itb 4496 addendum 2€¦ · 845. 0+00 1+00 2+00 3+003+25. bm-6 829.207 bm-8 837.694. s. ashley st....

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ADD2 - 1 ADDENDUM No. 2 ITB No. 4496 West Liberty Reconstruction Bids Due: May 11, 2017 at 2:00 P.M. (local time) The following changes, additions, and/or deletions shall be made to the Invitation to Bid for West Liberty Reconstruction, ITB No. 4496, on which proposals will be received on/or before May 11, 2017, at 2:00 P.M. (local time). The information contained herein shall take precedence over the original documents and all previous addenda (if any), and is appended thereto. This Addendum includes 5 pages. Bidder is to acknowledge receipt of this Addendum No. 2, including all attachments (if any) in its Bid by so indicating on page ITB-1 of the Invitation to Bid Form. Bids submitted without acknowledgment of receipt of this addendum will be considered nonconforming. The following forms provided within the ITB Document must be included in submitted bids at bid opening. City of Ann Arbor Prevailing Wage Declaration of Compliance City of Ann Arbor Living Wage Ordinance Declaration of Compliance Vendor Conflict of Interest Disclosure Form City of Ann Arbor Non-Discrimination Ordinance Declaration of Compliance Bids that fail to provide these completed forms listed above upon bid opening will be rejected as non-responsive and will not be considered for award. I. CORRECTIONS/ADDITIONS/DELETIONS/CLARIFICATIONS Changes to the Bid documents outlined below are referenced to a page or Section in which they appear conspicuously. The Bidder is to take note in its review of the documents and include these changes as they may affect work or details in other areas not specifically referenced here. Item #1: Revised plan sheets 8, 37, and 40 are included in this addendum. Pg 8 – Infiltration Trench detail revised. Pg 37 – Trench backfill detail revised to IA. Pg 40 – Temporary water main interconnect between phases has been added. II. REQUEST FOR INFORMATION 1. If dewatering is required to install the underground utilities, what environmental controls will be required? Response: Due to contaminations present, the water can not be discharged to the storm sewer or sanitary sewer, and must therefore be removed from the site.

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Page 1: ITB 4496 Addendum 2€¦ · 845. 0+00 1+00 2+00 3+003+25. bm-6 829.207 bm-8 837.694. s. ashley st. w. liberty st. storm sewer structure table. r-200 to r-306. plan: 1" = 20' profile:

ADD2 - 1  

ADDENDUM No. 2

ITB No. 4496

West Liberty Reconstruction

Bids Due: May 11, 2017 at 2:00 P.M. (local time) The following changes, additions, and/or deletions shall be made to the Invitation to Bid for West Liberty Reconstruction, ITB No. 4496, on which proposals will be received on/or before May 11, 2017, at 2:00 P.M. (local time). The information contained herein shall take precedence over the original documents and all previous addenda (if any), and is appended thereto. This Addendum includes 5 pages. Bidder is to acknowledge receipt of this Addendum No. 2, including all attachments (if any) in its Bid by so indicating on page ITB-1 of the Invitation to Bid Form. Bids submitted without acknowledgment of receipt of this addendum will be considered nonconforming. The following forms provided within the ITB Document must be included in submitted bids at bid opening.

• City of Ann Arbor Prevailing Wage Declaration of Compliance • City of Ann Arbor Living Wage Ordinance Declaration of Compliance • Vendor Conflict of Interest Disclosure Form • City of Ann Arbor Non-Discrimination Ordinance Declaration of Compliance

Bids that fail to provide these completed forms listed above upon bid opening will be rejected as non-responsive and will not be considered for award. I. CORRECTIONS/ADDITIONS/DELETIONS/CLARIFICATIONS Changes to the Bid documents outlined below are referenced to a page or Section in which they appear conspicuously. The Bidder is to take note in its review of the documents and include these changes as they may affect work or details in other areas not specifically referenced here. Item #1: Revised plan sheets 8, 37, and 40 are included in this addendum.

Pg 8 – Infiltration Trench detail revised. Pg 37 – Trench backfill detail revised to IA. Pg 40 – Temporary water main interconnect between phases has been added.

II. REQUEST FOR INFORMATION

1. If dewatering is required to install the underground utilities, what environmental controls will be required?

Response: Due to contaminations present, the water can not be discharged to the storm sewer or sanitary sewer, and must therefore be removed from the site.

Page 2: ITB 4496 Addendum 2€¦ · 845. 0+00 1+00 2+00 3+003+25. bm-6 829.207 bm-8 837.694. s. ashley st. w. liberty st. storm sewer structure table. r-200 to r-306. plan: 1" = 20' profile:

ADD2 - 2  

2. Will the Pay Item 4047001 “Infiltration Trench” include payment for volumes of excavated

material / backfill as necessary to install OSHA approve excavations? For example, the detail as shown on sheet 8 of the plans is not realistic. Based on the soil borings and insitu soils there is no possibility of vertical trench walls for this application. This may also increase the sidewalk removal and replacement limits.

Response: The trench wall detail has been revised. Update plan sheet included. Bidders are responsible for any conclusions that they may draw from the information contained in the Addendum. 

Page 3: ITB 4496 Addendum 2€¦ · 845. 0+00 1+00 2+00 3+003+25. bm-6 829.207 bm-8 837.694. s. ashley st. w. liberty st. storm sewer structure table. r-200 to r-306. plan: 1" = 20' profile:

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R:\2015034 Liberty - First to Main\Plan Production\2015034DET1.dwg Dwg Created: 8-May-17 - _a2 standard bw.stb - Plot Date: 8-May-17 Dwg Created: 8-May-17 - _a2 standard bw.stb - Plot Date: 8-May-178-May-17 - _a2 standard bw.stb - Plot Date: 8-May-17 - _a2 standard bw.stb - Plot Date: 8-May-17_a2 standard bw.stb - Plot Date: 8-May-17 - Plot Date: 8-May-178-May-17
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ADDENDUM #2
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N.T.S.
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TYPICAL TREE PIT SECTION
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%%USTA. 17+50 TO STA. 18+60 LEFT
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WEST LIBERTY STREET
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PROP UNDERDRAIN, SUBBASE, 6 INCH TYPICAL LEFT AND RIGHT SEE DETAIL
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SCH 80 CONDUIT AS SHOWN PER PLANS (2.0' BELOW FINISHED GRADE)
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SCH 80 CONDUIT AS SHOWN PER PLANS (2.0' BELOW FINISHED GRADE)
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PARKING METER POST
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PROP UNDERDRAIN, SUBGRADE, 8 INCH
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TREE PIT TREE PIT
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TREE GRATE, EJIW #8694, 48"X96"
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ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE, OR ENGINEER APPROVED EQUAL, TO BE PLACED AROUND TOP AND SIDES OF CLEAN WASHED MDOT 6A STONE. UNIT PRICE OF THE ITEM "INFILTRATION TRENCH" AND WILL NOT BE PAID FOR SEPARATELY.
Page 4: ITB 4496 Addendum 2€¦ · 845. 0+00 1+00 2+00 3+003+25. bm-6 829.207 bm-8 837.694. s. ashley st. w. liberty st. storm sewer structure table. r-200 to r-306. plan: 1" = 20' profile:

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09-09-29-144-012 THRU 024 101 W LIBERTY ST STE 200-350
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09-09-29-144-025 115 W LIBERTY
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09-09-29-144-004 111 W LIBERTY ST
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09-09-29-144-005 113 W LIBERTY ST
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09-09-29-144-007 117 W LIBERTY ST
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09-09-29-144-008 303 S ASHLEY ST
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09-09-29-143-025 116 W LIBERTY ST 1
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09-09-29-143-019 118 W LIBERTY ST
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09-09-29-143-017 122 W LIBERTY ST
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09-09-29-143-022 112 W LIBERTY ST
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09-09-29-143-016 213 S ASHLEY ST
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09-09-29-146-012 212 S ASHLEY ST
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09-09-29-143-018 120 W LIBERTY ST
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09-09-29-143-021 114 W LIBERTY ST
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09-09-29-145-007 300 S ASHLEY ST
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R:\2015034 Liberty - First to Main\Plan Production\2015034STRM3.dwg Dwg Created: 13-Apr-17 - _a2 standard bw.stb - Plot Date: 8-May-17 Dwg Created: 13-Apr-17 - _a2 standard bw.stb - Plot Date: 8-May-1713-Apr-17 - _a2 standard bw.stb - Plot Date: 8-May-17 - _a2 standard bw.stb - Plot Date: 8-May-17_a2 standard bw.stb - Plot Date: 8-May-17 - Plot Date: 8-May-178-May-17
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ADDENDUM #2
Page 5: ITB 4496 Addendum 2€¦ · 845. 0+00 1+00 2+00 3+003+25. bm-6 829.207 bm-8 837.694. s. ashley st. w. liberty st. storm sewer structure table. r-200 to r-306. plan: 1" = 20' profile:

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TEMPORARY PHASE 1 - WATER MAIN CONNECTION DETAIL

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ABANDON EXISTING WATER MAIN WITHIN THE LIMITS AS SHOWN. PAID FOR AS "WATER MAIN, ABANDON".
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09-09-29-212-003 213 W LIBERTY ST
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09-09-29-144-008 303 S ASHLEY ST
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09-09-29-145-005 207 W LIBERTY ST
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TEMPORARY WATER MAIN CONNECTION. SEE DETAIL.
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R:\2015034 Liberty - First to Main\Plan Production\2015034Wtr1.dwg Dwg Created: 8-May-17 - _a2 standard bw.stb - Plot Date: 8-May-17 Dwg Created: 8-May-17 - _a2 standard bw.stb - Plot Date: 8-May-178-May-17 - _a2 standard bw.stb - Plot Date: 8-May-17 - _a2 standard bw.stb - Plot Date: 8-May-17_a2 standard bw.stb - Plot Date: 8-May-17 - Plot Date: 8-May-178-May-17
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STA.5+64 5+64 12"x 6" REDUCER
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STA. 5+56, 5 LT PERFORM TEMPORARY TIE-IN TO EX. 6" WATER MAIN WITH 6" LONG PATTERN SOLID SLEEVE
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