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Contract Information


Project Name TOWNE ST-RIVER TO MERRILL-GLDV & MEADE AVENUE - GLENDIVE
Advertise Date 12/20/2018 05:00 PM
Close Date 01/18/2019 03:00 PM
Let Date 01/24/2019 09:00 AM

Notifications

-1-
Submitted: Friday 11-JAN-2019 08:57 AM
The General Wage Decision found in Section II or III of the bid package proposal is hereby replaced with the attached version.  The U.S. Department of Labor issued the revised Wage Decision on January 4, 2019.  The effective date and revisions to the first paragraph are the only changes.  There were no changes to actual wage rates or zone pay distances/locations.  GENERAL WAGE DECISION

Addendums

No addendums found for this contract

Clarifications

-1-
Submitted: Friday  18-JAN-2019 09:34 AM
Special Provision No. 17, PUBLIC INVOLVEMENT FIRM is hereby rescinded from the contract.  The awarded contractor is not required to coordinate with a public involvement firm as described in the rescinded special provision.  

Questions

-1-
Submitted: Friday    04-JAN-2019 12:44 PM  
Company: Century Companies Inc  
Contact: Estimating
The specifications for the pipe work have appear to have a contract in them as well as different procurement/contracting requirements. Also there are separate insurance requirement. Can you clarify if we are using the standard MDT contract and insurance requirements or the ones provided in the specs from Interstate Engineering that is inserted into the MDT proposal?
Answer
Submitted: Thursday    17-JAN-2019 03:00 PM
MDT contract requirements and specifications govern in areas of conflict.  Refer to Standard Specification 107.13 Insurance Requirements.

-2-
Submitted: Friday    04-JAN-2019 12:45 PM  
Company: Century Companies Inc  
Contact: Estimating
Can you please post the Geo technical information for the project.
Answer
Submitted: Wednesday    09-JAN-2019 03:45 PM  
Attached are PDF Files of the available project alignment and/or structures geotechnical report(s), geotechnical report supplements, and geotechnical laboratory summaries.  There is remaining geotechnical information that is voluminous and very difficult to compile in a concise manner.  Contractors are welcome to come to MDT Headquarters to inspect rock samples taken for the project that are stored here or to look through the complete set of Geotechnical field investigation notes, laboratory testing, analytical, or other data in our project files.  It should be noted that the project may have undergone significant changes during the design process after the original geotechnical report and supplements were issued.  Thus, some of the information contained in these documents may be out of date or not applicable with regard to the advertised project. Some of the changes include, but are not limited to: Project splits (for funding, ROW issues, etc.); alignment and grade changes; and changes due to environmental factors (sensitive areas, etc.). 
 
Please note:  The Preliminary Geotechnical Evaluation report prepared by MDT is linked below.  Another report prepared by DOWL in February 2015 was for Meade Ave-Dodge to Slocum for waterline work completed in 2017 is also linked below.  For further reference, there is additional Geotechnical information prepared for Interstate Engineering, Inc. (not linked here, but included in the Water/Sewer Specifications available with the Advertised Bid Package for this contract) for Meade Ave-Towne to Dodge.
 GEOTECHNICAL REPORTS

-3-
Submitted: Tuesday   08-JAN-2019 09:21 AM  
Company: Western Municipal Construction  
Contact: Justin Biehl  
1)  Is the surface restoration for the services incidental to them, or will it be paid under another line item? 
2)  What is the year and type of existing valves being tied into on W. Towne Street and W. Dodge Street?
3)  Will thrust blocks be required under the new valves?
4)  Will tracer wire be used with new water main alignment?
Answer
Submitted: Thursday   17-JAN-2019 02:37 PM  
1)  Surface restoration is incidental to the respective items.
2)  At the Dodge street intersection with Meade there is a 12 x 6 MJ reducer from the new 12” hydrant tee tying back into the existing 6” AC water pipe.  This was installed in 2017.   On the Towne street intersection with Meade there is another 12 x 6 MJ reducer tying the 12” valve to the existing 6” AC pipe. This was installed in 1997.
3)  Thrust blocks are not required under the new valves.
4)  Yes, tracer wire needs to be used with the new water main and will be incidental to the pipe.

Updated Answer
Submitted: Thursday   17-JAN-2019 04:19 PM  
Meade Ave Water and Sewer Replacement Specifications Section 01 22 19 has been revised/clarified based on the answer provided above and hereby supersedes Section 01 22 19 in the advertised bid package. 
UPDATED SECTION 01 22 19 SEC-II WATER & SEWER ADDITIVE ALTERNATE SPECIAL PROVISIONS

-4-
Submitted: Wednesday 09-JAN-2019 09:17 AM
Company: Century Companies, Inc.
Contact: Estimating
SP-3 States that "The department and the City of Glendive are committed to award the base bid and one of the two additive alternates" Is there any scenario where the State would only award the base bid and not either of the alternates?
Answer
Submitted: Wednesday 09-JAN-2019 03:13 PM
No, there is no scenario where the Department will only award the base bid and not either of the additive alternates.

-5-
Submitted: Wednesday 09-JAN-2019 02:35 PM
Company: Nelcon Inc
Contact: Nelcon, Inc.
Will MDT add a bid item for utility conflicts that may require lowering water/sewer main and or services to avoid conflicts?
Answer
Submitted: Monday 14-JAN-2019 09:40 AM
No bid Item will be added for utility conflicts.  If this situation arises in the field it will be handled as Extra Work per Standard Specification Section 109.

-6-
Submitted: Wednesday 09-JAN-2019 03:54 PM 
Company: Nelcon, Inc.
Contact: Nelcon, Inc. 
Would MDT consider to change item 618 030 080 to units rather than by Lump Sum?

Answer
Submitted: Monday 14-JAN-2019 09:38 AM

No, The traffic control item will remain as lump sum.

-7-
Submitted: Thursday  10-JAN-2019 09:23 AM  
Company: Century Companies, Inc.  
Contact: Estimating  
For the Towne Street Portion of the project NH-HISP 57-7(26)328: Is the crushed aggregate course under the sidewalks incidental? Is any other gravel on that portion of the project incidental?
Answer
Submitted: Monday  17-JAN-2019 09:51 AM
Yes, the crushed aggregate course is included in the contract unit price of sidewalk.  The crushed aggregate course under the street and curb is paid by the cubic yard.

-8-
Submitted: Friday    11-JAN-2019 03:17 PM  
Company: Northwest Pipe Fittings  
Contact: Tait Cross  
Would C900 pipe casing be acceptable in place of the specified HDPE pipe casing as long as it meets the minimum inside diameter?
Answer
Submitted Tuesday  15-JAN-2019 7:50 AM
No, use the contract specified pipe.

-9-
Submitted: Tuesday   15-JAN-2019 12:22 PM  
Company: Century Companies, Inc.  
Contact: Estimating
With all of the work to be coordinated in sequence on Towne including storm sewer, electrical/signals, curb ramps etc., what will be required for operations of traffic signals during the work on Towne? Do current signals need to remain operational, can the intersections be signed with temporary 4 way stop signs? Can temporary signal lights be used? Please specify.
Answer
Submitted: Thursday   17-JAN-2019 02:35 PM  
Maintain existing signal operations as long as possible.  All-way stops or temporary signals may be used at the intersections.  Flaggers may be used in conjunction with other Traffic Control operations where needed.

-10-
Submitted: Tuesday   15-JAN-2019 12:50 PM  
Company: Montana Lines, Inc.  
Contact: Estimating
For traffic signal foundations that are to be removed, is it acceptable to demolish and remove the top two feet, or must the entire foundations be removed?
Answer
Submitted: Thursday   17-JAN-2019 05:58 PM  
Fully remove any signal foundations that are in conflict with new foundations.  Demolish and remove at least two feet from finished surfaces any foundation that are not in conflict.