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....
TRANSCRIPT
![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:](https://reader030.vdocument.in/reader030/viewer/2022011900/5f057c427e708231d4133278/html5/thumbnails/1.jpg)
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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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:](https://reader030.vdocument.in/reader030/viewer/2022011900/5f057c427e708231d4133278/html5/thumbnails/3.jpg)
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![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:](https://reader030.vdocument.in/reader030/viewer/2022011900/5f057c427e708231d4133278/html5/thumbnails/4.jpg)
R-200 TO R-306
810
815
820
825
830
835
840
845
810
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845
0+00 1+00 2+00 3+00 3+25
BM-6829.207
BM-8837.694
S. A
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W. LIBERTY ST.STORM SEWER STRUCTURE TABLE
R-200 TO R-306
PL
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PR
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CAUTION
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![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:](https://reader030.vdocument.in/reader030/viewer/2022011900/5f057c427e708231d4133278/html5/thumbnails/5.jpg)
BM-5816.960
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S A
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SE
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PR WATER - LIBERTY
805
810
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PL
AN
: 1
" =
20'
PR
OF
ILE
: 1"
= 4
'R
Know
wha
t's be
low.
Call b
efor
e you
dig
.
CITY O
F
A
NN
A
RBOR
MI C
HI
GA
N
INC
OR
PO
RA
TE
D 1
85
1
PR
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40 OF 63
2015
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40
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CAUTION
CAUTION
CAUTION
CAUTION
TEMPORARY PHASE 1 - WATER MAIN CONNECTION DETAIL