10-R-0012-Amend2.pdf

US ARMY ENGINEER DISTRICT, PHILADELPHIA

POC: RYAN ANNIBALI

WANAMAKER BUILDING

100 PENN SQUARE EAST

PHILADELPHIA PA 19107-3390

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

This amendment does not extend the proposal due date of 30 March 2010 at 2:00 PM EST.

ALL QUESTIONS PERTAINING TO THIS SOLICITATION MUST BE RECEIVED BY 12:00 PM ON MARCH 22, 2010. RESPONSES MAY NOT BE

PROVIDED TO QUESTIONS RECEIVED AFTER THIS CUT OFF DATE.

Continued on next page.

1. CONTRACT ID CODE PAGE OF PAGES

J 1

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 W912BU-10-R-0012

X 9B. DATED (SEE ITEM 11)

09-Feb-2010

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 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) Job Order Contract (JOC) for Joint Base M-D-L, Wrightstown. New Jersey

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

11-Mar-2010

CODE

US ARMY ENGINEER DISTRICT, PHILADELPHIA

CONTRACTING DIVISION

WANAMAKER BUILDING

100 PENN SQUARE EAST

PHILADELPHIA PA 19107-3390

W912BU 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE E5CTCRRA

FACILITY CODECODE

EMAIL:TEL:

THIS PAGE IS INTENTIONALLY LEFT BLANK

Amendment No. 0002

W912BU-10-R-0012

14. Description of Amendment (continued)

a. Section 00100 – BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS:

Please delete FAR Provision 52.217-5 “Evaluation of Options” from page 6 in its entirety.

b. Section 00 110 00 - REQUEST FOR PROPOSAL SUBMITTAL REQUIREMENTS:

Please delete pages 3 through 14 in their entirety and substitute revised pages, annotated Amendment No.

0002, attached hereto.

Please delete “Attachment D” pages 1 through 24 in its entirety and substitute with revised pages 00 110 00-22 through 00 110 00-46 annotated Amendment No. 0002, attached hereto.

c. Section 00600 – REPRESENTATIONS & CERTIFICATIONS

Please delete pages 19-161.

d. Section 00800 – SPECIAL CONTRACT CLAUSES:

Please delete pages 25 and 26 in their entirety and substitute revised page, annotated Amendment No. 0002, attached hereto.

Please delete pages 29 and 30 in their entirety and substitute revised page, annotated Amendment No. 0002, attached hereto.

e. Standard Form 30 for Amendment No. 0001 is included.

Please indicate receipt of this amendment on Standard Form 1442 (SOLICITATION, OFFER, AND AWARD) as Amendment No. 0002. Failure to acknowledge all amendments may be cause for rejection of proposal.

W912BU-10-R-0012 00 110 00 – 3

D. VOLUME 1 - PROPOSAL FACTOR SUBMISSION REQUIREMENTS

1) Factor 1: Past Experience of Offeror's Team

The Offeror will demonstrate past experience by providing recent and relevant Job Order Contracts Experience. Design-Build Experience and/or Design-Bid-Build Experience.

Job Order Contracts Experience: The contractor will show that they have performed work under a Job Order Contract by either being a prime contractor or a subcontractor or shows that their prime subcontractors have worked on a Job Order Contract in the last 7 years.

Design-Build Experience: Design Architect/Engineer and the Contractor, as a team shall demonstrate at least one (1) but no more than three (3) examples of projects not less than 75% complete or physically completed within the last seven (7) years and shall be similar in scope, magnitude and complexity. If they have not completed projects as a team together previously, then they shall submit one (1) design/build project for the contractor and one (1) design/build project for the designer.

Design-Bid-Build Experience: The Architect/Engineer shall demonstrate not less than two (2) but no more than four (4) examples of past experience in design and the Contractor shall demonstrate not less than two (2) but no more than four (4) examples of past experience in construction.

All past projects in both categories shall be not less than 75% complete or physically completed within the last seven (7) years and shall be similar in scope, magnitude and complexity. Physical completion is defined as the date the facility was turned over to or occupied by the owner. Scope is defined as the multi-trade renovation of an existing facility and construction of a steel framed facility, up to 5,000 SF, including site work and all supporting utilities. The scope for this type of facility involves the management and coordination of all engineering disciplines. Magnitude is defined as the construction of a facility up to $750,000.00 and renovation of a facility up to $2.5M in a singular building. Complexity is defined as the use of a multi- disciplined engineering team in design and construction. Projects of a similar nature may include but are not limited to the following: maintenance facilities, administrative facilities, schools, fire stations, dormitories, etc. (including Federal, State, local government or privately funded projects). Past experience may include information regarding predecessor companies, company’s key personnel, and/or primary subcontractors that will perform major critical aspects of the project or any project where the principal Offeror was a primary subcontractor (> 35% of total). Any firm acting as a significant subcontractor may submit projects for past experience if they performed work on major critical aspects of the project and their portion of the work is not less than 75% complete. Information shall be provided on the form, Project Experience Information Sheet that includes the following:

a. Company/firm name.

b. Project name.

W912BU-10-R-0012 00 110 00 – 4

c. Project location.

d. Project size (square footage and number of units).

e. Project relevance (i.e. maintenance facilities, garages, etc.).

f. Type of contract (design-build or design-bid-build).

g. Role (i.e. prime, joint venture, sub contractor) and work company/firm self-performed on project.

h. Project award amount and completion amount.

i. Project original contract duration and completion date and project final contract duration and completion date.

j. Client/agency (if Government give contract number and name of Contracting Officer) and point of contact, phone number, and address for information on the role the Offeror had in the project.

k. Designer of record.

l. Construction contractor and subcontractor(s).

2) Factor 2 - Past Performance of Offeror's Team

Offerors are required to provide a Past Performance questionnaire to their previous Client(s) for their past Client’s input on their firm’s and/or that of any past Team Association or sub-contractors Past Performance. For those projects submitted under Factor 1, Offerors shall submit Past Performance questionnaires for every project submitted for Past Performance Review. Projects must be recent (project constructed within the past seven (7) years), relevant project similar in scope. The submitted projects shall have at least a “satisfactory” performance rating. Submission of correspondence from project owners will suffice if performance evaluation forms are not available. For government agency projects, the offeror shall submit that agency’s performance evaluation forms. The Government may contact the individuals identified by the offeror to confirm performance capabilities. The offeror must take whatever steps are necessary to ensure that the named individuals can be reached at the number indicated for a reference. The Government may use other information that is readily available to determine an Offeror’s past performance, such as the USACE Construction Contractor or Architect-Engineers Appraisal Support System (CCASS/ACASS). The requirement to submit information pertaining to this evaluation factor is a separate requirement from the submission of the pre-award survey information with the cost proposal.

Offeror’s Past Performance Evaluation. At the end of this section is included a sample Past Performance Evaluation Questionnaire. The offeror shall identify the in-progress or completed projects to be used for reference and evaluation purposes. Provide a questionnaire to the Point of Contact for each project listed for completion. It is the Contractor’s responsibility to ensure that the reference documentation is provided. The Government WILL NOT make additional requests for past performance information or references. Completed projects from which questionnaires are received shall have been completed within five years of the date of the solicitation. In the event a Final Revised Proposal is requested, and the Offeror wishes to submit different examples from what was submitted in the original proposal, the offeror will be responsible to provide the past performance and evaluation information to the Government.

W912BU-10-R-0012 00 110 00 - 5

NOTE: Should an offeror have no record of past performance, a neutral rating will be assigned. Should an offeror intentionally not submit past performance information, this will adversely impact their past performance rating.

3) Factor 3 - Qualifications of the Offeror's Team (Project Key Personnel)

i) The Offeror shall identify in the construction portion of the team the areas and percent of construction they intend to self perform and the areas and percent of construction they intend to subcontract along with the names of the subcontractors.

ii) The offeror shall provide an organization chart showing key personnel for the Offeror's Design-Build Team. At a minimum, the organizational chart shall identify the key personnel, the contractor and/or subcontractor entities, their responsibilities, structure and lines of authority. The following minimum key personnel shall be identified by Contractor’s Project Manager, Design Team Leader/Design Quality Control Manager, Construction Quality Control Manager, and a Superintendent/Subcontractor Manager/Safety Manager. The Offeror shall develop a chart specific to their organization. The minimum staffing shall be as described, which indicates that it may be one individual. However, the minimum requirements for education, experience and certification must be met for all areas being covered by that individual. Additionally, the contractor must be able to effectively manage the anticipated workload.

iii) Provide individual resumes of Key Personnel in a Resume Format. The following information shall be provided:

a. Name.

b. Management title on this project.

c. Number of years with firm and other firms.

d. Number of years in this management title or role.

e. Specialization.

f. Professional registration.

g. Specific experience and qualifications relevant to this project.

Contractor's Project Manager: (Overall Manager of the Project)

- The Overall Project Manager shall have a minimum of five (5) years of project management experience in design and/or construction on projects of comparable complexity, scope and cost.

Design Team Leader:

-The Design Team leader must be a must be a registered professional engineer or architect with a least five (5) years of design lead experience.

Design Team:

Resumes of the Design Team Leaders in each discipline shall also be required.

W912BU-10-R-0012 00 110 00 - 6

The Offeror shall submit this information regarding their design team by providing all the information requested on STD forms SF 254 and SF 255 or SF330 and the information listed below. The proposed design team shall, as a minimum, be comprised of the following disciplines: Architect, Civil Engineer, Structural Engineer, Mechanical Engineer, Electrical Engineer, Fire Protection, Geotechnical Engineer and certified LEED AP (accredited profession). At least one person in a lead role of each discipline must be registered to practice in their professional field of engineering in the United States or its possessions (52.236- 0025). Any substitutions in key personnel after award shall require Contracting Officer approval.

(1) Full name

(2) Years of construction and/or design experience

(3) Professional backgrounds

(4) Professional and/or contractor’s licenses

(5) Length of service with your organization

(6) Other companies employed by in the past including time frames

(7) Project related experience including time frames and brief project descriptions, including any design-build experience

Design Quality Control Manager: (Principal in Charge of Design Quality Issues and Coordination of Design Quality Control)

- The Design Quality Control Representative shall meet the following requirements:

(a) Hold a current state Professional Engineer's license in engineering or architecture and a minimum of five (5) years experience in design or design coordination.

NOTE: An Independent Technical Review shall be performed as follows: all design submissions shall be reviewed by a qualified person or team, not affiliated with the development of a project/product, for the purpose of confirming the proper application of clearly established criteria in the RFP, regulations, laws, codes, principles and professional procedures. It includes the verification of assumptions, methods, and level of complexity of the analysis. It also verifies the alternatives evaluated appropriateness of data used, reasonableness of the results and functionality of the product relative to the customer’s requirements. The ITR Team’s qualifications will not be requested in this submission.

Construction Quality Control Manager: (Principal in Charge of Construction Quality Issues and Coordination of Construction Quality Control)

- The Construction Quality Control Manager shall meet one of the following requirements:

a) Have a Bachelors of Science in engineering or architecture, or a

W912BU-10-R-0012 00 110 00 - 7

construction management college and a minimum of five (5) years experience in construction; or

b) Shall have a minimum of five (5) years of construction experience at a minimum level of a project superintendent.

Site Superintendent: (Overall Field Manager Responsible for Construction)

-The On-Site Construction Superintendent shall have a minimum of five (5) years construction experience on projects of comparable complexity, scope and cost.

Contractor's Subcontract Manager:

-Shall have a minimum of five (5) years construction experience on projects of comparable complexity, scope and cost.

Safety Manager: (Principal in Charge of Enforcing Safety Codes)

- The Safety Manager shall meet the following requirements:

(1) A minimum of five (5) years experience with construction safety as a major duty with at least three (3) years of experience on projects of similar complexity and scope.

(2) Must have completed an average of at least 24 hours of formal safety training each year for the past 3 years with training for competent person status.

(3) Familiarity with the Corps of Engineers Safety Manual (EM 385-1-1), and any applicable Federal, State, or Local safety requirements.

4) Factor 4: Sample Task Order

Technical Approach Narratives:

The Offeror shall provide a cover sheet with the following:

“Factor: 4 Vol. 1 TAB D Sample Task Order

Name of Firm List of persons preparing this section and their firm’s name”

The contractor shall prepare a detailed proposal based on the information contained in the sample scope of work attached (Attachment D). The sample scope of work is intentionally general in nature and contains all of the information that will be provided. The offeror shall propose items which, based on their

W912BU-10-R-0012 00 110 00 - 8

knowledge and experience, provide the optimum balance among functionality, quality and cost efficiency. The detailed proposal shall include:

(1) A breakdown of line items used from the Price Book referenced in the solicitation along with the quantities of each line item necessary to complete the requirement.

(2) A short narrative supporting the reasoning and/or benefits of the selected items.

(3) An explanation and breakdown of costs for any nonprepriced item included in the sample proposal.

(4) The number of days required to complete the work.

(5) Any narrative or other information the offeror may wish to provide.

E. VOLUME II – PRICE PROPOSAL

1. Submit this information in separate envelope labeled "Volume II - Price Proposal." For format see the Pricing Schedule.

2. Criteria for this evaluation factor includes the submissions of coefficients as listed in Section 00010. The Technical Evaluation Committee does not evaluate this volume; the Price Committee reviews it. Additionally, submit other pertinent financial documentation, in this volume, as appropriate, consisting of the SF 1442, proposed bid schedule, Section 00600, and Preaward Survey.

3. Price cannot be evaluated by a percentage alone. Therefore, based on historical information on prior job order contracts the low price will be determined by the following:

Line Item 0001AA Normal working hours

Proposed Coefficient X $6,000,000.00 for a total dollar value of line item 0001AA

Line Item 0002AB Other than normal working hours

Proposed Coefficient X $700,000.00 for a total dollar value of line item 0002AB

Line Item 0003AC Overhead and profit rate for all non-prepriced items

Proposed Coefficient X $350,000.00 for a total dollar value of line item 0003AC

4. All three line items will be added to determine the low offer.

W912BU-10-R-0012 00 110 00 - 9

5. The Price Schedule is in the form of a coefficient. Each offeror must submit a coefficient in order to be considered for award. The coefficient shall not extend beyond four (4) decimal places (e.g., 1.0012). The Offeror’s coefficient shall contain all costs other than the prepriced unit prices, as no allowance will be made after award. Offerors must specify in their proposals the breakdown and what types of costs are included in their coefficient formula. The Government anticipates approximate 85% of the work to occur during normal working hours, approximately 10% of the work to occur during other than normal working hours, and 5% of the work to occur from all non-prepriced items. The offeror’s coefficient shall include, but not be limited to, the following:

- Coefficient to incorporate both Burlington and Ocean Counties

- Contractor’s overhead and profit

- Subcontractor’s overhead and profit

- Insurance

- All costs associated with bonding (specifically including bond premiums)

- Employee payroll taxes, insurance and fringe benefits

- Business taxes, contributions, memberships, corporate headquarters support

- All waste and excess material

- Sales tax on material and equipment costs

- Mobilization and closeout for the total contract and each task order

- Clean up

- Compliance with environmental laws and the costs associated with performing work in compliance with EPA/OSHA regulations, including obtaining any necessary licenses and permits, reporting requirements, etc.

- Compliance with protection and safety laws

- Traffic and work site signs and barriers if applicable

- Project Management and supervision

- Protection of and/or moving of government property

- Quality Control -Office management and equipment

- Depreciation of mobile office(s)

- Interest associated with funding of equipment and payroll

- Submittal preparation

- Form preparation (e.g., payroll; pay estimate)

- As built drawings

- Permits, licenses and fees

- Other risks of doing business (i.e., risk of a lower than expected contract dollar value;

risk of poor subcontractor performance and reperformance)

- Overtime which is estimated not to exceed 10% of the total work.

6. Davis Bacon wage determination will be updated as options are exercised. The coefficient will be adjusted upon exercise of each option pursuant EFARS 51.217-9000 “Economic Price Adjustment (Job Order Contracts)”.

W912BU-10-R-0012 00 110 00 - 10

F. EVALUATION CRITERIA

1. SOURCE SELECTION EVALUATION BOARD

1.1. Separate Committees (Technical Evaluation Committee (TEC) and Price Evaluation Committee (PEC) have been established to evaluate the technical and price proposals.

These committees will act independently and will report to the Source Selection Board (SSEB). These committees determine the overall ratings for each proposal. The SSEB, TEC and PEC shall strictly adhere to the evaluation procedures contained in this plan.

The evaluation will be based on the content of the proposal and any subsequent discussions required, as well as information obtained from other sources, e.g. past performance information. The Committees will not consider any information incorporated by reference.

1.2. EVALUATION

1.2.1. The TEC and PEC will evaluate the proposals and assign a consensus rating for each evaluation factor.

1.2.2. A “Competitive Range” is a subjective determination of the most highly rated proposals in the event that discussions with Offerors are required or considered to be in the Government’s best interests. In such an event, the Contracting Officer will establish a competitive range of all the most highly rated proposals.

1.2.3. If discussions are held, the Government may engage in a broad give and take with each Offeror in the competitive range, in accordance with FAR 15.306 (d). The Government will provide the Offeror an advance agenda for the discussions. During discussions, the Government may ask the Offeror to further explain its proposal and to answer questions about it.

1.2.4. Upon conclusion of discussions, those Offerors still considered the most highly rated, will be afforded an opportunity to submit their proposal revisions for final evaluation and selection.

1.3. DEFINITIONS

1.3.1. Deficiency

A material failure of a proposal to meet a Government requirement, where correction of this error is not possible without major revisions to the proposal, or a combination of significant weaknesses in a proposal that increases the risk of unsuccessful contract

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performance to an unacceptable level or when a failure to meet the RFP requirements is a life/safety issue.

1.3.2. Weakness

A flaw in the proposal that increases the risk of unsuccessful contract performance but is easily correctable. Successful contract performance is defined by customer satisfaction.

1.3.3. Significant Weakness

As flaw in the proposal that appreciably increases the risk of unsuccessful contract performance. Successful contract performance is defined by customer satisfaction.

1.3.4 Strength

An aspect of a proposal that appreciably decreases the risk of unsuccessful contract performance or that represents a significant benefit to the Government. A strength can only exist in area of the proposal that not covered by prescriptive RFP requirements.

Anything above a prescriptive RFP requirement will be considered a betterment.

1.3.5 Uncertainty

Any aspect of the proposal for which the intent of the Offeror is unclear because there may be more than one way to interpret the offer or because inconsistencies in the offer indicate that there may be an error, omission, or mistake.

1.3.6. Deviation

Proposal implies or specifically offers a deviation below the specified criteria. The Offeror may or may not have called the deviation to the Government’s attention. A deviation is a deficiency. The proposal must conform to the solicitation requirements for award.

1.4. RATING SYSTEM -

1.4.1. General: The Government will review the proposals and rate the quality of each evaluation factor. The TEC and PEC will rate each proposal against the specified evaluation criteria in the Solicitation requirements. They will not compare proposals.

1.4.2. Review Write-up: The Government will support each rating with a narrative, separately listing all strengths, weaknesses, deficiencies, and required clarifications.

1.4.3. Rating System: After listing proposal strengths, weaknesses and deficiencies, the TEC and PEC will assign an adjective rating of “Excellent, Good, Satisfactory, Marginal, or Unsatisfactory”, to each, which reflect the Government's confidence in each Offeror's ability, as demonstrated in its proposal, to perform the requirements stated in the RFP. The adjectival ratings shall be assigned, using the following criteria, which incorporate a proposal risk assessment:

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(i) Excellent: proposal demonstrates excellent understanding of the requirements and approach that significantly exceeds performance or capability standards. Has exceptional strengths that will significantly benefit the government. The proposal contains no significant weaknesses or deficiencies and presents very low risk that it will not be successful.

(ii) Good: Proposal demonstrates a good understanding of requirements and approach that exceeds performance or capability standards. Has one or more strengths that will benefit the government. Has no deficiencies and is an acceptable solution. Any weakness notes in the proposal are minor and should not seriously affect the Offeror’s performance and presents how low risk that it will not be successful.

(iii) Satisfactory: Proposal demonstrates acceptable understanding of the requirements and approach that meets performance or capability standards. The approach may include both strengths and weaknesses of substance, where strengths are not outweighed by weakness. Collectively, strengths and weaknesses are likely to result in acceptable performance. Has no deficiencies and is an acceptable solution. The risk or unsuccessful performance is low to moderate, as the proposal solutions are generally feasible and practical.

(iv) Marginal: Proposal demonstrates shallow understanding of requirements and approach that only marginally meets performance or capability standards necessary for minimal, but acceptable contract performance. The proposal demonstrates an approach which may not be capable of meeting all requirements and objectives. The Offeror may satisfactorily complete the proposed tasks, but there is a high risk that it will not be successful. The approach has weaknesses of substance and strengths, which if they exist, are outweighed by the weaknesses.

Has no deficiencies. Collectively, the strengths, if any, and weaknesses are not likely to result in satisfactory performance. The risk of unsuccessful performance is high as the proposal may contain solutions which may not be feasible and practical.

(v) Unsatisfactory: Proposal fails to meet performance capability standards and contains deficiencies. Requirements can only be met with major changes to the proposal. The risk or unsuccessful performance is very high as the proposal contains solutions which are not feasible and practical and/or do not meet the solicitation requirement.

G. RATING GUIDELINES.

Factor 1: Past Relevant Experience of Offeror’s Team:

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The Government will not award to an offeror that receives an unsatisfactory in this factor.

The factor will be considered unsatisfactory when:

• No projects submitted are similar or meet scope, magnitude, and complexity requirements.

• Minimum number of fact sheets indicated are not submitted.

Factor 2: Past Performance of Offeror’s Team:

The Government will not award to an offeror that receives an unsatisfactory rating in this factor when:

• One (1) project receives an unsatisfactory rating. If any past performance information indicates unacceptable performance, the factor will be considered unsatisfactory.

Factor 3: Qualifications of the Offeror’s Team:

factor. The factor will be considered unsatisfactory when:

• The organizational chart fails to show the key personnel by name, responsibilities, structure and lines of authority.

OR

• The minimum qualifications are not met for Superintendent/Subcontract Manager or the Construction Quality Control Manager

OR

• The minimum qualifications are not met for the following personnel: Project Manager, Safety Manager.

Factor 4: Pricing of Sample Task Order The Government will not award to an offeror that receives an unsatisfactory in this factor.

The factor will be considered unsatisfactory when:

• It is determined that the contractor does not understand the disciplines needed to complete the task.

OR

The amount of hours and quantity shows that the contractor does not have a clear understanding of the scope of work.

Factor 5: Proposed Price Schedule factor. The factor will be considered unsatisfactory if:

No schedule is submitted

Excessively exceeds the coefficients in the Independent Government Estimate

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H. AWARD OF CONTRACT

1. The Government will award an indefinite delivery job order contract to the responsible Offeror whose proposal represents the lowest price and which has no “Unsatisfactory” ratings in any factors.

2. The basis of award will be the Government’s assessment as to which proposal receives an acceptable rating and is the lowest price. Overall technical merit will be assessed by a consideration of the evaluation factors. Price will be evaluated for fairness and reasonableness.

3. Offerors have been reminded to include their best technical and price terms 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 an acceptable proposal without discussions, if deemed to be in the best interests of the Government.

I. BASIS OF AWARD

The Contracting Officer will award an indefinite delivery job order contract to that responsible Offeror whose proposal results in the selection of a technically acceptable proposal with the lowest evaluated price. Offerors are reminded that the Contract award shall not exceed the target amount described in this RFP for this project.

The intent of this solicitation is to obtain the best proposal within the target amount.

There is no obligation to approach or match the target amount in the offer. After the Government individually evaluates and rates each proposal, the Source Selection Authority will make award to the offeror who has the lowest price technically acceptable proposal.

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–Attachment D-

SAMPLE TASK ORDER

SCOPE OF WORK

TEST BUILDING 8810 FORT DIX N.J.

1.0. SUMMARY: If there is a difference between the drawings and written scope of work, use the measurements in the written scope.

1.1. The Contractor shall construct a building. The building

will be concrete block with brick veneer, 36 feet wide and 116 feet long. The building will have a vestibule 10 feet wide and 12 feet long with double doors at the center of the building facing Doughboy Loop. The roof will be wood truss system with multi layered shingles.

1.2. The Contractor shall provide a complete set of drawings

to include footings, foundation, floor, structure, roof, electrical, HVAC. The drawings will be paper and a CD. All engineering drawings will be raised seal and signed by a PE.

2.0. SITE WORK

2.1.LANDSCAPING

2.1.1. Restore damage to grounds and plantings caused by

contractor’s personnel or equipment.

2.1.2. Dumpsters and waste containers shall be kept ten

(10) feet away from building.

2.1.3. The contractor shall remove all contract-generated

debris from the construction site and dispose of the debris off site at an approved landfill. Disposal shall be in accordance with Local, State and Federal laws and regulations.

2.1.4. It is the responsibility of the contractor to

locate and mark all underground utilities before excavation.

2.2. EXCAVATION:

2.2.1. The contractor will layout and excavate for the

footings and foundation of a building 36 feet wide x 116 feet long, with a vestibule that is 10 feet wide and 12 feet long, at the center of the building, facing Doughboy Loop. The excavation will be a minimum of 32 inches below grade, for a footing 16 inches wide, 1 foot thick. The finish floor elevation will be eight inches above grade.

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2.2.2. Support the block foundations, back fill and

compact the fill for a concrete floor.

2.2.3. The contractor will excavate trenches for the gas

supply, water supply, sewer and electrical and communication lines or conduit. After each line is installed the trench will be back filled, using six inch lifts, tamped in between. The appropriate marking tape will be installed half way between the line and the surface.

2.2.3.1. The water supply runs along the rear fire line, forty (40) feet from the Mechanical Room.

2.2.3.2. The sewer line runs along Doughboy Loop, sixty

(60) feet from the Mechanical Room.

2.2.3.3. The gas line runs along Doughboy Loop, fifty

(50) feet from the Mechanical Room.

2.2.3.4. The electrical conduit runs from the power pole

on Doughboy loop sixty (60) feet to the Mechanical Room.

2.2.3.5. The communication conduit runs from the DOIM

closet of building 5616 forty (40) feet to the DIOM closet of building 5616.

2.2.4. The contractor will excavate for sidewalks. The

sidewalks will be graded to meet the entrance pads and not exceed ADA standards. Sidewalks will be four feet wide and three inches thick.

2.2.4.1. The sidewalk will be from the front doors, 12

feet, and then run perpendicular 64 feet to the drop off lane.

2.2.4.2. One sidewalk 20 feet from the side door to the

drop off area.

2.2.4.3. One sidewalk 29 feet from the side door to the

fire lane.

2.2.4.4. One drop off area, 37 feet long x 13 feet wide, 34 LF from Doughboy loop.

2.2.4.5. One equipment pad, 10 feet x 10 feet behind

Office 1.

2.2.4.6. Entrance pad, 10 feet x 10 feet at the front

entrance.

2.2.4.7. Two (2) entrance pads, one each at the side

doors, six feet x six feet.

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2.2.5. FINAL GRADING: The area to be graded and seeded is

200 feet long, 75 feet wide. This area includes the building.

2.2.5.1. After completion of construction the area around

the building will be graded and raked level and cover with top soil.

2.2.5.2. The final grade will be covered with grass seed, a hydro seed type product.

3.0. CONCRETE

3.1. FOOTING

3.1.1. Install forms in the excavation in paragraph

2.2.1. The forms will be for a concrete footing, 12 inches thick and 16 inches wide.

3.1.2. Place a footing, 12 inches thick, 16 inches wide.

The footings will be 4000 PSI concrete with reinforcing bars.

3.2. FLOOR

3.2.1. Place a six inch concrete floor on the foundation

erected in paragraph 4.1. The floor will be 4000 PSI, reinforced with 4 inch x 4 inch welded wire. The floor will be screed and trowel finished. The floor will be eight inches above grade.

3.3. STEPS and SIDEWALKS: Pads and sidewalks will be boomed

finished; the sloop will not exceed ADA requirements.

3.3.1. Form and place 3000 PSI sidewalks and drop off

area six inches thick, 4000 PSI excavated in paragraph 2.2.4.1.

thru 2.2.4.4.

3.3.2. Form and place (1) 3000 PSI pad, 10 feet wide and

10 feet long behind office 1.

3.3.3. Form and place 3000 PSI pads excavated in

paragraphs 2.2.4.6. and 2.2.4.7.

4.0. MASONRY

4.1. FOUNDATION

4.1.1. Install a concrete block foundation on the

footings installed in paragraph 3.1.1 and 3.1.2. The foundation will have a ledge for the brick veneer.

4.1.2. Construct block walls to form a building 36 feet

wide x 116 feet long x 10 feet high. The walls will have headers

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for the two (2) 5-0 x 7-0 double doors, three (3) 3-0 x 7-0 single door and for nineteen (19) windows.

4.1.3. Construct a vestibule in the center of the

building, facing Doughboy Loop. The vestibule will be 10 feet wide and 12 feet long (from the building). The vestibule will have a header for one (1) 5-0 x 7-0 double door.

4.1.3. Install a brick veneer tied to the block walls

constructed in paragraphs 4.1.2. and 4.1.3. The brick will match the existing brick in the area for color, size and style. The veneer will start approximately eight inches above grade and rest on a ledge of the foundation.

5.0. METALS:

5.1. EXTERIOR:

5.1.1. Install a continuous ridge ventilation system.

Manufactured ridge vents shall be self-flashing, pre-finished of dark bronze, and complete with end caps, connectors, integral filter material, and integral wind guard. Ridge vent shall provide 18 square inches of net free ventilation per linear foot.

Installation shall be according to the manufacturer’s recommendations and specifications.

5.2.1. Install a 5” commercial type, .032” thick, dark

bronze enameled aluminum gutter along the edges of roofs. All seams of gutters shall be sealed and complete with all required hardware, (cleats, spikes, hangers, end caps, and fasteners.)

Gutters shall terminate at least ½ inch away from vertical surfaces. Supporting cleats shall be anchored to the structure at spacing not exceeding 16” on center. Gutters shall be installed with high points at ends or equidistant from down spouts and shall have a slope of not less than 1/16” per foot.

5.3.2. Install a drop-in, or snap-on type gutter screens

for leaf protection to the new 5” commercial gutters. Screens shall be of expanded rigid aluminum mesh complete with a mill finish and reinforced edge that fits directly to gutters lip.

5.3.3. Install a 3” x 4” rectangular dark bronze

enameled,.024” thick, aluminum down spouts. Down spouts shall be complete with all required accessories, clips, anchors, straps, and fasteners. Down spouts shall be set plumb and not less than 1 inch from the wall. Leaders shall connect gutters on overhanging eaves to down spouts. Leaders shall be set with a slope not less than 1/16” per foot or more than 30 degrees below the horizontal line. Leaders shall fit over the outlet in the gutter bottom and shall fit into, and riveted to the downspout. Rivet spacing shall not be more than 2 inches. Joints between length of down spouts shall be made by telescoping the end of the upper lengths at

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least ¾” into the lower lengths. Down spouts terminating at splash blocks or pans shall be provided with stock elbow type fittings. Down spout hangers shall be provided adjacent to the joint at the top of each section of down spout, except that the bottom section shall have additional strap adjacent to the bottom joint when splash blocks or pans are required. Hangers shall be 1/16” x 1” flat stock of the same material as the downspout.

5.3.4. Install dark bronze aluminum material over the

cornice.

5.3.5. Install continuous vented aluminum soffit material

on the soffits.

6.0. WOOD AND PLASTIC

6.1. ROOF:

6.1.1. Install wood truss system, 5 in 12 pitch. The

truss system will be designed to span the building, without any bearing partitions in the building. Both ends of the building will have a hip roof style truss. The contractor will provide shop drawings and calculations for approval. The drawings will be raised seal and signed by a PE.

6.1.2. The truss system will be firmly attached to a 2 x

10 firmly attached to the walls and the truss attached to the 2 x 20.

6.1.3. The roof will be decked with CDX 5/8 tongue and

groove plywood, CDX. Clips may be used in place of the T&G.

6.2. DOIM Room: Install one (1) four x eight sheet of ¾ inch

fire rated plywood to the wall common to the Mechanical Room.

6.3. BLOCKING:

6.3.3. Install blocking in the following partitions to

support sinks. Offices 1 and 2, Offices 2 and 3, office 3 and Provider, Conference Room and Office 4, Offices 4 and 5.

7.0. THERMAL AND MOISTURE PROTECTION

7.1 INSULATION

7.1.1. Install 3 ½ inch fiberglass insulation between the

metal stud furring strips installed in paragraph 9.1.1 on the walls of the outside of the building. The insulation will have a vapor barrier to the inside of the building.

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7.1.2. Install 3 ½ inch fiberglass insulation between the

metal studs for all the interior walls. This insulation does not require a vapor barrier.

7.1.3. Install 6 inch fiberglass insulation above the

drop ceilings and the gypsum ceilings. The insulation will have a vapor barrier installed to the heated side of the room. The insulation will be above the sprinkler pipes.

7.1.4. All ductwork shall be insulated with rigid board

insulation, one & one-half inches (1 ½”) thick with foil back vapor barrier. The insulation shall be secured to the duct work by metal fasteners and adhesive. All seams shall be taped with aluminum tape, which has been properly adhered to the surfaces.

7.1.5. All hot water lines will be covered with one and a

half inch fiberglass insulation. All joints taped and coated, elbows mitered.

7.2. SHINGLES: Shingles shall have self-sealing strips, be

Premium laminated multi layered shingles 300 to 385 lb and four

(4) bundles a square. Shingle shall meet a wind velocity rating of –60 mph plus or minus 15% in accordance with ASTM D 3161.

Organic shingles shall comply with ASTM D225, TYPE I and ASTM E 108, and conforming to UL 55B and UL 997, Fire rating of Class A.

Before any shingles are applied provide and install a double layer of 15# asphalt saturated underlayment over the new substrate. In areas subjected to ice damning, (eaves, rakes, valleys, and along the ridge) provide and install an adhered modified bitumen membrane underlayment. (Winter-guard or equal.)

Waterproofing membrane shall be 18 inches wide.

7.2.1. Install shingles and Winter-guard on the roof deck

of the building. Shingles will be selected from samples provided by the contractor.

8.0. DOORS AND WINDOWS: All locks and cylinders will have a

removable "BEST" core and be keyed per the customer's requirements.

8.1. DOORS and JAMBS: All jambs shall be 16 gage metal.

Exterior jambs will be welded. All exterior doors will be 3-0 x 7-0 solid metal, with a core for exterior use. The doors will have three (3) 4 1/2 x 4 1/2 inch ball bearing hinges, full mortise, High Frequency, stainless steel finish. The exterior door hinges will be non-removable type. Interior doors will be solid core birch veneer clean coated 3-0 x 7-0. All latching devices will be Series 4000, grade 1, stainless steel finish.

All doors will have a surface mounted heavy duty closer, stainless steel finish. All doors will have a stainless steel kick plate.

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8.1.1. Install twenty three (23) 3-0 x 7-0 jambs and

solid core birch veneer doors from the corridor into the Offices, Exam Rooms, Janitor Closet and Male, Female and Staff Latrines.

From the Provider to Exam Room, Admin to the Records room. The doors to the latrines will have a passage sets, the doors into Offices, Exam Rooms, and Janitor’s Closet will have heavy duty 2 ¾ lockets with a lever and return to the door and removable core.

All doors will have a closer and a door stop.

8.1.2. Install two (2) 3-0 x 7-0 jambs and metal doors, at the side entrance doors. Each door will have a panic bar with a locking leaver handle on the exterior, a closer and threshold.

The doors will have a 3’ x 30 inch window.

8.1.3. Install one (1) 5-0 x 7-0 double jamb and two

vented 2-6 x 7-0 metal doors into the Mechanical Room. One door will have a closer, 2 ¾ inch backset key and knob lock with a leaver handle and a door stop. The second door a head and foot bolt and door stop. The doors will swing out of the Mechanical Room.

8.1.4. Install one metal (1) 3-0 x 7-0 door jamb and

solid metal door into the DOIM closet. The door will have a 2 ¾ inch heavy duty key and knob with a return to the door and a removable core. The door will have a closer and a threshold.

8.1.5. Install one (1) 5-0 x 7-0 double jamb and two 2-6

x 7-0 metal doors into the vestibule. Both doors will have Panic devices with rods, with a leaver handle with a removable core and 3” x 30” window.

8.1.6. Install one (1) 5-0 x 7-0 double jamb and two 2-6

x 7-0 birch veneer from the vestibule to the Waiting Area. Both doors will have Panic devices with rods, with a leaver handle with a removable core and 3” x 30” window.

8.2. WINDOWS: Window will be counter balance to remain in

place during operation and both sash tilt in for cleaning. Sill will have a wall thickness of 0.078”. The jambs, heads, millions, stiles and rails main wall thickness of 0.062”. Glazing of 7/8” thick insulation glass of two sheets of 3/32” clear annealed glass.

8.2.1. Install nineteen (19) bronze colored, aluminum

framed 3 foot wide, 5 foot high, thermo pane glass and double hung windows with full screens.

8.2.1.1. Front: One window in the Mechanical Room, Office

6, 7, Admin, Waiting, Office 8, 9 and 10.

8.2.1.2. Side: One window in Office 5 and 11.

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8.2.1.3. Rear: One window in Office 1, 2, 3, Provider and

Exam, Break Room, Conference Room, Office 4 and 5.

8.2.1.4. Admin/Reception: Install one (1) slider

reception window in the rough opening of paragraph 9.1.4.4. The window will be locked from the Admin side.

9.0. FINISHES

9.1. PARTITIONS: All studs are to be 16 inches on center, 16

gage. All corridors when finished will be 5’ wide.

9.1.1. Install 3 ½ inch metal studs for furring strips on

the block walls installed in paragraph 4.1.2. and 4.1.3.

9.1.2. Corridor: The finished corridor will be 5 feet

wide.

9.1.2.1. FRONT PARTITION: Install one (1) 3 ½ inch

metal studs partitions 114 feet long 14 feet from the front wall.

The partition will have rough openings for eight 3-0 x 7-0 doors.

The partition will have a six foot opening 54 feet from the side wall with the DOIM Room.

9.1.2.1.1. The rough openings for Offices 6 and 7

will be near their common partition. The rough opening for Records will be near the partition common to Office 7. The rough openings for Admin and Office 8 will be near the partitions for the waiting room. The rough opening for Offices 9 and 10 will be near their common partition. The rough opening for Office 11 will be near the side wall.

9.1.2.2. Install one (1) 3 ½ inch metal studs

partitions 114 feet long 14 feet from the rear wall. The partition will have rough openings for thirteen 3-0 x 7-0 doors.

The partition will have an alcove in from the Janitor’s closet for an ADA water fountain.

9.1.2.2.1. The rough opening for Office one will

be near the partition of Office 2. The rough opening for Office 2, 3 near their common partition. The rough opening for Provider will be near the partition common to Office 3. The rough openings for the Exam Room and Female Latrine will be near their common partition. The rough openings for the Janitor’s Closet and Male Latrine will be near their common partition. The rough openings for the Staff Latrine and Break Room will be near their common partition. The rough opening for the Conference Room will be near the partition common to Office 4. The rough openings for Office 4 and Office 5 will be near their common partition.

9.1.3. Mechanical Room/DOIM Closet: Install six inch

metal studs to fabricate a ceiling.

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9.1.3.1. Mechanical Room: Install one (1) partition

from the partition installed in paragraph 9.1.2.1. to the outside front wall. The partition will be 15 feet from the side wall.

9.1.3.2. DIOM Closet: Install one (1) partition five

long, from the partition installed in paragraph 9.1.2.1. the partition will be eight feet from the side wall. Install one (1) eight foot partition perpetual from that partition to the outside wall.

9.1.4. Front: Install eight (8) partitions 14 feet long

to form nine rooms.

9.1.4.1. Office 6: Install one partition nine feet

from the Mechanical Room to form Office 6.

9.1.4.2. Office 7: Install one partition nine feet

from Office 6 to form Office 7.

9.1.4.3. Records Room: Install one partition from

seven feet from Office 7 to form the Records Room. This partition will have rough opening for a 3-0 x 7-0 near the corridor.

9.1.4.4. Admin/Reception Room: Install one partition

nine feet from the Records Room to form the Admin/Reception Room.

This partition will have a rough opening for a three foot high, four foot long reception window three feet above the floor.

9.1.4.5. Lobby/Waiting Area: Install one partition

twenty four feet from the Admin/Reception Room to form the Lobby/Waiting area.

9.1.4.6. Office 8: Install one partition nine from

the Lobby/Waiting Area to form Office 8.

9.1.4.7. Office 9: Install one partition nine feet

from Office 8 to form Office 9.

9.1.4.8. Offices 10 and 11: Install one partition

nine feet from Office 9 to form Offices 10 and 11.

9.1.5. REAR:…