20-B-0004 Solicitation.pdf

0011444334

PROJECT TITLE: Open-End (O-E) Install/Repair/Construct concrete sidew alks, Various locations, Island of Oahu, Haw aii.

FEWR: RH000250J

NAICS: 238990

MAGNITUDE OF CONSTRUCTION: Betw een $1,000,000 and $5,000,000.

X

ROXAN C BOADO (808) 656-1026

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

15-Apr-2020

(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

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 _______30 calendar days and complete it w ithin ________ calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________52.211-10

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 specif ied in Item 8 by ___________ local time ______________ (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 _______90 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

(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:

W912CN20B0004 224

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

W912CN20B0004

Section 00 00 00 - Procurement and Contracting Requirements

NOTICE TO BIDDERS

1. TYPE OF SOLICITATION: This solicitation is being issued as an Invitation for Bid (IFB) in accordance with FAR 14 Sealed Bidding. This solicitation is 100% set aside to all small business concerns. 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. The requirement is to furnish all labor, tools, equipment, materials, management, supervision, tools, transportation, and services required to install new and repair/construct concrete sidewalks, steps, swales, curbs, gutters, combination curbs, repair asphaltic concrete pavement, repair/construction of concrete wheelchair ramps, removal of tree roots or stumps, installation of root barriers, and all related items to complete the work for miscellaneous locations at various military installations on the island of Oahu, Hawaii.

2. CONTRACT TYPE. Contract will be a firm-fixed price requirement type construction contract. Quantities are estimated and stated for information of the prospective contractors. The actual quantities ordered may be more or less than the estimated quantities. Reference FAR 52.216-21. As a prerequisite of the Government hereunder, 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.

3. PERIOD OF PERFORMANCE. The anticipated period of performance will be a base year and two (2) oneyear option periods as shown below:

Base Year: 01 JUL 2020 – 30 JUN 2021 Option 1: 01 JUL 2021 – 30 JUN 2022 Option 2: 01 JUL 2022 – 30 JUN 2023

4. AWARD. Award will be made to the lowest responsible bidder whose bid is responsive to the terms and conditions of the Invitation for Bid and is most advantageous to the Government.

5. BID OPENING DATE AND TIME. To attend the Bid Opening, notify Ms. Roxan Boado by email at roxan.c.boado.civ@mail.mil no later than two days prior to the Bid Opening date. List all personnel attending (limited to 1 person only).

Bid opening will occur on 15 MAY 2020, 10:00am. Bid Opening will be located at:

413th Contracting Support Brigade Regional Contracting Office, Hawaii Revise

Bldg. 108, 3rd Floor Main Conference Room 472 Santos Dumont Street Wheeler Army Airfield, HI 96854

6. QUESTIONS. Questions may be submitted by email to Ms. Roxan Boado, Contract Specialist, at roxan.c.boado.civ@mail.mil with the solicitation number W912CN-20-B-0004 in the subject line. Telephone and faxed inquires will not be accepted. In order to ensure a timely response, questions must be submitted no later than 10:00a.m. HST, seven days after date of this solicitation. Questions and responses will be issued on an amendment.

Any questions received after the due date may not be answered.

7. PROPOSAL SUBMITTAL. Contractor shall provide a complete breakdown of cost proposal to include any sub-contractors costs (type, quantities, unit price, extended price for materials, labor, and equipment, etc), profit, overhead, bonds, taxes, etc. Breakdown shall include a detailed description such as make and model number, amount of labor, labor class, labor hours, wages, labor burden, etc. See Cost Estimate Summary Sheet.

A. SUBMISSION REQUIREMENT:

(a) TAB 1 Completed Standard Form 1442.

(b) TAB 2 Completed Schedule of bids/prices. All unit price and estimated amount filled out.

(c) TAB 3 Completed Attachment 1 (Bid Attachment).

(d) TAB 4 Signed or other acknowledgement of all amendments

(e) TAB 5 Completed Representation and Certifications.

(f) TAB 6 Bid Guarantee in accordance with FAR 52.228-1

(g) TAB 7 Copy of Bid (items a-f) on CD in PDF format.

(h) TAB 8 Excel Pricing Sheet on CD in excel format

B. Bidders 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 and extended total are omitted for any item, the bid will be deemed non-responsive.

C. Bids may be mailed or hand carried. If the proposal is mailed it must be post marked before the date specified for proposal due date and time.

D. Facsimile bids will not be considered.

E. Telegraphic bids will not be considered.

F. Access to Army Installation. All vehicle operators must be prepared to provide a valid driver’s license, vehicle registration, certificate of insurance and current safety inspection to the security guard prior to entry to the installation at Lyman Gate on Schofield Barracks. Allow for delays at the gate. Ensure you plan sufficient time to locate our facility and adjust to gate and road closures/detours to ensure your bid is submitted in accordance with the terms and conditions of the Invitation for Bids.

GENERAL INFORMATION:

1. Scope of Work: This is a firm fixed price requirements type construction contract to furnish all furnish labor, equipment, materials, management, tools, transportation, and other incidental items to perform asphaltic concrete paving repair, installation, and sidewalks that might be impacted by the road work at various military reservations on the island of Oahu, Hawaii.

The cost limitation for K Work is $2 million and L Work is $500 thousand.

2. The contractor shall submit a safety plan within 15 days after award or 5 days prior to commencement of on-site work, whichever occurs first in accordance with the AR 385-10, Construction Safety, U.S. 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 7:00 a.m. – 4:00 p.m. Monday thru Friday. The Contractor will not normally work on Saturdays, Sundays, or Holidays listed below. 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 and shall be maintained at the job site.

New Year's Day Presidents' Day Memorial Day Independence Day Labor Day Columbus Day Veterans Day Thanksgiving Day Christmas

The government may require work to be performed at night or on Saturdays for projects in high traffic areas to reduce disruptions to operations. In such cases work shall not exceed 8 hours per day or 40 hours per week. Work shall be performed at no additional cost.

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 day’s 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. The Government will provide a reasonable amount of water and electricity required to accomplish subject project.

15. 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.

16. 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.

17. The work shall be constructed using best practices per industry standards.

18. 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.

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 Task Order (TO) unless otherwise specified.

20. Abbreviations used in the Unit column:

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

21. 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."

22. 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.

23. 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 FAR 52.216-21 at Section 00 70 00 entitled “Requirements”). As a prerequisite the Government, 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.

24. Enterprise-wide Contractor Manpower Reporting Application (ECMRA)

The ECMRA is a business process that has been approved by the Army as a means for collecting information on contracts that provide services to the Department of the Army. Contractors are required to register and report information via the ECMRA website located at https://www.ecmra.mil/Default.aspx.

Additional information such as links to user guides, frequently asked question and help desk information is available via the CMRA website. For this requirements type contract, reporting is required for each task order issued, and shall be entered via the ECMRA website. Completed report(s) may be submitted at any time after a completion of each task order but no later than Oct 30 of each year. Data must be accurate and complete and shall be reported separately for each fiscal year that falls within the period of performance. The Federal Government's Fiscal Year is Oct 1 through September 30.

25. Contractor Manpower Reporting (CMR)

The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract via a secure data collection site. The contractor is required to fill in all required data fields completely using the following web address: http://www.ecmra.mil/, and then click on "Department of the Army CMRA" or the icon of the DoD organization that is receiving or benefitting from the contracted services.

Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), this runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year, beginning with 2013. Contractors may direct questions to the help desk by clicking on "Send an email" which is located under the Help Resources ribbon on the right side of the login page of the applicable Service/Component's CMR website." Reporting is required for each task order issued, but the line item will be invoice for and paid only once per contract period.

26. APPLICABLE CODES AND REGULATIONS

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

27. 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. 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

29. 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.

Section 00 10 00 - Solicitation

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0001 2,000 Square Foot

0001 Z2AA - REPAIR OR ALTERATION OF

FFP

CLIN 0001; Remove and replace 4" thick, concrete sidewalk or swale, width varies from 3'-0" to 8'-0" wide, to match existing concrete sidewalk or swale. To include new concrete, finishing, #4 round dowels @ 24" (max.) and / or wire mesh, expansion joints, backfilling and topsoil / grassing to match existing surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work) FOB: Destination

PURCHASE REQUEST NUMBER: 0011444334

PSC CD: Z2AA

ESTIMATED

NET AMT

UNIT UNIT PRICE ESTIMATED AMOUNT

0002 20 Square

0002 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0002; Remove and replace concrete steps, width varies from 3'-0" to 8'-0" wide, to match existing concrete steps. To include new concrete, finishing, #4 round dowels @ 24" (max.), expansion joints, backfilling and topsoil / grassing to match existing surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0003 100 Square

0003 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0003; Remove and disposal of tree roots within 1'-0" of concrete sidewalk, steps, swale, curbs and gutters. To include replacement of sub-grade with approved fill materials, root barriers, shaping and compacting to match existing surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0004 100 Linear

0004 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0004; Install Root Barrier. The root barrier shall be at least 19 inches in depth from finished grade. The root barrier substrate fabric shall be made of synthetic polyolefin with UV stabilizer. Chemical control shall be trifluralin herbicide embedded in polyethylene nodules for slow release that are attached to the substrate fabric on 1.5 inch centers. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work).

FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0005 20 Linear

0005 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0005; Replace concrete curbs with new to match existing concrete curbs.

To include base-course, re-compaction of existing base-course, or sub-base course, finishing, #4 round dowels @ 24" (max.), backfilling and topsoil placement / grassing to match existing adjacent surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work).

FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0006 20 Linear

0006 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0006; Replace concrete gutters only with new to match existing concrete gutters. To include base-course, re-compaction of existing base-course, or sub-base course, finishing, #4 round dowels @ 24" (max.), backfilling and topsoil placement/grassing to match existing adjacent surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work).

FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0007 20 Linear

0007 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0007; Replace concrete curbs and gutters with new to match existing concrete curbs and gutters. To include base-course, and or re-compaction of existing base-course, or sub-base course finishing, #4 round dowels @ 24" (max.), backfilling and topsoil placement / grassing to match existing adjacent surfaces.

Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work).

FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0008 20 Square

0008 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0008; Repair asphaltic concrete pavement damaged in conjunction with concrete curb and cutter repair work. To include re-compaction of existing base-course, prime/tack coating and resurfacing with 2" thick asphaltic concrete to match existing adjacent surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work).

FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0009 1 Each

0009 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0009; Remove and dispose of existing damaged concrete sidewalk and construct wheelchair ramp. To include repair of asphaltic concrete pavement, sub-grade, base-course, grooved tactile warning signal, score and warp lines, finishing, #4 round dowels @ 24" (max.) and / or wire mesh, backfilling and topsoil placement / grassing to match existing adjacent surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work. (K Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0010 1 Each

0010 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0010; Remove and replace existing wheelchair ramp. To include base-course, sub-base repair, finishing, #4 round dowels @ 24"(max.), backfilling and topsoil placement / grassing to match existing adjacent surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work).

FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0011 10 Linear

0011 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0011; When repairing steps and ramps, install metal handrail as required IAW ADA handrail requirements to match existing in style and color where possible. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work).

FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0012 2 Each

0012 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0012; Adjust existing valve or utility box and covers to match adjacent finish sidewalk. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work iin accordance with Section 01026 of the SOW/Specs (K Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0013 2 Each

0013 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0013; Adjust existing manhole frames and covers to match adjacent finish sidewalk. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0014 1 Each

0014 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0014; Repair damaged (less than 30% damaged) curb inlet manhole, small (less than 25 SF total). Demolish damaged area and clean bottom of drop intake.

Reinforce damaged area using #4 rebar IAW Standard Details for Public Works Construction, Department of Public Works, City and County of Honolulu, Sep 1984. Use 3500 psi concrete to repair manhole surface and curb. Reuse manhole cover. Backfill and place topsoil / grassing to match existing surfaces. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work).

FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0015 1 Each

0015 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0015; Repair damaged (greater than 30% damaged) curb inlet manhole, small (less than 25 SF total). Demolish top of manhole and clean bottom of drop intake. Reinforce manhole surface using #4 rebar IAW Standard Details for Public Works Construction, Department of Public Works, City and County of Honolulu, Sep 1984. Use 3500 psi concrete for manhole surface and curb. Reuse manhole cover. Backfill and place topsoil / grassing to match existing surfaces. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0016 3 Each

0016 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0016; Repair damaged (less than 30% damaged) curb inlet manhole, large (25 SF total or greater). Demolish damaged area and clean bottom of drop intake.

Reinforce damaged area using #4 rebar IAW Standard Details for Public Works Construction, Department of Public Works, City and County of Honolulu, Sep 1984. Use 3500 psi concrete for manhole surface and curb. Reuse manhole cover.

Backfill and place topsoil / grassing to match existing surfaces. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0017 3 Each

0017 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0017; Repair damaged (greater than 30% damaged) curb inlet manhole, large (25 SF total or greater). Demolish top of manhole and clean bottom of drop intake. Reinforce manhole surface using #4 rebar IAW Standard Details for Public Works Construction, Department of Public Works, City and County of Honolulu, Sep 1984. Use 3500 psi concrete for manhole surface and curb. Reuse manhole cover. Backfill and place topsoil / grassing to match existing surfaces. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work).

FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0018 6 Each

0018 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0018; This CLIN shall be used in conjunction with CLINs 14-17 when requested. Typical storm drains on Hawaiiƒ??s Army installations have a gutter with curb throat. Wheel strikes often cause the unsupported curb face to fail. For curb faces that repeatedly fail, fortify and support the curb edge of the manhole cover by installing one horizontal 3 inch square, 9 gauge steel tube that is 2 inches longer on each side than the length of the storm drain. Weld three vertical 1 inch square, 14 gauge steel tubes, equally spaced, to the horizontal steel tube. Weld the bottom of the three vertical steel tubes to a 1-1/4 inch steel plate and anchor the bottom of the tube frame to the roadside edge of the manhole to support tube frame loads of 6000 psf. If necessary demo and / or build up the roadside edge of the manhole using 4000 psi concrete (note that typical precast manholes have min compressive strength of 4000 psi). Weld (tie in) the top of the tube frame to the reinforcing steel of the concrete cover. Weld one piece of 3/8 inch thick angle iron ƒ??fasciaƒ?? to the top of the tube frame. Height of the angle iron shall be 3-3/8 inches or the height of the manhole c over, whichever is greater. Length of the angle iron shall match the length of the top square tube. Width of the angle iron shall be 6 inches minimum or smaller to accommodate location of the manhole cover as needed. Angle iron ƒ??fasciaƒ?? shall be flush with the face and the height of the adjacent curb and manhole cover. All welds shall be full strength fillet weld or similar with weld strength of 4000 psi or greater. Ensure the tube frame is securely fastened to the roadside edge of the manhole and the manhole cover. Exposed materials shall be weather resistant. The materials specified in this CLIN are commercially available; other materials may be substituted or an alternative commercial solution is acceptable provided the potential for repeated curb face failure from tire strike with axel load of approximately 6,000 psf is significantly diminished. Submit shop drawings of design or alternative solution for DPW approval. Minimize restriction of water flow into the manhole iin accordance with Section 01026 of the SOW/Specs (K Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0019 50 Cubic Yard

0019 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0019; Add pigmentation to repaired concrete to meet historical requirements. Mix #5447 Miami Bluff pigment (or other per base historian) IAW Davis Colors Specifications, Los Angeles CA, 800-356-4848 or 323-269-7311, http://www.daviscolors.com/#concrete. Apply curing compound to the surface of the concrete as recommended by the manufacturer to minimize color variation due to different degrees of concrete curing. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0020 1 Each

0020 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0020; Contract Manpower Reporting (CMR), in accordance with Section 01026 of the SOW/Specs (K Work). Reporting is required for each task order issued, but the line item will be invoiced for and paid only once per contract period.

FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0021 2,000 Square

0021 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0021; Install 4" thick, concrete sidewalk or swale, width varies from 3'-0" to 8'-0" wide. To include new concrete, finishing, #4 round dowels @ 24" (max.)

and / or wire mesh, expansion joints and backfilling and topsoil / grassing to match existing surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (L Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0022 50 Square

0022 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0022; Install concrete steps, width varies from 3'-0" to 8'-0" wide. To include new concrete, finishing, #4 round dowels @ 24" (max.), expansion joints and backfilling and topsoil / grassing to match existing surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (L Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0023 100 Square

0023 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0023; Remove and disposal of tree roots within 1'-0" of concrete sidewalk, steps, swale, curbs and gutters. To include replacement of sub-grade with approved fill materials, shaping and compacting to match existing surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work iin accordance with Section 01026 of the SOW/Specs (L Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0024 100 Linear

0024 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0024; Install Root Barrier. The root barrier shall be at least 19 inches in depth from finished grade. The root barrier substrate fabric shall be made of synthetic polyolefin with UV stabilizer. Chemical control shall be trifluralin herbicide embedded in polyethylene nodules for slow release that are attached to the substrate fabric on 1.5 inch centers. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (L Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0025 20 Linear

0025 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0025; Install concrete curbs only. To include base-course, re-compaction of existing base-course, or sub-base course, finishing, #4 round dowels @ 24" (max.), backfilling and topsoil placement / grassing to match existing adjacent surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (L Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0026 20 Linear

0026 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0026; Install concrete gutters only. To include base-course, re-compaction of existing base-course, or sub-base course, finishing, #4 round dowels @ 24" (max.), backfilling and topsoil placement/grassing to match existing adjacent surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (L Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0027 20 Linear

0027 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0027; Install concrete curbs and gutters. To include base-course, and or re-compaction of existing base-course, or sub-base course finishing, #4 round dowels @ 24" (max.), backfilling and topsoil placement / grassing to match existing adjacent surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (L Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0028 20 Square

0028 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0028; Repair asphaltic concrete pavement damaged in conjunction with sidewalk, curb and/or shoulder work. To include re-compaction of existing base-course, prime/tack coating and resurfacing with 2" thick asphaltic concrete to match existing adjacent surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (L Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0029 1 Each

0029 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0029; Remove and dispose of existing concrete sidewalk and construct wheelchair ramp. To include repair of asphaltic concrete pavement, sub-grade, base-course, grooved tactile warning signal, score and warp lines, finishing, #4 round dowels @ 24" (max.) and / or wire mesh, backfilling and topsoil placement / grassing to match existing adjacent surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (L Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0030 1 Each

0030 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0030; Install wheelchair ramps. To include base-course, sub-base repair, finishing, #4 round dowels @ 24" (max.) and / or wire mesh, backfilling and topsoil placement / grassing to match existing adjacent surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (L Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0031 20 Linear

0031 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0031; Install metal handrail on steps and ramps as required IAW ADA handrail requirements to match existing in style and color where possible. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (L Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0032 1 Each

0032 Z2AA - REPAIR OR ALTERATION OF

FFP

i: CLIN 0032; Adjust existing valve or utility box and covers to match adjacent finish sidewalk. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (L Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0033 1 Each

0033 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 0033; Adjust existing manhole frames and covers to match adjacent finish sidewalk. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (L Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0034 30 Cubic

0034 Z2AA - REPAIR OR ALTERATION OF

: CLIN 0034; Add pigmentation to concrete in newly installed sidewalks to meet historical requirements. Use #5447 Miami Bluff pigment (or other per base historian) IAW Davis Colors Specifications, Los Angeles CA, 800-356-4848 or 323-269-7311, http://www.daviscolors.com/#concrete. Apply curing compound to the surface of the concrete as recommended by the manufacturer to minimize color variation due to different degrees of concrete curing. Includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (L Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0035 1 Each

0035 Z2AA - REPAIR OR ALTERATION OF SIDE

FFP

: CLIN 0035; Contract Manpower Reporting (CMR), in accordance with Section 01026 of the SOW/Specs (L Work). Reporting is required for each task order issued, but the line item will be invoiced for and paid only once per contract period.

FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

1001 1 Each

OPTION 1001 Z2AA - REPAIR OR ALTERATION OF

FFP

: CLIN 1001: Remove and dispose of existing damaged concrete sidewalk and construct wheelchair ramp. To include repair of asphaltic concrete pavement, sub-grade, base-course, grooved tactile warning signal, score and warp lines, finishing, #4 round dowels @ 24" (max.) and / or wire mesh, backfilling and topsoil placement / grassing to match existing adjacent surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

1002 20 Square

OPTION 1002 Z2AA - REPAIR OR ALTERATION OF

: CLIN 1002; Remove and replace concrete steps, width varies from 3'-0" to 8'-0" wide, to match existing concrete steps. To include new concrete, finishing, #4 round dowels @ 24" (max.), expansion joints, backfilling and topsoil / grassing to match existing surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

1003 100 Square

OPTION 1003 Z2AA - REPAIR OR ALTERATION OF

: CLIN 1003; Remove and disposal of tree roots within 1'-0" of concrete sidewalk, steps, swale, curbs and gutters. To include replacement of sub-grade with approved fill materials, root barriers, shaping and compacting to match existing surfaces. Also includes disposal of all removed materials, clean-up, and all items necessary to complete the work in accordance with Section 01026 of the SOW/Specs (K Work) FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

1004 100 Linear

OPTION 1004 Z2AA - REPAIR OR ALTERATION OF

: CLIN 1004; Install Root Barrier. The root barrier shall be at least 19 inches in depth from finished grade. The root barrier substrate fabric shall be made of synthetic polyolefin with UV stabilizer.