am_3.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

The Solicitation for Design-Build Request for Proposal for Sixteen (16) Barracks and Four (4) Central Energy Plants, Fort Polk, Louisiana, is amended as follows:

See Continuation Sheet(s)

NOTE: The date and time for the Receipt of Proposals is 22 August 2008, 2:00 PM, local time, as previously announced.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X 9A. AMENDMENT OF SOLICITATION NO.

W9126G-08-R-0192

X 9B. DATED (SEE ITEM 11)

25-June-2008

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

13-Aug-2008

CODE

US ARMY ENGINEER DISTRICT, FORT WORTH

ATTN: CESWF-CT

819 TAYLOR ST, ROOM 2A19

P.O. BOX 17300

FORT WORTH TX 76102-0300

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9126G-08-R-0192

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SECTION SF30 - CONTINUATION PAGE

SUMMARY OF CHANGES

CHANGES TO DOCUMENTS 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

1. 00 21 00 INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS: Paragraph 1.2 CONTRACT COST CEILING LIMITATION FOR DESIGN AND CONTRUCTION COSTS is changed. See the accompanying new Section 00 21 00 INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS bearing the notation

"ACCOMPANYING AMENDMENT NO. 0003 TO SOLICITATION NO. W9126G-08-R-0192."

CHANGES TO DIVISION 01 - GENERAL REQUIREMENTS

2. Section 01 10 00 SUMMARY OF WORK: Replace this Section with the accompanying new Section 01 10 00 SUMMARY OF WORK bearing the notation "ACCOMPANYING AMENDMENT NO. 0003 TO SOLICITATION NO. W9126G-08-R-0192" on the cover.

CHANGES TO APPENDICES

3. Appendices: Add the accompanying new Appendix E “Simulated Fire Hydrant Flow Tests For Fort Polk Barracks Rehab” to this Solicitation. Appendix E has the the notation "ACCOMPANYING AMENDMENT NO.

0003 TO SOLICITATION NO. W9126G-08-R-0192" on the cover.

End of Summary of Changes

ACCOMPANYING AMENDMENT NO. 0002 TO SOLICITATION NO. W9126G-08-R-0192

Section 00 21 00

INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS

1.0 GENERAL INFORMATION

1.1 GENERAL DESCRIPTION OF WORK

1.2 CONTRACT COST CEILING LIMITATION FOR DESIGN AND CONTRUCTION COSTS

1.3 GOVERNMENT SECURITY REQUIREMENTS

1.4 COPIES OF SOLICITATION DOCUMENTS AND AMENDMENTS

1.5 OFFEROR'S QUESTIONS AND COMMENTS

1.6 SMALL BUSINESS SIZE STANDARD/NAICS CODE

1.7 PROPOSAL EXPENSES AND PRE-CONTRACT COSTS

1.8 PRE-PROPOSAL CONFERENCE

1.9 ACCURACY IN PROPOSALS

1.10 PROPOSAL SUBMITTALS

1.11 PROPOSAL FORMAT

1.12 JOINT VENTURE PROPOSAL REQUIREMENTS

1.13 SUBCONTRACTING PLAN/ SUBCONTRACTING GOALS REGARDING THE UTILIZATION OF

SMALL BUSINESS CONCERNS

1.0 GENERAL INFORMATION

1.1. GENERAL DESCRIPTION OF WORK

The scope of project includes all work required to Design and Construct the renovation of Barracks and Central Energy Plants at Fort Polk, LA. The work shall be in accordance with Request for Proposal documents.

1.2. CONTRACT COST CEILING LIMITATION FOR DESIGN AND CONSTRUCTION COSTS

The design and construction costs will be subject to the funds available for this project. (AM#3) The estimated project total contract award shall be between $100 and $150 Million for this contract. Offerors are notified that they are under no obligation to approach this ceiling. However the Government will not be able to make an award, if the dollar amount set for this project is exceeded. The contract cost limitation for design and construction costs, base bid plus all options, is $164,600,000. Included in this amount is Building 1348, which has a funding limitation of $7,500,000. Offerors are under no obligation to approach these limitations. The Government will not be able to make an award in excess of the stated dollar amounts.

Further, there are cost thresholds for the barracks renovations, exclusive of design costs, drainage tasks, and options. Anti-terrorism/Force Protection (AT/FP) and Progressive Collapse work will not be required for barracks renovations that are below the cost thresholds stated below. If these cost thresholds are exceeded, then the requirements for Anti-terrorism/Force Protection and Progressive Collapse work become mandatory for each barracks that exceeds its stated threshold.

Buildings 1150, 1154, 1156, 1346, 1631, 1635, 1945, 2043, and 2386 have a cost threshold of $9,500,000.

Buildings 1948, 1950, and 2274 have a cost threshold of $12,700,000.

Buildings 2278 and 2279 have a cost threshold of $8,300,000.

Building 293 has a cost threshold of $7,400,000. (/AM#3)

1.3. GOVERNMENT SECURITY REQUIREMENTS

The Offeror(s) must ensure that ALL mail sent to the Fort Worth District, U.S. Army Corps of Engineers, either pre-contract or post-contract award, has a return mailing address on the outside of the envelope, package, box, etc.

ANY MAIL addressed to the U.S. Army Corps of Engineers, including but not limited to bids, modifications to bids, proposals, revised proposals, bonds, correspondence, etc., will be REJECTED by the US Army Corps of Engineers mail room facility located at PO Box 17300, Fort Worth, TX 76102-0300 if it does not contain a return mailing address. There will be no exceptions.

1.4. COPIES OF SOLICITATION DOCUMENTS AND AMENDMENTS

Copies of the solicitation and amendments are available by INTERNET ACCESS ONLY. All solicitation documents will be posted through the Army’s Single Face to Industry (AFSI) to the Federal Business Opportunities Website website at:

http://www.fbo.gov

It shall be the contractor’s responsibility to check the websites for any amendments. The offeror shall submit in the proposal all requested information specified in this solicitation. There will be no public opening of the proposals received as a result of this solicitation.

A list of interested vendors (potential offerors and subcontractors) is available on the federal business opportunities web site (registration required) is available at: http://www.fbo.gov/ via Quick Search (Solicitation No. W9126G-08- R -0192).

1.5. OFFEROR'S QUESTIONS AND COMMENTS

1.5.1 Bidder Inquiry

1.5.1.1 Technical inquiries and questions relating to proposal procedures or bonds are to be submitted via Bidder Inquiry in ProjNet at http://www.projnet.org/projnet.

1.5.1.1.1 To submit and review bid inquiry items, bidders will need to be a current registered user or self-register into system. To self-register go to web page, click BID tab select Bidder Inquiry, select agency USACE, enter Key for this solicitation listed below, and your e-mail address, click login. Fill in all required information and click create user. Verify that information on next screen is correct and click continue.

1.5.1.1.2 From this page you may view all bidder inquiries or add inquiry.

1.5.1.1.3 Bidders will receive an acknowledgement of their question via email, followed by an answer to their question after it has been processed by our technical team.

1.5.1.1.4 The Solicitation Number is : W9126G-08-R-0192.

1.5.1.1.5 The Bidder Inquiry Key is: D31TA3-D495JS

1.5.1.2 The Bidder Inquiry System will be unavailable for new inquires 5 days prior to proposal submission in order to ensure adequate time is allotted to form an appropriate response and amend the solicitation, if necessary.

1.5.1.3 Offerors are requested to review the specification in its entirety, review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

1.5.1.4 The call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). The telephone number for the Call Center is 800-428-HELP.

1.5.1.5 Offers will NOT be publicly opened. Information concerning the status of the evaluation and/or award will NOT be available after receipt of proposals.

1.6. SMALL BUSINESS SIZE STANDARD/NAICS CODE

See Section 00 45 00, FAR 52.219-1 for the small business size standard/NAICS Code.

1.7. PROPOSAL EXPENSES AND PRE-CONTRACT COSTS

This Request for Proposal (RFP) does not commit the Government to pay, as a direct charge, any costs incurred in the preparation and submission of a proposal.

1.8. PRE-PROPOSAL CONFERENCE / SITE VISIT

The Government intends to hold a pre-proposal conference / site visit as follows:

July 8, 2008 at 9 AM (Central Standard Time).

Location address: 2315 Service Command Loop, Bldg 4740, Conference room, Fort Polk, LA.

POC Steve Sherrill, Resident Engineer.

RSVP to Ann Michalk at ann.m.michalk@usace.army.mil or 337-531-2933, by COB on Monday, July 7, 2008.

All interested offerors are urged to attend. During this conference, the requirements set forth in the solicitation will be reviewed and discussed, with part of the conference to include a question and answer period.

1.9. ACCURACY IN PROPOSALS

Proposals must set forth full, accurate, and complete information as required by this RFP, (including attachments).

The penalty for making false statements is prescribed in 18 U.S.C. 1001.

1.10. PROPOSAL SUBMITTALS

Due to heightened security at Government installations, those offerors who have their proposals hand-delivered shall contact the following Contract Specialist Point of Contact for this solicitation:

Ms. Ali Marshall at Alisa.Marshall@usace.army.mil

Ms. Marshall’s telephone number is 817-886-1068. Email is the preferred method of communication for record.

If Ms. Marshall is not available please call The Contracting Office Main Desk number at 817-886-1043.

Deliver to the address shown below on the date and time specified on Standard Form SF 1442, Page 1, Item 9, a Contracting representative will be in the lobby to accept proposals. At the time specified on Standard Form SF 1442, Page 1, Item 9, it will be announced that receipt of proposals is closed. Official time will be established by the clock located in the area where the proposals are received. Recent terrorist threats have resulted in more time-consuming sign-in and escort procedures and may impact the timely delivery of offers. See FAR 52.215-1 for rules concerning late proposals.

As stated on Standard Form SF 1442: Proposals will be received until 2:00 PM CST on August 22, 2008 at:

U.S. Army Corps of Engineers, Fort Worth District

ATTN: Ms. Ali Marshall

819 Taylor Street, Room 2A19

Fort Worth, TX 76102-0300

The Packaging that contains the Proposals shall be marked:

”Proposals for Solicitation Number: W9126G-08-R-0192”

1.11. PROPOSAL FORMAT

a Written materials: 8 ½” x 11” format, using 10 point or larger font size, in bound volumes, using 3-ring binders (except that Pro Forma material and price proposal shall be submitted in a closed manila envelope. Each bound volume will contain a Title Sheet on the cover for ready identification of the proposal and a full table of contents, separated by Tabs, as prescribed herein

(i) The prime, consortium, or joint venture’s name, address, a signature of the official that can bind the firm and a telephone number shall appear in the lower left corner of the title page of any document/volume to be evaluated.

(ii) Volume number, section and date submitted shall appear in the bottom right corner of each page (along with the revision number for the amended page, if necessary).

(a) Drawing sheets: Up to 22” x 34” is acceptable for full size drawings. Half-size sheets are also acceptable.

(b) Electronic Format: Provide two CDs in read-only format, preferably using .pdf files. All price breakdown information to aide in the price evaluation shall be submitted in Excel format with formuls and totals on each line and column appropriate.

(c) Number of copies: Submit one original and Five (5) copies of drawings and printed matter (Bound Volumes), as well as Two (2) CDs.

1.12. JOINT VENTURE PROPOSAL REQUIREMENTS

When proposing as a joint venture, all members of the joint venture shall sign the SF 1442 and the bid bond unless a written agreement by the joint venture is furnished with the proposal designating one firm with the authority to bind the other member(s) of the joint venture. In addition, a copy of the joint venture agreement shall be submitted with the proposal. Failure to comply with the foregoing requirements may eliminate the proposal from further consideration. If this is an 8(a) or HubZone joint venture, the offeror shall ensure that it complies with the applicable requirements of 13 CFR Part 124 and 13 CFR Part 126, respectively

1.13. SUBCONTRACTING PLAN/ SUBCONTRACTING GOALS REGARDING THE UTILIZATION OF

SMALL BUSINESS CONCERNS

(a) Application. This clause applies to all offerors submitting proposals.

(b) Federal Acquisition Regulations (FAR). Attention is directed to the following FAR and DFARS provisions contained in this solicitation:

52.219-8, Utilization of Small Business Concerns (Alternate I)

52.219-9, Small Business Sub Contracting Plan (Alternate I) (applies only to Large Business)

52.219-16, Liquidated Damages – Small Business Subcontracting Plan (applies only to Large Business)

252.226-7001, Utilization of Indian Organizations, Indian-Owned Economic Enterprises, and Native Hawaiian Small Business Concerns

(c) Goals. The U.S. Army Corps of Engineers considers the following goals reasonable and achievable for the performance of the resultant contract:

(i) 70 % of subcontracted amount contract amount with small business concerns.

(ii) 6.2 % of subcontracted amount contract amount with those small business concerns owned and controlled by socially and economically disadvantaged individuals.

(iii) 7.0 % of subcontracted amount contract amount with those small business concerns owned and controlled by women.

(iv) .9 % of subcontracted amount contract amount with those small business concerns owned and controlled by Service-Disabled Veterans.

(v) 9.8 % of subcontracted amount contract amount with those small business concerns owned and controlled by HUBZones.

(vi) 13.0 % of subcontracted amount contract amount with those minority institutions and historically black colleges and universities

(End of Section 00 21 00)

ACCOMPANYING AMENDMENT NO. 0003 TO SOLICITATION NO. W9126G-08-R-0192

Ft Polk Barracks & CEPs

Section 01 10 00 Page 1

Section 01 10 00

SUMMARY OF WORK

Table of Contents

Part 1 General Part 2 Design Part 5 Civil/Site Engineering Part 6 Architectural Part 7 Mechanical Engineering Part 8 Electrical Engineering Part 9 Structural Engineering Part 10 Optional Bid Items

Part 1 General

This Project includes 16 barracks and 4 CEP’s as presented in this document includes items identified on the Bid Schedule for inclusion in the Base Bids, as well as items identified as Optional Bid Items.

1.1 Purpose of Project

The original architectural and mechanical designs of the barracks and supporting central energy plants, accomplished in the 1970’s, did not provide for adequate control of humidity levels within the occupied spaces, resulting in the growth of mold and mildew on interior surfaces. The intent of this project is to minimize vapor transmission through the building envelop, improve energy efficiency, eliminate standing water in crawl spaces, provide dehumidified make-up air to provide proper space relative humidity, sealing of building envelope to minimize infiltration and provide consistent and proper chilled water supply temperatures. Design shall take into account the very humid climate and the effect of high winds and rain. Equipment, control strategies and building materials shall be selected to minimize the energy usage. The overall goal is to provide our troops with living quarters that they deserve and will last for the next 20 years.

1.2 Description of Work

This project shall include the design and construction for the revitalization of Barracks Buildings 293, 2278, 2279, 1150, 1154, 1156 1346, 1631, 1635, 1945, 1948, 1950, 2043, 1348, 2274, and 2386.

Included in this project is the design and construction of the revitalization of the Central Energy Plants 1172, 1628, 1941, and 2270 2271. All barracks shall be designed and constructed to house one soldier per room. This project completely rehabs 16 existing barracks, renovates 4 central energy plants, replaces chilled water distribution piping to all

Section 01 10 00 Page 2 connected buildings, replaces heating water distribution piping to all connecting buildings (Option 10.5) and makes other modification to existing barracks in order to incorporate new HVAC 4 pipe year round operation. Check section 10.0 for Solar and Gray Water Heat Recovery options.

There are 4 main Central Energy Plants (CEP) that provide heating and cooling to 7274 buildings including 15 of 16 barracks(bldg 293 has stand alone HVAC system). Chilled water is provided by a constant flow pumping system. The Chilled Water System (CHW) at this time cannot provide a variable flow design which is needed for reduced pumping energy and chiller capacity turndown on low load days.

All heating for building heat and domestic water is produced at the CEP’s using medium temperature hot water boilers or steam boilers (this includes all 7274 buildings). The contractor shall study the lifecycle cost effectiveness of decentralizing heating for building heat and domestic hot water for all connected buildings to the CEP’s for option 10.510.3.(see part 10.3) The Contractor shall perform a thorough inspection of the Barracks, CEP’s, and all other buildings affected by the CEP’s prior to bidding. The Contractor shall be responsible for verifying all conditions and dimensions as stated in this document.

Part 2 Design

2.1 DESIGN REQUIREMENTS

The project shall be designed and constructed in accordance with the military criteria and in conjunction with industry standard criteria, materials and efficient practices. The latest version of building codes may be used as design guides as long as there are no conflicts with the above requirements. In the event that there is a conflict between standards, the military and industrial standards take precedence. The building design and the materials selected shall be high quality, durable, easily maintained and meet the specifications. The Contractor shall be responsible for the professional quality, code compliance, technical accuracy and coordination of all designs, drawings, specifications and other documents or publications upon which the design and construction are based.

2.2 INDUSTRY CRITERIA

Applicable design and construction criteria references are listed in Table 1 below following and shall be taken from the most current references as of the date of issue of the contract. This list is not intended to include all criteria that may apply or to restrict design and

Section 01 10 00 Page 3 construction to only those references listed. See also Paragraph 3 2.3 for additional facility-specific applicable criteria.

Table 1: Industry Criteria

Air Conditioning and Refrigeration Institute (ARI)

ARI 310/380 Packaged Terminal Air-Conditioners and Heat Pumps

ARI 440 Room Fan-Coil and Unit Ventilator

ANSI/ARI 430-99 Central Station Air Handling Units

ARI 445 550/590 Room Air-Induction Units Water chilling packages using the vapor compression cycle

ARI 880 890 Air Terminals Air diffusers

ARI 1060 Air to Air Heat Exchangers for Energy Recovery Ventilation Heat Equipment.

Air Movement and Control Association (AMCA)

AMCA 210 Laboratory Methods of Testing Fans for Rating

American Architectural Manufacturers Association (AAMA)

AAMA 605 Voluntary Specification Performance Requirements and Test Procedures for High Performance Organic Coatings on Aluminum Extrusions and Panels

AAMA 607.1 Voluntary Guide Specifications and Inspection Methods for Clear Anodic Finishes for Architectural Aluminum

AAMA 1503 Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors, and Glazed Wall Sections

American Bearing Manufacturers Association (AFBMA)

AFBMA Std. 9 Load Ratings and Fatigue Life for Ball Bearings

AFBMA Std. 11 Load Ratings and Fatigue Life for Roller Bearings

American Boiler Manufacturers Association (ABMA)

Section 01 10 00 Page 4

ABMA ISEI Industry Standards and Engineering Information

American Concrete Institute

ACI 318 Building Code Requirements for Structural Concrete

ACI 315 Details and Detailing of Concrete Reinforcement

ACI 530 Building Code Requirements for Masonry Structures

ADA Standards for Accessible Design

28 CFR Part 36

American Institute of Steel Construction (AISC)

Manual of Steel Construction – 13th Edition (or latest version)

American National Standards Institute 11 (ANSI)

ANSI Z21.45 Flexible Connectors of Other Than All-Metal Construction for Gas Appliances

ANSI/IEEE C2-2007 National Electrical Safety Code

ANSI/AF&PA NDS-2001 National Design Specification for Wood Construction

American Society of Civil Engineers (ASCE)

ASCE 7 Minimum Design Loads for Buildings and Other Structures

ASCE 37 Design and Construction of Sanitary and Storm Sewers, Manuals and Reports on Engineering Practice [sanitary sewer and storm drain design criteria]

American Society of Heating, Refrigerating and Air Conditioning Engineers

(ASHRAE)

ASHRAE 90.1-2004 2007 Energy Standard for Buildings Except Low-Rise Residential Buildings

ASHRAE Guideline 1-1996 The HVAC Commissioning Process

Section 01 10 00 Page 5

ASHRAE Hdbk-IP Handbook

Fundamentals I-P Edition

ASHRAE Standard 15 Safety Standard for Refrigeration Systems

ASHRAE Standard 62.1-

Ventilation for Acceptable Indoor Air Quality

American Society of Mechanical Engineers International (ASME)

ASME BPVC SEC VII Boiler and Pressure Vessel Code: Section VII Recommended Guidelines for the Care of Power Boilers

American Water Works Association (AWWA)

Standards [standards for water line materials and construction]

American Welding Society

Welding Handbook

Architectural Woodwork Institute (AWI)

Version 1.2 AWI Quality Standards 7th Edition

Associated Air Balance Council (AABC)

AABC MN-1 National Standards for Testing and Balancing Heating, Ventilating, and Air Conditioning Systems

AABC Associated Air Balance Council Testing and Balance Procedures

ASTM International

ASTM C1060-90(1997) Standard Practice for Thermo graphic Inspection of Insulation Installations in Envelope Cavities of Frame Buildings

ASTM E 779 (2003) Standard Test Method for Determining Air Leakage Rate by Fan Pressurization

ASTM E 2178 Air Barrier Material Standard

Section 01 10 00 Page 6

ASTM E 2357 Air Barrier Assembly Testing

ASTM C 1382 Evaluation of Sealant performance with EIF system

ASTM E1827-96(2002) Standard Test Methods for Determining Airtightness of Buildings Using an Orifice Blower Door

Builders Hardware Manufacturers Association (BHMA)

ANSI/BHMA A156.4 American National Standards for Door Controls – Closers

Building Industry Consulting Service International

Telecommunications Distribution Methods Manual (TDMM)

Customer-Owned Outside Plant Design Manual (CO-OSP)

Code of Federal Regulations (CFR)

10 CFR 430 Energy Conservation Program for Consumer Products

Consumer Electronics Association

CEA 709.1B Control Network Protocol Specification

CEA 709.3 Free-Topology Twisted-Pair Channel Specification

CEA 852 Tunneling Component Network Protocols Over Internet Protocol Channels

Electronic Industries Association (EIA)

EIA/TIA 568-B Commercial Building Telecommunications Cabling Standards

ANSI/EIA/TIA 569-B Commercial Building Standard for Telecommunications Pathways and Spaces

J-STD EIA/TIA 607 Commercial Building Grounding and Bonding Requirements for Telecommunications

Federal Highway Administration (FHWA)

FHWA-NHI-01-021 Hydraulic Engineering Circular No. 22, Second Edition, URBAN

Section 01 10 00 Page 7

DRAINAGE DESIGN MANUAL and U.S. Weather Bureau Technical Paper No. 40, dated May 1961

Illuminating Engineering Society of North America (IESNA)

IESNA Lighting Handbook Reference and Application

Institute of Electrical and Electronics Engineers Inc. (IEEE)

Standard for Use of the International System of Units (SI): the Modern Metric System

International Code Council (ICC)

IBC International Building Code

Note: All references in the International Building Code to the International Electrical Code shall be considered to be references to NFPA 70.

All references in the International Building Code to the International Fuel Gas Code shall be considered to be references to NFPA 54 and NFPA 58.

All references in the International Building Code to the International Fire Code shall be considered to be references to Unified Facilities Criteria (UFC) 3-600- 01.

IMC International Mechanical Code

IRC International Residential Code

IPC International Plumbing Code

IEC Energy Conservation Code (IEC) – Deleted DEC 2007- Refer to Paragraph 5 7.4, ENERGY CONSERVATION requirements.

IGC International Gas Code - not applicable. Follow NFPA 54, National Fuel Gas Code and NFPA 58, Liquified Petroleum Gas Code.

International Organization for Standardization (ISO)

ISO 6781:1983 Qualitative detection of thermal irregularities in building

Section 01 10 00 Page 8 envelopes – infrared method

LonMark International (LonMark)

LonMark Interoperability Guidelines

(available at www.lonmark.org), including: Application Layer Guidelines, Layer 1-6 Guidelines, and External Interface File (XIF) Reference Guide

LonMark Resource Files (available at www.lonmark.org), including Standard Network Variable Type (SNVT) definitions

Midwest Insulation Contractors Association (MICA)

National Commercial and Industrial Insulation Standards Manual

National Association of Corrosion Engineers International (NACE)

NACE RP0169 Control of External Corrosion on Underground or Submerged Metallic Piping Systems

NACE RP0185 Extruded, Polyolefin Resin Coating Systems with Adhesives for Underground or Submerged Pipe

NACE RP0285 Corrosion Control of Underground Storage Tank Systems by Cathodic Protection

NACE RP0286 Electrical Isolation of Cathodically Protected Pipelines

National Electrical Manufacturers Association (NEMA)

National Environmental Balancing Bureau (NEBB)

Procedural Standards Procedural Standards for Testing Adjusting Balancing of Environmental Systems

National Fire Protection Association (NFPA)

NFPA 10 Standard for Portable Fire Extinguishers

NFPA 13 Installation of Sprinkler Systems

NFPA 13R Residential Occupancies up to and Including Four Stories in Height Sprinkler Systems

Section 01 10 00 Page 9

NFPA 24 Standard for the Installation of Private Fire Service Mains and Their Appurtenances [underground fire protection system design]

NFPA 54 National Fuel Gas Code

NFPA 70 National Electrical Code

NFPA 72 National Fire Alarm Code

NFPA 80 Standard for Fire Doors and Fire Windows

NFPA 90a Installation of Air Conditioning and Ventilating Systems

NFPA 101 Life Safety Code

National Roofing Contractor’s Association (NRCA)

Roofing and Waterproofing Manual

Occupational Safety and Health Administration (OSHA)

Title 29, Part 1926 OSHA Construction Industry Standards, Title 29, Code of Federal Regulations, Part 1926, Safety and Health Regulations for Construction

Plumbing and Drainage Institute (PDI)

PDI WH201 Water Hammer Arrestors

Sheet Metal and Air Conditioning Contractor’s National Association (SMACNA)

SMACNA HVAC Duct Construction Standards

HVAC Duct Construction Standards - Metal and Flexible

SMACNA Architectural Manual

Architectural Sheet Metal Manual

SMACNA HVAC TAB HVAC Systems - Testing, Adjusting and Balancing

State/Local Regulations

State Department of Transportation Standard Specifications for Highway and Bridge Construction

Section 01 10 00 Page 10

Sedimentation and Erosion Control Design Requirements

Environmental Control Requirements

Storm Water Management Requirements

Steel Door Institute (SDI)

ANSI A250.8/SDI 100 Standard Steel Doors and Frames

Uniform Federal Accessibility Guidelines (UFAS)

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED-NC

Green Building Rating System for New Construction & Major Renovations, Version 2.2

Rainfall Frequency Atlas

US Atlas Rainfall frequency Atlas of the United States for Durations from 30 minutes to 24 hours, and return periods from 1 to 100 years.

2.3 MILITARY CRITERIA

The project shall conform to the following criteria. Certain design impacts and features due to these criteria are noted for the benefit of the offeror. However, all requirements of the referenced criteria will be applicable, whether noted or not, unless otherwise specified herein.

Energy Policy Act of 2005 (Public Law 109-58) Energy Independence and Security(EIS) Act of 2007

I3A Installation Information Infrastructure

Unified Facilities Criteria (UFC) 3-410-01FA: Heating, Ventilating, and Air Conditioning - applicable only to the extent specified in paragraph 5, herein.

UFC 3-580-01 Telecommunications Bldg Cabling Systems Planning/Design

UFC 3-600-01 Design: Fire Protection Engineering for Facilities

UFC 3-310-01 Design: Structural Load Data

Section 01 10 00 Page 11

UFC 3-230-17FA Drainage in Areas Other than Airfields

UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings

UFC 4-023-03 Design of Buildings to Resist Progressive Collapse

(a) Options to use tie force method or alternate path design

UFC 4-021-01 Design and O&M: Mass Notification Systems

Technical Guide for Installation Information Infrastructure Architecture (I3A)

(a) Email: DetrickISECI3Aguide@conus.army.mil .

PRECEDENCE

In the event of conflict between References and/or Applicable Military Criteria, the most stringent requirement will apply, unless otherwise specifically noted in the contract.

2.2 4 DESIGN FEATURES

The design of architectural, interior, structural, mechanical, fire protection, electrical, environmental, civil, and other engineering features of the work shall be accomplished and reviewed and approved by engineers, architects, and interior designers registered to practice in their respective professional field. Potable water and sanitary sewer designs and permitting for this project shall be prepared, signed and sealed under the direct supervision of a TEXAS Louisiana Licensed Professional Engineer.

in accordance with the applicable Texas Commission on Environmental Quality (TCEQ) rules. The Contractor shall comply with the requirements of general permit number LAR Permit No. 100000. The Contractor is responsible for providing and maintaining his pollution prevention plan.

The contractor shall be required to apply for Construction related storm water permits and pay the permitting fees. The contractor shall send a copy of the storm water application and proof of payment of the fee to the contracting officer, who will then forward to the installation’s environmental division (ENRMD). The contractor should be required to send the Louisiana Department for Environmental Quality a notice of termination of the storm water permit when construction activities are completed.

2.5 DESIGN UNITS

The designs shall be developed using the English inch-pound (I-P) system of units. This project includes inch-pound units of measurements.

Section 01 10 00 Page 12

Submittals for Government approval or for information only shall cover the I-P products actually being furnished for the project. The Contractor shall submit the required drawings and calculations in the same units used in the contract documents describing the product or requirement unless otherwise instructed or approved.

Parts 3 and 4 NOT USED

Part 5 Civil / Site Engineering

The goal of the drainage upgrade and overall drainage rehabilitation is to contribute to the overall functional efficiency, conservation of resources, economic stability, improve quality of life, and reduce moisture related problems resulting from poor drainage around the barracks.

5.1 TASK A

This task includes grading and erosion control modifications around

Buildings 2272, 2277, 1948, 1268, and 2044 at Fort Polk, Louisiana, (South Fort Polk). Repair items include but are not limited to the following:

grading, construction of retaining walls, sidewalks, trench drains, concrete curbs and surface inlets, clean-out existing inlets, removal of existing vegetation, and turfing with centipede sod. A more detailed Scope of Work of Barracks Drainage Upgrade Task A items has been provided in Appendix A1A2.

Estimated quantities for Task A are as follows:

TASK A Estimated Quantities Unit

Building 1268 6' Wide Sidewalk 1392 SF Retaining Wall 149 LF Solid Sod 7013 SF Surface Inlet 1 EA Regrading 7013 SF Concrete Steps 255 SF

East of Building 1268 Concrete Curb 122 LF Retaining Wall 114 LF Solid Sod 2277 SF Fill 4170 CF Concrete Sidewalk 120 SF

Building 1948

Section 01 10 00 Page 13

Block Retaining Wall 280 LF Remove Bushes 5 EA Solid Sod 17968 SF Sidewalk Trench Drain 11 LF 12" Storm Sewer Line 33 LF Regrading 14854 SF Fill 16770 CF

Building 2044-1 Turf Reinforcement Matting 2193 SF Solid Sod 12090 SF Retaining Wall 112 LF Sidewalk Trench Drain 55 LF Surface Inlet 1 EA 12" Storm Sewer Line 72 LF

Building 2272 Solid Sod 13252 SF Sidewalk Trench Drain 8 LF Regrading 13252 SF

Southwest of Building 2277 Solid Sod 5924 SF 12" Storm Sewer Line 28 LF Surface Inlet 1 EA Regrading 5924 SF

5.2 TASK B

This task includes grading and erosion control modifications around Buildings 1052, 1053, 1054, 1152, 1154, 1156, 1344, 1346, 1348, 1566, 1567, 1568, 1634, 1945, 2274 and 2387 at Fort Polk, Louisiana, (South Fort Polk). Repair items include but are not limited to the following:

grading, construction of retaining walls, sidewalks, trench drains, concrete curbs and surface inlets, clean-out existing inlets, removal of existing vegetation, and turfing with centipede sod. A more detailed Scope of Work of Barracks Drainage Upgrade Task B items has been provided in Appendix A2A1.

Estimated quantities for Task B are as follows:

TASK B Estimated Quantity Unit

Building 1052 Rock Blanket (3" thick) 5832 SF Solid Sod 10844 SF Retaining Wall 91 LF

Section 01 10 00 Page 14

Fill 4715 CF

Southwest of Building 1052 Concrete Curb 120 LF

Building 1053 Rock Blanket (3" thick) 5572 SF Solid Sod 3216 SF

Building 1054 (East Side) Solid Sod 2128 SF Concrete Sidewalk 166 SF Concrete Curb 113 LF Sidewalk Trench Drain 13 LF 12" Storm Drain Line 13 SF Lower Ex. Surface Inlet 1 EA Regrading 2128 SF

Building 1054 (West Side) Solid Sod 14045 SF Retaining Wall 654 LF Concrete Sidewalk 36 SF Concrete Sidewalk 18 LF Handrail 45 LF Fill 11063 CF Remove Trees 2 EA Regrading 14045 SF

Building 1152 (East Side) Solid Sod 8288 SF 6' Wide Sidewalk 52 LF New SI Grate 2 EA 12" Storm Drain Line 5 LF Retaining Wall 10 LF Sidewalk Trench Drain 7 LF Regrading 8288 SF

Building 1152 (West Side) Solid Sod 10232 SF Locate Missing Manhole 1 EA Sidewalk Trench Drain 9 LF Retaining Wall 512 LF Fill 7076 CF

Building 1154 Block Retaining Wall 131 LF Remove Trees 3 EA Solid Sod 5297 SF

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Fill 6621 CF

Building 1156 Solid Sod 5699 SF 4' Wide Sidewalk 53 LF Retaining Wall 289 SF Raise Fire Hydrant 1 EA Fill 2850 CF

Building 1344 Solid Sod 12668 SF Turf Reinforcement Matting 4205 SF Sidewalk Trench Drain 16 LF Concrete Sidewalk 554 SF Surface Inlet 1 EA 12" Storm Drain Line 35 LF New SI Grate 2 EA Remove Trees 1 EA Regrading 16873 SF

Building 1346 Solid Sod 11030 SF Retaining Wall 299 LF 6' Wide Sidewalk 188 LF Steps 26 SF Handrail 8 LF Remove Trees 1 EA Regrading 11030 SF

Building 1348 Solid Sod 8799 SF Sidewalk Trench Drain 12 LF Remove Trees 3 EA

Building 1566 Sidewalk Trench Drain 12 LF Solid Sod 25 SF 12" Storm Drain Line 47 LF

Building 1567 Solid Sod 14453 SF Sidewalk Trench Drain 22 LF Retaining Wall 348 LF New SI Grate 1 EA Surface Inlet 1 EA 15" Storm Drain Line 84 LF Fill 2975 CF Regrading 14453 SF

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Building 1568 Solid Sod 22917 SF Retaining Wall 372 LF Concrete Sidewalk 15 LF Sidewalk Trench Drain 13 LF Sidewalk Drain 1 EA New SI Grate 1 EA Regrading 22917 SF

Building 1634 Solid Sod 100 SF Concrete Sidewalk 120 SF Remove Trees 1 EA

Building 1945 Solid Sod 3960 SF Sidewalk Trench Drain 8 LF New SI Grate 1 EA

Building 2274 Solid Sod 12239 SF Retaining Wall 27 LF Remove Trees 5 EA

Building 2387 Concrete Sidewalk 235 SF 12" Storm Drain Line 12 LF Sidewalk Trench Drain 10 LF

5.3 TASK C

This task includes storm drainage analysis to determine the extent of modifications required to upgrade the existing storm drainage system to convey the 10-yr, 24 hour storm event. Also included in this task will be the verification of existing utility locations by topographic survey methods.

As part of the analysis, an inlet capacity assessment of the existing inlets shall be performed. The report shall also include hydraulic grade line calculations of the existing system. Finally, the report shall give recommendations to upgrade the system. The area to be analyzed at Folk Polk, Louisiana is divided into the following sub areas:

Area C1 consists of the 1000 through 1300 Blocks and is bound by 4th Street to the north, Mississippi Ave. to the west, 9th Street to the south, and Alabama Ave. to the east.

Area C2 consists of the 1500 through 1600 Blocks and is bound by 10th

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Street to the north, Mississippi Ave. to the west, 12th Street to the south, and Alabama Ave. to the east.

Area C3 consists of the 1900 through 2000 Blocks and is bound by Louisiana Ave. to the north, Mississippi Ave. to the west, 16th Street to the south, and Alabama Ave. to the east.

Area C4 consists of the 2200 through 2300 Blocks and is bound by Bellrichard Ave. to the north, Mississippi Ave. to the west, 22th Street to the south, and Alabama Ave. to the east.

Areas C1-C4 are shown on drawings located in Appendix A3.

To aid in the analysis, a study of the problem areas (FP_Drainage Problems-Solutions.pdf) has been provided in Appendix A4. Storm drainage plans as well as the post utility maps for the area are provided in Appendix A5. Microstation .dgn files of the utility maps are available upon request. The contractor shall not start work on Task D work below until Task C work has been approved. The government shall have 30 days to review the analysis.

5.4 TASK D

This task includes the design of the new storm drainage system. The limits of the area to be designed are stated in Task C. New design elements include but are not limited to the following: demolition of existing drainage pipes and structures, new drainage, grading, sidewalk repairs, drainage inlets, clean-out of existing inlets, patching of asphalt to match existing, removal of existing vegetation, and final stabilization with centipede sod. Also included in this task will be the use of Subsurface Utility Engineering (SUE) Level B surveying. Prior to completion of the final storm drainage alignment, the contractor shall perform a SUE investigation along the location of the new storm drainage alignment and adjust the alignment as needed to avoid utility conflicts. The results of the SUE investigation are to be provided to the government.

5.5 TASK E

This task includes the construction of the new storm drainage system based on the design completed in Task D.

Estimated quantities for Task E are as follows:

TASK E Estimated Quantities Unit

1000 Block Demo 15" Storm Sewer 790 LF Demo 24" Storm Sewer 66 LF

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Demo Headwall - 24" 1 EA Demo Pavement/Repair 2140 SF Modify Storm Manhole 3 EA Modify Storm Inlet 7 EA New 18" Storm Sewer 790 LF New 27" Storm Sewer 66 LF New Headwall - 27" 1 EA Solid Sod - Centipede 8560 SF

1100 Block Demo 12" Storm Sewer 370 LF Demo 15" Storm Sewer 410 LF Demo 18" Storm Sewer 223 LF Demo 21" Storm Sewer 615 LF Demo 30" Storm Sewer 178 LF Demo Pavement/Repair 4490 SF Modify Storm Manhole 3 EA Modify Storm Inlet 17 EA New 12" Storm Sewer 176 LF New 15" Storm Sewer 194 LF New 18" Storm Sewer 410 LF New 21" Storm Sewer 223 LF New 24" Storm Sewer 615 LF New 30" Storm Sewer 178 LF Solid Sod - Centipede 17960 SF

1200 Block Demo 15" Storm Sewer 351 LF Demo 18" Storm Sewer 501 LF Demo 21" Storm Sewer 194 LF Demo Pavement/Repair 2615 SF Modify Storm Manhole 3 EA Modify Storm Inlet 11 EA New 18" Storm Sewer 351 LF New 21" Storm Sewer 501 LF New 24" Storm Sewer 194 LF Solid Sod - Centipede 10460 SF

1300 Block Demo 12" Storm Sewer 255 LF Demo 15" Storm Sewer 129 LF Demo 18" Storm Sewer 277 LF Demo 24" Storm Sewer 708 LF Demo 30" Storm Sewer 162 LF Demo Headwall - 30" 1 EA Demo Pavement/Repair 3828 SF Modify Storm Manhole 1 EA Modify Storm Inlet 16 EA

Section 01 10 00 Page 19

New 15" Storm Sewer 255 LF New 18" Storm Sewer 129 LF New 21" Storm Sewer 277 LF New 27" Storm Sewer 708 LF New 33" Storm Sewer 162 LF New Headwall - 33" 1 EA Solid Sod - Centipede 15310 SF

1500 Block Demo 21" Storm Sewer 704 LF Demo 24" Storm Sewer 313 LF Demo 30" Storm Sewer 67 LF Demo 36" Storm Sewer 27 LF Demo Pavement/Repair 2778 SF Modify Storm Manhole 2 EA Modify Storm Inlet 6 EA New 24" Storm Sewer 704 LF New 27" Storm Sewer 313 LF New 33" Storm Sewer 67 LF New 42" Storm Sewer 27 LF Solid Sod - Centipede 11110 SF

1600 Block Demo 12" Storm Sewer 167 LF Demo 15" Storm Sewer 601 LF Demo 18" Storm Sewer 442 LF Demo 30" Storm Sewer 69 LF Demo 36" Storm Sewer 138 LF Demo Pavement/Repair 3543 SF Modify Storm Manhole 3 EA Modify Storm Inlet 14 EA New 15" Storm Sewer 167 LF New 18" Storm Sewer 601 LF New 21" Storm Sewer 442 LF New 33" Storm Sewer 69 LF New 42" Storm Sewer 138 LF Solid Sod - Centipede 14170 SF

1900 Block Demo 24" Storm Sewer 219 LF Demo Pavement/Repair 548 SF Modify Storm Manhole 1 EA Modify Storm Inlet 1 EA New 27" Storm Sewer 219 LF Solid Sod - Centipede 2190 SF

2000 Block Demo 21" Storm Sewer 144 LF

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Demo 30" Storm Sewer 66 LF Demo Headwall - 30" 1 EA Demo Pavement/Repair 525 SF Modify Storm Manhole 2 EA New 24" Storm Sewer 144 LF New 33" Storm Sewer 66 LF New Headwall - 33" 1 EA Solid Sod - Centipede 2100 SF

2200 Block Demo 12" Storm Sewer 1737 LF Demo 15" Storm Sewer 1180 LF Demo 18" Storm Sewer 338 LF Demo 21" Storm Sewer 839 LF Demo 24" Storm Sewer 53 LF Demo 27" Storm Sewer 124 LF Demo Pavement/Repair 10678 SF Modify Storm Manhole 8 EA Modify Storm Inlet 37 EA New 12" Storm Sewer 217 LF New 15" Storm Sewer 1520 LF New 18" Storm Sewer 1180 LF New 21" Storm Sewer 338 LF New 24" Storm Sewer 839 LF New 27" Storm Sewer 53 LF New 30" Storm Sewer 124 LF Solid Sod - Centipede 42710 SF

2300 Block Demo 12" Storm Sewer 855 LF Demo 15" Storm Sewer 454 LF Demo 18" Storm Sewer 122 LF Demo 21" Storm Sewer 371 LF Demo 27" Storm Sewer 272 LF Demo Pavement/Repair 5185 SF Modify Storm Manhole 5 EA Modify Storm Inlet 22 EA New 15" Storm Sewer 855 LF New 18" Storm Sewer 454 LF New 21" Storm Sewer 122 LF New 24" Storm Sewer 371 LF New 30" Storm Sewer 272 LF Solid Sod - Centipede 20740 SF

5.6 TASK F

This task includes the design and construction of grading and erosion control modifications around Buildings 1150, 1172, 1628, 1631, 1635, Section 01 10 00 Page 21

1941, 1945, 1950, 2043, 2270 2271, 2274, 2278, 2279, and, 2386 at Fort Polk, Louisiana, (South Fort Polk). Repair items include but are not limited to the following: grading, construction of retaining walls, sidewalks, trench drains, concrete curbs and surface inlets, clean-out existing inlets, removal of existing vegetation, and turfing with centipede sod. A detailed Scope of Work for these buildings has not been developed. It is the intent that the Scope of Work will be similar as that shown in Task A and B. The contractor shall base his price on the quantities shown in the bid schedule.

Estimated quantities for Task F are as follows:

TASK F Estimated Quantities Unit

Building 1150 New 6' Wide Conc. Sidewalk 100 LF Centipede Sod 11000 SF Regrading 11000 SF Fill 200 CY

Building 1172 New 6' Wide Conc. Sidewalk 100 LF Centipede Sod 11000 SF Regrading 11000 SF Fill 200 CY

Building 1628 New 6' Wide Conc. Sidewalk 100 LF Centipede Sod 11000 SF Regrading 11000 SF Fill 200 CY

Building 1631 New 6' Wide Conc. Sidewalk 100 LF Centipede Sod 11000 SF Regrading 11000 SF Fill 200 CY

Building 1635 New 6' Wide Conc. Sidewalk 100 LF Centipede Sod 11000 SF Regrading 11000 SF Fill 200 CY

Building 1941 New 6' Wide Conc. Sidewalk 100 LF Centipede Sod 11000 SF Regrading 11000 SF Fill 200 CY

Section 01 10 00 Page 22

Building 1950 New 6' Wide Conc. Sidewalk 100 LF Centipede Sod 11000 SF Regrading 11000 SF Fill 200 CY

Building 2043 New 6' Wide Conc. Sidewalk 100 LF Centipede Sod 11000 SF Regrading 11000 SF Fill 200 CY

Building 2271 New 6' Wide Conc. Sidewalk 100 LF Centipede Sod 11000 SF Regrading 11000 SF Fill 200 CY

Building 2274 New 6' Wide Conc. Sidewalk 100 LF Centipede Sod 11000 SF Regrading 11000 SF Fill 200 CY

Building 2278 New 6' Wide Conc. Sidewalk 100 LF Centipede Sod 11000 SF Regrading 11000 SF Fill 200 CY

Building 2279 New 6' Wide Conc. Sidewalk 100 LF Centipede Sod 11000 SF Regrading 11000 SF Fill 200 CY

Building 2386 New 6' Wide Conc. Sidewalk 100 LF Centipede Sod 11000 SF Regrading 11000 SF Fill 200 CY

5.7 TASK G (included in Part 10.1)

This task includes the design and construction of demolition associated with parking within the 82’ building setback as dictated by UFC 4-010-01.

The contractor shall remove the existing pavement section, install new

Section 01 10 00 Page 23 curb and gutter at the edge of the new pavement, and maintain positive drainage in the area. The phasing of this work will correspond to the phasing of each building. Buildings affected by the 82’ setback requirements are shown in drawings C1-C4 located in Appendix A3.

Estimated quantities for Task G are as follows:

TASK G Estimated Quantities Unit

Building 293 Demo Curb and Gutter 340 LF Demo Pavement 3300 SF New Curb and Gutter 240 LF

Building 1156 Demo Curb and Gutter 90 LF Demo Pavement 1300 SF New Curb and Gutter 90 LF

Building 1346 Demo Curb and Gutter 100 LF Demo Pavement 1700 SF New Curb and Gutter 90 LF

Building 1631 Demo Curb and Gutter 200 LF Demo Pavement 3200 SF New Curb and Gutter 200 LF

Building 1948 Demo Curb and Gutter 250 LF Demo Pavement 4100 SF New Curb and Gutter 250 LF

Building 1950 Demo Curb and Gutter 140 LF Demo Pavement 2200 SF New Curb and Gutter 140 LF

Building 2043 Demo Curb and Gutter 150 LF Demo Pavement 2600 SF New Curb and Gutter 180 LF

5.8 TASK H Milling/ Overlay and Striping(Option)

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Option 7. This task includes the milling, overlaying, and Asphaltic Surface Treatment (AST) of the existing parking lot as follows: The contractor shall mill 1.5 inches of the existing asphalt in a 2’ wide strip adjacent to all curbs in the parking lots affected by the storm drainage upgrade as detailed in Task C. Milling shall be in accordance with Louisiana Department of Transportation and Development (LDOTD) Specification Section 509. The total area is 6 acres.

The contractor shall apply 1.5 inches of asphalt overlay at the locations milled. Asphalt cement used in the overlay shall be grade PG 70-22m, in accordance with LDOTD Specification Section 502. Aggregates used in the overlay shall be Size 2 or 3 in accordance with LDOTD Specification Section 1003.

The contractor shall apply 51.5 acres of AST (Type D) in accordance with LDOTD Specification Section 507 in the parking lots affected by the storm drainage upgrade as detailed in Task C and that are not being overlayed per this option. Aggregates for AST shall be Size 2 or 3 in accordance with LDOT Specification Section 1003.

Payment paragraphs stated in Sections 502, 507, 509, and 1003 shall not apply. The contractor shall re-stripe the affected areas (72,000 LF of striping). Typical parking spaces shall be 9 feet in width by 18 feet in length. The contractor shall submit his striping plan to the Contracting Officer for approval prior to beginning striping operations.

Option 8. This task includes the milling, overlaying, and AST of the existing parking lot as follows: The contractor shall mill 1.5 inches of the existing asphalt in the parking lots affected by the storm drainage upgrade as detailed in Task C. Milling shall be in accordance with Louisiana Department of Transportation and Development (LDOTD) Specification Section 509. The total area is 20 acres.

The contractor shall apply 1.5 inches of asphalt overlay…