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Contract Details - 803-24
Contract # :
803-24
Project Number :
SPMS-000M-(361)
Project Scope :
Construction of new sander rack structures
District :
District 2
Funding Type :
State
Contract Time :
Working Days
Anticipated Working Days :
75
Status :
Executed
Project EA :
61166
Advertisement Date :
04/17/2024
Bid Opening Date and Time :
05/23/2024 02:00 PM
Engineer’s Estimate Range ($) :
R14 ($620,000.01 to $745,000.00)
Liquidated Damages :
250.00
SBE Goal % :
5
Location Details
Location Description :
Silver Springs and Wellington Maintenance Stations
County Name
Route Name
Begin MP
End MP
Lyon County
LY
LY
NDOT Contact Details
Contract Services Manager :
Vanessa Pickles
Contract Documents - 803-24
Bid Items
No documents posted
Plans-Specifications-Invitation to Bid
No documents posted
Addenda
No documents posted
Prevailing wages and Qualified Products List (QPL)
No documents posted
Post Bid Opening Documents
No documents posted
Additional Informational Documents
No documents posted
Contract Q&A - 803-24
Export to PDF
Contract Q & A
QuestionID
Question #
Topic
Submit Date
Company Name
Status
153
1
Wellington Site Block wall Excavation
05/17/2024 01:40 PM
Simerson
Response Published
Question: It Looks that in order to meet OSA requirements for sloping the bank we will need to remove the fence and encroach into the excess road. or use gunite concrete to retain the bank. Is there perdition to encroach onto the right of way? or Do we need to plane on using the Gunite option?
Answer: If supply issues occur and 3/4" diamond plate is unavailable. 1/2" or 5/8"Diamond Plate may be approved for use by the Resident engineer.
154
2
GEOTECHNICAL REPORT / UNSUITABLE SOILS
05/23/2024 10:10 AM
MKD Construction Inc.
Unanswered
Question: DESCRIPTION OF PROBLEM/CLARIFICATION/INFORMATION REQUIRED: ON NOTE 9, OF PLAN PAGES REFERENCED ABOVE, ALONG WITH STRUCTURAL CALCULATIONS FOR BOTH SITES, REQUIREMENTS OF PROCEEDURES TO MAKE NATIVE SOIL BEARING CAPACITY MEET SPECIFIED ALLOWABLE SOIL BEARING CAPACITY (SILVER SPRINGS 3.0 KSF; WELLINGTON 4.0 KSF) A FORMAL GEOTECHNICAL REPORT FOR EACH SITE, PRIMARYLY AT "5FT FOOTING ZONE OF INFLUENCE" AREA, PLEASE BE GENERATED AND PROVIDED. PLEASE PROVIDE GEOTECHNICAL REPORT FOR AREAS WHERE SANDER RACK FOOTINGS ARE HAVE ALLOWABLE SOIL BEARING MINIMUM CALLED OUT.
Answer:
Award Info - 803-24
Awarded To :
Simerson Construction LLC
Award Amount ($) :
1,085,690.00
Enterprise Established Goal % :
5.00
Enterprise Established Goal Amount ($) :
54,284.50
Enterprise Committed Goal % :
5.00
Enterprise Committed Goal Amount ($) :
54,284.50
Award Date :
07/22/2024
Executed Date :
08/03/2024
Notice To Proceed Date :
08/26/2024
Performance Bond
Company Name
Address
Bond Number
GREAT AMERICAN INSURANCE COMPANY
301 E Fourth Street, Cincinnati, OH 45202
CA5771890
Payment Bond
Company Name
Address
Bond Number
GREAT AMERICAN INSURANCE COMPANY
301 E Fourth Street, Cincinnati, OH 45202
CA5771890