SF 1442 23-B-0002 Amendment Conformed.pdf

0011837263

PROJECT TITLE: Open-end Replace/Repair Fencing and Related Work at Various Army Installations on Oahu, HI, FEWR: RH000722J

MAGNITUDE OF CONSTRUCTION: Betw een $5,000,000 and $10,000,000.

NAICS: 238990

SMALL BUSINESS SIZE STANDARD: $16.5M

This requirement is an 8(a) set-aside and is limited to eligible 8(a) participants IAW FAR 52.219-18.

X

MELODIE E CLARE (808) 787-8894

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

22-Nov-2022

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

X

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______ calendar days and complete it w ithin ________ calendar days after receiving aw ard, notice to proceed. This performance period is mandatory, X negotiable. (See _________________________per task order

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specified in Item 8 by ___________ local time ______________13 Dec 2022 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______120 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

413 CSB

413TH CSB, RCO-HAWAII,

742 SANTOS DUMONT AVENUE

BLDG 108, 3RD FLOOR (WAAF)

SCHOFIELD BARRACKS HI 96857-5026

W912CN

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

09:00 AM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: TEL: FAX:

W912CN23B0002 464

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

W912CN23B0002

Section 00 10 00 - Solicitation

SUBMISSION REQUIREMENTS

1. 100% SET-ASIDE FOR 8(A) COMPETITIVE FIRMS. The proposed contract is limited to qualifying 8(a) firms.

All other firms are deemed ineligible to submit offers. The NAICS is 238990 and the Size Standard is $16.5 Million.

Bids from contractors that do not meet this size standard will be deemed non-responsive and ineligible to submit bid.

2. CONTRACT TYPE: The Government intends to award a firm fixed price requirements-type construction contract. Split or multiple awards will not result from this acquisition.

3. PERIOD OF PERFORMANCE: The anticipated period of performance will be a base year and four (4) one-year option periods as shown below:

Base Year: 1 FEB 2023 – 31 JAN 2024

Option 1: 1 FEB 2024 – 31 JAN 2025 Option 2: 1 FEB 2025 – 31 JAN 2026 Option 3: 1 FEB 2026 – 31 JAN 2027 Option 4: 1 FEB 2027 – 31 JAN 2028 52.517-8 6 Months

4. QUESTIONS. Questions must be submitted by email to Melodie Clare, melodie.e.clare.civ@army.mil with CC to Mark Dahilig, mark.r.dahilig.civ@army.mil, with the IFB number W912CN-23-B-0002 in the subject line. Telephone and faxed inquires will not be accepted. In order in ensure a timely response, questions must be submitted no later than 10:00am, seven days after the date of IFB issuance as identified in Block 3 of the solicitation. Questions and responses will be issued on an amendment. Any questions received after the due date may not be answered.

5. AWARD. Award will be made to the responsible bidder whose bid is responsive to the terms and conditions of the IFB and is most advantageous to the Government.

6. DUE DATE. All bids must be received by the due date indicated in the IFB.

7. BID OPENING DATE AND TIME. A face to face public bid opening will be conducted with a telephone conference option (see detail below). To attend the Bid Opening either in-person or via telephone, offerors must notify Melodie Clare, melodie.e.clare.civ@army.mil with CC to Mark Dahilig Mark.r.dahilig.civ@army.mil no later than seven days prior to the Bid Opening date. List the name, phone number, number of personnel attending and if joining in person or via teleconference. The conference call number and password will be provided via email.

Date & Time: Date & Time: 13 December 2022, 1000AM HST Location: Regional Contracting Office, Hawaii, Bldg 108, 3rd Floor (Located on Wheeler Army Airfield (WAAF)) Schofield Barracks, HI 96857 Teleconference Number: Will be emailed upon notification.

INSTRUCTION TO OFFEROR

1. PROPOSAL SUBMITTAL. Contractor shall provide a complete breakdown of cost proposal. Contractor shall provide price line items for each CLIN listed on SF 1442 as the price schedule.

2. (a) Proposal Submission Requirement:

Bids shall be submitted by date and time specified in Block 13.A. of the SF 1442. Subject line of the email will read – Solicitation W912CN-23-B-0002, short description. Bid shall be emailed to Melodie Clare, Contract Specialist, at melodie.e.clare.civ@army.mil and CC to Mark Dahilig, Contracting Officer, at mark.r.dahilig.civ@army.mil

SUBMISSION REQUIREMENT

1. Offers shall include the following:

a. Completed Standard Form 1442.

b. Completed Schedule of offer/bids/prices. All unit price and estimated amount filled out.

c. Completed Attachment 1 Bid Attachment.

d. Signed or other acknowledgement of all amendments.

e. Completed Representation and Certifications.

f. Bid Guarantee in accordance with FAR 52.228-1.

2. Offerors shall furnish unit prices and extended total for all items listed on the schedule of bid items in

Section 00 10 00. In the event there is a difference between the unit price and the extended total, the unit price will be the intended bid. In the event the unit price or extended total are omitted for any item, the bid will be deemed non-responsive.

3. Facsimile proposals/Bids will not be considered.

4. Telegraphic proposals/Bids will not be considered.

5. Proposals /Bids must be submitted by date and time specified in Block 13 above.

GENERAL INFORMATION:

1. Scope of Work: This is a firm fixed price requirements-type construction contract to furnish all labor, materials, equipment, management, supervision, tools, transportation and other incidental items for Repairs and Installation of Chain-link Fencing and related work at Various Army Installations, on the Island of Oahu, Hawaii

2. The contractor shall submit a safety plan within 30 days of award or 7 days prior to commencement of on-site work, whichever occurs first in accordance with the AR 385-10, Construction Safety, US Army Corps of Engineers "Safety and Health Requirements Manual (EM 385-1-1)" and Occupational Safety and Health Administration (OSHA) regulations.

3. To assure compliance with general construction trade practice, the contractor shall establish and maintain quality control for materials and work. The Government may perform inspections and conduct tests while the contractor's work is in process to assure compliance to performance standards.

4. Existing conditions or areas damaged or disturbed by the contractor's operation shall be restored to their original condition, or near original condition as possible, to the satisfaction of the Contracting Officer at no additional cost to the Government.

5. Prior to start of any excavation or trenching work, the contractor shall obtain clearance, in writing, from the appropriate communications agency and from the Directorate of Public Works.

6. Interruptions to existing utilities shall be held to a minimum. A schedule for any required power or water outages shall be submitted to the Contracting Officer a minimum of four weeks prior to the intended outage.

7. The contractor shall establish work procedures and methods to prevent interference with existing operations within or adjacent to the construction area.

8. The Contractor’s normal working hours will be 7:30 a.m. – 4:30 p.m. Monday thru Friday. The Contractor will not normally work on Saturdays, Sundays, or Holidays. If the Contractor chooses to work outside the normal working hours, Contractor must submit an application to the Contracting Officer in writing one week prior to the requested work for approval.

9. Rubbish and debris shall be removed from Government-controlled property daily unless otherwise directed, so as not to allow accumulation inside or outside the building. Materials that cannot be removed daily shall be stored in areas designated by the Contracting Officer.

10. The contractor shall provide, install, and maintain all necessary signs, lights, barricades, markers, cones, flagmen, and other protective facilities and shall take all necessary precautions for the protection and for the convenience and safety of military and public traffic (vehicular and pedestrian).

11. The amount of dust resulting from the contractor's work shall be controlled to prevent the spread of dust and to avoid creation of a nuisance in the surrounding area. Use of water will not be permitted when it will result in, or create, hazardous or objectionable conditions such as flooding and pollution.

12. The contractor shall obtain the necessary hot work permit from the appropriate Fire Department prior to any welding, burning, and torching operations.

13. Daily Clean-up - During the course of the work, the Contractor shall keep the entire premises free from any accumulation of empty cans, rags, etc. or rubbish that constitutes a fire hazard. At the end of each days work, the Contractor shall remove all debris. The entire area shall be cleaned and left in a condition acceptable to the Technical Representative of the Contracting Officer.

14. Storage area will not be provided.

15. When available, the Government may provide a reasonable amount of water and electricity. If not available or cannot be provided it shall be specified in the task order documents.

16. The Contractor shall be responsible to have a quality control program to ensure services are performed in accordance with the Scope of Work and commonly accepted commercial practices.

17. The Contractor is required to follow DPW’s Best Management Practice (BMP) of Storm Water Compliance.

Copy will be provided at the pre-construction conference, if requested.

18. The work shall be constructed using best practices per industry standards. The Contractor shall abide by all applicable regulations to include Federal, State, local requirements.

19. Progress of Work. Contractor shall submit all proposed work schedules to the Contracting Officer for review/approval within ten (10) calendar days after issuance of the Notice to Proceed (NTP) unless otherwise specified.

20. Contractor shall submit schedule of values as a material submittal within 30 days of contract award for projects at or above $250,000. Schedule of values will be sent with requested billings to the project inspector and CC the COR to justify billing requests.

21. If a dumpster is provided for this contract, contractor shall include a sign on the dumpster with their name/address/phone and indicate the dumpster is only used for construction debris.

22. Abbreviations used in the Unit column: (use if applicable)

CY = Cubic Yard; LH = Labor Hours; SF = Square Foot; EA = Each; LF = Linear Foot; SY = Square Yard

23. Contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes."

24. Identification of Contractor Employees.

a. Provide each employee with identification (ID) badge made of nonmetallic material, easily readable and including employee’s name, contractor’s name, functional area of assignment, with recent color photograph of the employee.

b. All contractor personnel shall wear the ID badge at all times when performing work under this contract at a Government site, including while attending Government meetings that may take place outside the Government facility. Contractor employee shall wear the ID badge in a conspicuous place on the front of exterior clothing above the waist except when safety or health reasons prohibit such placement.

25. ESTIMATED QUANTITIES: All quantities are estimated and are stated for the information of the prospective contractors. The actual quantities ordered may be more or less than the estimated quantities. (See clause at 52.216- 21, Section 00 70 00 entitled “Requirements”). As a prerequisite, there must be (i) adequate and sufficient funds available to cover the order, and (ii) an administrative determination by the Government that the requirement exists.

26. ISSUANCE OF TASK ORDERS

(a) The work to be accomplished under this contract will be performed via issuance of a task order. The Contractor shall coordinate all work with the Contracting Officer in order that there will be a minimum of interruption and inconvenience to the Government. Scheduling and programming of work shall be arranged during the pre-construction conference.

(b) Survey of Unit Price Items: At least ten (10) workdays prior to the issuance of a task order, a joint inspection by the Contractor and the Contracting Officer Representative shall be made to determine the work to be accomplished therein. Survey will be conducted within two (2) workdays of notification by the COR. During the inspection and survey, both parties will jointly annotate on the order form to be prescribed by the Contracting Officer, the quantity for each unit price item that is to be utilized. The Contracting Officer will confirm the starting and completion date of work for each unit in the task order.

27. HARDWARE, PAINT and items on the mandatory procurement list are to be purchased from AbilityOne.

Please refer to FAR Clause 52.208-9. See website http://www.abilityone.com for ordering instructions.

Unless otherwise specified herein, the contractor shall furnish all supplies, material and equipment necessary for the performance of work under this contract. The contractor shall utilize products and materials made from biobased materials (e.g. biobased degreasers and biobased toilet bowl cleaner) to the maximum extent practical without jeopardizing the intended end use or detracting from the overall quality delivered to the end user. The EPA’s Comprehensive Procurement Guidelines and product list can be found at http://www.epa.gov/epawaste/conserve/tools/cpg/index.htm.

Upon request of the COR, the contractor shall submit a list indicating the name of the manufacturer, the brand name, and the intended use of each of the materials used in the performance of its work. The Contractor shall not use any materials, chemicals, or compound which the COR determines would be unsuitable for the intended purpose or harmful to the surfaces to which applied or, as might be the case for such items as paper or soap products, unsatisfactory for use by occupants. For biobased content products evaluation, all non-chemical products proposed for use under this contract must conform to the Department of Agriculture (USDA) Designated Biobased Products List (DBPL) whenever practicable.

28. APPLICABLE CODES AND REGULATIONS

28.1. The latest edition of the following Codes, regulations, guides, and criteria shall be used for all design and construction under this contract. If there is a conflict between these codes or regulations and these contract specifications the Unified Facility Criteria will override. The Contractor shall have a copy of each of these documents available for use during the term of this contract.

The Unified Facility Criteria (UFC) documents including, but not limited to:

UFC 3-410-01 Design: Heating, Ventilating, And Air Conditioning UFC 4-010-01 Dod Minimum Antiterrorism Standards For Buildings UFC 3-600-01 Design: Fire Protection Engineering For Facilities UFC 1-200-01 DoD Building Code (General Building Requirements

A complete listing can be obtained at http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4

28.2. The Unified Facility Guide Specifications are mandatory for all work required under this contract. The contractor is responsible for obtaining the Unified Facility Guide Specifications and for maintaining updates to the specifications. The specifications whether referenced or not (in whole or part), shall be considered to be a part of all task orders issued under this contract. Where two specifications are listed for a certain item of work the Army section as denoted by an “A” shall be used. When there is no Army designated spec use the Navy (denoted by “N”) or in the absence of either use an industry standard specifications or others listed in the Construction Criteria Base CCB. A complete listing of the UFGS Division 01 - General Requirements can be obtained at https://wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs

28.3. The following are additional criteria, codes, regulations and guides which shall be incorporated into all designs and used for construction:

ASHRAE 90.1 Energy Standard for Buildings Except Low-Rise Residential Buildings EPACT 2005 Energy Policy Act of 2005, Public Law 109-58.

IBC, International Building Code IEEE C2, National Electrical Safety Code IESNA Illuminating Engineering Society of North America MIL HDBK 1190, Military Handbook for Facility Planning and Design Guide MIL HDBK 1191, Military Handbook for Medical and Dental Treatment Facilities, Design and Construction Criteria Guide National Electrical Contractors Association (NECA) National Electrical Installation Standards (NEIS) TI 800-01, Design Criteria TI 800-03, Technical Requirements for Design-Build TM 5-811-3, Electrical Design: Lightning and Static Electricity Protection •USDA – Rural Utility Service (RUS) RUS 1728F-310 Drawing Index 35.5 to 69 kV RUS 1728F-804 Drawing Index 12.5 & 7.2 kV RUS 1724D-101B System Planning Guide RUS 1724D-104 Econ Worksheet RUS 1724E-152 OH Dist. Line Conductors Mechanics RUS 1724E-153 Guys and Anchors RUS 1724E-154 Distribution Conductor Clearances and Span Limitations RUS 1724E-200 Design Manual HV Transmission Lines RUS 1724E-203 Upgrading RUS Transmission Lines RUS 1724E-204 Specs Steel Pole H Frame RUS 1724E-205 Embedment Depths RUS 1724E-214 Guide Specifications For Standard Class Steel Transmission Poles RUS 1724E-300 Rural Sub Station Design

RUS 1724E-224 Specifications and Drawings for Steel Poles RUS 1728F-804 Specifications and Drawings for 12.47/7.2 kV Line Construction RUS 1728F-806 Specifications for Underground Distribution RUS 1728F-810 Specifications and Drawings for 34.5 to 69 kV RUS 1730B-121 Pole Inspection and Maintenance RUS 1751F-650 Aerial Plant Guying and Anchoring UEP-steel poles Guidelines for the Use Steel Distribution Poles Uniform Building Code Uniform Mechanical Code Uniform Plumbing Code Standard Building Code National Electrical Code (NEC) American National Standards Institute (ANSI) C-2, national Electrical Safety Code (QIESC) Life Safety Code, National Fire Protection Association (NFPA) 101 National Fire Protection Association (NFPA) 70 MIL Handbook 1190

Occupational safety and Health Administration (OSHA) Regulation www.OSHA.gov National Fire protection Association (NFPA) Regulations www.NFPA.org Directorate of Public Works, Environmental Division, US Army Garrison Hawaii (USAG-HI) https://home.army.mil/hawaii/index.php/garrison/dpw/environmental-a-z

28.4. Workmanship shall be governed by the preceding documents and National Electrical Contractors Association (NECA) listed below:

NECA 100-2006 - Electrical Symbols Set © 2006, NECA NECA 100-2006 - Symbols for Electrical Construction Drawings (ANSI) © 2006, NECA NECA 101-2006 - Standard for Installing Steel Conduit (Rigid, IMC, EMT) (ANSI) © 2006, NECA NECA 102-2004 - Standard for Installing Aluminum Rigid Metal Conduit (ANSI) © 2004, NEIS NECA 111-2003 - Standard for Installing Nonmetallic Raceways (RNC, ENT, LFNC) (ANSI) © 2003, NECA NECA 1-2010 - Standard Practice of Good Workmanship in Electrical Construction (ANSI) © 2010, NECA NECA 120-2006 - Standard for Installing Armored Cable (Type AC) and Metal-Clad Cable (Type MC) (ANSI) ©

2006, NECA

NECA 121-2007 - Standard for Installing Nonmetallic-Sheathed Cable (Type NM) and Underground Feeder and Branch-Circuit Cable (Type UF) (ANSI) © 2007, NECA NECA 130-2010 - Standard for Installing and Maintaining Wiring Devices © 2010, NECA NECA 169 - Standard for Installing and Maintaining Arc-Fault Circuit Interrupters © 2010, NECA NECA 200-2010 - Recommended Practice for Installing and Maintaining Temporary Electric Power at Construction Sites (ANSI) © 2010, NECA NECA 202-2006 - Standard for Installing and Maintaining Industrial Heat Tracing Systems (ANSI) © 2006, NECA NECA 230-2010 - Standard for Selecting, Installing, and Maintaining Electric Motors and Motor Controllers

(ANSI) © 2010, NEIS

NECA 303-2005 - Standard for Installing Closed-Circuit Television Systems (CCTV) (ANSI) © 2005, NECA NECA 305-2010 - Standard for Fire Alarm System Job Practices (ANSI) © 2010, NECA NECA 331-2009 - Standard for Building and Service Entrance Grounding and Bonding (ANSI) © 2009, NECA NECA 400-2007 - Standard for Installing and Maintaining Switchboards (ANSI) © 2007, NECA NECA 402-2007 - Standard for Installing and Maintaining Motor Control Centers (ANSI) © 2007, NECA NECA 406-2003 - Standard for Installing Residential Generator Sets (ANSI) © 2003, NECA NECA 407-2009 - Recommended Practice for Installing and Maintaining Panelboards (ANSI) © 2009, NECA NECA 408-2009 - Standard for Installing and Maintaining Busways (ANSI) © 2009, NECA NECA 409 – 2009 - Standard for Installing and Maintaining Dry-Type Transformers (ANSI) © 2009, NECA NECA 410-2005 - Standard for Installing and Maintaining Liquid-Filled Transformers (ANSI) © 2005 NECA 411-2006 - Standard for Installing and Maintaining Uninterruptible Power Supplies (UPS) (ANSI) © 2006 NECA 420-2007 - Standard for Fuse Applications (ANSI) © 2007, NECA NECA 430-2006 - Standard for Installing Medium-Voltage Metal-Clad Switchgear (ANSI) © 2006, NEIS

NECA 503-2005 - Standard for Installing Fiber Optic Lighting Systems © 2005, NECA NECA 505 Standard for Installing and Maintaining High Mast, Roadway and Area Lighting © 2010, NECA NECA 700-2010 - Standard for Installing Overcurrent Protection to Achieve Selective Coordination • © 2010, NECA NECA 90 Recommended Practice for Commissioning Building Electrical Systems (ANSI) © 2009, NECA NECA/AA 104-2006 - Standard for Installing Aluminum Building Wire and Cable (ANSI) © 2006, NEIS NECA/BICSI 568-2006 - Standard for Installing Building Telecommunications Cabling (ANSI) © 2006, NECA NECA/BICSI 607-2011 - Standard for Telecommunications Bonding and Grounding Planning and Installation Methods for Commercial Buildings © 2011, NECA/BICSI NECA/EGSA 404-2007 - Standard for Installing Generator Sets (ANSI) © 2007, NECA NECA/FOA 301-2009 - Standard for Installing and Testing Fiber Optics (ANSI) © 2009, NEIS NECA/IESNA 500-2006 - Standard for Installing Indoor Lighting Systems (ANSI) © 2006, NECA, NECA/IESNA 501-2006 - Standard for Installing Exterior Lighting Systems (ANSI) © 2006, NEIS NECA/IESNA 502-2006 - Standard for Installing Industrial Lighting Systems (ANSI) © 2006, NECA NECA/MACSCB 600-2003 - Recommended Practice for Installing and Maintaining Medium- Voltage Cable

(ANSI) © 2003, NECA

NECA/NEMA 105-2007 - Standard for Installing Metal Cable Tray Systems (ANSI) © 2007, NECA NECA/NEMA 605-2005 - Recommended Practice for Installing Underground Nonmetallic Utility (ANSI) © 2005, NECA

EM 385-1-1 Corps of Engineers Manual, - Safety and Health Requirements Manual Additional publications and regulatory documents may be identified as required for individual task orders.

28.5. DPW requirements

a. Federal Fire. Electrical installation must be in accordance with NFPA 70E for electrical safety in the workplace.

b. Electrical. Power assessment as well as installation is to be done by a certified electrician/contractor, to determine existing power availability, assess whether existing infrastructure needs to be upgraded to accommodate those requirements and provide installation as required in compliance with NEC, NESC and UFC 3-520-01.

c. Environmental. Prior to disturbance of existing building materials, ensure asbestos, containing materials are identified in accordance with Army Regulation 200-1, Ch 9-2(b), Hawaii Administrative Rule Ch, 11-501, and 40 Code of Federal Regulations 61.140-156. Ensure all asbestos and lead paint are removed by a qualified and licensed contractor. Handling, storing and disposal of hazardous materials must be done in accordance with local, state and federal laws and regulations.

29. SF 1442 Attachment(s) Attachment 1: Excel Sheet Bid Attachment

STATEMENT OF WORK

SECTION 01026

STATEMENT OF WORK

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

No references this section.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

Furnish all labor, equipment, materials, and all incidental related services to perform replacement of Repairs/Installation of Chain-link Fencing and related work at Various Army Installations, on the Island of Oahu, Hawaii in accordance with the technical provisions prepared by the Directorate of Public Works, U.S. Army Garrison, Hawaii. Fence installation shall conform to UFC 4-022-03 Security Fences and Gates and FE-7 Chain Link Security Fence Details. The scope of work includes by this contract does not cover Fence Posts, Chain-Link Fencing or Chain-Link Fence related work which might arise as part of the contract to repair or renovate a building or group of buildings. The work covered by this contract does not include projects awarded by The U.S. Army Engineering District, Honolulu, excluding the Medical Facilities under Tripler (TAMC), to be designated during the contract period.

1.3 ESTIMATED QUANTITIES

The estimated quantities of work, indicated herein, are for information of The prospective Contractors. The actual quantities ordered may be more or Less than the estimated quantities.

1.4 LOCATIONS

The location of work sites shall be as follows:

Fort Shafter Area Fort Shafter Fort DeRussy Tripler Army Medical Center Aliamanu Military Reservation

Schofield Barracks Area Schofield Barracks (includes East Range & Leilehua Golf Course, Wheeler Army Airfield, and Helemano Military Reservation

The exact locations will be shown by the Contracting Officer.

1.5 ITEMS OF WORK

See Contract Schedule.

1.6 EXISTING WORK

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

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

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

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 15,000 Square

Foot

0001 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0001; Chain-link Fabric. (K Work) FOB: Destination

PURCHASE REQUEST NUMBER: 0011837263

PSC CD: Z2AA

NET AMT

0002 50 Linear

0002 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0002; Chain-link Fence w/Vertical Slats, complete w/Concrete Footings, Braces, Line Posts, Top Rails and Accessories, 6'-0" High. (K Work) FOB: Destination

0003 100 Linear

0003 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0003; Chain-Link Fence w/Vertical Slats, complete w/Concrete Footings, Braces, Line Posts, Top Rails and Accessories, 7'-0" High. (K Work) FOB: Destination

0004 100 Linear

0004 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0004; Chain-Link Fence w/Vertical Slats, complete w/Concrete Footings, Braces, Line Posts, Top Rails and Accessories, 8'-0" High. (K Work) FOB: Destination

0005 50 Linear

0005 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0005; Chain-Link Fence w/Diagonal Slats, complete w/Concrete Footings, Braces, Line Posts, Top Rails and Accessories, 6'-0" High. (K Work) FOB: Destination

0006 50 Linear

0006 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0006; Chain-Link Fence w/Diagonal Slats, complete w/Concrete Footings, Braces, Line Posts, Top Rails and Accessories, 7'-0" High. (K Work) FOB: Destination

0007 50 Linear

0007 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0007; Chain-Link Fence w/Diagonal Slats, complete w/Concrete Footings, Braces, Line Posts, Top Rails and Accessories, 8'-0" High. (K Work) FOB: Destination

0008 1,000 Linear

0008 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0008; Removal of existing Chain-link fence complete w/Concrete Footing and Backfill, 6'-0" High. (K Work) FOB: Destination

0009 1,000 Linear

0009 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0009; Removal of existing Chain-link fence complete w/Concrete Footing and Backfill, 7'-0" High. (K Work) FOB: Destination

0010 100 Linear

0010 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0010; Install Chain-Link Fence complete w/Concrete Footings, Braces, Line Posts, Top Rails and Accessories, 6'-0" High. (K Work) FOB: Destination

0011 100 Linear

0011 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0011; Install Chain-Link Fence complete w/Concrete Footings, Braces, Line Posts, Top Rails and Accessories, 7'-0" High. (K Work) FOB: Destination

0012 100 Linear

0012 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0012; Install Chain-Link Fence complete w/Concrete Footings, Braces, Line Posts, Top Rails and Accessories, 8'-0" High. (K Work) FOB: Destination

0013 2 Each

0013 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0013; 3'-0" Wide, Single Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 6'-0" High. (K Work) FOB: Destination

0014 2 Each

0014 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0014; 3'-0" Wide, Single Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 7'-0" High. (K Work) FOB: Destination

0015 2 Each

0015 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0015; 3'-0" Wide, Single Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 8'-0" High. (K Work) FOB: Destination

0016 2 Each

0016 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0016; 6'-0" Wide, Double Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 6'-0" High. (K Work) FOB: Destination

0017 2 Each

0017 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0017; 6'-0" Wide, Double Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 7'-0" High. (K Work) FOB: Destination

0018 2 Each

0018 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0018; 6'-0" Wide, Double Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 8'-0" High. (K Work) FOB: Destination

0019 2 Each

0019 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0019; 12'-0" Wide, Double Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 6'-0" High. (K Work) FOB: Destination

0020 2 Each

0020 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0020; 12'-0" Wide, Double Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 7'-0" High. (K Work) FOB: Destination

0021 2 Each

0021 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0021; 12'-0" Wide, Double Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 8'-0" High. (K Work) FOB: Destination

0022 2 Each

0022 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0022; 20'-0" Wide, Double Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 6'-0" High. (K Work) FOB: Destination

0023 2 Each

0023 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0023; 20'-0" Wide, Double Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 7'-0" High. (K Work) FOB: Destination

0024 2 Each

0024 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0024; 20'-0" Wide, Double Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 8'-0" High. (K Work) FOB: Destination

0025 2 Each

0025 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0025; 24'-0" Wide, Double Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 6'-0" High. (K Work) FOB: Destination

0026 2 Each

0026 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0026; 24'-0" Wide, Double Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 7'-0" High. (K Work) FOB: Destination

0027 2 Each

0027 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0027; 24'-0" Wide, Double Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 8'-0" High. (K Work) FOB: Destination

0028 2 Each

0028 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0028; 20'-0" Wide, Sliding Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 6'-0" High. (K Work) FOB: Destination

0029 2 Each

0029 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0029; 20'-0" Wide, Sliding Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 7'-0" High. (K Work) FOB: Destination

0030 2 Each

0030 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0030; 20'-0" Wide, Sliding Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 8'-0" High. (K Work) FOB: Destination

0031 5 Each

0031 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0031; Posts, Line 1-7/8" Diameter w/Concrete Footings, 6'-0" High. (K Work) FOB: Destination

0032 10 Each

0032 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0032; Posts, Line 1-7/8" Diameter w/Concrete Footings, 7'-0" High. (K Work) FOB: Destination

0033 2 Each

0033 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0033; Posts, Line 2-3/8" Diameter w/Concrete Footings, 7'-0" High. (K Work) FOB: Destination

0034 2 Each

0034 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0034; Posts, Line 2-3/8" Diameter w/Concrete Footings, 8'-0" High. (K Work) FOB: Destination

0035 2 Each

0035 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0035; Posts, Corner 2-3/8" Diameter w/Concrete Footings. Including Horizontal and Diagonal Bracing, 6'-0" High. (K Work) FOB: Destination

0036 2 Each

0036 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0036; Posts, Intermediate, 2-3/8" Diameter w/Concrete Footings. Including Horizontal and Diagonal Bracing, 6'-0" High. (K Work) FOB: Destination

0037 2 Each

0037 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0037; Posts, End, 2-3/8" Diameter w/Concrete Footings. Including Horizontal and Diagonal Bracing, 6'-0" High. (K Work) FOB: Destination

0038 2 Each

0038 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0038; Posts, Corner 2-7/8" Diameter w/Concrete Footings. Including Horizontal and Diagonal Bracing, 7'-0" High. (K Work) FOB: Destination

0039 5 Each

0039 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0039; Posts, Intermediate, 2-7/8" Diameter w/Concrete Footings. Including Horizontal and Diagonal Bracing, 7'-0" High. (K Work) FOB: Destination

0040 5 Each

0040 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0040; Posts, End, 2-7/8" Diameter w/Concrete Footings. Including Horizontal and Diagonal Bracing, 7'-0" High. (K Work) FOB: Destination

0041 5 Each

0041 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0041; Posts, Corner 2-7/8" Diameter w/Concrete Footings. Including Horizontal and Diagonal Bracing, 8'-0" High. (K Work) FOB: Destination

0042 5 Each

0042 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0042; Posts, Intermediate, 2-7/8" Diameter w/Concrete Footings. Including Horizontal and Diagonal Bracing, 8'-0" High. (K Work) FOB: Destination

0043 5 Each

0043 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0043; Posts, End, 2-7/8" Diameter w/Concrete Footings. Including Horizontal and Diagonal Bracing, 8'-0" High. (K Work) FOB: Destination

0044 1,000 Linear

0044 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0044; Top Rail, 1-5/8" O.D. (K Work) FOB: Destination

0045 5,000 Linear

0045 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0045; Barbed Wire, 3-Strand. (K Work) FOB: Destination

0046 10 Each

0046 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0046; 2-3/8" Eye for Top Rail. (K Work) FOB: Destination

0047 2 Each

0047 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0047; Tension Bars w/Horizontal & Diagonal Bracing, 6'-0" High. (K Work) FOB: Destination

0048 2 Each

0048 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0048; Tension Bars w/Horizontal & Diagonal Bracing, 7'-0" High. (K Work) FOB: Destination

0049 2 Each

0049 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0049; Tension Bars w/Horizontal & Diagonal Bracing, 8'-0" High. (K Work) FOB: Destination

0050 2 Each

0050 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0050; 3" Tension Bands. (K Work) FOB: Destination

0051 2 Each

0051 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0051; Threaded Truss Rods. (K Work) FOB: Destination

0052 5 Each

0052 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0052; 2-7/8" Tension Bands. (K Work) FOB: Destination

0053 600 Linear

0053 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0053; No. 7 Coiled Spring Stretcher Wire. (K Work) FOB: Destination

0054 500 Each

0054 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0054; 14" Arm, for Barbed Wire. (K work) FOB: Destination

0055 5 Each

0055 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0055; Ground Rods, 3/4" X 10' Copper Clad, Steel Rods w/Straps. (K Work) FOB: Destination

0056 5 Cubic

Yard

0056 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0056; Removal and Disposal of Miscellaneous Existing Items. (K Work) FOB: Destination

0057 25 Linear

0057 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0057; Skirting Under Fence. (K Work) FOB: Destination

0058 30 Cubic

0058 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0058; Light clearing / Clearing / Disposal of Debris. (K Work) FOB: Destination

0059 100 Square

0059 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0059; Vertical Fence Slats. (K Work) FOB: Destination

0060 100 Square

0060 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0060; Diagonal Fence Slats. (K Work) FOB: Destination

0061 20 Each

0061 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0061; Fence Ties for Top Rails and Posts 1-5/8" Diameter. (K Work) FOB: Destination

0062 10 Each

0062 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0062; Fence Ties for Top Rails and Posts, 2-3/8" Diameter. (K Work) FOB: Destination

0063 2 Each

0063 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0063; Provide and Install 2'-0" (H) X 2'-6" (W) "WARNING" Signs per attached Photo (Photo provided for Information Only). Letter Sizes shall be as follows: "WARNING" shall be 3" Tall, "RESTRICTED AREA" shall be 2" Tall, All remaining Letters shall be 1/2" Tall. All Letters and words shall be evenly spaced on SIGN. (K Work) FOB: Destination

0064 100 Square

0064 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0064; Chain-Link Fabric. (L Work) FOB: Destination

0065 500 Linear

0065 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0065; Chain-Link Fence, complete w/Concrete Footings, Braces, Line Posts, Top Rails and Accessories, 6'-0" High. (L Work) FOB: Destination

0066 100 Linear

0066 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0066; Chain-Link Fence, complete w/Concrete Footings, Braces, Line Posts, Top Rails and Accessories, 7'-0" High. (L Work) FOB: Destination

0067 100 Linear

0067 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0067; Chain-Link Fence, complete w/Concrete Footings, Braces, Line Posts, Top Rails and Accessories, 8'-0" High. (L Work) FOB: Destination

0068 50 Linear

0068 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0068; Chain-Link Fence w/ Vertical Slats, complete w/Concrete Footings, Braces, Line Posts, Top Rails and Accessories, 6'-0" High. (L Work) FOB: Destination

0069 50 Linear

0069 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0069; Chain-Link Fence w/Vertical Slats, complete w/Concrete Footings, Braces, Line Posts, Top Rails and Accessories, 7'-0" High. (L Work) FOB: Destination

0070 50 Linear

0070 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0070; Chain-Link Fence w/Vertical Slats, complete w/Concrete Footings, Braces, Line Posts, Top Rails and Accessories, 8'-0" High. (L Work) FOB: Destination

0071 20 Linear

0071 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0071; Chain-Link Fence w/Diagonal Slats, complete w/Concrete Footings, Braces, Line Posts and Accessories, No Top Rails, 6'-0" High. (L Work) FOB: Destination

0072 20 Linear

0072 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0072; Chain-Link Fence w/Diagonal Slats, complete w/Concrete Footings, Braces, Line Posts, Top Rails and Accessories, 7'-0" High. (L Work) FOB: Destination

0073 20 Linear

0073 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0073; Chain-Link Fence w/Diagonal Slats, complete w/Concrete Footings, Braces, Line Posts, Top Rails and Accessories, 8'-0" High. (L Work) FOB: Destination

0074 2 Each

0074 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0074; 3'-0" Wide, Single Swing Gate, Complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 6'-0" High. (L Work) FOB: Destination

0075 2 Each

0075 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0075; 3'-0" Wide, Single Swing Gate, Complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 7'-0" High. (L Work) FOB: Destination

0076 2 Each

0076 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0076; 3'-0" Wide, Single Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 8'-0" High. (L Work) FOB: Destination

0077 2 Each

0077 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0077; 6'-0" Wide, Double Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 6'-0" High. (L Work) FOB: Destination

0078 2 Each

0078 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0078; 6'-0" Wide, Double Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 7'-0" High. (L Work) FOB: Destination

0079 2 Each

0079 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0079; 6'-0" Wide, Double Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 8'-0" High. (L Work) FOB: Destination

0080 2 Each

0080 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0080; 12'-0" Wide, Double Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 6'-0" High. (L Work) FOB: Destination

0081 2 Each

0081 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0081; 12'-0" Wide, Double Swing Gate, Complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 7'-0" High. (L Work) FOB: Destination

0082 2 Each

0082 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0082; 12'-0" Wide, Double Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 8'-0" High. (L Work) FOB: Destination

0083 2 Each

0083 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0083; 20'-0" Wide, Double Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 6'-0" High. (L Work) FOB: Destination

0084 2 Each

0084 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0084; 20'-0" Wide, Double Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 7'-0" High. (L Work) FOB: Destination

0085 2 Each

0085 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0085; 20'-0" Wide, Double Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 8'-0" High. (L Work) FOB: Destination

0086 2 Each

0086 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0086; 24'-0" Wide, Double Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 6'-0" High. (L Work) FOB: Destination

0087 2 Each

0087 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0087; 24'-0" Wide, Double Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 7'-0" High. (L Work) FOB: Destination

0088 2 Each

0088 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0088; 24'-0" Wide, Double Swing Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 8'-0" High. (L Work) FOB: Destination

0089 2 Each

0089 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0089; 20'-0" Wide, Sliding Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 6'-0" High. (L Work) FOB: Destination

0090 2 Each

0090 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0090; 20'-0" Wide, Sliding Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 7'-0" High. (L Work) FOB: Destination

0091 2 Each

0091 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0091; 20'-0" Wide, Sliding Gate, complete w/Gate Posts, Concrete Footings, Braces, Top Rails and Accessories, 8'-0" High. (L Work) FOB: Destination

0092 2 Each

0092 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0092; Posts, Line 1-7/8" Diameter w/Concrete Footings, 6'-0" High. (L Work) FOB: Destination

0093 2 Each

0093 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0093; Posts, Line 1-7/8" Diameter w/Concrete Footings, 7'-0" High. (L Work) FOB: Destination

0094 2 Each

0094 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0094; Posts, Line 2-3/8" Diameter w/Concrete Footings, 7'-0" High. (L Work) FOB: Destination

0095 2 Each

0095 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0095; Posts, Line 2-3/8" Diameter w/Concrete Footings, 8'-0" High. (L Work) FOB: Destination

0096 2 Each

0096 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0096; Posts, Corner, 2-3/8" Diameter w/Concrete Footings. Including Horizontal and Diagonal Bracing, 6'-0" High. (L Work) FOB: Destination

0097 2 Each

0097 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0097; Posts, Intermediate, 2-3/8" Diameter w/Concrete Footings. Including Horizontal and Diagonal Bracing, 6'-0" High. (L Work) FOB: Destination

0098 2 Each

0098 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0098; Posts, End, 2-3/8" Diameter w/Concrete Footings. Including Horizontal and Diagonal Bracing, 6'-0" High. (L Work) FOB: Destination

0099 2 Each

0099 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0099; Posts, Corner, 2-7/8" Diameter w/Concrete Footings. Including Horizontal and Diagonal Bracing, 7'-0" High. (L Work) FOB: Destination

0100 2 Each

0100 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0100; Posts, Intermediate, 2-7/8" Diameter w/Concrete Footings. Including Horizontal and Diagonal Bracing, 7'-0" High. (L Work) FOB: Destination

0101 2 Each

0101 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0101; Posts, End, 2-7/8" Diameter w/Concrete Footings. Including Horizontal and Diagonal Bracing, 7'-0" High. (L Work) FOB: Destination

0102 2 Each

0102 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0102; Posts, Corner, 2-7/8" Diameter w/Concrete Footings. Including Horizontal and Diagonal Bracing, 8'-0" High. (L Work) FOB: Destination

0103 2 Each

0103 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0103; Posts, Intermediate, 2-7/8" Diameter w/Concrete Footings.