Contract Information
| Project Name | 7TH AVE NW SIDEWALKS-CHOTEAU |
| Advertise Date | 02/28/2019 04:00 PM |
| Close Date | 03/25/2019 10:00 AM |
| Let Date | 03/28/2019 09:00 AM |
Notifications
No notifications found for this contract
Addendums
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-1-
Submitted: Thursday 21-MAR-2019 04:13 PM
An Addendum has been posted for this project: ADDENDUM
To download the addendum bid files, click here: BID FILES
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Clarifications
No clarifications found for this contract
Questions
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-1-
Submitted: Wednesday 13-MAR-2019 01:16 PM
Company: CSS Contracting,Inc.
Contact: Chris Saale
Is SWPPP required on this project or just Line item# 0040 BMP Administration and line# 0050 Temporary Erosion Control?
Answer
Submitted: Thursday 14-MAR-2019 08:15 AM
Please review Special Provision 12. The area of disturbance within the construction limits is less than one acre, therefore no SWPPP permit is required. If the contractor exceeds this threshold due to their own operations a permit would be required.
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-2-
Submitted: Wednesday 13-MAR-2019 01:25 PM
Company: United Materials of Great Falls
Contact: Estimating
The surfacing frame for Portland Cement Concrete Pavement is 165.7 square yards. The proposal shows 165.7 cubic yards. I believe the correct quantity is 165.7 square yards. Please confirm.
Answer
Submitted: Thursday 14-MAR-2019 03:15 PM
The Portland Cement Concrete Pavement quantity of 165.7 SQYD shown in the surfacing frame is correct. An addendum will be forthcoming, deleting bid item 551 020 050, Concrete - Class Pave - 165.7 CUYD and the bid item 501 010 110, Portland Cement Concrete Pavement 6 IN, 165.7 SQYD will be added.
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-3-
Submitted: Wednesday 13-MAR-2019 01:28 PM
Company: United Materials of Great Falls
Contact: Estimating
The typical section for the 0.5' portland cement concrete pavement does not show any reinforcing. Is reinforcing required for the PCCP? If so, is it per MDT drawing 501-00 PCCP joints?
Answer
Submitted: Thursday 14-MAR-2019 08:08 AM
Install joints, tie bars, and dowel bars per MDT Detailed Drawing 501-00.
Revised Answer
Submitted: Monday 18-MAR-2019 01:30 PM
Please see Answer for Question #4.
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-4-
Submitted: Thursday 14-MAR-2019 02:39 PM
Company: United Materials of Great Falls, Inc.
Contact: Estimating
Detail drawing 501-00 shows 1.5" Diameter dowel bars in the transverse contraction joints and the PMS transverse transition detail. ACI (325.12R-15) states dowel bars are not needed for city streets, and also states dowels are not needed for concrete less than 8 inches in thickness. The larger dowels will likely cause cracking in the concrete pavement. Considering a 1 year warranty against concrete cracking is part of this contract, will the department consider removing the requirement for dowel bars in the concrete pavement?
Answer
Submitted: Monday 18-MAR-2019 01:26 PM
After further consideration, the dowel bars in the transverse contraction joints and the PMS transverse transition will be eliminated.
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-5-
Submitted: Thursday 14-MAR-2019 06:38 PM
Company: Gary Fisher
Contact: Gary Fisher
Looking through all the plans, drawings and bid documents for specifications on reinforcing steel for the drive approaches and the PCCP. I don’t see any specifications for reinforcing steel. Would this be correct?
Answer
Submitted: Monday 18-MAR-2019 11:32 AM
Reinforcing steel is not required in the drive approaches and PCCP.
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