19-121-ITB N. TAYLOR STREET WATER MAIN REPLACEMENT PROJECT

Agency: State Government of Virginia
State: Virginia
Type of Government: State & Local
Posted Date: Dec 13, 2018
Due Date: Dec 17, 2018
Solicitation No: IFB 2510-3
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IFB 2510-3
  • 19-121-ITB N. TAYLOR STREET WATER MAIN REPLACEMENT PROJECT
  • Status: Open
  • Time Left:3 days, 8 hours
  • Closing: 12/17/18 2:00 AM
  • Issued: 11/21/18 3:38 PM
  • Last Amended: 12/13/18
  • Buyer:Igor Scherbakov
  • ischerbakov@arlingtonva.us
  • 703-228-0649

IFB 2510-3
  • 19-121-ITB N. TAYLOR STREET WATER MAIN REPLACEMENT PROJECT
  • Status: Open
  • Time Left:3 days, 8 hours
  • Closing: 12/17/18 2:00 AM
  • Issued: 11/21/18 3:38 PM
  • Last Amended: 12/13/18
  • Buyer:Igor Scherbakov
  • ischerbakov@arlingtonva.us
  • 703-228-0649

  • Issued By:Arlington County Government
  • Type:Invitation for Bids (IFB)
  • Category:Construction
  • Work Location: Arlington, VA
  • PreBid Conference: 11/29/18 10:30 AM Pre-Bid Conference
  • Open Responses:12/17/18
  • Description:FURNISH AND INSTALL NEW 12¡±, 8¡± AND 6¡± DIAMETER WATER MAINS, IN N. TAYLOR STREET FROM 15th ST. N. TO OLD LEE HWY, CONSISTING OF 15 LINEAR FEET OF TWELVE-INCH (12¡±) DIAMETER WATER MAIN, 2530 LINEAR FEET OF EIGHT-INCH (8¡±) DIAMETER WATER MAIN, 750 LINEAR FEET OF SIX-INCH (6¡±) DIAMETER WATER MAIN, TWENTY-INCH (20¡±) DIAMETER STEEL CASING, VARIOUS WATER MAIN APPURTENANCES, 799 TONS OF ASPHALT CONCRETE BASE COURSE, 266 TONS OF ASPHALT CONCRETE SURFACE COURSE, 1016 CUBIC YARDS OF AGGREGATE AND ALL OTHER RELATED INCIDENTAL WORK
  • Amendment/Cancellation Information:See Addendum A.

Attachments
Attachment Size Description Posted On
19-121-ITB _ R060 - SupplementalSpecs_090718.pdf (449.22 KB) Supplemental Specifications 11/21/18
19-121-ITB_R060_Special Conditions.pdf (793.31 KB) Special Conditions 11/21/18
DesignPlans File 1 of 2.pdf (13.4 MB) Plans - File 1 of 2 11/21/18
DesignPlans File 2 of 2.pdf (17.74 MB) Plans File 2 of 2 11/21/18
Attachment A - Materials Testing _8-18-2016_Arl_Imps.pdf (150.17 KB) Materials Testing Guidelines 11/21/18
Attachment C - LDA Permit No. 18142.pdf (1.01 MB) LDA Permit 11/21/18
Attachment B - Sample County RFI Form.doc (51.5 KB) RFI form 11/21/18
19-121-ITB Solicitation - N Taylor St Watermain Construction - Clean.pdf (1.13 MB) Invitation to Bid 11/26/18
19-121-ITB -Pricing Sheet.xls (199 KB) Pricing Sheet 11/26/18
19-121-ITB Addendum A.pdf (422 KB) Addendum A 12/13/18
Version 3 - 12/13/18
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  • Modify: OPEN RESPONSES DATE CHANGED FROM "2018-12-17" to "2018-12-17"
  • Modify: PUBLISH DATE CHANGED FROM "2018-11-26" to "2018-12-13"
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Version 2 - 11/26/18
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  • Publishing
  • Modify: ISSUED DATE CHANGED FROM "2018-11-21" to [blank]
  • Modify: OPEN RESPONSES DATE CHANGED FROM "2018-12-17" to "2018-12-17"
  • Modify: PUBLISH DATE CHANGED FROM "2018-11-21" to "2018-11-26"
  • Modify: PUBLISH TIME CHANGED FROM "15:38:00" to "11:46:00"
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    III. SUPPLEMENTAL SPECIFICATIONS
    TABLE OF CONTENTS
    SECTION NO.
    01000
    01300
    02200
    02550
    02600
    COUNTY SPECIFICATIONS MODIFIED:
    DESCRIPTION
    GENERAL PROVISIONS AND REQUIREMENTS
    SUBMITTALS
    EARTHWORK
    WATER MAINS AND APPUTENANCES
    BITUMINOUS ROADWAY PAVEMENTS
    COUNTY SPECIFICATIONS ADDED:
    SECTION NO.
    01500
    01550
    01720
    02401
    02900
    13180
    DESCRIPTION
    EROSION AND SEDIMENT CONTROL AND POLLUTION
    PREVENTION
    MOBILIZATION
    PROJECT RECORD DOCUMENTS
    TRENCHLESS CROSSING
    PAVEMENT MARKINGS
    MAINTENANCE OF TRAFFIC
    Arlington County Solicitation 19-121-ITB
    Supplemental Specifications
    Page 1
    SECTION 01000
    GENERAL PROVISIONS AND REQUIREMENTS
    This Section shall conform to the Arlington County Construction Standards and Specifications of
    Section 01000 except as modified herein.
    Add the following to Section 01000:
    19. Environmental Protection
    The Contractor shall implement measures to prevent releases of pollution to the environment
    and unauthorized discharges to the County’s storm drain system or surface waters. The
    Contractor shall ensure the pollution prevention measures outlined in Section 01500 Erosion
    and Sediment Control and Pollution Prevention are implemented throughout the duration of the
    work.
    When the work includes an approved Stormwater Pollution Prevention Plan (SWPPP) required
    under Chapter 60 of the County Code (land disturbance of at least 2,500 square feet), the
    Contractor shall strictly abide by this plan which includes: a Pollution Prevention (P2) Plan, an
    Erosion and Sediment Control (ESC) Plan, and a Stormwater Management Plan. If the Contractor
    proposes to deviate from this approved plan, it shall be the Contractor’s responsibility to
    coordinate and obtain approval from the County Project Officer prior to implementing any
    changes
    Arlington County Solicitation 19-121-ITB
    Supplemental Specifications
    Page 2
    SECTION 01300
    SUBMITTALS
    This Section shall conform to the Arlington County Construction Standards and Specifications of
    Section 01300 except as modified herein.
    Add the following to Section 01300, Section 8 Shop Drawings:
    I.
    Contractor shall submit 6 (six) copies of all submittals/shop drawings. If agreed by the
    County, Contractor may choose to deliver submittals/shop drawings electronically.
    J.
    The Engineer will review the Shop Drawings within ten (10) Business Days.
    Add the following to Section 01300;
    11. Contractor will submit the extent of the pavement restoration to the County for approval, prior
    to any saw cuts and/or milling and paving to the existing pavement.
    Arlington County Solicitation 19-121-ITB
    Supplemental Specifications
    Page 3
    SECTION 02200
    EARTHWORK
    This Section shall conform to the Arlington County Construction Standards and Specifications of
    Section 02200 except as modified herein.
    Modify the following portions of Section 02200:
    PART 1 - GENERAL
    10. Saw Cutting
    A vacuum system shall be used to collect liquid waste / slurry generated from saw cutting
    activities. Collected slurry must be hauled off and disposed of at a proper waste receiving
    facility (e.g. landfill, soil safe, waste water treatment plant, commercial dump pad).
    PART 3 - EXECUTION
    18. Dewatering
    At all times during construction the Contractor shall keep all excavations dry
    and promptly remove all water entering trenches and other excavations until
    the structures, pipes, and appurtenances to be built therein have been
    completed and backfilled. Dispose of all water pumped or drained from the
    work without impact to the Work, traffic, or injury to public or private
    property, and in compliance with all Local, State, and Federal regulations.
    The Contractor shall implement and maintain dewatering methods as specified in
    Arlington County Construction Standards and Specifications, VA Erosion and Sediment
    Control Handbook, Arlington County Planning & Field Guide to Erosion and Sediment
    Control, Arlington Planning & Field Guide for Pollution Prevention (P2) and/or
    approved Stormwater Pollution Prevention Plan. Controls, practices, and/or devices
    used for dewatering operations must be monitored and maintained at all times to
    ensure proper operation condition.
    The Contractor shall conduct dewatering operations in a manner to prevent sediment
    or other pollutants from discharging to the County’s storm drain system, which
    includes the curb and gutter, or any surface water. Dewatering operations shall not
    create any erosion or flooding. Dewatering discharges that contain chemicals,
    hydrocarbons, or sewage shall not be discharged to the storm drain system. A
    dewatering plan with sufficient detail to ensure the proposed dewatering will comply
    with applicable regulations must be included as part of the erosion and sediment
    control plan.
    PART 4 - MEASUREMENT AND PAYMENT
    25. Excavation
    Arlington County Solicitation 19-121-ITB
    Supplemental Specifications
    Page 4
    Delete: When explicitly included as a pay item, Excavation will be measured by the cubic yard as
    illustrated on the approved plans, or as approved by the Project Officer. Excavation in excess
    of that shown on the approved plans will not be compensated, unless specifically approved in
    advance by the Project Officer. Payment will include all labor, materials, and equipment and
    will include excavation, handling, storage and disposal of materials, backfilling, compaction,
    testing, and all other activities necessary to comply with these Specifications.
    Add: When explicitly included as a pay item on the Bid Form, Excavation will be measured by the
    cubic yard as illustrated on the approved plans, or as approved by the Project Officer.
    Excavation in excess of that shown on the approved plans will not be compensated, unless
    specifically approved in advance by the Project Officer. Payment will include all labor,
    materials, and equipment and will include excavation, handling, storage and disposal of
    materials, backfilling, compaction, testing, and all other activities necessary to comply with
    these Specifications.
    26. Fill
    Delete: When explicitly included as a pay item, Fill will be measured by the cubic yard in place as
    illustrated on the approved plans, or as approved by the project Officer, and will include all
    materials, equipment, and labor to construct the fills or embankments as illustrated on the
    construction drawings. Unless otherwise specified, Backfilling of excavations will not be
    compensated as Fill. Payment will include all clearing and grubbing, preparation, acquisition,
    transporting, storing, and handling of material, placement, shaping, compaction, and other
    activities necessary to comply with these Specifications.
    Add: When explicitly included as a pay item on the Bid Form, Fill will be measured by the cubic yard
    in place as illustrated on the approved plans, or as approved by the project Officer, and will
    include all materials, equipment, and labor to construct the fills or embankments as illustrated
    on the construction drawings. Unless otherwise specified, Backfilling of excavations will not be
    compensated as Fill. Payment will include all clearing and grubbing, preparation, acquisition,
    transporting, storing, and handling of material, placement, shaping, compaction, and other
    activities necessary to comply with these Specifications.
    30. Testing
    Delete: Testing will be considered subsidiary to the Work and no compensation will be approved. If the
    Project Officer directs testing in excess of that required by the Contract Documents, the
    Contractor shall be entitled to compensation unless such testing reveals noncompliant work
    Add: Materials testing shall be in compliance with County Specification Section 01400, and the
    Special Conditions of this Contract.
    Arlington County Solicitation 19-121-ITB
    Supplemental Specifications
    Page 5

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