RFP_09-R-0044_CDC_Am0005.pdf

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

Child Development Center Hill AFB, UT

Note : Please refer to Special Notice in the Pricing Schedule Notes for information regarding Buildings 2241 & 2242.

This solicitation is 100% Set Aside for Small Business concerns.

1 Encl.

1. Revised Pages: Pricing Schedule, Section 01 00 00.00 41 (pages 7 thru 11), Appendix A

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

MODIFICATION OF CONTRACTS/ORDER

NO.

E. IMPORTANT: Contractor

15B. CONTRACTOR/OFFEROR

is not, copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer tended.

Offers 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 submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDG- MENT 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.

is extended, B.

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

TRACT ORDER NO. IN ITEM 10A.

2. AMENDMENT/MODIFICATION NO.

6. ISSUED BY

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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.

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) is required to sign this document and return

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

PAGE OF PAGES 1. CONTRACT ID CODE

5. PROJECT NO. (If applicable) 4. REQUISITION/PURCHASE REQ. NO. 3. EFFECTIVE DATE

7. ADMINISTERED BY (If other than Item 6)

15C. DATE SIGNED

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

16B. UNITED STATES OF AMERICA

BY

16C. DATE SIGNED

9A. AMENDMENT OF SOLICITATION NO.

9B. DATED (SEE ITEM 11)

10B. DATED (SEE ITEM 13)

CODE CODE

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.

is not ex-copies to the issuing office.

NSN 7540-01-152-8070

PREVIOUS EDITION UNUSABLE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

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

USAPPC V2.00

10A.

30-105-02

N/A

DEPARTMENT OF THE ARMY

U.S. ARMY ENGINEER DISTRICT, SACRAMENTO

SACRAMENTO, CALIFORNIA 95814-2922

DEPARTMENT OF THE ARMY

U.S. ARMY ENGINEER DISTRICT, SACRAMENTO

SACRAMENTO, CALIFORNIA 95814-2922

CODE FACILITY CODE

1 77

0005 JUL 14, 2008 N/A 1706

W91238-09-R-0044

JUN 16, 2009

N/A

W91238-09-R-0044 Amendment 0005

PRICING SCHEDULE

CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, EQUIPMENT, ETC. NECESSARY TO

PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE TERMS AND CONDITIONS SET FORTH

IN THE CONTRACT TO INCLUDE ALL ATTACHMENTS THERETO.

LINE

ITEM

NO. DESCRIPTION QUANTITY

UNIT OF

MEASURE

TOTAL

PRICE

BASE PRICING SCHEDULE

Construct, connect, and test all facility/ features for a 32,476 sf Child Development Center Facility, within 5-foot building line. (MILCON funded) (except as otherwise noted), complete and usable.

LUMP SUM

Construct, connect, and test all site facility/features outside 5-foot line of Child Development Center Facility (infrastructure, connections, vehicle pavement and site work) (MILCON Funded) (except as otherwise noted), complete and usable.

SUB-TOTAL BASE PRICE $____________

(ITEMS 0001 THRU 0002)

LINE

ITEM

NO. DESCRIPTION QUANTITY

UNIT OF

MEASURE

TOTAL

PRICE

OPTION PRICING SCHEDULE

1001 Design all facility/

Outdoor Play Environment/features for Child Development Center Facility. Includes play equipment, sitework, landscaping, utilities, and all supporting features, complete and useable. Includes the design of all systems, structural connections and utility services.

1002 Provide all material, labor and equipment required to design, construct, install and test a 1,052 SF Pre- Toddler #2, Room #129 and associated corridor with Child Development Center Facility, within 5-ft.

building line, (MILCON funded) (except as complete and useable.

1003 Provide all material, labor and equipment required to design, construct, install and test a 1,045 SF Pre- Toddler #6 #232 and associated corridor with Child Development Center Facility, within 5-ft.

building line, (MILCON funded) (except as

1004 Provide all material, labor and equipment required to design, construct, install and test a 1105 SF Toddler #2, Room #123 and associated corridor with Child Development Center Facility, within 5-ft.

building line, (MILCON Funded) (except as

1005 Provide all material, labor and equipment required to design, construct, install and test a 108 SF Buggy Storage area with Child Development Center Facility, (north of Lobby) within 5-ft.

building line, (MILCON funded) (except as

1006 Provide all material, labor and equipment required to design, construct, install and test a 108 SF Buggy Storage area with Child Development Center Facility, (south of Lobby) within 5-ft.

building line, (MILCON funded) (except as

1007 Provide all material, labor and equipment required to design, construct, install and test a 98 SF extension of Mechanical Room #2 with Child Development Center Facility, within 5-ft.

building line, (MILCON funded) (except as

1008 Provide all material, labor and equipment required to design, construct, install and test a 97 SF extension of Mechanical Room #1 with Child Development Center Facility, within 5-ft.

building line, (MILCON funded) (except as

1009 Provide all material, labor and equipment required to design, construct, install and test a 189 SF Outdoor Storage Room #228 with Child Development Center Facility, within 5-ft.

building line, (MILCON funded) (except as

1010 Provide all material, required to design, construct, install and test a 221 SF Outdoor Storage Rooms #211, and #212 with Child Development Center Facility, within 5-ft.

building line, (MILCON funded) (except as

1011 Provide all material, labor and equipment required to design, construct, install and test a 183 SF Outdoor Storage Rooms #248, and modify Buggy Storage #249 adding a partition wall and exterior pair of doors to create Outdoor Storage #250 with Child Development Center Facility, within 5-ft.

building line, (MILCON funded) (except as

1012 Provide all material, labor and equipment required to design, construct, install and test a total of 6,325 SF of electric mat radiant floor heat in Infant Activity Rooms #1, #2, #3, #4, and #5, and Pre- Toddler Rooms #1, #2, #3, #4, #5 and #6; (11 x 575 SF each) within 5-ft.

building line, (MILCON funded) (except as otherwise noted), complete and useable.

NOTE: If Bid Option(s) to add Pre-Toddler Rooms #2 and #6 are not accepted, or radiant heat in other rooms is deleted, the price shall be adjusted by average cost at 575 per room.

1013 Provide all material, labor and equipment required to design, construct, install and test 860 SF of Snow/Ice

Melt system at Main Entry Canopy and Main Entry Sidewalk (MILCON funded) (except as otherwise noted), complete and useable.

1014 Demo Demolish, Remove all Refuse, cap all facility connecting utilities and backfill/compact site excavations for Building 732 (Storage) (MILCON Funded) complete.

1015 Demolish, Remove all Refuse, cap all facility connecting utilities and backfill/compact site excavations for Building 827 (Well Pump House) (MILCON Funded) complete.

Demolish, Remove all

Refuse, cap all facility connecting utilities and backfill/compact site excavations for Building 1415 (Storage) (MILCON

(ITEM DELETED)

1016 Demolish, Remove all

Refuse, cap all facility connecting utilities and backfill/compact site excavations for Building 1532 (Munitions Maint/Admin)

1017 Demolish, Remove all Refuse, cap all facility connecting utilities and backfill/compact site excavations for building 1911 (Logistics Facility)

1018 Demolish, Remove all Refuse, cap all facility connecting utilities and backfill/compact site excavations for building 2201 (Storage) (MILCON

1019 Provide all material, labor and equipment required to design, construct, install and test clearstory roof system in the Lobby area of the Child Development Center Facility, within the 5-ft building line, (MILCON funded)(except as complete

1020 Provide all material, required to design, construct, install and test clearstory roof system in all Corridor areas of the Child Development Center Facility, within the 5-ft building line, (MILCON funded)(except as complete

SUB-TOTAL OPTION PRICE $____________

(ITEMS 1001 THRU 1020)

TOTAL PRICE $____________

(ITEMS 0001 THRU 1020)

Notes:

1. Prices must be submitted on all individual items of this Pricing Schedule.

Failure to do so may cause the proposal to be determined "unacceptable".

2. If a modification to a price is submitted which provides for a lump sum adjustment to the total price, the application of the lump sum adjustment to each item in the Pricing Schedule must be stated. If it is not stated, the offeror agrees that the lump sum adjustment shall be applied on a pro rata basis to every item in the Pricing Schedule.

3. The offeror shall distribute his indirect costs (overhead, profit, bond, etc.) over all the items in the Pricing Schedule. The Government will review all submitted Pricing Schedules for any unbalancing of the items. Any submitted Pricing Schedule determined to be unbalanced may cause the proposal to be determined "unacceptable".

4. The successful bidder/offeror grants the options listed in the Pricing Schedule to the Government. The options for Option Line Items 1001 through 1012 may be exercised up to 30 calendar days after receipt of notice to proceed. The options for Option Line Items 1013 through 1020 may be exercised up to 90 calendar days after receipt of notice. Any of the option line items may be exercised as an individual option.

Exercise of the option occurs upon mailing of written notice to the Contractor. Exercise will be made by the Contracting Officer. The price for exercise of the option includes all work and effort associated with the scope of that item. No additional time for contract completion will be allowed when an option is exercised. The given contract completion time was formulated to include time necessary to perform all option work.

5. The target ceiling for contract award for design and construction is $12,000,000.00 (MILCON) based on the funds made available for this project.

The Government cannot guarantee that additional funds can be made available for award. Offerors are under no obligation to approach this ceiling.

SPECIAL NOTICE: Any previous information that may have been relayed or discussed regarding demolition of Buildings 2241 and 2242 is to be disregarded; Buildings 2241 and 2242 are NOT included in this solicitation.

Child Development Center 1706 Hill AFB, UT

(I) A list shall be generated by the Prime contractor of all contractors and laborers that will be working at the site. This list shall be submitted to Security Forces at least 14 days before construction begins for background checks. Those individuals on the list, who have been cleared by Security Forces, may be granted entry through the gate if escorted by a fully authorized sponsor. No personnel may be permitted to work on the site unless they are actually constructing the site (i.e. no administrative secretaries will be allowed). Employees without badges found unescorted outside of the construction site boundaries, but within the security gated area will be subject removal from the project site.

(J) Supplemental Construction Considerations (NOTICE TO CONTRACTORS)

Referenced below are Supplemental Construction Considerations (clarifications) related to demolition of buildings; 732, 827, 1537, 1911 & 2201. This information is partially a result of questions raised, during a second site visit, held on 26 Jun 09. If there are any conflicts in information provided, Amendment 0005 supercedes any previous information provided.

All buildings will have a basic '5-foot Building Line' demolition limit (contractor shall saw cut all paving, concrete or asphalt concrete, at the 5-foot limit prior to removal) for extent of work to be performed, unless identified differently in features identified below:

1. Building 732 (Pricing Schedule referenced under CLIN 1014);

- Building, foundation slab and pavements are to be demolished/removed, up to the 5-foot building line.

- All utilities are expected to be capped at the 5-foot building line.

Any overheads are expected to be taken out to the nearest connecting pole, beyond the 5-foot building line.

- The existing fencing, outlying buildings/equipment/materials (anything beyond the 5-foot building line) are not part of this contract and are to be left intact.

- Building occupants, equipment and materials are expected to be removed by the government, prior to demolition. However, expectation is that this OPTION may not be exercised until up to the maximum; 90 Calendar Days (CD) duration, after issuance of Notice to Proceed (NTP). This is to allow complete building occupant/equipment/material removal, by the government.

2. Building 827 (Pricing Schedule referenced under CLIN 1015);

- Building, foundation slab and pavements are to be demolished/removed, up to the 5-foot building line. Exception being the concrete slab on the south side (exceeds the 5-foot building line limit), which is to be demolished/removed entirely, as part of the building demolition.

- All utilities are expected to be capped at the 5-foot building line.

Any overheads are expected to be taken out to the nearest connecting pole, beyond the 5-foot building line.

- Existing fence is not part of this contract and is to be left intact (government will remove).

3. Building 1532 (Pricing Schedule referenced under CLIN 1017);

- Building, foundation slab and pavements are to be demolished/removed, up to the 5-foot building line. Exception on the southwest corner, remove all of the sidewalk leading to the stairway, but leave stairway intact.

- All utilities are expected to be capped at the 5-foot building line.

01 00 00.00 41 - 7 AM-05

Any overheads are expected to be taken out to the nearest connecting pole, beyond the 5-foot building line.

- A propane tank and mounting pad (outside the 5-foot building line), are to be removed and any applicable capping done, as part of the building demolition.

- An Air Handler on the west side (outside the 5-foot building line), is to be removed and any applicable capping done, as part of the building demolition.

- A water spigot on the west side (outside the 5-foot building line), is to be removed entirely, but only if it does connect to building 1532 (left intact, if not connected).

- A picnic canopy on the west side, is not part of this contract and is to be left intact.

- Any trees or shrubs outside the 5-foot building line are not part of this contract and are to be left intact. Shrubs inside the 5-foot building line are to be removed, attempt to protect trees should be made, unless extensively damaged during demolition (can then be removed, as part of building demolition).

4. Building 1911 (Pricing Schedule referenced under CLIN 1018);

- Building, foundation slab and pavements are to be demolished/removed, up to the 5-foot building line. Exception being a sidewalk being wider then 5-foot limit, this sidewalk is to be demolished/removed entirely, as part of the building demolition.

- A Loading Dock on the south side is not part of this contract and is to be left intact.

- A Transformer on the west side is not part of this contract and is to be left intact.

- A Storage Building on the west side is not part of this contract and is to be left intact.

- A Street Light on the northwest corner is not part of this contract and is to be left intact.

5. Building 2201 (Pricing Schedule referenced under CLIN 1019);

- Building, foundation slab and pavements are to be demolished/removed, up to the 5-foot building line.

- Two 2000 Gal, above ground tanks, on the west side (assume containing Stoddard solvent PD680 and possible PCBs, which are outside the 5-foot building line), are not part of this contract and are to be left intact.

However, pipes connecting from them to the building will need to be capped, at the 5-foot building line.

- Any trees or shrubs outside the 5-foot building line are not part of this contract and are to be left intact. Any shrubs inside the 5-foot building line are to be removed, attempts to protect any trees should be made, unless extensively damaged during demolition (can then be removed, as part of building demolition).

NOTE: Building 1415 is no longer part of this contract. Any mention of substituting with buildings 2241 & 2242, is to be disregarded, since these are not part of the contract.

01 00 00.00 41 - 8 AM-05

1.13 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS (1985 JAN HQ USACE)

(A) Full-time, on-site, safety coverage by contractors shall be required for the life of the contract.

(B) The following conditions shall be met:

(1) The Contractor shall employ, to cover all hours of work at the project site(s), at least one safety and health person to manage the Contractor's safety program; duties which are not germane to the safety program shall not be assigned to this person(s). The principal safety and health person shall report to and work directly for the Contractor's top on-site manager, corporate safety office, or other high-level official of equivalent position. The safety and health person(s) shall have the authority to take immediate steps to correct unsafe or unhealthful conditions. The employment of a safety and health person(s) shall not abrogate the safety and health responsibilities of other personnel.

(2) Qualifications for Safety and Health Person(s).

(a) Safety and Health Person(s) shall have a degree in engineering or safety in at least a four year program from an accredited school and shall have been engaged in safety and occupational health for at least one (1) year of experience (no time being credited to this one (1) year unless at least fifty (50) percent of the time was devoted to safety and occupational health) and shall have at least one (1) year experience in construction, or--

(b) Safety and Health Person(s) shall have legal registration as a Professional Engineer or a Certified Safety Professional and shall have been engaged in safety and occupational health for at least one (1) year of experience (no time being credited to this one (1) year unless at least fifty (50) percent of the time was devoted to safety and occupational health) and shall have at least one (1) year experience in construction, or--

(c) Safety and Health Person(s) shall have a degree other than that specified in paragraph, Qualifications for Safety and Health Person(s) above, and shall have been engaged in safety and occupational health for at least three (3) years of experience (no time being credited to these three

(3) years unless at least fifty (50) percent of the time each year was devoted to safety and occupational health) and shall have at least two (2) years experience in construction, or--

(d) In lieu of a degree, Safety and Health person(s) shall have been engaged in safety and occupational health for at least five (5) years of experience (no time being credited to these five (5) years unless at least fifty (50) percent of the time each year was devoted to safety and occupational health) and shall have at least two (2) years experience in construction.

(e) First aid work is not a creditable experience.

(3) The name and qualifications of the nominated safety and health person(s) shall be furnished to the Contracting Officer for acceptability and a functional description of duties shall be provided prior to the pre-work conference.

NOTE: The Contractor shall have one or more Safety and Health Persons, each of whom meets the qualifications of (B)(2) Qualifications for Safety and Health Person(s), physically present on the actual site of the work whenever work of any sort is being performed by a Contractor, subcontractor, or supplier personnel on the work site. The foregoing

01 00 00.00 41 - 9 AM-05

clause language shall not be interpreted to contravene this note.

1.14 AGGREGATE SOURCES

(A) Concrete aggregates may be produced from the approved sources listed below:

(1) Sources of fine aggregate. (List the sources in an appropriate manner.)

(2) Sources of coarse aggregate. (List the sources in an appropriate manner.)

(B) Concrete aggregates may be furnished from any of the above listed sources or at the option of the Contractor may be furnished from any other source designated by the Contractor and approved by the Contracting Officer, subject to the conditions hereinafter stated.

(C) After the award of the contract, the Contractor shall designate in writing, only one source or one combination of sources from which he proposes to furnish aggregates. If the Contractor proposes to furnish aggregates from a source or from sources not listed above, he may designate only a single source or a single combination of sources for aggregates.

Samples for acceptance testing shall be provided as required by See the Technical Specifications. If a source for coarse or fine aggregate so designated by the Contractor is not approved for use by the Contracting Officer, the Contractor may not submit for approval other sources but shall furnish the coarse or fine aggregate, as the case may be, from a listed source listed above at no additional cost to the Government.

(D) Listing of a concrete aggregate source is not to be construed as approval of all material from that source. The right is reserved to reject materials from certain localized areas, zones, strata, or channels, when such materials are unsuitable for concrete aggregate as determined by the Contracting Officer. Materials produced from a listed source shall meet all the requirements of Section: of the Technical Specifications of these specifications.

1.15 AFTER AWARD DOCUMENTS (Contractor Prepared)

a. After AWARD the Government will provide to the Contractor, without charge, one copy of the AWARD CD with drawings & specifications, which shall include CONFORMED CALS drawing files, CONFORMED PDF specification files, downloadable submittal register program, and original solicitation drawings and specifications plus all Amendments.

b. The Contractor shall reproduce five (5) hard copy sets from AWARD CD, conformed drawings and specifications that shall be sent directly to the Resident Engineer's Office. The hard copy drawings shall be ANSI D (22" x 34"), and the specifications shall be standard 8-1/2" x 11", 3-hole punched.

The Contractor shall provide these documents within 5 work days of the receipt of the AWARD CD from the Government.

c. See the following clause in Section 00700 for additional information: DFARS 252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS.

d. In addition, the Contractor shall reproduce fifteen (15) hard copy sets from AWARD CD, conformed drawings and specifications that shall be distributed in the same manner as shown per the Section 01012 "1st Round Design Submittal for Each Project Feature" distribution matrix for "30% DRAWINGS (ANSI "B")" row, i.e., 1 copy for "MAJ", 1 copy for "DIST", 4 copies

01 00 00.00 41 - 10 AM-05

for "AE", etc. --- do not include "RES". The hard copy drawings shall be ANSI B (17" x 11"), and the specifications shall be standard 8-1/2" x 11", 3-hole punched with left-side binding using 2 staples, covers shall be heavy weight and salmon color. The Contractor shall reproduce the AWARD CD and include one copy in each distribution package. The Contractor shall provide these documents within 10 work days of the receipt of the AWARD CD from the Government.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

01 00 00.00 41 - 11 AM-05

Design-Build RFP, Child Development Center (CDC) URSF-XX-XXXX Hill AFB, UT KRSM083003

Appendix A to the 01 10 10

TABLE OF CONTENTS

Appendix A Site Specific Design Requirements A.1 General A.2 Design Requirements A.3 Sustainable Design A.4 Geotechnical and Foundations A.5 Sitework A.6 Utilities A.7 Landscape and Irrigation A.8 Architectural A.9 Structural Interior Design Requirements A.10 Structural Design

A.11 HVAC

A.12 Plumbing A.13 Fire Suppression A.14 Electrical Systems A.15 Electronic Systems A.16 Fire Detection and Alarm System

A.17 NOT USED

A.18 NOT USED

A.19 Outdoor Play Environment A.20 Room Data Sheets

A.21 NOT USED

Section 00 11 00 Pricing Schedule Section 00100 Proposal Submission Requirements and Instructions, Basis of

Award, and Evaluations Criteria Section 01 10 12 Design after Award Section 01 00 0 General Requirements Section 01 00 00.00.41 General Requirements Section 01 32 01.00 10 Project Schedule Section 01 33 00 Submittal Procedures Section 01 35 29 Safety and Occupational Health Requirements Section 01 42 00 Sources for Reference Publications Section 01 45 02.00 10 Quality Control System (QCS) Section 01 45 04.00 10 Contractor Quality Control Section 01 50 02.00 Temporary Construction Facilities Section 01 57 02.00 10 Environmental Protection Section 01 62 35 Recycled / Recovered Materials Section 01 78 02.00 10 Closeout Submittals Section 01 78 23 Operation Manual and Maintenance Manuals FRAGO #10 to Operations Order 2009-11 (USACE Execution of the American Recovery & Reinvestment Act 2009), Engineering and Construction bulletin No.

209-14

Appendix B Drawings Appendix C Topographic Survey Requirements Appendix D Results of Fire Flow Tests Appendix E Weather Data Appendix F Base Facility Design Standard And Architectural

Compatibility Standards Appendix G Telecommunications Installation Criteria Appendix H Misc Building Demolition H.1 – Building 732

APPENDIX A – Page 1 (Revised by Amendment 0005)

H.2 – Building 827 H.3 – Building 1415 (Deleted by Amendment 0004) H.4 – Building 1532 H.5 – Building 1911 H.6 – Building 2201 Appendix I Base Specific Specifications and Miscellaneous Requirements Section 015723 – Temporary Storm Water Pollution Control Section 02114 – Removal of Asbestos Materials Section 02821 – Chain Link Fences Section 07510 – Built-up Bituminous Roofing Section 08522 – Aluminum Windows Section 08710 – Finish Hardware Section 13852 – Fire Alarm Systems Section 13916 – Fire Sprinkler Systems Section 15910N – Direct Digital control systems – BACNET Section XXXXX – Specification Template

- Permit Matrix

- (ETL)02-12 Communications and Information system

Criteria for Air Force Facilities.

- MAMS Free Zone Waiver Requirements

- (ETL) 01-1 Reliability and Maintenance Checklist

- Installation Access Program Guidelines (Interim

Guidance on Controlling Access to Hill Air Force Base, Utah)

Appendix J Preliminary Soils Data Appendix K Environmental Appendix L GeoBase Drawings Appendix M Site Photos Appendix N LEED V2.2 Guideline Checklist.

APPENDIX A – Page 2

A.1 GENERAL

The gross floor area of the standard large size CDC is modified to not exceed the maximum area stipulated in DD Form 1391.

A.2 DESIGN REQUIREMENTS

A.2.1 GENERAL

The intent of this Appendix is to provide detail to the 01 10 10 sections as it relates specifically to Hill AFB and the Child Development Center. This Appendix and all other appendices that follow are to function concurrently with the 01 10 10 and drawings as a complete Request for Proposal. The Contractor is responsible for all information included in this Appendix and in the 01 10 10.

A.2.2 DESIGN

The Contractor’s Architect shall work with Hill AFB Base’s Architect to define and specify the exterior aesthetic. This includes but is not limited to the selection of the exterior finishes and textures, the incorporation of additional windows either on the exterior or as clerestories, and the slope of the roof. The exterior aesthetic design will be completed by the Contractor in its entirety. The Contractor is also responsible for assisting the Base Architect in providing sketches and perspectives in order to get the necessary approvals to proceed with the design and construction of the facility.

A.2.10 CODES AND REFERENCES

The Contractor shall use the most current code and/or reference published.

The following codes and references are in addition to those referenced in the 01 10 10 Section 2.10.

• UFC 3-310-04, Seismic Design for Buildings

• Base Facility Design Standard (BFDS), Hill Air Force Base

• UFC 3-120-10 Interior Design

• Consumer Product Safety Improvement Act (CPSIA 2008)

A.3. SUSTAINABLE DESIGN

A LEED Version 2.2 Checklist is provided as a guide to the contractor who shall determine the best approach to achieve LEED Silver Certification.

Hill AFB Child Development Center is registered with USGBC as a LEED-NC 2.2 project.

APPENDIX A – Page 3

APPENDIX A – Page 4

A.4. GEOTECHNICAL AND FOUNDATIONS

A.4.1 GENERAL DESIGN REQUIREMENTS

The project-specific requirements contained in this Appendix are provided to supplement, or to replace when explicitly stated, the geotechnical design requirements specified in RFP Section 01 10 10 Paragraph 4 Geotechnical and Foundations.

A.4.2 EARTHWORK

See paragraph A.4.8.5 “Available Soils Data” for a description of materials expected to be expected at the project site. Disposal of excess clean soil and demolished concrete and asphalt materials may be available at the landfill at the north end of Hill AFB; confirm with the Base Civil Engineer or Utah Resident Office. See paragraph A.4.7 SPECIFICATIONS for required compaction testing specification inserts.

A.4.3 SOIL TREATMENT

All pesticides of any kind (including termiticides) shall be applied by DOD and/or State licensed and certified pest control personnel. Material Safety Data Sheets (MSDS) and all required registration forms (Pollution Prevention/Hazardous Material Information System) shall be provided to the Base Environmental Office prior to bringing any pesticide on Base. Copies of MSDS, registration forms, and current certifications/licenses of the applicators shall be provided for Contracting Officer approval prior to beginning application of registered pesticides. All pesticide use shall comply with the Base Pesticide Management Plan.

A.4.4 CAPILLARY WATER AND VAPOR BARRIERS

Floor slabs-on-grade to receive a covering or coating of any kind shall be underlain by a 3-inch to 4-inch damp concrete sand layer over a minimum 20-mil ASTM E 1745 Class A poly sheeting vapor barrier placed on the aggregate capillary barrier specified in Section 01 10 10 paragraph 4.4.

A.4.5 GEOTECHNICAL INVESTIGATION REQUIREMENTS

A.4.5.2 Contractor Performed Subsurface Investigation: Contractor-performed explorations for the building footprint shall include a minimum of four (4) uniformly-spaced SPT or CPT borings each to a minimum depth of 15 feet.

Explorations for parking and utility alignment areas, and laboratory and/or additional field testing, shall be performed as determined by the Contractor’s Geotechnical Engineer.

A.4.6 CONTRACTOR’S FINAL GEOTECHNICAL REPORT

A.4.6.5 Foundation Design: Regardless of structural design results, shallow footings shall have minimum width/dimension of 18 inches and 24 inches for continuous wall and isolated footings, respectively, and shall be placed at least 3 feet below finish grade. For bidding purposes, assume footings will require over-excavation to the deeper of 2 feet or one footing width and replacement with granular structural fill such as UDOT aggregate base material compacted in 6-inch lifts to at least 95 percent of ASTM D 1557. For the described foundation preparation, an allowable bearing capacity of 3000 psf may be assumed. A deep foundation system will not be required. See paragraph A.4.8 “PRELIMINARY DATA” for additional information and preliminary recommendations.

A.4.6.6 Pavement Subgrade Recommendations: Pavement section materials listed in the Hill AFB Facility Design Standard and/or in the State of Utah Standard Specifications for Road and Bridge Construction (latest edition) shall be specified when appropriate for the project features/design; note that the ½” max size aggregate mix is normally preferred by Hill AFB for asphalt concrete paving of POV areas. Minimum pavement section for POV and other light-traffic areas shall be 2 inches of asphalt concrete over 6 inches of aggregate base course @ 100 percent compaction over a minimum of 6 inches of compacted subgrade @ 95 percent compaction. Minimum pavement section for access drives and other heavy duty pavements shall be 3 inches asphalt concrete on 6 inches aggregate base @ 100 percent compaction over a minimum of 6 inches of compacted subgrade @ 95 percent compaction.

Thicker/stronger pavement sections shall be provided if so determined by the Contractor’s Geotechnical Engineer.

A.4.6.13 Expansive, Dispersive, Liquefiable or Collapsing Conditions: Not expected to be significant factors at this site.

A.4.6.14 Evaluation of Karst or Sink Hole Potential: Not expected to be significant factors at this site.

A.4.7 SPECIFICATIONS

This list below replaces the one provided in Section 01 10 10 paragraph 4.7. The Contractor shall edit and submit the following UFGS specification sections, at a minimum, plus any other necessary and applicable Sections:

31 00 00 Earthwork 31 11 00 Clearing and Grubbing 31 31 16 Soil Treatment for Subterranean Termite Control

32 11 23 Aggregate Base Course (omit “GCA” requirements) 32 12 17 Hot-Mix Bituminous Pavement (in place of 32 12 16 as specified in paragraph 5.5 “SPECIFICATIONS”)

The following paragraph shall replace UFGS paragraph “TESTING” and related subparagraph “Check Tests on In-Place Densities” in the Contractor’s final edited specification Section 31 00 00, and this new paragraph “TESTING” shall be referenced in or copied to the final edited specification Section 32 11 23 paragraph “Field Density Tests”.

3.xx TESTING

Perform testing by a Corps validated commercial testing laboratory meeting the requirements of SECTION 01 45 04.00 CONTRACTOR QUALITY CONTROL and approved by the Contracting Officer. Determine field in-place density in accordance with the sand cone method ASTM D 1556, except the nuclear gauge method ASTM D 6938 may be used, as further qualified hereinafter, to determine in-place density of materials verified to be free of mica. When ASTM D 6938 is used, check the calibration curves as described in ASTM D 6938 and adjust using only

APPENDIX A – Page 5 the sand cone method as described in ASTM D 1556; check the calibration of the density gauge prior to the first use of each different type of material encountered and at intervals as directed by the Contracting Officer. Both ASTM D 1556 and ASTM D 6938 result in a wet unit weight of soil and when using either of these methods, use only method ASTM D 2216 to determine the moisture content for calculating in-place dry density of the soil. For a rough estimate of in-place density to control field activities only, the Contractor may perform moisture content testing by method ASTM D 4643 or ASTM D 4959 in conjunction with density testing by method ASTM D 6938. Density results determined by sand cone method ASTM D 1556 shall govern, and shall be used to calibrate (adjust) the results determined for similar materials by nuclear gauge method ASTM D 6938. If differing results are consistently determined, use of the nuclear gauge shall be discontinued and only method ASTM D 1556 shall be used. When test results indicate, as determined by the Contracting Officer, that compaction is not as specified, remove the material, replace it, and recompact to meet specification requirements. Perform tests on recompacted areas to determine conformance with specification requirements. For all tests required by these specifications, appoint a registered professional civil engineer to certify inspections and test results. These certifications shall state that the tests and observations were performed by or under the direct supervision of the engineer and that the results are representative of the materials or conditions being certified by the tests. The following number of tests, if performed at the appropriate time, will be the minimum acceptable for each type operation.

3.xx.x Check Tests on In-Place Densities

If nuclear gauge method ASTM D 6938 is used, check in-place densities by the sand cone method ASTM D 1556 at a ratio of one sand cone test for every six nuclear gauge method tests. Use these sand cone "check test" results to calibrate (adjust) the nuclear gauge results for representative materials as described in paragraph "TESTING" above.

The following paragraph shall replace UFGS paragraph “MAINTENANCE” in the Contractor’s final edited specification Section 32 11 23:

3.x MAINTENANCE

The base course shall be maintained in a satisfactory condition including preservation of moisture and density until the full pavement section is completed and accepted. Maintenance shall include immediate repairs to any defects and shall be repeated as often as necessary to keep the area intact. Any base course that is not paved over within 7 days of completion or that has received measurable rainfall prior to paving, shall be retested to verify that it still complies with the requirements of this specification. Any area of base course that is damaged or out of compliance shall be reworked or replaced as necessary to comply with this specification. The Contractor may elect to help preserve the base course by applying a prime coat meeting local air quality standards, but such application will not relieve the Contractor from compliance with the maintenance, verification, and re-work requirements specified herein.

APPENDIX A – Page 6

A.4.8 PRELIMINARY DATA

A.4.8.1 Topography: Hill Air Force Base is located approximately 40 km (25 miles) north of Salt Lake City, just south of the Weber River and the City of Ogden, and northeast of the Great Salt Lake and the City of Clearfield. The Base is located on the Ogden, Kaysville, Roy, and Clearfield, Utah, 1:24,000 USGS 7.5 minute Quadrangles. Hill Air Force Base is situated on a large plateau approximately 60 meters (200 feet) above the surrounding area. The Base has MLLW elevations that range from 1,463 meters (4,800 feet) near the east side of the eastern airfield to 1,402 meters (4,600 feet) on the western boundary of the Base. The project site is located on Mitchell Lane between Balmer and Weiner, directly north of Building 472 on relatively flat terrain in the southern portion of Hill Air Force Base.

A.4.8.2 Climate:

Surrounding Climate Temperate and Sub humid Temperature Ranges -8º F to 98º F Average annual rainfall 21 inches Average annual snowfall 92 inches Design snow load 40 psf Base standard design freeze depth 73 inches Required domestic water pipe cover 4 feet Required fire protection line cover 5-1/2 feet Basic design wind speed 90 mph Table 1: Hill Air Force Base Climate Information

A.4.8.3 Areal and Regional Geology: The Base soil materials are composed of sand and gravel alluvial deposits interbedded with sedimentary lacustrine deposits of clay and silt. The alluvial deposits are thought to be from the erosion of the Wasatch Mountain Range and the lacustrine deposits are from ancient Lake Bonneville. Local areas of perched groundwater may be found on the Base, especially during the wet seasons and the spring thaw. Typically, aquifers are found at depths of 73 to 274 meters (240 to 900 feet) and the water wells at Hill Air Force Base are drilled to depths of 244 to 274 meters (800 to 900 feet) below the ground elevation.

A.4.8.4 Seismic Information: Seismic data were derived from seismic studies for Red Butte and Little Dell Dams located in the vicinity of Salt Lake City.

Salt Lake City is located near the center of the Intermountain Seismic Belt near the Wasatch Fault Zone. The area has the following earthquake magnitudes, accelerations, and recurrence intervals:

Status Magnitude Acceleration Recurrence Maximum 7.25 0.6 g 500 years

Operational 6.5 0.4 g 100 years Damaging 5.5 to 6.5 Not given 15 years minimum

Table 2: Seismic data for the Salt Lake City Region

From the 2006 International Building Code, the building area may be a stiff

APPENDIX A – Page 7 soil profile Site Class “D” with SPT “N” values of between 15 and 50, or a soft soil profile Site Class “E” with “N” values of less than 15. Seismic acceleration parameters for Class “B” (rock) sites can be found in UFC 3-310- 01, Table C-2. Although studies of the area have stated that Hill Air Force Base has a very low potential for liquefaction, loose sand/silt deposits may be present in the vicinity of this building site and if these become saturated, liquefaction is possible during seismic events.

A.4.8.5 Available Soils Data: Selected exploration logs and available laboratory data are provided in Appendix J, attachment J1 and J2. These include, respectively, 1) an April 1972 SPT boring investigation of the nearby NCO Open Mess (Bldg. 450) facility located northeast of the proposed CDC project site; and 2) a May 1982 SPT boring investigation of the nearby Religious Education Center facility located several hundred feet easterly of the proposed CDC project site. Both of these investigations were conducted by the Sacramento District Corps of Engineers, Geotechnical Branch, and these data represent the closest archival work found in USACE Sacramento files. The predominant subsurface materials encountered at both sites were described as loose medium-fine silty sand and sand with silt in the upper several feet, underlain by loose to firm medium-fine sand with traces of fine gravel. None of the explorations reported encountering free-standing groundwater to the maximum explored depth of 16 feet. Laboratory data provided in Appendix J, attachment J1 indicate soil moisture content between 5 and 8 percent. Native soils at Hill AFB are typically mildly to moderately corrosive, as verified by the laboratory testing for the NCO Open Mess project; therefore, cathodic protection is required for metallic utilities and other buried features.

Native soils generally contain negligible soluble sulfates and chlorides;

therefore, no special Portland Cement is required. Structural and exterior concrete except curbs and gutters is normally specified to have a 4,000 psi minimum 28-day compressive strength.

A.4.8.6 Preliminary Design Parameters (for cost estimation purposes):

Reference Soil ……………………………………………… Firm, silty, fine-medium sand, SM Bearing Capacity 1, qa……………………………… …………3.0 kips/foot2 Native Material φ angle…………………………………………………. 30° California bearing ratio, CBR 2……………………. 6.5 with frost reduction Subgrade "k" 2………………………………………………… 165 psi/inch

1 Assumes shallow foundations over-excavated to the deeper of 2 feet or one footing width and replacement using granular structural fill material compacted in 6-inch lifts to a minimum of 95 percent of ASTM D 1557 maximum laboratory density.

2 CBR and “K” values are for native soils compacted to a minimum of 90 percent of the ASTM D 1557 maximum laboratory density.

APPENDIX A – Page 8

APPENDIX A – Page 9

A.5. SITEWORK

A.5.1 CODES AND REFERENCES

Refer to Section A-2.10 for additional codes and references.

A.5.2 GENERAL DESIGN REQUIREMENTS

The project-specific requirements contained in this Appendix are provided to supplement, or to replace when explicitly stated, the design requirements specified in RFP Section 01 10 10 Paragraph 5 Sitework.

The site work design required for this project shall include, but may not necessarily be limited to the items listed within this section.

A.5.2.1 Demolition and Removal(BID OPTION): The Contractor shall demolish Buildings 827, 1532, 1415, 1911, 732 and 2201. Demolition shall include the building and all utilities back to the main lines. Utilities shall be cut and capped at the main line. See Appendix H for additional information.

This project includes demolition of approximately 3,306 SM (35,585 SF) of several Building structures at various locations at Hill Air Force Base (AFB). Refer to the drawings of the existing facilities included in Appendix H. When necessary, demolition shall follow the MAMS Free Zone Waiver Requirements found in Appendix I.

The Contractor shall perform to the contract standards in this Firm-Fixed Price Service contract. The Contractor shall furnish all services for demolition and abatement, materials, supplies, tools, equipments, site investigation, superintendence and travel as required in connection with this solicitation. This project consists of demolition, abatement and disposal of rubble, hazardous material (HM) and/or hazardous waste (HW), site clearing, capping utility lines 5 feet from the building, backfilling, grading, and seeding of demolished site. The costs associated with other than lead and asbestos are incidental HW to be included in the demolitions contract line item pricing.

The Contractor shall remove all demolition debris to include concrete from the site. The Contractor shall recycle to the greatest extent possible the following items (but not limited to): concrete, wood flooring, metal, heating, ventilation and air conditioning (HVAC) units and equipment, appliances, fixtures, windows, doors, cabinetry. The Contractor shall backfill, level, seed and restore the area. Contractor shall provide clean, native, backfill material similar to existing adjacent material, free of organic matter and stones. Backfill shall be compacted to 90-92% modified proctor density. Seed mix shall be as approved by the Base. Restore includes establishment of viable groundcover (turf) to areas disturbed by demolition activities. The Contractor shall properly dispose of those items not recycled in an approved landfill outside Hill AFB.

The Contractor shall provide all personnel, equipment, tools, material, supervision, and other items and services necessary to perform removal of asbestos containing materials (ACM), lead-based paint (LBP), and other hazardous items removal and facility demolition as defined in this SOW. All ACM, LBP and other HM and HW shall be removed before building demolition begins in accordance with Section [4] of this SOW.

Contractor shall be responsible for disconnecting power from weather head to the main panel of the building. The contractor shall isolate transformer, cut services and disconnect power from the overhead power lines. The Contractor shall be responsible for removal and disposal of all disconnected electrical wiring from the power pole.

The Contractor shall function as an integral team member in the performance of this contract, to include sharing information with other contractors and cooperation with nearby communities, regulators, and other government entities.

Requirements include efficient management of this demolition work including accurate, on-time submittals of contract deliverables and timely identification and solution of impediments to successful project execution.

Technical requirements include early involvement in the process to allow for the development of the most cost-effective and technically sound solution.

The Government will rely on the Contractor’s expertise in recognizing and addressing problematic issues and successful execution of this Contract Requirements.

Remedies shall conform to environmental permits, decision document requirements, or other legal requirements.

Contractor shall coordinate completion of this work separately from the new construction.

A.5.3 CIVIL DESIGN REQUIREMENTS

A.5.3.1 General: A conceptual project site plan has been provided for the Child Development Center (CDC) facility. Contractor shall provide a complete set of construction plans and specifications signed and sealed by a civil engineer registered in the state of Utah. If not provided, Contractor shall be responsible for the determining the finished floor elevation, and final location of, but not limited to, site grading and drainage, fire/emergency access drives, service and delivery access drives, sidewalks, parking, and trash dumpster pads.

A.5.3.4 Facility Sign: Signage shall be in accordance with Base Architectural Compatibility Standards. See Appendix F for additional information.

A.5.3.5 Force Protection: Design of the facility for blast effects shall be as specified in RFP Section 01 10 10 Paragraph 10.9 Antiterrorism Force Protection.

A.5.3.6 Barrier Gate: Remote operated barrier gates shall be installed at entrance and exit of the drop off lane as shown on the site plan and as described in RFP Section 01 10 10 Paragraph 5.3.6. No other barrier gates are required.

A.5.3.8 Sidewalks: New sidewalks shall match in width to adjacent existing sidewalks but shall not be less than five (5) feet.

A.5.3.10 Optional - Drop-off Lane: A Drop-off lane shall be provided.

APPENDIX A – Page 10

A.5.3.11 Parking Lots: The parking lot shall be located in the vicinity shown on the site plan. Final location and parking space configuration shall be determined by the contractor.

A.5.3.11.1 Parking Spaces: Parking spaces for parent, visitor, and staff shall be provided. A total of 110 spaces are required.

A.5.3.13 Service Access Drive: A service access drive shall be provided for service and delivery vehicles to the kitchen through the existing POV parking lot to the northeast.