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Contract Information


Project Name I-15 CULVERT-JEFFERSON CITY-PH 2
Advertise Date 06/28/2018 10:00 AM
Close Date 07/09/2018 10:00 AM
Let Date 07/12/2018 09:00 AM

Notifications

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Addendums

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Clarifications

-1-
Submitted: Thursday 28-JUN-2018 04:24 PM\
The successful bidder is required to install orange safety fence between the excavation limits for the new RCB culvert and Beavertown Creek, located near the outlet of the existing SSPPA.  The Project Manager will stake the extents of the orange safety fence prior to culvert excavation.  This work is measured and paid as Misc. work.

-2-
Submitted: Friday 22-JUN-2018 04:00 PM
Updated: Monday 09-JUL-2018 08:27 AM
The can be found at the following link and is for informational purposes only:  CROSS SECTION AT STATION 664+20.7

-3-
Submitted: Friday 22-JUN-2018 04:05 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  Thus, some of the information contained in these documents may be out of date or not applicable with regard to the advertised project.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.).  The documents can be found at: GEOTECH ALIGNMENT REPORT

-4-
Submitted: Friday 22-JUN-2018 04:08 PM
Attached is the Culvert Observation Well Water Level Elevation for informational purposes only. GROUNDWATER OBSERVATION WELL DATA

-5-
Submitted: Friday 22-JUN-2018 04:14 PM
Attached are the Shop Drawings for the Reinforced Concrete Box.

-6-
Submitted: Monday 02-JUL-2018 12:18 AM
The SPA 124 permit has been received on July 2, 2018.  Replace the following language in Special Provision #14 – Stream Protection Act 124. A:
 “Preconstruction Stream Protection Act (SPA) 124 No.: MDT-3-xx-2018,” with “Preconstruction Stream Protection Act (SPA) 124 No.: MDT-R3-41-2018,”

-7-
Submitted: Tuesday 03-JUL-2018 01:54 PM
Special Provision #38 Traffic Control C. 5) Wide Load Staging Areas is revised as follows: “Staging areas have been established on I-15 to accommodate loads over 12 feet wide. Remove the existing I-15 NB staging area and re-establish it on the north side of Boulder Hill as directed by the Project Manager. Provide passage of wide loads through the project area a minimum of four consecutive days /week and two hours/day as approved by the Project Manager. See Also Wide Load Accommodations provision contained elsewhere in the contract.” 

Special Provision #42 Wide Load Accommodations D. Method of Measurement is revised as follows: “Traffic control required for wide load staging areas will be paid on a lump sum basis except as otherwise noted in this provision. Include all costs to relocate the I-15 NB staging area to the north side of Boulder Hill in the Traffic Control- LS item.”

-8-
Submitted: Tuesday    10-JUL-2018 02:45 PM
Place classes Deck and Overlay-SF concrete with a temperature between 50 and 80 °F (10 and 26 °C). Place all other classes of concrete with a temperature between 50 and 85 °F (10 and 29 °C).

Questions

-1-
Submitted: Monday    09-JUL-2018 08:59 AM  
Company: Helena Sand & Gravel, Inc.  
Contact: Loren Blossom  
How far outside of the MDT ROW will the contractor be able to work?
How far past the existing fence lines?
Answer
Submitted: Monday 09-JUL-2018 03:00 PM
MDT has not secured any temporary construction permits and therefore the Contractor will not be allowed to work outside of MDT ROW without written permission from adjacent landowners secured through the Contractor.

The existing access control fence is not representative of the ROW limits along the entire project limits, specifically near the existing culvert inlet and outlet, refer to the linked set of as-built/ROW plans for ROW limits (sheet 25/26), these ROW plans are included for information only.  Work outside of the Access Control fence is expected but work must be in accordance with the contract and associated permits both obtained by MDT and the Contractor.

Link to ROW plans:
  RIGHT-OF-WAY PLANS

-2-
Submitted: Monday    09-JUL-2018 09:54 AM
Company: Helena Sand & Gravel,Inc.
Contact: Loren Blossom
1)   What are the limits of the current permits in place for this project?
2)   Specifically what permits is the Contractor required to obtain that the MDOT does not have in place as of today?
3)   If there are permits not in place by the MDOT, there could be substantial delays in approval of these permits by the Government Agencies. If applications are submitted and approvals are not given by the Government agencies, will Time be added to the Contract until the permits are approved?
Answer
Submitted: 09-JUL-2018 03:03 PM
1)  Refer to the contract special provisions and clarification #6 for information regarding the permits MDT has already obtained from the Corps of Engineers and FWP.  MDT has obtained permits for permanent facilities only.
2)  Obtain a temporary facility SPA 124 Permit/Authorization, a DEQ 318 authorization, a CWA 404 Nationwide Permit 33, and transfer MDT's current storm water discharge permit under MPDES to the Contractor.  The MDT-R3-41-2018 preconstruction authorization does not cover the construction of temporary facilities such as work bridges, work pads, cofferdams, temporary detours, diversion, etc.  This authorization does not include the removal and disposal of the existing structure, access to and from authorized locations, sequencing and construction methodology to construct authorized features, or any other unauthorized impacts affecting permitted drainages.  These items, and any other items not covered here but potentially affecting a stream/river or its channels(s), need to be permitted separately by the Contractor.  These requirements herein do not supersede requirements laid out in Subsection 107.11, Section 208 or other requirements in the special provisions.  Additionally the list of permits indicated is not all inclusive, as Contractor equipment, means and methods, access, etc. are the responsibility of the Contractor to permit.
3)  MDT project coordination with the Resource Agencies has informed them of the tight time frames.  The agencies have committed to an expedited review and permitting of temporary facilities.  However, this time frame is based in part on the completeness of the application submitted by the Contractor.  Contract time is administered in accordance with Subsection 108.07.