Bid Opening Date - October 09, 2026 9:30 AM CT

Submitted Questions for Job 24237 - TMA-SU-CRP-8-984(181)

Question 21

What Size (Caliper) are the trees, the plans, specs and City of Fargo Standards do not address the size.

DOT Response

1.5" caliper tree. 

Submitted: 10/8/2026 11:36:23 AM

Answered: 10/8/2026 3:48:01 PM

Question 20

Plan Note 704-P02 States there's an allowance of 70 calendar days from closure to reopening for each individual block. What is the expectation for opening? All sidewalks/ driveways along with back filling/seeding and pavement markings are to be completed in the 70 days, or is the intent to have the roadway open to local traffic and sidewalks, driveways, back filling/seeding and pavement markings can take place outside of the 70 day window?

DOT Response

Expectations for block opening includes completed sidewalk, driveways, topsoil backfill, tree planting, seeding, and signing. Pavement markings can be completed after the 70 day window. A block is defined as the length of street between two intersections, including one of the adjacent intersections.

Submitted: 10/8/2026 10:24:34 AM

Answered: 10/8/2026 4:12:08 PM

Question 19

Will the NDDOT allow the contractor to directional drill the 12" water main as an alternate for bore and push?

DOT Response

The Contractor will be allowed to directionally drill the 12IN watermain as an approved alternative. The type of pipe used will need to be submitted for approval and comply with current City standards. Additionally, the contactor will be required to install 2 tracer wires with the installation.

Submitted: 10/7/2026 1:45:29 PM

Answered: 10/7/2026 4:09:00 PM

Question 18

Would the NDDOT accept an Akron Foundry TB1-17 T-base in lieu of the TB1-20 for the (2) 17.5' Type V pedestrian flasher standards? Thank you.

DOT Response

Akron Foundry TB1-17 T-bases for the (2) 17.5' Type V pedestrian flasher standards is acceptable.

Submitted: 10/7/2026 1:21:24 PM

Answered: 10/7/2026 4:46:14 PM

Question 17

In regard to the existing concrete Pavement that need to be removed are we to assume the concrete is reinforced or Non-reinforced?

DOT Response

The Contractor should assume that the concrete is continuously reinforced.

Submitted: 10/7/2026 12:21:48 PM

Answered: 10/7/2026 4:07:27 PM

Question 16

As of October 1, 2026, Phase 2 of FWHA BABA (Build America, Buy America Act) has taken effect. This changes product requirements for products being provided for FHWA projects. Most notably, that the cost of components mined, produced, or manufactured in the U.S. must exceed 55% of the total cost of all components in that manufactured product. Please advise if BABA Phase 2 applies to this project, OR - if BABA Phase 1 is the standard that material to be provided on this project will be evaluated under.

DOT Response

Please review SSP 11 included in the bid documentation.

FHWA authorization occurred before the date of 10/1/2026.

Submitted: 10/5/2026 2:27:03 PM

Answered: 10/5/2026 3:07:53 PM

Question 15

Bid item Adjust Manhole Special, will all the sections be 48" in diameter or specifically on the ST-5 box or will it be a 10'x5' box riser? City of Fargo GIS states that ST-5 is a 72" diameter manhole. Can you verify?

DOT Response

Confirmed ST-5 is 10’x5’ box. Updated existing ring information and eliminated Adjust Manhole Special item in Addendum2.

Submitted: 10/5/2026 1:48:06 PM

Answered: 10/8/2026 11:48:35 AM

Question 14

On Site 2 - 17th Ave S & University Dr S - the existing push button posts are 1-1/2 pipes, painted yellow. Are the 2 new push button posts supposed to match, or should they be the Frey Mfg. Crosswalk Push Button Post style?

DOT Response

Follow SP 239(25) City of Fargo Specification-Lighting and Signals and provide push button posts made by Frey or Pelco.

Submitted: 10/5/2026 7:58:53 AM

Answered: 10/5/2026 11:38:01 AM

Question 13

On Site 2, 17th Ave S & University Dr. S - Existing intersection has solid state push buttons buttons, are the new buttons to be solid state to match, or APS?

Additional Questions

The two posts/buttons being requested are on the same corner (SE), wouldn't the corresponding buttons on each crossing then need to be upgraded to APS? Existing layout from what I see on Google Maps, is showing solid state buttons all around.

Submitted: 10/5/2026 11:50 AM

DOT Response

Section 150 plan sheets and SP 239(25) revised to Polara Rees Style Bulldog Button for the Site 2 signal system at 17th Ave S & University Dr. Revisions included in Addendum2.

Submitted: 10/5/2026 7:54:53 AM

Answered: 10/8/2026 11:48:07 AM

Question 12

SP 93 pays 748 0190 under City Detail 2100-5.11 (Mountable Type I), but the Section 82 points and Sheets 30-1/30-2 show the Standard Type II section of Detail 2100-5.12. Please confirm if it is mountable or highback curb per the City of Fargo Details?

DOT Response

Confirmed highback curb.

Submitted: 10/2/2026 5:02:41 PM

Answered: 10/7/2026 9:43:32 AM

Question 11

The topsoil quantity seems low compared to the seeded areas shown in the plans. We also noticed Note 203-P01 calls for a 6" minimum, while Note 203-P03 mentions a 4" minimum for seeded areas. Could you confirm which depth we should go off of? Also, is there any chance the quantity gets adjusted?

DOT Response

Depth of topsoil placement is a minimum of 4”. Addendum2 deleted Note 203-P01.

Submitted: 10/1/2026 4:40:40 PM

Answered: 10/8/2026 11:47:42 AM

Question 10

Adjust Gate Valve Box (722 6140) is bid at 1 EA but isn't tabulated or located on any plan sheet. Please identify the location.

DOT Response

Location is existing valve to remain within pavement section near University Dr intersection, Sta 54+98. Revised sheet including call out included in Addendum2.

Submitted: 9/30/2026 4:32:22 PM

Answered: 10/8/2026 11:46:55 AM

Question 9

City 1500 §2.7 requires gutter-line inlets to have edge-drain holes and boots. Is the edge drain to be connected into Ex-M32, M-7 and M-8? If so, is core-drilling and booting these existing structures paid under Edgedrain Non Permeable Base or Casting Inlet-Type 2?

DOT Response

Connect edge drain to existing structures (Ex-M32, M-7, & M-8) with 4” PVC Sewer Manhole Adapter. Include costs in Edgedrain Non Permeable Base.

Submitted: 9/30/2026 4:08:28 PM

Answered: 10/5/2026 11:40:27 AM

Question 8

Plan Note 202-P02 REMOVAL OF PAVEMENT: Common excavation is to be included in the price for "Removal of Pavment". Does this mean any common excavation will be weighed and paid for by the ton as the other components of the existing paving? Or, is the common excavation quantity incidental to this bid item? If so, is there a plan quantity of common excavation?

Additional Questions

Your removal plans show an 80 scale. It appears it should have been a 60 scale. Please confirm pavement removal quantities.

Submitted: 10/2/2026 8:59 AM

DOT Response

Common excavation not calculated and volume / weight not included in quantity of “Removal of Pavement.” Bid item intended to included excavation to design subgrade elevation. Scale incorrect on sheets, quantities correct. Updated sheets with revised scale included in Addendum2.

Submitted: 9/30/2026 10:49:12 AM

Answered: 10/8/2026 11:36:31 AM

Question 7

Sec 30/Sheet 1 indicates the existing pavement to be 9" bituminous pavement from Sta 3+52 to 28+44. This contradicts Sec 40/Sheets 1-3 that indicates concrete with asphalt overlay. Please clarify.

DOT Response

Existing pavement from Sta 3+52 to 28+44 is 9” of asphalt. Existing pavement from Sta 28+44 to 55+50 is concrete with portions with asphalt overlay. Addendum2 removed call outs of Concrete w/ Asphalt Overlay on Section 40 Sheets 1-3.

Submitted: 9/30/2026 10:42:32 AM

Answered: 10/8/2026 11:46:23 AM

Question 6

Will Stringless Concrete Paving be allowed on this project? It was allowed on the Main Avenue project bid last week

DOT Response

Stringless paving is not allowed on this project per City of Fargo current specifications.

Submitted: 9/29/2026 10:51:04 AM

Answered: 9/29/2026 4:25:30 PM

Question 5

The quantities for tracer wire and pull boxes shown on section 140 sheet 2 appear to be incorrect.

DOT Response

Updated quantities shown on Section 140 Sheet 2 included in Addendum2. 

Submitted: 9/28/2026 4:44:05 PM

Answered: 10/8/2026 11:45:29 AM

Question 4

Cannot find any information of the flashing beacons?

DOT Response

Flashing Beacons specifications included in Addendum2.

Submitted: 9/28/2026 4:18:35 PM

Answered: 10/8/2026 11:45:08 AM

Question 3

SP 92(25) references Appendix A (Utility Coordination Table) and Appendix B (Utility Exhibits), which are not in the proposal. No Level 3 or Level 4 locations are identified on the plans. Please provide the appendices.

DOT Response

Updated Utility Coordination SP with appendices included in Addendum2.

Submitted: 9/25/2026 2:41:50 PM

Answered: 10/8/2026 11:44:37 AM

Question 2

It does not appear that the supplemental design information has been uploaded to the site. Can these please be uploaded for bidding purposes?

DOT Response

Supplemental Design Data now uploaded.

Submitted: 9/25/2026 10:20:28 AM

Answered: 9/25/2026 2:47:24 PM

Question 1

Would the NDDOT be willing to consider an equal/alternate manufacturer to be considered for Light Standards and Luminaires for this bid in addition to the Lumec specified?

DOT Response

Please see below City of Fargo approved equal list:

Fixture: Leotek GCJ3-30J-MV-40K-2R-BK-080-LPCR-SWTB-DSC-HSSJGCJ

Poles: Hapco 17-4” Standard (DWG No.: B102305) (Mast Arm Dwg. No.: A102304) or Valmont Standard

Submitted: 9/18/2026 8:16:02 AM

Answered: 9/25/2026 11:01:59 AM