NOTICE TO BIDDERS
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OWNER |
The Common Council of the City of |
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PROJECT |
The work, officially known as Project No.
04008 – Shepard Avenue Storm Sewer and Project No. 05026 – |
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item description |
Unit |
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Project
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30”
Storm Sewer,Granular Backfill |
245 LF
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30”
Storm Sewer, Spoil Backfill |
285 LF |
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38”W x 24”H HE RCP Storm Sewer, Granular
Backfill |
53 LF |
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12”
Storm Sewer (RCP or smooth inner wall corrugated HDPE), Spoil Backfill |
32 LF |
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12”
RC Flared End Section |
1 EA |
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24”x
38” RC Flared End Section |
1 EA |
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60”
Pre-Cast Storm Manhole |
3 EA |
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72”
Pre-Cast Storm Manhole |
1 EA |
|
16”
Diameter Watermain Offset |
1 EA |
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8”
Diameter Watermain Offset |
1 EA |
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Saw
Cut Asphalt Pavement (Full Depth) |
375 LF |
|
Asphalt
Road Restoration |
75 SY |
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Driveway
Restoration |
500
SF |
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Remove
and Dispose Existing 15” RCP Storm Sewer |
163 LF |
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Remove
and Dispose Existing 12” CMP Storm Sewer |
26.5 LF |
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Remove
and Dispose Existing 60” Storm Manhole |
1 EA |
|
Relocate
or Adjust Sanitary Laterals |
3
EA |
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Relocate
or Adjust Water Laterals |
3
EA |
|
Topsoil,
Seed, Fertilize & Mulch |
520 SY |
|
Sod |
74 SY |
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Erosion
Mat |
10 SY |
|
Silt
Fence |
110 LF |
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Traffic
Control |
1 LS |
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Project No. 05026 – Proposed Storm Sewer St. John’s
Estates |
|
|
24”
Storm Sewer, Granular Backfill |
176 LF |
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24”
Storm Sewer, Spoil Backfill |
792 LF |
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21”
CMP, Spoil Backfill |
30 LF |
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42”
Pre-Cast Storm Manhole |
6 EA |
|
8”
Diameter Watermain Offset |
1 EA |
|
Saw
Cut Asphalt Pavement (Full Depth) |
200 LF |
|
Asphalt
Road Restoration |
50 SY |
|
Driveway
Restoration |
200 SF |
|
Topsoil,
Seed, Fertilize & Mulch |
1,500 SY |
|
Erosion
Mat |
170 SY |
|
Shaping
and Grading |
110 SY |
|
Traffic
Control |
1 LS |
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TIME |
Proposals must be received by the City Clerk
no later than 10:00 a.m., Friday July 22, 2005, at which time and place the
proposals will be publicly opened and read aloud. |
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CONTRACT
DOCUMENTS |
Plans, specifications, and bidding documents
are on file for inspection at the City Engineer’s office, |
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STATUTORY
PROVISIONS |
The Contract letting shall be subject to the provisions
of Section 62.15, 66.0901, 66.0903, and 779.16 Wisconsin Statutes. The minimum wage scale to be paid on this
project shall be in accordance with the prevailing minimum wage as determined
by federal or state law, whichever applies, and such wage is incorporated by
reference, as it may be amended from time to time. If the United States Department of Housing
and Urban Development or State of |
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BID
GUARANTEE |
A certified check or bank draft payable to the
City of Oak Creek, or a satisfactory bid bond, in an amount not less than 5%
of the bid shall accompany each bid as a guarantee that if the bid is
accepted, the bidder will execute and file the proposed contract and bond
within 10 days after the award of the contract. In case the bidder fails to file such
contract and bond within the time set by the City, the check or bid bond
shall be forfeited to the City as liquidated damages pursuant to SS.62.15(3). |
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EQUAL
OPPORTUNITY |
The City of Oak Creek hereby notifies all
bidders that it will affirmatively insure that in any contract entered into
pursuant to this advertisement, minority business enterprises will be
afforded full opportunity to submit bids in response to this invitation and
will not be discriminated against on the ground of race, color, sex, or
national origin in consideration for an award. |
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BID
REJECTION |
The Common Council reserves the right to
reject any and all bids, waive any |
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BID
WITHDRAWAL |
No bid shall be withdrawn for a period of 30
days after the scheduled opening of the bids without the consent of the
Common Council. |
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BIDDING
DOCUMENTS AVAILABILITY |
Plans, specifications and bidding documents
shall be available at the City Engineer’s office on July 7, 2005. |