W911KB18R0040_AM_5.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

EIE390, School Age Facility, Eielson AFB AK

a. The proposal due date is not extended, and remains November 13, 2018 at 2:00 PM Alaska time.

b. See Summary of Changes for details of amendment.

c. Government POC: Yolanda M. Ikner, 907-753-2553.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 29-Oct-2018

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 W911KB18R0040

X 9B. DATED (SEE ITEM 11)

13-Jun-2018

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

29-Oct-2018

CODE

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

PO BOX 6898

JBER AK 99506-0898

W911KB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

Amendment #05 (AM#05)

29 Oct 2018

Summary of Changes

a. The following drawings are substituted for the superseded documents/sections:

C-101 PROJECT SITE LAYOUT

b. The following drawings are added:

NONE

c. The following revised documents/sections are substituted for the superseded documents/sections:

The identifier “AM #05” or the identifier “AM#5” appears before and after new and/or revised materials.

SECTION 00 21 00- Paragraph 1.9 Proposal Format (K)

SECTION 00 22 20-Paragraph 5.5.1.2 and paragraph 6.2.1.2

The identifier “AM #05” appears before and after new and/or revised materials, except as noted below.

Proposal Schedule – Replaced in its entirety to address asbestos and CERCLA contaminated soils.

Revisions were also made to base and option items for demolition of the existing facility, the play structure and outdoor activity area, and other revisions as required.

01 10 00, 2.5 – Added “Ceiling drops and floor outlets may be installed only where specifically permitted elsewhere in this RFP.”

01 10 00, 3.3.8.3.1 – Added vehicle types for POV parking and Service Drive/Parking

01 10 00, 3.3.8.3.3 – Clarified, “Service drive parking must accommodate service delivery truck and fire/emergency vehicles simultaneously.”

01 10 00, 3.3.8.5 – Revised safe gathering distance from 82’ to 75’ from the facility.

01 10 00, 3.3.8.6.1 – Revised paragraph to clarify that POV parking “may be plan west of the building or in such location as best accommodates the design.”

01 10 00, 3.4.2.10.7 - CMU exterior wainscoting is required for the exterior at foot traffic level.

01 10 00, 3.6.5.4 – Revised paragraph to allow mechanical cooling equipment to be located on an external concrete pad.

01 10 00, 3.7.7.3 – Revised maximum temperature limits for electrical room.

01 10 00, 3.7.8.7 – Revised paragraph to allow mechanical cooling equipment to be located on an external concrete pad.

01 10 00, 3.7.15 – Deleted paragraph requiring N+1 redundancy of mechanical equipment.

01 10 00, 3.7.17.5.2 – Deleted the requirement for kitchen hood heat recovery.

01 10 00, 3.7.21.4 – Revised paragraph to allow duct lining within VAV discharge plenums.

01 10 00, 3.8.1.3 – Added criteria to clarify lighting control.

01 10 00, 3.8.2.8 – Changed this paragraph to omit the requirement for separate generator ground.

01 10 00, 3.8.5.3 - Deleted paragraph requiring an addressable intelligent lighting control system.

01 10 00, 3.8.5.5 – Added reference to revised paragraph regarding networked lighting controls.

Networked lighting controls are not permissible.

01 10 00 3.9.11.2 - Removed paragraph. No overhead doors and no need for heat trace.

01 10 00 3.14 – Clarified GFGI versus CFCI.

APPENDICES - Appendix A Room Criteria Sheets (all): Furnishings Fixtures and Equipment (FF&E)

– Government Furnished Government Installed (GFGI) and Contractor Furnished Contractor Installed (CFCI) clarified for each specific equipment or furniture item.

APPENDICES - Appendix A Room Criteria Sheets: OPA001: The Multi-Purpose Sport Court, Outdoor Play Area requires a half-court basketball court (Junior High Standard) with one adjustable height basketball hoop.

APPENDICES - Appendix A Room Criteria Sheets: Room: Room 102 - Flooring requirement for Room 102 has been revised to LVT.

APPENDICES - Appendix A Room Criteria Sheets: Room #106: Contractor to provide built-in lockers (CFCI). Kitchen Appliances (Dishwasher, Garbage Disposal, and Refrigerator) are to be Contractor Furnished Contractor Installed (CFCI). Ceiling in Room 106 should be ACP like adjacent offices.

APPENDICES - Appendix A Room Criteria Sheets: Room 114 and Room 116: Boys and Girls dedicated sinks are desired. The Designers Code Analysis will identify the numbers of required water closets, urinals, and lavatories but the minimum will be: Girls - Five (5) water closets and three (3) lavatory sinks; Boys - Three (3) water closets, two (2) urinals, and three (3) vanity mounted lavatories sinks - all at youth elevations.

APPENDICES - Appendix A Room Criteria Sheets: Single use workroom restrooms 118A, 119A, 121A, 122A, 123A - Flooring requirement is changed from LVT to 5-Part Epoxy Mortar System

APPENDICES - Appendix A Room Criteria Sheets: Room 123 - Operable Partition requirement has been deleted

d. The following sections are added:

e. The following sections are deleted:

f. Other:

Include Site Visit sign in sheet.

ALL OTHER TERMS AND CONDITIONS SHALL REMAIN THE SAME

(End of Summary of Changes)

Section 00 22 20 Page 14

Section 00 22 20 W911KB-18-R-0040

EIE390

5.5.1 Submission Requirements:

5.5.1.1 Proposed Contract Duration: The offeror shall propose the contract duration where indicated in the

Proposal Schedule and in the narrative provided under this Tab. Proposed contract duration shall not exceed the maximum contract duration specified in FAR 52.211-10.

5.5.1.2 Summary Schedule: Submit a summary level schedule for integrated design and construction. Schedules or diagrams may be provided separately in a size that is easily read, but shall be bound and clearly labeled as Tab D.

This summary schedule will, after contract award, be replaced with a project schedule as required by Section 01 32

01.00 10: Project Schedule. The summary schedule shall be task oriented, indicating the number of calendar days, after notice to proceed, by which milestones are to be achieved. For proposal purposes, utilize a Notice to Proceed date of AM#5…04 April 2019 13March2019. …AM#5 This date is solely to assist in evaluation of offeror’s proposals and shall not be construed as a contractual NTP date. Offeror may use a critical path or other method of his choice; however, schedules shall be graphically represented. The proposed project schedule shall reflect the proposed contract duration. Give attention to the following features but limit narrative information to no more than three (3) pages total:

(1) Narrative:

(a) Provide the proposed contract duration.

(b) Provide a narrative, describing the design packaging plan for separate design packages, based on the Offeror’s plan for fast tracking. Describe all design and construction to be “fast-tracked” (See section 01

33 16.00 29: Design After Award). If long lead item equipment must be ordered prior to completion of a design phase, describe the requirement in the narrative and show the required ordering date in the schedule.

Complete the following matrix summarizing the proposed design package review schedule (not included in schedule narrative page limit).

1.

Submittal Package Name

(e.g. Site / Utilities) Stage (Interim, Final, Design Complete) Submittal

Date Review

Start Date Review

End Date Review Conference

Date (if applicable)

AM#5…Provide a narrative describing how contractor plans on coordinating design efforts with adjacent

EIE405 Utilidor project. …AM#5 Describe the coordination, accommodations, scheduling, and procedures that will be employed to avoid conflicts and facilitate construction interfaces where required.

AM#5…Describe impacts and risks to schedule if EIE405 does not provide utility connection points at a time most convenient for contractor and what measures will be taken to mitigate risks to schedule and project costs…AM#5.

(2) Summary Schedule:

(a) Show the design phase, including events associated with coordinating the interim and final design submittals for each package and the proper handling of the review comments for each design package (See

Section 00 22 20 Page 15 section 01 33 16.00 29). For each submittal package noted in 5.5.1.2(1)(b) above, show date submitted to

Government, Government review period and Review Conference on summary schedule.

(b) AM#5…Show anticipated/preferred periods for installation of permanent water, sewer, steam/condensate, and electrical utility line taps/connection points by EIE405. …AM#5

(c) Show the overall construction phase for the facility, for the site work, and for utilities. Show fast track starts for design packages but it isn’t necessary to show the detailed breakdown construction (e.g., by trades) of the facility, site work and utilities.

(d) Show commissioning activities.

(e) Show turnover of the facility. Identify any proposed phased turnovers. The time to complete the facility and turnover to the Government must consider the requirement for the Contractor’s CQC completion inspection and the subsequent joint Contractor-Government turnover inspections.

(f) Constraints: Offeror must demonstrate the capability and flexibility to plan and schedule the complete project to meet the proposed contract completion period. Clearly identify any constraints on the schedules presented (e.g., labor or material availability, permits, weather, etc.). Indicate the anticipated overall critical path on the schedule.

5.5.2 Evaluation Criteria:

5.5.2.1 Proposed Contract Duration: The offeror’s proposed contract duration will become the contractually binding completion period and will replace the duration stated in FAR 52.211-10 upon contract award. The

Government will evaluate the contract duration, as proposed by the offeror under this Tab and in the Proposal

Schedule, not to exceed the maximum allowed duration stated in FAR 52.211-10. In assessing the reasonableness of the proposed contract duration, the Government may take into account how well the proposed summary schedule supports the proposed duration, as well as use other information, such as but not limited to independent judgment concerning logic, constraints and typical construction durations. A proposed contract duration matching the maximum allowed contract duration is “acceptable.” A proposed contract duration shorter than the maximum allowed duration will receive additional rating consideration, provided it is realistic and deemed to be achievable.

The Government will consider an unreasonably condensed contract duration, which places additional cost or schedule risk on the Government or which may create a risk of contract or performance failure, as a significant weakness or a deficiency, depending upon the evaluators' judgment.

5.5.2.2 Summary Schedule: In addition to the proposed contract duration, the Government will evaluate the summary schedule for integrated design and construction. The length of the schedule must match the Offeror’s proposed contract duration. If it is shorter than the proposed contract duration, it offers no advantage to the

Government because it is non-binding, only representing a preliminary planned schedule. A schedule shorter than the proposed contract duration may indicate the Offeror is placing additional risk on the Government for any delays between the scheduled completion date and the required contract completion period. Therefore, the Government believes that there is no valid need to shorten the schedule less than the full proposed contract duration. The

Section 00 22 20 Page 15 section 01 33 16.00 29). For each submittal package noted in 5.5.1.2(1)(b) above, show date submitted to

Government, Government review period and Review Conference on summary schedule.

(b) AM#5…Show anticipated/preferred periods for installation of permanent water, sewer, steam/condensate, and electrical utility line taps/connection points by EIE405. …AM#5

(c) Show the overall construction phase for the facility, for the site work, and for utilities. Show fast track starts for design packages but it isn’t necessary to show the detailed breakdown construction (e.g., by trades) of the facility, site work and utilities.

(d) Show commissioning activities.

(e) Show turnover of the facility. Identify any proposed phased turnovers. The time to complete the facility and turnover to the Government must consider the requirement for the Contractor’s CQC completion inspection and the subsequent joint Contractor-Government turnover inspections.

(f) Constraints: Offeror must demonstrate the capability and flexibility to plan and schedule the complete project to meet the proposed contract completion period. Clearly identify any constraints on the schedules presented (e.g., labor or material availability, permits, weather, etc.). Indicate the anticipated overall critical path on the schedule.

5.5.2 Evaluation Criteria:

5.5.2.1 Proposed Contract Duration: The offeror’s proposed contract duration will become the contractually binding completion period and will replace the duration stated in FAR 52.211-10 upon contract award. The

Government will evaluate the contract duration, as proposed by the offeror under this Tab and in the Proposal

Schedule, not to exceed the maximum allowed duration stated in FAR 52.211-10. In assessing the reasonableness of the proposed contract duration, the Government may take into account how well the proposed summary schedule supports the proposed duration, as well as use other information, such as but not limited to independent judgment concerning logic, constraints and typical construction durations. A proposed contract duration matching the maximum allowed contract duration is “acceptable.” A proposed contract duration shorter than the maximum allowed duration will receive additional rating consideration, provided it is realistic and deemed to be achievable.

The Government will consider an unreasonably condensed contract duration, which places additional cost or schedule risk on the Government or which may create a risk of contract or performance failure, as a significant weakness or a deficiency, depending upon the evaluators' judgment.

5.5.2.2 Summary Schedule: In addition to the proposed contract duration, the Government will evaluate the summary schedule for integrated design and construction. The length of the schedule must match the Offeror’s proposed contract duration. If it is shorter than the proposed contract duration, it offers no advantage to the

Government because it is non-binding, only representing a preliminary planned schedule. A schedule shorter than the proposed contract duration may indicate the Offeror is placing additional risk on the Government for any delays between the scheduled completion date and the required contract completion period. Therefore, the Government believes that there is no valid need to shorten the schedule less than the full proposed contract duration. The

Section 00 22 20 Page 16

Government will evaluate the schedule to assess the strength of understanding of the project scope, restrictions which must be considered in the schedule e.g., permitting (see section 01 10 00), long lead items, etc. The Government will evaluate the strength of understanding of events associated with coordinating design submittals, reviews and incorporating review comments, the Offeror's capability to schedule the complete project within the proposed contract duration and the realism of the schedule. The Government will evaluate the design packaging plan for logic, reasonableness, how it facilitates meeting the proposed contract duration and how it facilitates the Government’s ability to timely perform its design reviews. The packaging plan should minimize risk to the Contractor and to the

Government for tear-out and coordination for reviews. For example, is the footing and foundation plan based on adequate design for building loads; etc.? A schedule that offers advantage(s) to the Government over one that merely indicates an adequate understanding of the scope, restrictions, major milestones and general understanding of the various events that can affect start and completion of construction will receive additional consideration.

6.1 VOLUME 2 - PRICE & PRO FORMA INFORMATION

6.2 VOLUME 2 – TAB A – FACTOR 2 – PRICE (STANDARED FORM 1442 AND CONTRACT LINE

ITEM SCHEDULE)

6.2.1 Submission Requirements:

Submit the properly filled out and executed SF 1442, along with the CLIN Schedule, containing proposed line item and total pricing, as well as the proposed contract duration. See instructions in Section 00 21 00, “Instructions to

Offerors.”

6.2.1.2 AM#5…HUBZONE CONTRACTORS: This RFP includes Contract Clause 52.219-4 regarding a 10% price evaluation preference for HUBZone small business concerns. HUBZone small business concerns electing to waive the evaluation preference shall submit a copy of clause 52.219-4 indicating such. HUBZone small business concerns not waiving the evaluation preference shall submit a copy of their SBA certification letter under this tab….AM#5

6.2.1.3 Supplemental Price Breakdown. If deemed necessary to evaluate the price proposals, the Government will request a Phase 2 price breakdown of the Contract Line items in a sealed envelope marked “Phase 2 Price

Breakdown Information”, in Excel format. The Government will provide details on where and how to send the breakdown. This information will not be needed sooner than three working days after the proposal submission due date. This information may be required for the initial Phase 2 proposal and, if requested, for any revised proposals.

This information is not an opportunity for an Offeror to revise its non-price or price proposal.

6.2.2 Evaluation Criteria:

6.1.2.1 Price will not be rated or scored, but will be evaluated for fairness and reasonableness through the use of a price analysis. The price evaluators will also check for appearance of unbalanced line item prices. Offerors are cautioned to distribute direct costs, such as material, labor, equipment, subcontracts, etc. and to evenly distribute indirect costs, such as job overhead, home office overhead, bond, etc., to the appropriate contract line items. Both parties shall presume that field overhead costs through the proposed contract duration are inclusive in the offered price for the contract.

THIS PAGE INTENTIONALLY BLANK

W911KB-18-R-0040

PS-1

PROPOSAL SCHEDULE

F-35A SCHOOL AGE FACILITY

EIELSON AFB, ALASKA

BASE ITEMS

Item No. Description Quantity Unit Unit Price Amount 0001 Design School Age

Facility, Complete 1 Job $_________ $_________

0002 Construct School Age facility within the bldg. 5 foot line, Complete

1 Job $_________ $_________

0003 Construct School Age facility site work and utilities beyond the bldg.

5 foot line, Complete

1 Job $_________ $_________

0004 Demolish existing facility, complete 1 Job $_________ $_________

0005 Disposal of 100 CY of a CERCLA-contaminated Soil, Complete

100 CY $_________ $_________

0006 Construct Play Structure and Outdoor Activity Area, Complete.

1 Job $_________ $_________

Total of Base Items 0001 thru 0006 $_________

OPTION ITEMS

Item No. Description Quantity Unit Unit Price Amount 0007 Package and Dispose of

Hazardous Building Materials generated during Facility Demolition*

1 Job $_________ $_________

0008 Furnish and Install Video Surveillance System, Complete.

1 Job $_________ $_________

0009 Stockpile and Sample 100 Cubic Yards of POL Contaminated Soil

100 CY $_________ $_________

AM#05 EIE390

PS-2

including Construction of Holding Cells, Complete**

0010 Dispose of 100 Cubic Yards of POL Contaminated Soil, Complete **

100 CY $_________ $_________

0011 Remove, Unsatisfactory material Excavation and backfill, Complete***

100 CY $_________ $_________

0012 Furnish and install Cubbies, Complete **** 240 Units $_________ $_________

0013 Furnish and install Metal Lockers, Complete **** 240 Units $_________ $_________

0014 Stockpile and Sample 100 Cubic Yards of CERCLA Contaminated Soil including Construction of Holding Cells, Complete*****

100 CY $_________ $_________

0015 Disposal of 100 CY of a CERCLA-contaminated Soil, Complete *****

100 CY $_________ $_________

0016 Sample, Test and Remove Asbestos Containing Material (ACM), including packaging, storing and transporting per 01 57

20.01 29 and 02 82 13.00 10, Complete*****

100 SF $_________ $_________

0017 Sample, Test and Remove Asbestos Containing Material (ACM), including packaging, storing and transporting per 01 57

20.01 29 and 02 82 13.00 10, Complete*****

100 LF $_________ $_________

Total of Option Items 0007 thru 0017 $_________

Total of Base and Optional Items 0001 thru 0017 $_________

Proposed Contract Duration: ____________________

W911KB-18-R-0040

PS-1

CLIN 0009, 0010, 0011, 0014, 0015, 0016, and 0017 are estimated quantities. Equitable adjustments will be made in accordance with FAR CLAUSE 52.211-18, VARIATION IN

ESTIMATED QUANTITY.

All options CLINs may be exercised any time prior to contract completion date with exception of CLINs 0012 and 0013 (see below). No additional time will be added to the contract completion date if these options are exercised.

* For CLIN 0007, Hazardous Building Materials to be disposed may include fluorescent light bulbs, mercury switches in thermostats, smoke detectors, illuminated signs, glycols from the heating systems, etc.

** Work on CLINs 0009 and 0010 shall be the cost for work identified in Specs 02 61 13 “Excavation and Handling of Contaminated Material” and Section 01 57 20.01 29 “Environmental Protection” that is additional to the requirements of the normal project excavation and the field screening identified in Section 31 09 20.00 29 “Field Screen Testing of Soils for Chemical Contamination”. For CLIN 0009 and 0010 the Contractor shall keep a record of the amount of contaminated soil being excavated and disposed of. CLINs 0009 and 0010 may be exercised up to ten times.

*** CLIN 0011 may be exercised up to ten times.

**** For CLINs 0012 and 0013; only one of these Option items will be exercised, this option item can be awarded up to 30 days following NTP.

***** For CLIN 0014, 0015, 0016 and 0017, the Contractor shall keep a record of the amount of material being removed and disposed. CLINs 0014, 0015, 0016 and 0017 may be exercised up to 10 times.

EVALUATION OF OFFERS.

1. AWARD: Award will be made in accordance with Section 00 22 20 - EVALUATION

FACTORS FOR AWARD.

2. INCOMPLETE OFFERS: Failure to submit an offer on all items in the schedule constitutes an incomplete offer. Incomplete offers may be rejected. Lump sum or unit prices must be shown for each item within the schedule.

3. EXTENSIONS: All extensions of the unit prices shown will be subject to verification by the Government. In case of variation between the unit price and the extension, the unit price will be considered to be the offer.

-- END OF PROPOSAL SCHEDULE --

PS-2

01 10 00

1.0 PROJECT OBJECTIVES

The project objective is to design and construct facilities for the military that are consistent with the design and construction practices used for civilian sector projects that perform similar functions to the military projects.

For example, a Company Operations Facility has the similar function as an office/warehouse/maintenance facility in the civilian sector; therefore the design and construction practices should be consistent with the design and construction of an office/warehouse/maintenance facility.

Comparison of Military Facilities to Civilian Facilities

Military Facility Civilian Facility School Age Care (SAC) facility School Age Child Care Center

1.1 It is the Air Force's objective that these buildings will have a 50 year useful life. The design and construction shall provide an appropriate level of quality to ensure the continued use of the facility over that time period with the application of reasonable preventive maintenance and repairs that would be industry-acceptable to a major civilian sector project OWNER. The facility design should consider that the Air Force may repurpose the use of the facility over the 50 year life. The Corps of Engineers intent is to install products and materials of good quality that meet industry standard average life that corresponds with the period of performance of more than 25 years before a major renovation or repurpose. The design shall be flexible and adaptable to possible future uses different than the current mission to the extent practical while still meeting the operational and functional requirements defined within. The site infrastructure will have at least a 50-year life expectancy with industry-accepted maintenance and repair cycles. Develop the project site for efficiency and to convey a sense of unity or connectivity with the adjacent buildings and with the Installation as a whole.

1.2 Requirements stated in this contract are minimums. Innovative, creative, and life cycle cost effective solutions, which meet or exceed these requirements, are encouraged. Further, the OFFEROR is encouraged to seek solutions that will expedite construction (panelization, pre-engineered, etc.) and shorten the schedule. The intent of the Government is to emphasize the placement of funds into functional/operational requirements. Materials and methods shall reflect this by choosing the most economical Type of Construction allowed by code for this occupancy/project allowing the funding to be reflected in the quality of interior/exterior finishes and systems selected.

1.3 SECTION ORGANIZATION

This Section is organized under 5 major “paragraphs”.

• Paragraph 1 is intended to define the project objectives and to provide a comparison between the military facility(ies) and comparable “civilian” type buildings.

• Paragraph 2 describes the scope of the project.

• Paragraph 3 provides the functional, operational and facility specific design criteria for the specific facility type included in this contract or task order.

• Paragraph 4 describes Applicable Criteria including project specific, industry, and

Federal criteria.

• Paragraph 5 contains a list of Acronyms.

2.0 SCOPE

2.1 SCHOOL AGE CARE FACILITY

Provide a School Age Care Facility to accommodate programs for 241 children ages 5-12 (K-6th grade) and 35 staff and administrative personnel. Activities are year round, 0630 to 1800 with before school, after school kindergarten care and summer programs. Peak activity during the school year is 0645-0715 (drop off), 1410-1440 (after school) and 1600-1715 (pick-up). Kindergarteners are at the facility in two shifts during the school year. Students are in the building from 0630 – 1000 and from 1200 - 1800.

The project will incorporate all related civil-site, mechanical, electrical, fire suppression, utilities, pavements, site improvements, communications and other necessary supporting facilities for a complete and useable facility.

The maximum building gross area cannot exceed the following Authorized Programmed Amount of:

School Age Program Facility: 20,354 square feet (1,891SM)

The project will incorporate all related civil-site, mechanical, electrical, fire suppression, utilities, pavements, site improvements, communications and other necessary supporting facilities for a complete and useable facility.

2.2 VEHICLE PARKING

Provide vehicle parking for seventy-six (76) Personal vehicles, four (4) of which shall be ADA accessible.

Vehicles must park and children be escorted into the building. Drop-off/loading zones will not be utilized.

No Government vehicle parking is required.

2.3 SITE

Provide all site design and construction necessary to support the School Age Facility and the organizational vehicle parking. Supporting facilities include, but are not limited to, asphalt pavement, utilities, electric service, exterior and security lighting, telecommunications, fire protection and alarm systems, water, steam/condensate, sewer, storm drainage systems, storm water management and site improvements. Include Antiterrorism/Force Protection measures in the facility/site design in accordance with applicable criteria. Include applicable storm water Best Management Plans (BMPs). Provide appropriate site vegetation for unpaved areas.

Base roadways sustaining damage from construction activities shall be repaired at the Contractor’s expense after project completion. Maintain the construction site and haul route. Repair/replace damage to existing sidewalks, pavements, curb and gutter, utilities, and/or landscaping within the construction limit, adjacent to the construction site, and along the Contractor’s haul route resulting from the Contractor’s construction activities at no additional cost to the Government. Prior to construction activities, the Contractor and Contracting Officer Representative shall perform an existing condition survey. At the completion of the Task Order/contract, the Contractor and Contracting Officer Representative shall perform a final condition survey to determine repair/replacement requirements.

The Contractor shall install a temporary 6-foot high chain link fence around the site, (including any temporary storage areas). The fence shall have attached tan-colored fabric, and shall be installed to withstand strong wind loads prescribed in structural design codes and criteria paragraph 4.0.

Provide all site improvements necessary to support the new building facilities.

It is the intent that POV vehicles will depart and return from both north and south on Kodiak Street.

Additionally, accommodate the following in the design, refer to Appendices (Drawings):

• Provide for service drive for semi-truck and trailers near the kitchen entrance.

• Provide drive for fire service and emergency response vehicles.

2.4 GOVERNMENT-FURNISHED / GOVERNMENT-INSTALLED (GFGI) EQUIPMENT

Coordinate with Government on GFGI item requirements and provide suitable structural support, brackets for TVs, all utility connections, and space with required clearances for all GFGI items.

The following are also GFGI items:

All Computers and related hardware, microwave ovens, refrigerators, tables, chairs, desks, VCRs and TV's, facility data (e.g., routers, switches, modems) equipment, facility telephone switch equipment and any required UPS systems; radio transmitting equipment and associated antenna and wiring (raceway to be provided by Contractor’s A-E design); front end equipment and equipment racks associated with CATV/CCTV/Satellite TV and separate front end audio equipment not associated with a Combined Mass Notification and Paging System.

2.5 FURNITURE REQUIREMENTS

Provide furniture design for all spaces listed in Paragraph 3. Coordinate with the user to define requirements for furniture systems, movable furniture, storage systems, equipment, any existing items to be reused, etc. Early coordination of furniture design is required for a complete and usable facility.

The procurement and installation of furniture is NOT included in this contract. Furniture will be provided and installed under a separate furniture vendor/installer contract. The general contractor shall accommodate that effort with allowance for entry of the furniture vendor/installer onto this project site at the appropriate time to permit completion of the furniture installation for a complete and usable facility to coincide with the Beneficial Occupancy Date (BOD) of this project.

At each workstation and/or desk, provide 120 VAC duplex outlets, telephone, and data connections.

AM#05… Ceiling drops and floor outlets may be installed only where specifically permitted elsewhere in this RFP. …AM#05

Provide power, voice and data outlets to conference tables.

Provide power and data outlet at location of office equipment to include fax, printers, scanners, and copiers.

Provide CATV cable drop, data, power, and wall-mount brackets for GFGI TV/monitors.

Contractor Furnished Contactor Installed (CFCI) shelving, cabinets and lockers to be anchored.

Workstations included in the furniture design should not be pre-wired systems. Provide access to building power and comm. outlets through coordination of placement of furniture and outlets and through use of removable panels, grommets, etc.

2.6 DEMOLISH BUILDING 3303

Demolish the existing School Age Facility, Building 3303, located on Broadway Street. The existing playground equipment, fencing walls and appurtenances are to remain.

SALVAGE NOTE: New interior lighting fixtures were installed as part of a 2018 project. Fixtures shall be carefully demounted and delivered to the Base Electrical Shop prior to building demolition.

3.3 CIVIL DESIGN AND CONSTRUCTION CRITERIA

3.3.1 General

3.3.1.1 The Design-Build contractor’s civil engineer(s) of record shall be responsible for the civil design. Work shall consist of the complete site design and construction including but not limited to:

earthwork; grading; drainage; landscaping; pavement sections for parking areas, access roads, utilities;

demolition; and coordination with architectural, structural, mechanical, electrical, environmental and fire protection disciplines. The Contractor shall consult with the Contracting Officer to coordinate with other projects occurring in the same general area simultaneously.

3.3.1.2 Design shall take into consideration topography and natural characteristics of the area, including climatic conditions, prevailing winds, areas of snow accumulation, etc. Site work shall provide a functional development requiring only routine maintenance through its design life. Site planning, development and the Contractor's operations shall at all times take into consideration that other facilities bordering the site must remain fully operational for the duration of the contract.

3.3.1.3 It shall be the Contractor's responsibility to protect existing features, which include roads, utilities, and other similar items. The Contractor will be held responsible for any damage to Government property and shall repair or replace all damaged items, in-kind, and at no cost to the Government. The Contractor shall take necessary precautions to avoid damaging Government property, and if damage occurs, shall immediately notify the Contracting Officer, both verbally and in writing.

3.3.1.4 Maintain access and utilities to adjacent facilities during construction. The traffic control plan shall include the contractor’s method for providing access to adjacent facilities as well as safety measures for pedestrians during construction of this project. Reference Specification Section 01 19 30.02 29 for additional traffic control plan requirements.

3.3.2 Topographic Survey

3.3.2.1 Reference Appendices for the topographic survey of the project site. The topographic survey is available electronically for the Contractor’s use and is available upon request. The Contractor shall review and field verify the survey information and be responsible for all additional surveys required to complete requirements of these documents.

3.3.2.2 Protection of Monuments: Existing survey monuments shall be protected from movement and damage. Damaged or disturbed monuments shall be documented and replaced, to the original order of survey accuracy, at no additional cost to the Government.

3.3.2.3 Not all underground utilities may be shown on the provided survey. Contractor shall obtain utility locates prior to starting any earthwork.

3.3.3 Haul Routes

Reference Appendices, Location and Vicinity Map for approved haul route.

3.3.4 Borrow and Disposal Sites

The Contractor shall provide all required borrow from off-Base or on-Base sources. There is a Government borrow source available. Use of the on-Base borrow source shall be approved by the Base Civil Engineer. The Government landfill is not available for non-hazardous wastes with the exception of concrete. There are disposal areas for clean concrete, concrete wastes and concrete wastes that contain asbestos on government property. Non-hazardous wastes shall be disposed of off government property.

3.3.5 Sub-Arctic Climate

Sub-arctic climate conditions exist at the project site. The design analysis shall include written descriptions, accompanied by calculations as necessary to show that all elements of the Civil Design are designed according to the principles and procedures of the Cold Climate Utilities Manual, (published by Canadian Society for Civil Engineering, 2050 Mansfield Street, Montréal, Quebec).

3.3.6 Force Protection/Antiterrorism:

The site requires Force Protection/Antiterrorism as described herein and in accordance with UFC 4-010-

01. Site to meet vehicle barrier requirements to protect facility and personnel. Installation prefers more natural type passive barriers to enclose the site, e.g. deep swales, earthen berms, large boulders.

Approved vehicle barrier swing style gates are required at the standoff distance to control vehicles at any access drives. POV parking shall be design at the proper standoff per ATFP requirements.

3.3.7 Site Constraints

The project is located on Kodiak Street, between Bald Eagle Lane and French Creek Drive. The approximate area for site development is 3.7 acres extending to a fence defining the Family Housing Lease boundary on the west and north side of the site and to the intersection of Kodiak Street and French Creek Drive on the east side of the site. The site is across the street from Anderson Elementary School.

The Child Development Center is northeast of the site and on the east is a drainage basin. See Appendix drawings for more info. The primary constraints are Kodiak Street to the front of the site and family housing fencing to the rear.

The site is relatively flat with drainage swales to the north. A culvert connects one swale to another under a raised path leading from the site to the Child Development Center.

An existing power pole and guy wires are located on the northeast side of the site near the proposed location of the fire/delivery lane.

3.3.8 Site Layout and Design

3.3.8.1 General Requirements

3.3.8.1.1 The Contractor shall not site the building on top of any existing utilities in use and shall maintain a minimum of 15 feet from existing and new utilities.

3.3.8.1.2 Where new paved areas are located over existing/new buried heating utilities or when existing buried heating utilities are re-routed under paved areas the Contractor shall provide a frost transition of 5H:1V as a minimum.

3.3.8.2 Orientation of the Building

The building shall be oriented for access, maneuverability and sustainability. The front of the building is expected to face Kodiak Street.

3.3.8.3 Vehicle Traffic Systems

3.3.8.3.1 AM#05… Vehicle types are as follows:

POV Parking: Passenger vehicle up to 19 feet long

Service Drive/Parking:

Food Delivery: 18 wheel semi-tractor trailer (WB-62)

Engine-81/Engine-82

• Length - 31Ft 7In

• Width - 8ft

• Height - 10ft 10in

• Gross Vehicle Weight - 42,000 lbs

• Tire Pressure 110 PSI

Tender-85

• Length - 389 In

• Width 102in

• Height - 115in

• Gross Vehicle Weight - 78,000 lbs

• Tire Pressure 120PSI …AM#05

3.3.8.3.2 Site entrances and exits shall be designed to accommodate privately operated vehicles and shall include recirculation through the parking lot without the requirement of exiting to the street. The service drive shall be designed to accommodate a semi-tractor trailer, fire truck or largest vehicle type intended for the space, as applicable. Vehicle clearances shall be required to meet traffic safety for expected vehicle types and usage for this facility. Roads, drives and parking shall include required traffic control and road identification signage, maximum spacing between drives, right-angle turns, and limit points of conflict between traffic.

The School Age Facility will be directly across the street from Anderson Elementary School with vehicular and pedestrian traffic expected between the facilities. The designer shall utilize the services of a traffic engineer to:

1) ensure that driveway and parking entrances and exits are designed so as to minimize conflicts with the school, particularly during the peak hours for both facilities,

2) study the drop off and pick up within the parking lot to prevent vehicle queuing onto Kodiak Street, and

3) study the pedestrian crosswalks to determine whether safety improvements are required or recommended along Kodiak Street.

3.3.8.3.3 Provide maintenance/emergency access to mechanical room. The service drive will be combined with the fire/emergency access drive and dumpster service. The service drive shall accommodate an 18-wheel semi-tractor trailer (WB-62) delivery truck. AM #05… Service drive parking must accommodate service delivery truck and fire/emergency vehicles simultaneously. …AM #05 Fire/Emergency vehicle parking must be available within 33’ of a primary entrance at all times in accordance with UFC 3-600-01. The dumpster pad must have 50’ straight and clear access to the front of the dumpsters. A waste management service truck must be able to exit without backing onto a main thoroughfare. Provide a driveway detail which shows turning radii and wheel paths for emergency vehicle, delivery truck and waste management service truck.

3.3.8.4 Pedestrian Traffic Systems

Concrete sidewalks should be provided between the parking and all entrances into the building.

Sidewalks should also be provided from the cross walks to the building. Pedestrian access between the parking areas, crosswalks, and evacuation areas and the building shall be handicap accessible.

Sidewalks shall be a minimum of 6 feet wide. Where headbolt heaters are located within the sidewalks the minimum width shall be 7.5’. All sidewalks shall be a minimum 6” depth PCC. Where sidewalks cross vehicular travel ways, the sidewalk shall be design to accommodate vehicular traffic.

Space should be provided for evacuation of all individuals and should be located so that all individuals can stand at least 75’ from the structure.

3.3.8.5 Safe Gathering Area

AM #05… Provide a smooth, accessible, and unobstructed evacuation route to a safe gathering area not less than 82 75 feet from the facility for all activity rooms. …AM #05 The route must not cross any emergency vehicle access path, parking area, or street. The evacuation route must be at least 44 inches wide, and turns and bends in the route should be wider to account for use of wheelchairs. Provide gates with not less than 44 inches clear width as necessary in the play area fence. Provide sufficient outdoor lighting for the egress path to meet NFPA 101 minimum illumination requirements.

3.3.8.6 Privately Owned Vehicles (POV) Parking Requirements

3.3.8.6.1 AM #05… Site parking for privately owned vehicles (POV) should may be plan west of the building or in such location as best accommodates the design. … AM #05 The required parking is 76 spaces, 4 of which should be ADA accessible. Each standard stall shall be 9 feet wide by 20 feet long.

Three ADA accessible stalls shall be at least 8 feet wide and adjacent to a 5 foot wide access aisle. At least one ADA accessible stall shall be van accessible, 11 feet wide and adjacent to a 5 foot wide access aisle or 8 feet wide and adjacent to an 8 foot wide access aisle. Two ADA accessible stalls may share the same access aisle. Approximately 35 parking spaces shall be provided with engine block heater receptacles. Location of spaces with receptacles should be near the back for staff all day parking.

Reference Electrical Systems for additional HBO requirements. It is desirable to provide recirculation through the parking lot without the requirement of exiting to the street.

Concrete curb and gutter shall be placed between areas of asphalt and sidewalks. All other edges of asphalt pavement shall transition directly to the abutting surface to allow for drainage and to facilitate snow removal.

3.3.8.6.2 Where access driveways and parking areas are located over existing and new utilidor systems; the Contractor shall provide traffic-rated utilidor lids.

3.3.8.6.3 Provide striped, curbed, concrete or landscaped islands at the end of a line of parking stalls to prevent vehicle doors from being opened onto moving vehicles. Provide islands to accommodate turning movements and/or vehicles backing out of parking spaces wherever applicable.

3.3.8.6.4 Pavement markings shall be per Manual on Uniform Traffic Control Devices (MUTCD).

3.3.8.6.5 The Contractor shall offset the headbolt heater posts at a minimum of 18” from face of curb, edge of pavement, or edge of parking striping.

3.3.8.6.6 The minimum drive width is 24 feet.

3.3.8.7 Service Drive and Fire/Emergency Access Drive

3.3.8.7.1 Minimum service drive width is 20’. The service drive shall provide adequate space for food delivery truck (semi-tractor trailer, WB-62); emergency vehicles and dumpster pick-up, with turn arounds if required.

3.3.8.7.2 Fire lanes should be provided to within 33 feet of a primary building entrance and designed provided in accordance with UFC 3-600-01. The minimum fire lane width is 20 feet. If the fire lane is longer than 150’ a turnaround must be provided. The turnaround can be a tee.

3.3.8.7.3 The service drive shall be designed such that a fire truck can gain access as required if a delivery is currently in progress. The delivery truck may not park in the fire lane. Deliveries are made mid-day two to three times per week. Consideration must be given to the existing power pole and guy wires on the northeast side of the site near the proposed location of the fire/delivery lane.

3.3.8.7.4 Concrete curb and gutter shall be placed between areas of asphalt and sidewalks. All other edges of asphalt pavement shall transition directly to the abutting surface to allow for drainage and to facilitate snow removal.

3.3.8.8 Outdoor Walkways and Activity Area

Sidewalks, pathways and the sports court area shall be cast-in-place concrete over well compacted sub-grade. Minimum sidewalk width is 44 inches. Areas under and around playground equipment shall have surface materials that meet the shock absorbency criteria recommended by Consumer Products Safety Commission (CPSC), "Handbook for Public Playground Safety" and ASTM guidelines. Generally, poured-in place resilient safety surfaces are the best option.

3.3.8.9 Snow Removal and Storage

Snow removal and storage shall be required in the design and layout (i.e. include in storm water calculations, etc.). Storage may not block storm drainage structures.

3.3.9 Pavement Design

3.3.9.1 The Contractor shall reference UFC 3-201-01 and UFC 3-250-01 to determine the design methods and materials. The design methods are provided below:

1. The USACE Pavement Transportation Computer Assisted Structural Engineering (PCASE) program;

2. American Association of State Highway and Transportation Officials (AASHTO);

3. Applicable state Department of Transportation standards in which the project is located.

3.3.9.2 The Contractor shall reference Section 01 33 16.00 29 Design after Award for required information for the Contractor’s geotechnical report.

3.3.9.3 The minimum flexible pavement section shall consist of 2 inches of asphalt and 6 inches of base or as required by the pavement design, whichever is greater, unless specifically identified by the Government to be a gravel road. Design roads and parking areas for a life expectance of 25 years with normal maintenance.

3.3.9.4 The minimum concrete pavement thickness shall be 6”. The remaining concrete section shall be design by the Contractor.

3.3.9.5 For concrete pavements, submit joint layout plan for review and concurrence.

3.3.9.6 Pavement markings and traffic signage shall comply with the Installation requirements and with the Manual on Uniform Traffic Control Devices.

3.3.