23-B-0003 SF1442 SOL Final.pdf
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- Open - End Paving Repair USAG-HI
- Solicitation number
- W912CN-23-B-0003
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| File | Type | Posted |
|---|---|---|
| 23-B-0003 Amend 0002.pdf | ||
| 23-B-0003 Conformed Amend 0002.pdf | ||
| 23-B-0003 SF30 Amend U0001 Rev Bid Attach.pdf | ||
| Attachment 1 - Bid Attachment Amendment 0001.xlsx | XLSX spreadsheet | |
| Attachment 1 - Bid Attachment.xlsx | XLSX spreadsheet |
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Text version
0011894887
PROJECT TITLE: Open-End Asphaltic Concrete Paving Repair and Installation, Various Military Reservations, Island of Oahu, Haw aii.
FEWR: RH000013J
NAICS: 237310
MAGNITUDE OF CONSTRUCTION: Betw een $10,000,000 and $35,000,000
X
JONATHAN J. CHONG 808 656-0996
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
30-May-2023
(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 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 ______________27 Jun 2023 (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 of fers 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
10:00 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:
W912CN23B0003 482
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
O/E PAVING O/E PAVING
Section 00 10 00 - Solicitation
SUBMISSION REQUIREMENT
1. 100% SET-ASIDE FOR SMALL BUSINESS COMPETITIVE FIRMS. 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 requirement is to furnish labor, equipment, materials, management, tools, transportation, and other incidental items to perform asphaltic concrete paving repair and installation at various military reservations on the island of Oahu, Hawaii.
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 three (3) one-year option periods as shown below:
Base Year: 1 AUG 2023 – 31 JUL 2024 Option 1: 1 AUG 2024 – 31 JUL 2025 Option 2: 1 AUG 2025 – 31 JUL 2026 Option 3: 1 AUG 2026 – 31 JUL 2027
52.217-8: 1 AUG 2027 – 28 FEB 2028
4. QUESTIONS. Questions must be submitted by email to Jonathan Chong, jonathan.j.chong.civ@army.mil with CC to Mark Dahilig mark.r.dahilig.civ@army.mil with the IFB number W912CN-23-B-0003 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 this IFB. 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. 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 conference offers must notify Jonathan Chong by email at jonathan.j.chong.civ@army.mil with CC to Mark Dahilig at mark.r.dahilig.civ@army.mil no later than seven days prior to the Bid Opening date. List the name and phone number of personnel attending. The conference call number and password will be provided via email.
Date & Time: 27 June 2023, 1000 AM HST Location: Regional Contracting Office, Hawaii BLDG 108, 3rd Floor (Located on Wheeler Army Airfield (WAAF)) Schofield Barracks, Hawaii 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 the 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-0003, short description. Bid shall be emailed to Jonathan Chong, email address jonathan.j.chong.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 construction or requirements-type construction contract to furnish all labor, materials, equipment, management, supervision, 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 Army MilitaryInstallation 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.
ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
0001 1,000 Cubic
Yard
0001 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0001; Excavate, remove and dispose of existing grade material. For depths greater than 14". To include grading, shaping, compaction as required (to provide positive drainage), clean up, and all incidental items necessary to complete the work. (L Work) FOB: Destination
PURCHASE REQUEST NUMBER: 0011894887
PSC CD: Z2LB
NET AMT
0002 100 Cubic
0002 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0002; Install approved subgrade fill material. To include grading, shaping, compaction as required (to provide positive drainage), clean up, and all incidental items necessary to complete the work. (L Work) FOB: Destination
0003 20 Cubic
0003 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0003; Remove tree roots, 2'-0" past outer edge of sidewalk or curbing and replacement of sub grade with approved fill material. To include shaping, compaction as required (to provide positive drainage), clean up, and all incidental items necessary to complete the work. (L Work) FOB: Destination
0004 50 Linear
Foot
0004 Z2LB - 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 polyolefins 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. To include grading and compaction as required (to provide positive drainage), clean up and all incidental items necessary to complete the work. (L Work) FOB: Destination
0005 500 Cubic
0005 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0005; Install 6" thick base course. To include grading, compaction as required prime coat, clean up, and all incidental items necessary to complete the work. (L Work) FOB: Destination
0006 20 Square
0006 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0006; Construct 4" thick reinforced concrete sidewalk, driveways, and wheelchair ramps. To include compaction of base course as required, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (L Work) FOB: Destination
0007 300 Linear
0007 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0007; Construct concrete curbs. To include installation, clean up, and all incidental items necessary to complete the work. (L Work) FOB: Destination
0008 20 Linear
0008 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0008; Construct concrete gutters. To include installation, clean up, and all incidental items necessary to complete the work. (L Work) FOB: Destination
0009 1,000
0009 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0009; Install 1-1/2" thick asphaltic concrete leveling course. To include all surface preparation, prime coat, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (L Work) FOB: Destination
0010 1,000
0010 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0010; Install 2-1/2" thick asphaltic concrete leveling course. To include all surface preparation, prime coat, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (L Work) FOB: Destination
0011 2,000
0011 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0011; Install 3" thick asphaltic concrete leveling course. To include all surface preparation, prime coat, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (L Work) FOB: Destination
0012 2,000
0012 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0012; Install 4" thick asphaltic concrete leveling course. To include all surface preparation, prime coat, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (L Work) FOB: Destination
0013 2 Each
0013 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0013; Adjust manhole or utility box/covers to match new final finish grade.
To include clean up, and all incidental items necessary to complete the work.
Provide smooth transitions. (L Work) FOB: Destination
0014 200 Linear
0014 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0014; Pavement striping. To include all surface preparation, striping, clean up and all incidental items necessary to complete the work. (Payment is based on 1'- 0" long by 4" wide stripe, i.e. 40 feet by 4" stripe will be paid as 40 FT. or 20'- 0", of 8" wide stripe will be paid as 40 FT.). (L Work) FOB: Destination
0015 5 Each
0015 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0015; Pavement letters and arrows. To include all surface preparation, painting, clean up and all incidental items necessary to complete the work. 4'-0" Letters, (L Work) FOB: Destination
0016 5 Each
0016 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0016; Pavement letters and arrows. To include all surface preparation, painting, clean up and all incidental items necessary to complete the work. 8'-0" Letters, (L Work) FOB: Destination
0017 5 Each
0017 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0017; Pavement letters and arrows. To include all surface preparation, painting, clean up and all incidental items necessary to complete the work.
Pavement Arrows, (L Work) FOB: Destination
0018 5 Each
0018 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0018; Pavement letters and arrows. To include all surface preparation, painting, clean up and all incidental items necessary to complete the work.
Handicap Logos, (L Work) FOB: Destination
0019 100 Each
0019 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0019; Install raised reflective and non-reflective pavement markers. To include all surface preparation, adhesive, installation, clean up and all incidental items necessary to complete the work. (L Work) FOB: Destination
0020 100 Square
0020 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0020; Install 8" thick portland cement concrete pavement. To include recompacting of base course, placement of #4 round, reinforcing bars at 12" on center; each way, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (L Work) FOB: Destination
0021 10 Each
0021 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0021; Install standard pre-cast 6'-0" (L) X 6" (W) X 4" (H), concrete parking bumpers with 1/2" round X 18" Long steel anchor rods on asphalt pavement. To include clean up, and all incidental items necessary to complete the work. (L Work) FOB: Destination
0022 1,000 Linear
0022 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0022; Install Thermo-plastic Pavement Striping. To include all surface preparation, striping, clean up and all incidental items necessary to complete the work. (Payment is based on 1'-0" long by 4" wide stripe, i.e. 40 feet by 4" stripe will be paid as 40 FT. or 20'-0", of 8" wide stripe will be paid as 40 FT.). (L Work) FOB: Destination
0023 3 Each
0023 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0023; Install 6'-0" x 6'-0" Traffic Sensor Loop, per attached sketch. To include clean up, reprogramming, and all incidental items necessary to complete the work. (L Work) FOB: Destination
0024 50
0024 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0024; Install Biaxial or Triaxial Geogrid having an ultimate tensile strength of 1300 lb/ft (minimum). (L Work) FOB: Destination
0025 5 Months
0025 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0025; Provide Solar powered Computerized message board. Includes 5 Ea.
Type 1 barricades with flashers to be placed around the message board. (L Work) Minimum salient characteristics are as follows: MINIMUM DIMENSIONS/MINIMUM REQUIREMENTS) DIMENSION: Height: sign fully raised - 142". Message Panel: Display: 3 lines by 8 characters in various alpha, numeric, and alpha-numeric combinations. Messages: Control console shall be capable of storing minimum of 25 messages, each message capable of accommodating a minimum of 6 pages. *Message display times at a minimum of
0.4 to 9.9 seconds. Solar Panels: Single solar cells that provides continuous operations. Characteristics/visibility: *The message sign panel shall be visible at minimum of 1,000 feet in daylight and night conditions. The message display color shall at a minimum of 587.4 - 592 nano meters amber. Power System: *The entire message display system shall operate from solar or battery. To optimize performance of pure uninterrupted solar operation Contractor shall adjust the solar/battery arrangement to meet load demand versus weather conditions.
FOB: Destination
0026 2,500
0026 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0026; Install Woven Stabilization Geotextile Fabric composed of High-tenacity yarns, which are woven into a stable network such that the yarns retain their relative position. Woven Stabilization Geotextile Fabric shall conform to the following properties. (L Work) Grab Strength (lb) 315/202 Puncture Strength (lb) 112/78 Tear Strength (lb) 112/78 Permittivity (S-1) >0.01 Apparent Opening Size (mm) <0.3 Strengths specified for <50% Elongation/>50% Elongation FOB: Destination
0027 1,000 Square
0027 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0027; Install Grassing. To include all surface preparation, clean up (maintenance for a minimum of 60 days or until grass seed takes root and first cutting) and all incidental items necessary to complete the work. (L Work) FOB: Destination
0028 100 Linear
0028 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0028; Install standard Asphaltic Concrete Curb 7"(W) X 4"(H), on asphalt or concrete pavements. To include clean up, and all incidental items necessary to complete the work. (L Work) FOB: Destination
0029 1 Each
0029 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0029; The Contractor shall be responsible for obtaining Hawaii State National Pollution Discharge Elimination System (NPDES) permit/ Soil Erosion Plan and Controls complying with any Federal, State and Municipal Laws, Codes and regulations, in connection with the performance of this contract. (L work) FOB: Destination
0030 10,000 Cubic
0030 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0030; Excavate, and remove damaged asphaltic concrete/portland cement concrete pavement, base course, subgrade, curb, gutter, and sidewalk sections. For depths greater than 14". To include saw cutting, removal of damaged sections, disposal of waste materials, unclassified excavation, grading and compaction of subgrade as required, clean up and all incidental items necessary to complete the work. Provide smooth transitions. (K Work) FOB: Destination
0031 200 Cubic
0031 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0031; Install approved sub grade fill material. To include grading, shaping, compaction as required (to provide positive drainage), clean up and all incidental items necessary to complete the work. (K Work) FOB: Destination
0032 50 Cubic
0032 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0032; Remove tree roots, 2'-0" past outer edge of sidewalk or curbing and replacement of sub grade with approved fill material. To include shaping, compaction as required (to provide positive drainage), to correct, clean up, and all incidental items necessary to complete the work. (K Work) FOB: Destination
0033 100 Linear
0033 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0033; 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 polyolefins 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. To include grading and compaction as required (to provide positive drainage), clean up and all incidental items necessary to complete the work. (K Work) FOB: Destination
0034 5,000 Cubic
0034 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0034; Install 6" thick base course. To include grading, compaction as required prime coat, clean up, and all incidental items necessary to complete the work. (K Work) FOB: Destination
0035 20 Square
0035 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0035; Construct 4" thick reinforced concrete sidewalk, driveways, and wheelchair ramps. To include compaction of base course as required, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (K Work) FOB: Destination
0036 300 Linear
0036 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0036; Construct concrete curbs. To include installation, clean up, and all incidental items necessary to complete the work. (K Work) FOB: Destination
0037 50 Linear
0037 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0037; Construct concrete gutters. To include installation, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (K Work) FOB: Destination
0038 30,000
0038 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0038; Install 1-1/2" thick asphaltic concrete leveling course. To include all surface preparation, prime coat, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (K Work) FOB: Destination
0039 10,000
0039 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0039; Install 2-1/2" thick asphaltic concrete leveling course. To include all surface preparation, prime coat, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (K Work) FOB: Destination
0040 40,000
0040 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0040; Install 3" thick asphaltic concrete leveling course. To include all surface preparation, prime coat, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (K Work) FOB: Destination
0041 20,000
0041 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0041; Install 4" thick asphaltic concrete leveling course. To include all surface preparation, prime coat, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (K Work) FOB: Destination
0042 1,000 Square
0042 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0042; Repair asphaltic concrete with slurry seal. To include all surface preparations and application of slurry seal, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (K Work) FOB: Destination
0043 20 Each
0043 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0043; Adjust manhole or utility box/covers to match new final finish grade.
To include clean up, and all incidental items necessary to complete the work.
Provide smooth transitions. (K Work) FOB: Destination
0044 50,000 Linear
0044 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0044; Pavement striping. To include all surface preparation, striping, clean up and all incidental items necessary to complete the work. (Payment is based on 1'-0" long by 4" wide stripe, i.e. 40 feet by 4" stripe will be paid as 40 FT. or 20'- 0", of 8" wide stripe will be paid as 40 FT.). (K Work) FOB: Destination
0045 15 Each
0045 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0045; Pavement letters and arrows. To include all surface preparation, painting, clean up and all incidental items necessary to complete the work. 4'-0" Letters, (K Work) FOB: Destination
0046 15 Each
0046 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0046; Pavement letters and arrows. To include all surface preparation, painting, clean up and all incidental items necessary to complete the work. 8'-0" Letters, (K Work) FOB: Destination
0047 10 Each
0047 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0047; Pavement letters and arrows. To include all surface preparation, painting, clean up and all incidental items necessary to complete the work. 8'-0" Pavement Arrows, (K Work) FOB: Destination
0048 10 Each
0048 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0048; Pavement letters and arrows. To include all surface preparation, painting, clean up and all incidental items necessary to complete the work. 4'-0" Handicap Logos, (K Work) FOB: Destination
0049 35,000 Linear
0049 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0049; Install Thermo-plastic Pavement Striping. To include all incidental items necessary to complete the work. (Payment is based on 1'-0" long by 4" wide stripe, i.e. 40 feet by 4" stripe will be paid as 40 FT. or 20'-0", of 8" wide stripe will be paid as 40 FT.). (K Work) FOB: Destination
0050 600 Each
0050 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0050; Install raised reflective and non-reflective pavement markers. To include all surface preparation, adhesive, installation, clean up and all incidental items necessary to complete the work. (K Work) FOB: Destination
0051 10,000
0051 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0051; Cold mill 2" existing asphalt concrete pavement. To include removal, disposal of milled material, surface cleaning, clean up, and all incidental items necessary to complete the work. (K Work) FOB: Destination
0052 30,000
0052 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0052; Cold mill 3" existing asphalt concrete pavement. To include removal, disposal of milled material, surface cleaning, clean up, and all incidental items necessary to complete the work. (K Work) FOB: Destination
0053 30,000
0053 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0053; Cold mill 4" existing asphalt concrete pavement. To include removal, disposal of milled material, surface cleaning, clean up, and all incidental items necessary to complete the work. (K work) FOB: Destination
0054 5,000 Square
0054 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0054; Install 8" thick portland cement concrete pavement. To include re-compacting of base course, placement of #4 round, reinforcing bars at 12" on center; each way, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (K Work) FOB: Destination
0055 500 Linear
0055 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0055; Crack sealing of asphaltic concrete pavement with an elastomeric crack and joint filler. To include surface preparation, application of sealer, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (K Work) FOB: Destination
0056 50 Each
0056 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0056; Remove and dispose of existing damaged concrete parking bumpers and install new standard pre-cast 6'-0"(L) x 9"(W) X 5"(H), concrete parking bumpers with 3/4" round X 18" Long steel anchor rods on existing asphaltic concrete pavement. To include clean up, and all incidental items necessary to complete the work. (K Work) FOB: Destination
0057 50,000 Linear
0057 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0057; Remove and dispose existing Pavement Striping. To include all clean up and all incidental items necessary to complete the work. (Payment is based on 1'-0" long by 4" wide stripe, i.e. 40 feet by 4" stripe will be paid as 40 FT.
or 20'-0", of 8" wide stripe will be paid as 40 FT.). (K Work) FOB: Destination
0058 6 Each
0058 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0058; Install 6'-0" x 6'-0" Traffic Sensor Loop, per attached sketch. To include clean up, reprogramming, and all incidental items necessary to complete the work. (K Work) FOB: Destination
0059 100
0059 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0059; Install Biaxial or Triaxial Geogrid having an ultimate tensile strength of 1300 lb/ft (minimum). (K Work) FOB: Destination
0060 24 Months
0060 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0060; Provide Solar powered Computerized message board. Includes 24 Ea. Type 1 barricades with flashers to be placed around the message board. (K Work) Minimum salient characteristics are as follows: MINIMUM DIMENSIONS/MINIMUM REQUIREMENTS) DIMENSION: Height: sign fully raised - 142". Message Panel: Display: 3 lines by 8 characters in various alpha, numeric, and alpha-numeric combinations. Messages: Control console shall be capable of storing minimum of 25 messages, each message capable of accommodating a minimum of 6 pages. *Message display times at a minimum of
0.4 to 9.9 seconds. Solar Panels: Single solar cells that provides continuous operations. Characteristics/visibility: *The message sign panel shall be visible at minimum of 1,000 feet in daylight and night conditions. The message display color shall at a minimum of 587.4 - 592 nano meters amber. Power System: *The entire message display system shall operate from solar or battery. To optimize performance of pure uninterrupted solar operation Contractor shall adjust the solar/battery arrangement to meet load demand versus weather conditions.
FOB: Destination
0061 30,000
0061 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0061; Install Woven Stabilization Geotextile Fabric composed of high-tenacity yarns, which are woven into a stable network such that the yarns retain their relative position. Geotextile fabric is inert to biological degradation and resistant to naturally encountered chemicals, alkalis, and acids. Geotextile Fabric shall conform to the following properties. (K Work) Grab Strength (lb) 315/202 Puncture Strength (lb) 112/78 Tear Strength (lb) 112/78 Permittivity (S-1) >0.01 Apparent Opening Size (mm) <0.3 Strengths specified for <50% Elongation/>50% Elongation FOB: Destination
0062 500 Square
0062 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0062; Install Grassing. To include all surface preparation, clean up (maintenance for a minimum of 60 days or until grass seed takes root and first cutting) and all incidental items necessary to complete the work. (K Work) FOB: Destination
0063 100 Linear
0063 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0063; Install standard Asphaltic Concrete Curb 7"(W) X 4"(H), on asphalt or concrete pavements. To include clean up, and all incidental items necessary to complete the work. (K Work) FOB: Destination
0064 5 Each
0064 Z2LB - REPAIR OR ALTERATION OF
FFP
: CLIN 0064; The Contractor shall be responsible for obtaining Hawaii State NPDES permit/ Soil Erosion Plan and Controls complying with any Federal, State and Municipal Laws, Codes and regulations, in connection with the performance of this contract. (K Work) FOB: Destination
0065 25 Cubic
0065 Z2LB - REPAIR OR ALTERATION OF
: CLIN 0065; The Contractor shall install Controlled Low Strength Material to comply with the Hawaii Department…
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