Proposal Part 3.pdf
PDF 6 MB Posted
- Solicitation number
- RFP - 591 - 220000001996
- Issued by
- Cass County, Casnovia Village, Michigan
About this file
This document is a Proposal Part 3 from the Michigan Department of Transportation for a Hot Mix Asphalt (HMA) skip paving project on US-12 in Cass County. The project includes cold milling of the HMA surface, hand patching, applying HMA bond coat, and resurfacing with one course of HMA, 5EML at various locations along an approximately 0.794 mile stretch of US-12. Key quantities include 8,521 square yards of Cold Milling HMA Surface and 715 tons of HMA Approach. The project also includes the installation of pavement markings, channelizing devices, lighted arrows, and other traffic control measures. The contract duration is not specified.
The proposal includes detailed project location information, construction specifications, standard plan references, and a location sketch. Pricing information is not provided, as this appears to be a submittal document rather than a bid solicitation. Funding sources and any small business or disadvantaged business set-asides are also not mentioned in this excerpt.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 2022HM_Proposal.Part 1.pdf | ||
| 2022HM_US-12 Paving_RFP FINAL.docx | DOCX document | |
| Proposal.Part 2.pdf | ||
| Proposal Part 4.pdf |
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Text version
MICHIGAN
DEPARTMENT OF TRANSPORTATION
LOG OF PROJECT
2022HM_PROPOSAL
CONTROL SECTION 14041/14042
US-12
Cass County
LOCATIONS:
Location A:
US-12 beginning approximately 595’ west of S. Shore Dr. to 600’ east of S. Shore Dr.
Length = 0.227 miles
Location B:
US-12 beginning approximately 402’ east of Eagle Lake Rd.
Length = 0.076 miles
Location C:
US-12 beginning approximately 1800’ east of Cassopolis Rd.
Length = 0.113 miles
Location D:
US-12 beginning approximately 2350’ west of Calvin Center Rd.
Length = 0.038 miles
Location E:
US-12 beginning approximately 980’ west of Calvin Center Rd.
Length = 0.140 miles
Location F:
US-12 beginning approximately 929’ east of Calvin Center Rd.
Length = 0.084 miles
Location G:
US-12 beginning approximately 2936’ east of Calvin Center Rd.
Length = 0.021 miles
Location H:
US-12 beginning approximately 1168’ east of Michiana Pkwy.
Length = 0.095 miles
TOTAL LENGTH = 0.794 miles
3/23/2022 CS 14041
DESCRIPTION OF WORK:
Throughout the project, the Contractor shall perform the following, as directed by the Engineer:
Maintain traffic according to the SPECIAL PROVISION FOR MAINTAINING TRAFFIC in the Proposal.
Cold Milling HMA Surface per the details or as directed by the Engineer to a depth of 1.5”.
Fill holes, depressions, joints, and cracks after cold milling and before the HMA Overlay as directed by the Engineer, to be paid for as Hand Patching (a miscellaneous quantity has been included).
Surface the milled pavement with HMA Bond Coat at an estimated rate at 0.05-0.15 Gal/Syd.
Surface milled pavement with one course of HMA, 5EML at a rate of 165 Lbs/Syd to be paid for as HMA, Approach: match existing cross slope.
Resurface all HMA milled areas the same day as the HMA cold milling operation. Pavement shall be placed prior to opening to traffic.
Apply permanent pavement markings on the final pavement surface within 24 hours as described in the proposal.
3/23/2022 CS 14041
The following work items and quantities apply throughout the entire project.
Item Quantity Unit Cold Milling HMA Surface 8521 Syd HMA, Approach 715 Ton Hand Patching 10 Ton Pavt Mrkg, Waterborne, 6 inch, Yellow 3390 Ft Pavt Mrkg, Waterborne, 6 inch, White 5548 Ft Witness, Log, $1,250.00 1250 Dlr Channelizing Device, 42 inch, Fluorescent, Furn 50 Ea Channelizing Device, 42 inch, Fluorescent, Oper 50 Ea Lighted Arrow, Type C, Furn 2 Ea Lighted Arrow, Type C, Oper 2 Ea Minor Traf Devices 1 LSUM Pavt Mrkg, Wet Reflective, Type R, Tape, 4 inch, Yellow, Temp 545 Ft Sign Cover 5 Ea Sign, Type B, Temp, Prismatic, Furn 272 Sft Sign, Type B, Temp, Prismatic, Oper 272 Sft Traf Regulator Control 1 LSUM
PROJECT SPECIFIC NOTES
NOTES APPLYING TO STANDARD PLANS
Where the following items are called for on plans, they are to be constructed according to the standard plan given below opposite each item unless otherwise indicated.
Title Plan No.
PAVEMENT MARKINGS
TEMPORARY LONGITUDINAL LINE TYPES AND PLACEMENT PAVE-904-A *
LONGITUDINAL LINE TYPES AND PLACEMENT PAVE-905-E
* Denotes Special Detail
LOCATION Lane Length Width Area (Sft) Area (Syd) Ton
A Both 1200 29 34800 3866.6667 319
B EB 400 16 6400 711.11111 59
C EB 595 12 7140 793.33333 66
D EB 203 14 2842 315.77778 27
E EB 737 12 8844 982.66667 82
F EB 442 12 5304 589.33333 49
G EB 113 12 1356 150.66667 13
H EB 500 20 10000 1111.1111 92
Total 8521 715
US-12 Skip Paving
929' East of Calvin Center Rd
2936' East of Calvin Center Rd
1168' East of Michiana Pkwy
DESCRIPTION
595' West of S Shore Dr to 600' East of S. Shore Dr
402' East of Eagle Lake Rd
1800' East of Cassopolid Rd
2350' West of Calvin Center Rd
980' West of Calvin Center Rd
CS:
JN:
TSC:
DATE:
DESIGN UNIT:
DRAWING SHEET
US12
CON
14041
3/23/22
VALSADIA
KALAMAZOO
US-12 SKIP PAVING
NO SCALE
FILE:
Michigan Department of Transportation
SECT 1
A B
0 S yd C old M illin g
1 /
*16 5 /
0 T on
C10
0 S yd C old M illin g
1 /
*16 5 /
0 T on
D
10540 Syd Cold Milling
94861 / 9 *165 / 2000 = 870 Ton
E
F G
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 TomTom
LOCATION A LOCATION B
LOCATION C LOCATION D
LOCATION E LOCATION F LOCATION G
U S
-1
U S
-1
U S
-1
U S
-1
U S
-1
U S
-1
U S
-1
U S
-1
U S
-1
US-12
ISLAND DR S SHORE DR EAGLE LAKE DR
EAGLE LAKE DR
GAYLA DR
CALVIN CENTER RD
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