECTION 00 22 18 - PHASE II

SECTION 00 22 18

PROCEDURES FOR SUBMITTAL AND EVALUATION OF OFFERS FOR PHASE II

1. Overview

1.1 The intent of this solicitation is to select up to five (5) contractors for Indefinite Delivery Indefinite Quantity (IDIQ) Multiple Award Task Order Contracts (MATOC) for Construction Services for the Great Lakes and Ohio River Division Mission Boundaries.

1.2 This is a two-phase procurement and the basis of award is the Best Value Trade-Off Process. Following completion of the evaluation of Phase I, up to a maximum of ten (10) most highly qualified Offerors will be selected to participate in Phase II. The selected Offerors for Phase II will be invited to submit the information described in this Section 00 22 18, Procedures for Submittal and Evaluation of Offers for Phase II, for review and evaluation by the Government. Following completion of the Phase II evaluation, the Contracting Officer will award a maximum of five (5) firm fixed price IDIQ contract to the responsible Offerors whom the Source Selection Authority determines conform to the solicitation, are fair and reasonable, and offer the best overall value to the Government, all factors considered. The Government reserves the right to accept other than the lowest priced offer or to reject all offers. For Phase II submittals, requirements stated in this RFP are minimums.

1.3 This sample project is for the repair of HVAC/Latrine F/34021 at Wright-Patterson AFB, OH. The cost range is between $500,000 and $1,000,000.

1.4 The basis of award is the Best Value Trade-Off process. The Contracting Officer will award a firm fixed price contract to the responsible Offeror whom the Source Selection Authority (SSA) determines conforms to the solicitation, is fair and reasonable and offers the best overall value to the Government, all factors considered. The Government reserves the right to accept other than the lowest priced offer and the right to reject all offers. For Phase II submittals, requirements stated in this RFP are minimums.

NOTE: The rating information from Phase I will not be considered in Phase II or in the final selection.

2. Submittal of Offers

2.1 Offerors submitting proposals for this project should limit submissions to data essential for evaluation of proposals so that a minimum of time and monies will have been expended in preparing information required herein. However, in order to be effectively and equitably evaluated, the proposals must include information sufficiently detailed to clearly describe the Offeror’s technical information, and management capabilities necessary for successful completion of the project. For the Phase II submittals, requirements stated in this RFP are minimums. Innovative, creative or cost-saving proposals that meet or exceed the requirements are encouraged and will be rated accordingly. Proposals should follow in the order of sequence set forth in the RFP. Information provided out of sequence may not be evaluated and may result in the Offeror’s disqualification from award.

2.2 Offerors shall submit their proposals to the US Army Corps of Engineers, 600 Dr. Martin Luther King, Jr.

Place, Room 821, Louisville, KY 40202-2267 no later than the time and date specified in Block 13 of Standard Form 1442. Mark your proposal submission to the attention of Bjorn Hale. NOTE: The Louisville District is in the Eastern Time Zone.

2.3 The Government is using a two-phase procurement approach for this design/build Indefinite Delivery Indefinite Quantity (IDIQ) Multiple Award Task Order Contracts (MATOC). For Phase II, Offerors are required to submit a proposal consisting of the information identified in paragraphs 2.4 and 2.5 below. All proposal materials shall be submitted in binders with a table of contents and tabbed section dividers. Phase II proposal sections should parallel the submission requirements identified herein.

2.4 Volume I for Phase II shall be submitted in a Three-Ring Binder and include the following information:

• Volume I – Factor I: Design / Technical o Sub-factor 1 – Design Drawings o Sub-factor 2 – Design Narrative

• Volume I – Factor II: Management Approach o Sub-factor 1 – Schedule Narrative o Sub-factor 2 – Management Plan

NOTE: Volume I shall be submitted in original and six (6) paper copies and one (1) electronic copy on CD. The paper version of the proposal shall be used for evaluation and will control any conflicts or discrepancies between the two media. Offeror is responsible for ensuring the paper copy is consistent with the electronic copy of the proposal. Failure to place the required submission information under the appropriate tab (factor or sub-factor) may result in a lower rating if the evaluators cannot readily find the appropriate information. Any specified page limits will be strictly adhered to and enforced. Information submitted which exceeds the specified limit will not be evaluated.

2.5 Volume II for Phase II shall be submitted in a Three-Ring binder (placed in a separate envelope) and include the following information:

• Volume II – Tab A: Standard Form 1442 and Price Breakout Schedule

• Volume II – Tab B: Joint Venture Agreements

• Volume II – Tab C: Evidence of Ability to Obtain Bonding and Proof of Financial Ability

• Volume II – Tab D: Pre-Award Information

NOTE: Volume II, with the final price breakout schedule shall be submitted in original and one (1) electronic copy on CD. The paper version of the proposal shall be used for evaluation and will control any conflicts or discrepancies between the two media. Offeror is responsible for ensuring the paper copy is consistent with the electronic copy of the proposal. Failure to place the required submission information under the appropriate tab (factor or sub-factor) may result in a lower rating if the evaluators cannot readily find the appropriate information.

3. Proposal Evaluation Process

3.1 A Source Selection Evaluation Board (SSEB) comprised of representatives of the Corps of Engineers, User/Customer, and other required personnel will evaluate the proposals. Offerors are advised that the technical evaluation and rating of proposals will be conducted in strict confidence. Technical/quality proposals will be reviewed and rated without knowledge of the price offered. The number and identities of Offerors will not be revealed to anyone who is not involved in the evaluation and award process or to other Offerors. Proposals will be evaluated based on the factors described herein, and the basis of award is the basis of award is a Best Value Trade-Off, as stated in paragraph 1.4 above.

3.2 The evaluation process for Phase II essentially consists of four parts: proposal compliance review, technical evaluation, price evaluation, and cost/technical trade-off analysis.

3.2.1 Proposal Compliance Review: This is an initial review to ensure that all required forms and certifications are complete and that both a technical and price proposal were received.

3.2.2 Technical Evaluation: The SSEB will evaluate and rate the proposals against the Phase II RFP requirements. The factors will be rated using an adjectival-based system.

3.2.3 Price Evaluation: The SSEB and SSA will evaluate price proposals independent of the technical evaluation.

The SSEB will not have access to price information until completion of the technical evaluation.

3.2.4 Cost/Technical Trade-off Analysis: After all above evaluations and reviews are complete, the SSA will compare the relative advantages and disadvantages of technical proposals and compare prices. The SSA will then consider all factors to select the proposals offering the best value to the Government.

4. Phase II Proposal Information and Related Evaluation Factors

4.1 Phase II proposals will be evaluated in accordance with the factors and sub-factors below, listed in relative order of importance. All technical evaluation factors and sub-factors, other than cost or price, when combined, are approximately equal to cost or price. Offerors are reminded to include their best technical approach in their initial offer and not to automatically assume that they will have an opportunity to participate in discussions or be asked to submit a revised offer. The Government may make award of a conforming proposal without discussions, if deemed to be within the best interest of the Government.

4.2 Volume I – Factor I: Design / Technical 1st

Sub-factor 1 – Design Drawings equal to sub-factor 2 Sub-factor 2 – Design Narrative equal to sub-factor 1

4.3 Volume I – Factor II: Management Approach 2nd

Sub-factor 1 – Schedule Narrative 1st Sub-factor 2 – Management Plan 2nd

4.4 Volume II – Price and Pro Forma Information

Tab A Standard Form 1442 and Price Breakout Schedule Not Rated

4.5 Ratings:

Evaluators will apply the adjectival rating for the definition that most closely matches the evaluation.

Technical Assessment Ratings Adjectival Rating Description

Outstanding Proposal indicates an exceptional approach and understanding of the requirements and contains multiple strengths and risk of unsuccessful performance is low.

Good Proposal indicates a thorough approach and understanding of the requirements and contains at least one strength, and risk of unsuccessful performance is low to moderate.

Acceptable Proposal meets requirements and indicates an adequate approach and understanding of the requirements, and risk of unsuccessful performance is no worse than moderate.

Marginal Proposal has not demonstrated an adequate approach and understanding of the requirements, and/or risk of unsuccessful performance is high.

Unacceptable Proposal does not meet requirements of the solicitation, and thus, contains one or more deficiencies, and/or risk of unsuccessful performance is unacceptable.

Proposal is un-awardable.

4.6 Definitions:

1. Deficiency. A material failure of a proposal to meet a Government requirement or a combination of significant weaknesses in a proposal that increases the risk of unsuccessful contract performance to an unacceptable level. See FAR 15.001.

2. Strength. An aspect of an Offerors’ proposal that has merit or exceeds specified performance or capability requirements in a way that will be advantageous to the Government during contract performance.

3. Significant Strength. An aspect of an Offerors’ proposal that has appreciable merit or appreciably exceeds specified performance or capability requirements in a way that will be appreciably advantageous to the Government during contract performance.

4. Weakness. A flaw in the proposal that increases the risk of unsuccessful contract performance. See

FAR 15.001.

5. Significant Weakness. A flaw in the proposal that appreciably increases the risk of unsuccessful contract performance. See FAR 15.001.

6. Uncertainty. Any aspect of a non-cost/price factor proposal for which the intent of the Offeror is unclear (e.g., more than one way to interpret the offer or inconsistencies in the proposal indicating that there may have been an error, omission or mistake).

7. Clarification. Limited exchanges between the Government and Offerors that may occur when award without discussions is contemplated. See FAR 15.306(a)(1).

8. Adverse Past Performance. Past performance information that supports a less than satisfactory rating on any evaluation.

5. Volume I – Factor I: Design / Technical

5.1 Submission Requirements:

5.1.1 Sub-factor 1 – Design Drawings

Submit ANSI D half size scalable to fit 11” x 17” sheets. The proposed design drawings shall provide the information as follows:

BUILDING FUNCTION

Include the following:

• Floor Plans

• Site Plan with all features

NOTE: There is a limit of 15 drawings for the Design Drawings sub-factor using 11” x 17” sheets. All information must be clearly legible. Any information that is not clearly legible may result in a lower rating if the evaluators cannot readily find the appropriate information.

5.1.2 Sub-factor 2 – Design Narrative

Provide a clear and concise narrative describing the project, while specifically addressing the following site and building features:

• Architectural including Roofing System

• Mechanical

• Structural

• Site Work / Utility Connections & Routing

• AT/FP

NOTE: There is a limit of ten (10) single sided, 8.5” x 11” pages, using a minimum font size of 11 and a minimum margin of one-half inch on all sides, for the Design Narrative sub-factor.

*Proposals SHALL address each bullet point for Sub-Factor 1 – Design Drawings and Sub-Factor 2

– Design Narrative or the proposal will be considered deficient and rated unacceptable.

5.2 Evaluation Criteria:

5.2.1 Sub-factor 1 – Design Drawings

Design Drawings will be reviewed for thoroughness, functionality, quality of materials, and an understanding of the project requirements. Drawings that exceed the minimum requirements may receive additional consideration.

5.2.2 Sub-factor 2 – Design Narrative:

The Design Narrative will be evaluated for completeness and thoroughness, by including the building features of the RFP as outlined in the Statement of Work. Proposals that demonstrate a complete understanding of the project requirements in the Statement of Work, may receive additional consideration.

6. Volume I – Factor II: Management Approach

6.1 Submission Requirements:

6.1.1 Sub-factor 1 – Schedule Narrative

Based on the project budget and scope, provide a schedule narrative describing the construction sequence / process for successful completion of each phase of the project (Design, Construction, Commissioning and Close-Out) within the duration shown in Section 0750, FAR Clause 52.211-10. Offerors may propose a shorter duration for completion, but Government review times shall not be shortened. The Schedule Narrative shall address the major construction milestones and tasks indicated below:

• Design Phase / Packages

• Fast Tracking (if utilized)

• Pre-Construction Submittals and Review

• Long Lead Items

• Red Zone Meeting

• As-Builts

• Work in occupied buildings/Phasing

NOTE: There is a page limit of ten (10) single sided, 8.5” x 11” pages, using a minimum font size of 11 and a minimum margin of one-half inch on all sides for the Schedule Narrative sub-factor.

6.1.2 Sub-factor 2 – Management Plan

Provide a management plan narrative for the project that describes how your labor, resources, designers, subcontractors and material suppliers will be managed, supervised, coordinated and used to ensure successful completion of the project. Additionally, the Management Plan shall address the following information:

• Identify significant areas of risk and provide your plan for mitigating risk during contract performance.

• Describe your process for managing, coordinating and tracking changes that arise during the design and construction phases.

• Provide an organizational chart for this project showing home office support, on-site management and the responsible chain of command. Joint venture Offerors must show the respective areas of responsibility for each partner. Clearly delineate on-site from off-site personnel on the organizational chart.

NOTE: There is a page limit of ten (10) single sided, 8.5” x 11” pages, using a minimum font size of 11 and a minimum margin of one-half inch on all sides for the Management Plan sub-factor.

*Proposals SHALL address each bullet point for Sub-Factor 1 – Schedule Narrative and Sub-Factor 2 – Management Plan or the proposal will be considered deficient and rated unacceptable.

6.2 Evaluation Criteria:

6.2.1 Sub-factor 1 – Schedule Narrative

The narrative will be evaluated based on the understanding of events identified in paragraph 6.1.1 above and the Offeror’s capability to complete the schedule within the contract duration. Narratives that demonstrate a clear understanding of the schedule impacts of the major milestones and tasks and provide a thorough approach for successfully completing the contract within the contract duration may be rated more favorably by the SSEB.

NOTE: The SSEB will evaluate the Offeror’s schedule narrative using calendar days, not dates.

6.2.2 Sub-factor 2 – Management Plan

Plans will be evaluated based on the level of understanding of the work and the involvement the contractor will have in the management, oversight, control, and coordination of the work performed during construction of the project. Plans will also be evaluated based on the level of understanding of project risks and the approach for minimizing these risks. The Offeror’s organizational chart will be evaluated based on the clarity, adequacy, capabilities and strengths for managing a successful project. Plans that demonstrate a clear understanding of the project requirements and provide a thorough approach for successfully managing the project may be rated more favorably by the SSEB.

7. Volume II – Price and Proforma Information (Submit in a separate envelope).

7.1 Tab A – Standard Form 1442 and Proposal Price Breakout Schedule.

7.1.1 Submission Requirements:

The offeror shall complete and submit Standard Form 1442 and Section 00 10 00, Proposal Price Breakout Schedules. Both of these forms are included in Section 00 10 00 of this solicitation.

7.1.2 Evaluation Criteria:

The total evaluated price to be used for evaluation of the base MATOCs will be determined by adding the proposal for the Sample Task Order and the total estimated base and optional MATOC price combined.

Offerors must complete all of the price breakout information for the purpose of evaluation. The price for the Sample Task Order, as well as the binding rates that make up the estimated base and optional MATOC price, will be reviewed by the SSEB and Contracting Officer/SSA for fairness and reasonableness through the use of price analysis. Price will also be checked for unbalancing of line items. Offerors are cautioned to distribute costs appropriately. The SSEB and Contracting Officer/ SSA will also confirm that the proposed binding rates are used for the Sample Task Order. Proposed prices that do not utilize the proposed binding rates will be considered Unacceptable.

(End of Summary of Changes)

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 50

SUMMARY OF WORK

02/ 20

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 OCCUPANCY OF PREMISES

1.4 EXISTING WORK

1.5 UTILITY OUTAGE REQUESTS AND UTILITY CONNECTION REQUESTS

1.6 WRIGHT PATTERSON AFB HAZARDOUS MATERIALS REQUIREMENTS:

1.6.1 Environmental Survey

1.6.2 Hazardous or Universal Waste

1.6.3 Summary Reports/Recycling

1.6.3.1 Summary Reports

1.6.3.2 Recycling

1.7 NOT USED

1.8 NOT USED

1.9 PERSONNEL REQUIREMENTS AND QUALIFICATIONS

1.9.1 Personnel Requirements

1.9.2 Site Safety and Health Officer (SSHO)

1.9.3 CQC System Manager Qualifications and Duties

1.10 BORROW, EXCAVATION AND WELDING PERMITS

1.10.1 BORROW

1.10.2 EXCAVATION

1.10.2.1 WELDING PERMITS

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 GENERAL CONSTRUCTION REQUIREMENTS

3.2 GENERAL INFORMATION

3.3 DOCUMENTATION

3.3.1 Construction Plan

3.3.2 Waste Disposal

3.4 DESIGN CONSIDERATIONS

3.4.1 DESIGN REQUIREMENTS

3.4.2 DESIGN SUBMITTAL DISTRIBUTION LIST

3.5 CONSTRUCTION CONSIDERATIONS

3.5.1 Use of Premises

3.5.1.1 Work Schedule

3.5.1.2 Parking and Facilities

3.5.1.3 Utility Outages

3.5.2 Project Site

3.5.2.1 Protection and Maintenance of Traffic

SECTION 01 11 50 Page 1

3.5.2.2 Dust control

3.5.3 Storage of Materials

3.5.4 Security

3.5.5 Protection of Personnel and Government Property

3.5.6 Site Fire Protection

3.5.7 Waste Disposal

3.6 CONTRACTOR DAMAGED FINISHES

3.7 DEMOLITION

3.7.1 General

3.7.2 Contractor Submittals

3.7.3 Execution

-- End of Section Table of Contents --

SECTION 01 11 50 Page 2

SECTION 01 11 50

SUMMARY OF WORK

02/ 20

PART 1 GENERAL

This section supplements section 01 11 00 in the base contract. Unless specifically noted otherwise in this Specification Section or in the base MATOC contract Volume 1 of 2 itself, all requirements of the base MATOC contract Volume 1 of 2 shall apply to this Task Order.

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. See the Submittal Register following Section 00 80 50.00 06 .

1.2 WORK COVERED BY CONTRACT DOCUMENTS

AMDT 004******************************************************************

1.2.1 Project Description

The Contractor shall provide all labor, equipment, supplies, and consultant services and all site investigations, surveys, analysis, sampling, testing and verification of existing field conditions as required for design and construction of the Repair HVAC / Latrines Project at Wright-Patterson Air Force Base (WPAFB) to result in a complete and useable Facility. Contractor shall provide complete design analysis incorporating all engineering computations, analysis, test and survey results, building code (including fire protection, life safety, environmental and accessibility) review as it pertains/affects/relates to this project, equipment and material data and documentation of existing conditions.

Unless specifically noted otherwise in this Specification Section or in the base MATOC contract Volume 1 of 2 itself, all requirements of the base MATOC contract Volume 1 of 2 shall apply to this Task Order. The work includes design and construction to replace air handling units, heat exchangers, door heating units, pumps, exhaust fans, high bay heating/ventilating units, condenser, related controls, pumps, power, piping and insulation and duct adjustments, including all related appurtenances, and all labor and materials. Controls are to be connected into the existing system. For bidding purposes, assume the existing system has the capacity to handle all new loads. Assume complete replacement of the roof of the facility. The work also includes replacing the latrines fixtures, fittings and finishes, furnishings, partitions, accessories, replacing the drinking fountains and repair and repaint the support beams on the fuel pump and west end canopies.

Design and construction shall comply with the requirements contained in this Task Order Request for Proposal (RFP). The design and technical criteria contained and cited in this RFP and the Unified Facilities Guide Specifications (UFGS) establish minimum standards for design and

SECTION 01 11 50 Page 3 construction quality. The Designers of Record shall use the Unified Facilities Guide Specifications (UFGS) and the requirements contained in this RFP to fully develop the technical specifications and construction drawings. The objective of this solicitation is to obtain an energy efficient, durable, maintainable and sustainable space.

The illustrations and exhibits included in this RFP illustrate the conceptual design of the project and are provided to define the scope of work and budget. The concepts provided shall be further developed by the Design/Build Contractor to comply with the customer's functional needs.

Wright-Patterson AFB Specificaiton Requirements: All work shall conform to the Base Facility Standard, and specifications produced by the contractor shall utilize the standard WPAFB boiler plate specifications including 01 02 20, 02 08 10, 02 08 33, 02 08 34, 02 08 50, 02 09 00 and 02 09 10.

These documents are availaable upon request. No construction activity shall begin until all required WPAFB specifications are complete and accepted by the Government.

All demolition required to construct the project is included as part of the work of this Contract and incidental related work.

******************************************************************AMDT 004

1.2.2 Location

The work is located at Building F/34021, Wright Patterson Air Force Base, OHas indicated in the attachments .

1.3 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.4 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.5 UTILITY OUTAGE REQUESTS AND UTILITY CONNECTION REQUESTS

Schedule work to minimize outages. For utility outages and connections required during the execution of work that affect existing systems, schedule outside the regular working hours or on weekends, as approved by the Contracting Officer. Schedule utility outages and connections to minimize disruptions tothe Government. No additional payment will be provided for utility outages and connections required to be performed

SECTION 01 11 50 Page 4 outside the regular work hours.

Submit requests for utility outages and connections in writing to the Contracting Officer for approval at least 14 calendar days in advance of the time required. In each request, state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.6 WRIGHT PATTERSON AFB HAZARDOUS MATERIALS REQUIREMENTS:

1.6.1 Environmental Survey

The contractor shall conduct an environmental survey in all the areas of work, unless otherwise specified in the plans and specifications, required by this task order to identify any potentially hazardous substances. This will include all affected interior and exterior pipe insulation, walls, flooring and other finishes disturbed by the work being done as a part of this task order. Upon completion of the survey, include any analytical results in the design and forward to 88 ABW/CEAN. Please contact Gary by email at gary.dowen@wpafb.af.mil or by phone at 937-257-9009 for additional information.

1.6.2 Hazardous or Universal Waste

The contractor must turn-in any Hazardous or Universal Waste to 88 ABW/CEAN. The only waste that the contractor disposes of themselves is solid waste (construction debris) and Asbestos-containing material.

The WPAFB Recycling Center is available for contractor use to reduce waste disposal, but is not required. Recyclable materials that are cost effectively segregated from demolition debris and are not scheduled for off-site recycling can be turned into the WPAFB Recycling Center in accordance with WPAFB Specification Section 01 02 20 . Contact WPAFB Recycling Program Manager at 937-257-5060 to confirm what materials are recyclable and to coordinate turn-in.

1.6.3 Summary Reports/Recycling

1.6.3.1 Summary Reports

The contractor shall submit a quarterly summary report to the 88 ABW/CEANP Recycling PM, Dave Dalton, IAW WPAFB Specification Section 01 02 20 stating:

(1) The tonnage of construction and demolition materials recycled

(2) The tonnage of construction and demolition materials land-filled or otherwise disposed.

The quarterly summary reports shall be received on April 7, July 7, October 7, and January 7 covering the three months prior. For additional information, contact the recycling PM, Dave Dalton, at 937-257-5060 or dave.dalton@wpafb.af.mil.

1.6.3.2 Recycling

1. If recyclable metal is to be recycled through the Base Recycling Center, contact Dave Dalton to reserve a dumpster at 937-925-5060 or dave.dalton@wpafb.af.mil.

2. Any fire suppression equipment containing ionizing radioactive material (smoke detectors) and any emergency exit signs containing

SECTION 01 11 50 Page 5 ionizing radioactive material shall be turned into 88 ABW/CEAX.

Coordinate this turn-in with the WPAFB 88 ABW/CEAX Radiation Safety Branch at 937-257-7320.

3. Turn-in all mercury containing devices, switches and thermostats to 88 ABW/CEAN in accordance with WPAFB Specification Section 01 02 20 for recycling. Turn-in all mercury containing lamps to 88 ABW/CEAN in accordance with WPAFB Specification Section 02 08 34.

4. Turn-in all PCB containing light ballast to 88 ABW/CEAN in accordance with WPAFB Specification Section 02 08 33.

5. Remove and dispose of any asbestos containing material in accordance with WPAFB Specification Section 02 08 10.

6. Any lead containing paint control measures shall be performed in accordance with WPAFB Specification Section 02 09 00.

7. Recover and reclaim any refrigerant in accordance with WPAFB Specification Section 02 09 10.

8. Please notify the 88 ABW/CEAN air program (Emily Erdei at 937-925-3871 or emily.erdei@wpafb.af.mil) before installation of any boilers or hot water heaters that are 120 gallons or larger. These units must be evaluated for permitting requirements. Information including but not limited to rating, fuel type, serial number, model number, etc may be requested to fill out appropriate paperwork for Ohio EPA.

9. Any transformers, switch gear, or electrical panels containing oil scheduled for removal must have the equipment oil verified to be non PCB-containing prior to turn-in. 88 ABW/CEAN maintains a base-wide PCB data-base for oil containing equipment. If the equipment cannot be located in the data-base the oil from each individual piece of equipment must be sampled for PCB. Please contact the 88 ABW/CEANP used oil technician Bob Jarusiewic by email at robert.jarusiewic@wpafb.af.mil or by phone at 937-257-2889 for additional information.

10. Any new types of hazardous materials to be used, and the wastes that may be generated as a result of that use need to be considered in the design. If appropriate, dedicated space for storage of hazardous materials and waste need to be provided. In addition proper coordination is needed with 88 ABW/CEAN. Questions concerning the requirements for storage and disposal of any hazardous materials can be addressed by the 88 ABW/CEANP Hazardous Materials PM, Mike Vaughn, (937-925-8028 or michael.vaughn@wpafb.af.mil) or 88 ABW/CEANP Hazardous Waste PM, Gary Selby (937-257-3349 or gary.selby@wpafb.af.mil).

1.7 NOT USED

1.8 NOT USED

1.9 PERSONNEL REQUIREMENTS AND QUALIFICATIONS

1.9.1 Personnel Requirements

In addition to the superintendent, CQC staff and safety staff required by this section, Section 01 45 04.10 06 and 01 35 26.00 06, the contractor

SECTION 01 11 50 Page 6 shall provide a full time Construction Project Manager for the entire life of this contract construction phase. The Construction Project Manager shall have a degree in Construction Management or Engineering and shall have 10 years of relative experience in construction management.

1.9.2 Site Safety and Health Officer (SSHO)

a. The SSHO shall be:

assigned as SSHO, but may have duties as the CQC System Manager and the Superintendent.

b. The SSHO and alternate(s) shall have an experience Level as follows and the Contractor must show evidence that the SSHO and alternate(s) have met these requirements. When an alternate is required for the project, the alternate shall have the same experience level and other qualifications as the SSHO. In addition, the SSHO and alternate(s) are also required to have:

(1) Completed, as a minimum, the 30-Hour OSHA Construction Industry safety class with current First Aid and CPR Training /AED.

(3) Maintained experience through having taken 24 hours of documented formal or on-line safety and health related coursework in the past five years. The training must be applicable to the work being performed on the contract. Teaching is not considered the equivalent of attending training.

(4) SSHO shall be able to demonstrate training in the following areas:

personal protective equipment and clothing to include selection, use and maintenance; hazard communication; health hazard recognition, evaluation and control of chemical, physical and biological agents.

(5) SSHO shall be Certified Safety Professional (CSP) or Certified Industrial Hygienist (CIH)or Associate Safety Professional (ASP) or Construction Health and Safety Technician (CHST) or Certified Safety Trained Supervisor (STS).

c.) The Contractor shall identify the SSHO and alternate(s)for this project and shall submit qualifications to the Government in resume form for acceptance. A copy of the letter to the SSHO and alternate(s) signed by an authorized official of the firm describing responsibilities and delegating authority to stop work when safety or occupational health of workers is compromised must be provided to the Government.

1.9.3 CQC System Manager Qualifications and Duties

The appropriate CQC personnel shall be present at the construction site as needed during work related to their areas of responsibility. In addition to the requirements of Section 01 45 04.10 06, Volume 1, CQC personnel resumes and site visit frequency shall be identified in the Design Quality Control Plan (DQCP) and accepted by the government.

The CQC System Manager shall be:

assigned as CQC System Manager, and may have duties as superintendent, SECTION 01 11 50 Page 7

SSHO, and can perform other quality control duties if qualified.

1.10 BORROW, EXCAVATION AND WELDING PERMITS

1.10.1 BORROW

NOT USED

1.10.2 EXCAVATION

NOT USED

1.10.2.1 WELDING PERMITS

NOT USED

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 GENERAL CONSTRUCTION REQUIREMENTS

The requirements include:

a. Construction considerations and use of the premises.

b. Protection of personnel and Government property.

c. Construction facilities and job site standards.

d. The requirements of this section apply to the entire project including all amendments or modifications that may be issued to modify the contract documents.

3.2 GENERAL INFORMATION

Contractor shall have shared use of all spaces for execution of the construction work as defined in the requirements of this RFP; all areas are currently occupied. Entrance into and interface with the surrounding facilities shall be coordinated in advance with the Contracting Officer.

The project site is within the fenced boundaries of a United States Department of Defense Military Installation. Access will require advance notice and security passes at all times. The contractor is responsible for obtaining all security passes.

The superintendent in charge of this work shall personally contact the Contracting Officer's Representative a minimum of 72 hours before starting work on the contract, before restarting work after a lengthy delay, and prior to moving workers and equipment from one site of work to another.

Coordinate all construction activities with:

a. Contracting Officer's Representative

b. Base Fire Department

c. Base Security/Police

d. Base Civil Engineer

e. Building Occupants

SECTION 01 11 50 Page 8

Prior to the start of any construction operations whatsoever, a schedule of work or operations in proper sequence shall be submitted by the contractor for approval by the Contracting Officer's Representative so as to cause a minimum amount of disruption to the normal flow of traffic on streets, pedestrian travel, installation security, and facility operations.

Coordinate all Construction and Use of Premises Activities with the Contracting Officer's Representative.

Coordinate with Contracting Officer's Representative the scheduling and routing of work, personnel access and material deliveries for the work.

The Contractor shall coordinate with Installation security regulations and personnel regarding worker and vehicle identification, badging, and permits. See paragraph entitled IDENTIFICATION OF EMPLOYEES in Section 00 80 00.00 06 SPECIAL CLAUSES in Volume 1.

3.2.8 High-ranking officers, foreign dignitaries, or DOD employees may approach you. Only the Contracting Officer can make changes to the contract.

Bulletin Board. See 01 50 00.

Project and Safety Signs. See 01 50 00.

3.3 DOCUMENTATION

3.3.1 Construction Plan

Prior to the start of any onsite construction activities, the Contractor shall submit a detailed construction plan. The plan shall include a detailed schedule of the major construction activities. Prior to the start of work, submit a site plan showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage area (onsite and offsite), and access and haul routes, avenues of ingress/egress to the fenced area and details of the fence installation. Identify any areas which may have to be graveled to prevent the tracking of mud. Indicate if the use of a supplemental or other staging area is desired. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.

Once the schedule is approved, do not deviate from the sequence, without prior written approval.

3.3.2 Waste Disposal

Prior to the start of any onsite construction activities, the Contractor shall submit a written plan for disposing of waste materials resulting from work under this contract as described in this specification section and Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS AND PERMITS, Volume 1.

AMDT 004***************************************************************

3.4 DESIGN CONSIDERATIONS

The contractor shall use the information provided in this task order in conjunction with the base MATOC contract.

SECTION 01 11 50 Page 9

(text deleted)

This project is design build and design is a part of this construction contract. The contractor shall follow requirement in Sections 01 03 00.00 06 and 01 33 16.00 10.

3.4.1 DESIGN REQUIREMENTS

For this task order Fast Track design will not be allowed. (text deleted)

Design submittals will be required at the following design phases:

Interim 65% design Final 100% Design Corrected Final Design Certified Final Design

***************************************************************AMDT 004

3.4.2 DESIGN SUBMITTAL DISTRIBUTION LIST

Each submittal reviewer copy shall include all items for any one design submittal, ie. hardcopy drawings of size indicated below (11x17 if not indicated), specifications, and design analysis. Provide CDs w/ drawings, specifications, and design analysis files.

SID and FF&E binders will be returned to the DB Contractor after each review for revisions. Reviewers will not insert/exchange pages/boards for revisions.

The 100% completed design binders, and any changes to the binders during construction, will be mailed to those listed below for record and reference. The DB Contractor shall retain one copy for field use.

Note: 100% for SID and FF&E represents the corrected final, completing shortly after the Released For Construction Design submittal.

Submittal Reviewers & Mailing Addresses Copies Required

U.S. Army Corps of Engineers 8 CELRL-ED-D-A (Joe Smith) 600 Dr. Martin Luther King Jr. Place, Rm 916 Louisville, KY 40202

U.S. Army Corps of Engineers 1 Wright Patterson AFB (Joe Smith)

C/O 914 AG, NFIAP

WPAFB, OH

Headquarters, Air Force 2 Attn: HQ AFRC/CEC (Joe Smith) 255 Richard Ray Blvd Bldg 220 Robins AFB, GA 31098-1637

SID/FF&E Binder Reviewers Copies Required

U.S. Army Corps of Engineers 1 set CELRL-ED-D-A (Joe Smith)

SECTION 01 11 50 Page 10

600 Dr. Martin Luther King Jr. Place, Rm 916 Louisville, KY 40202

Headquarters, Air Force Reserve Command 1 set Attn: HQ AFRC/CEC (Joe Smith) 255 Richard Ray Blvd Bldg 220 Robins AFB, GA 31098-1637

3.5 CONSTRUCTION CONSIDERATIONS

3.5.1 Use of Premises

The Contractor's use of the site, utility availability, and temporary facilities are described below.

3.5.1.1 Work Schedule

The Contractor shall schedule the work between the hours of 7:00 a.m. and 12:00 p.m. (midnight) Monday through Friday except Federal Holidays.

a. Permission to perform any work outside of these hours must be in writing and submitted five (5) calendar days in advance for approval by the Contracting Officer.

b. The Government may or may not grant such permission at its discretion.

Work may be required to be performed on weekends if it is determined by the Contracting Officer that work will be disruptive to any installation operations. The Government will occupy areas adjacent to the work site during construction. Contractor shall schedule and perform the work so as not to interfere with the Government's operations. The Contractor shall cooperate fully with the Government during construction operations to minimize conflicts and to facilitate Government usage.

3.5.1.2 Parking and Facilities

Contractor Personal Vehicle Parking: The contractor may use a limited number of parking spaces in the existing lots for the contractor's employee parking of personal vehicles. The Contractor shall coordinate with the Government on the exact number of available spaces, and shall make provisions to transport employees to the site should inadequate parking spaces be available on site. Parking in these areas is available on a first-come first served basis.

The Contractor will not be permitted to use existing toilet and wash facilities. The contractor shall provide his own toilet and wash facilities if desired.

3.5.1.3 Utility Outages

Once an outage is approved, and prior to beginning of work on the utility system requiring shutdown, the contractor shall attend a pre-outage meeting with the Contracting officer, the Installation representative and Public Utilities representative.

a. Any utility outages (gas, steam, electricity, and water) requested by the Contractor shall be submitted in writing no less than fourteen

SECTION 01 11 50 Page 11

(14) calendar days prior to proposed outage.

b. The Government reserves the right to reschedule the Contractor's proposed outage if deemed necessary.

c. In the event utility outages cannot be performed on any facility due to critical operation impact, the utility outages and any related work shall be performed on non duty hours.

d. Contractor shall notify the installation Fire Department prior to emergency utilities shutdown of the facilities.

3.5.2 Project Site

Contractor shall maintain a neat and orderly workplace with clear paths of emergency egress within the construction area.

3.5.2.1 Protection and Maintenance of Traffic

Prior to commencement of demolition and construction, the Contractor shall coordinate daily access and egress from the area of construction with the Contracting Officer, both vehicle and pedestrian. The Contractor shall confine construction personnel and equipment travel and operations to the area of work. The Contractor shall request approval for the limits of construction from the Government and show on the construction plans. The contractor shall coordinate access ways for personnel and equipment with the contracting officer.

a. The Contractor shall maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. The Contractor shall prepare a traffic plan (vehicle and pedestrian) for the project area and submit it to the Contracting Officer for review and approval.

b. The Contractor shall maintain and protect pedestrian traffic inside and outside of project area. The Contractor shall not cause traffic interference on any interior corridors without approval from the Contracting Officer.

c. The traveling public shall be protected from damage to person and property.

3.5.2.2 Dust control

For interior work, the Contractor shall construct a dust partition wall around the interior perimeter of the space as necessary to prevent dust from travelling into the corridor space. For exterior work the contractor shall control all fugitive dust.

3.5.3 Storage of Materials

The Contractor shall be responsible for the storage and safekeeping of all material to be incorporated into the work. The Contractor shall be responsible for all aspects of safety and security within the storage area.

Outside space is extremely limited on the installation for the storage of materials, the Contractor shall limit storage of materials to areas within project area. The Contractor shall indicate if the use of a supplemental or other staging area is desired.

SECTION 01 11 50 Page 12

a. Upon the Contractor's request, the Contracting Officer will consider another or supplemental area for the Contractor's use and storage of equipment, trailers, and materials; however, this will be solely at the discretion of the garrison and may not be approved. This area may not be in close proximity of the construction site but will be within the installation boundaries.

b. Fencing of materials or equipment will be required at storage locations; plastic strip inserts, colored installation selected color, must be used on the fence to screen the storage compound from the installation; fence posts must be embedded into grade as recommended by the manufacturer. The Contractor shall be responsible for cleanliness and orderliness of the area used and shall restore the area to its original condition upon completion of the project.

c. The Government will not provide utilities to the storage area.

Provide adequate storage facilitates for protection of materials and equipment. Materials and equipment shall be stored so as to ensure preservation of their quality of fitness for Work. Perishable items and items adversely affected by weather, rain, wind, dust, heat, or cold shall be stored within the designated area of construction, temporary waterproof sheds, or mobile facilities with raised floors, and heated if necessary.

Other materials and equipment shall be stored on wooden platforms and not on the ground.

Storage facilities shall be clean, in good condition, undamaged and free of rust or surface deterioration. Rental trailers shall be of a neutral color. Unsightly material storage or office trailers will not be permitted.

The Contractor shall be responsible to maintain the condition of storage facilities, as defined above, and the entire construction site in a neat, orderly, professional and uncluttered manner at all times throughout the…