Addendum No. 4 -Beartrap Stream Crossing.pdf
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- Solicitation number
- RFQ - 171 - 230000000313
- Issued by
- Ionia County, Michigan
About this file
This document is Addendum No. 4 to the Snowmobile Trail 8/Sunrise Grade - Beartrap Stream Crossing and Ionia Creek Crossing Bridge Replacement project in Alger, Michigan, issued by UP Engineers & Architects, Inc. on behalf of the Michigan Department of Technology, Management and Budget (DTMB) and the Michigan Department of Natural Resources (DNR). The addendum clarifies, modifies, and changes the original plans and specifications, and includes a sign-in sheet from a mandatory pre-bid walkthrough as well as soil boring logs.
The contract opportunity involves the replacement of bridges at the Beartrap Stream Crossing and Ionia Creek Crossing. The bid package must acknowledge receipt of this addendum, and it is to be included with the bid submission. The bid submission deadline and award date are not provided. The contract term and any renewal options are also not specified.
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707 Ashmun Street Sault Ste. Marie, MI 49784
906-645-0522 • 800-867-0522 • Fax: 906-645-0622
Offices also in:
Houghton
Iron Mountain Ishpeming Marinette
U.P. Engineers & Architects, Inc.
www.UPEA.com
[M22-02472]
ADDENDUM NO. 4
TO THE
SNOWMOBILE TRAIL 8/SUNRISE GRADE – BEARTRAP STREAM CROSSING AND
IONIA CREEK CROSSING BRIDGE REPLACEMENT
ALGER, MI
ADDENDUM NO. 4 is issued April 27, 2023, to clarify, modify, and/or change the original plans and specifications issued by UP Engineers and Architects. This ADDENDUM NO. 4 is hereby made part of the Contract Documents for the contract noted below.
File No. 752/29242.ABG Beartrap Stream Crossing and Ionia Creek Crossing Bridge Replacement
Please acknowledge receipt of this ADDENDUM NO. 4 on the appropriate blank on the Bid Form and also include this addendum with the bid package.
GENERAL
1. See attached sign in sheet from the mandatory pre-bid walk through.
2. See attached soil boring logs.
END OF ADDENDUM NO. 4
Prepared by:
U.P. Engineers & Architects, Inc
DTMB-0441 (R 19.02)
MEETING ATTENDANCE RECORD
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
State Facilities Administration Design and Construction Division
PROJECT DESCRIPTION/LOCATION Snowmobile Trail 8/Sunrise Grade – Beartrap Stream Crossing and Ionia Creek Crossing
DATE
2023-04-25
TIME
1:30 p.m.
FILE NUMBER
751/19232.ABG
CONTRACT
NUMBER
MEETING PLACE
DNR, Newberry Office, 5666 M-123, Newberry, MI 49868
PLEASE PRINT YOUR NAME
FIRM YOU REPRESENT
EMAIL ADDRESS
TELEPHONE NUMBER
Jeremy K. Gagnon
U.P.E.A.
jgagnon@upea.com
906-635-0511
Aaron S. Janke
U.P.E.A ajanke@upea.com
906-482-4810
Robert A. Fraser
Maverick Cons.
rfraser@aaamaverick.
906-643-9220
Jerry D'Ambrosio
Associated Cons.
jerjoe88081@gmail.co
906-251-8704
Nate Peck
NK Environmental LLC nate@nkenvironmental
231-631-5243
Jason Pascoe
DTMB
pascoej2@michigan.go
Will Rajala
WR Construction, LLC rajalaw@wrcmqt.com
FIELD LOG
mid
PROJECT Ionia Creek Bridge DATE STARTED July 2022 DRILLER BM JOB NO. DTMB-DNR LOCATION 46.50191, -86.25214 Sunrise Grade DATE COMPLETED Aug. 4, 2022 HELPER EB BORING NO. SB-1
SAMPLE
NO.
DEPTH (ft) DRILLING
OR
SAMPLING
METHOD
SPLIT SPOON BLOWS
SAMPLE DESCRIPTION
FROM TO 0"-6" 6"-12" 12"-18" 18"-24"
SB-1 2.5’ 4.0’ S/S 3 5 5 Uniform Medium Sand
5.0’ 6.5’ S/S 2 4 6 Uniform Medium Sand
7.5’ 9.0’ S/S 4 7 10 Medium Sand with trace Coarse & trace Gravel
10.0’ 11.5’ S/S 15 15 11 Dark brown Medium / Coarse Sand
15.0’ 16.5’ S/S 1 2 3 Light uniform Medium / Fine Sand
20.0’ 21.5’ S/S 1 1 2 Medium / Fine Sand
25.0’ 26.5’ S/S 2 2 3 Uniform Medium Sand
27.5’ 28.5’ Auger Gravel seam – (Firm Drilling)
30.0’ 31.5’ S/S 3 4 2 Mixed Gravel / Medium Sand with trace Silty Sand
35.0’ 36.5’ S/S 4 6 8 Mixed Medium Sand with trace Silty Sand
40.0’ 41.5’ S/S 5 6 7 Medium Sand with trace Pea Stone
41.5’ 43.0’ Auger Gravel Seam – (Firm Drilling)
45.0’ 46.5’ S/S 5 5 8 Clean Uniform Light Brown Medium Sand
50.0’ 51.5’ S/S 8 9 11 Clean Uniform Light Brown Medium Sand
51.5’ Tri-cone End of boring
BACKFILL METHOD WATER LEVEL OBSERVATION
NATURAL SOILS WL: 7. 0’ WS or WB
CEMENT GROUT WL: . AFTER BORING
BENTONITE & CEMENT WL: . HRS/AFTER BORING
OTHER Pavement Patched w/ Blacktop PAGE OF
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