Site work for a road / highway in Saint Louis, Missouri. Completed plans call for site work for a road / highway.

(1): Job J6I3650 Route I-64, I-170 St Charles, St Louis, St Louis City County. Sign improvements from I-70 to the Mississippi River and on I-170 from I-270 to Eager Road, the total length of improvement being 52.7 miles. Range: $7.5M to $10M Each Bid Shall Be Accompanied by a Certified Check or Cashier's Check, Drawn on Any Bank or Trust Company and Payable to "Director of Revenue, Credit State Road Fund", or Bidders May Submit a Bid Bond for Each Project Bid or an Annual Bid Bond That Would Cover All Projects Bid for a Twelve Month Beginning July 1 and Ending June 30 of Each Missouri State Fiscal Year. Annual Bid Bond Forms Must Be Submitted by June 15 of Each Year. Bid bonds must be Submitted on a form furnished by the commission, executed by the bidder and corporate surety, and naming the "State of missouri, acting by and Through the missouri highways and transportation commission", as obligee) for an amount (or penal sum) equal to 5% or more of the bid, Which check or bond shall be deposited with the commission as a guaranty and forfeited in the event the bidder is found to be the successful bidder and fails to comply with the terms of the request for bid. The Missouri Highways and Transportation Commission Hereby Notifies All Bidders That It Will Affirmatively Insure That in Any Contract Entered Into Pursuant to This Advertisement, Disadvantaged Business Enterprises Will Be Afforded Full Opportunity to Submit Bids in Response to This Invitation and Will Not Be Discriminated Against on the Grounds of Race, Color, Religion, Creed, Sex, Age, Ancestry, or National Origin in Consideration for an Award. The Right Is Reserved by the Missouri Highways and Transportation Commission to Reject Any or All Bids. Any Contractor Who Desires to Bid on the Project(S) Involved in the Bid Opening Must Have a Contractor Questionnaire on File in the Office of the Missouri Highways and Transportation Commission at Least Seven Full Days (168 Hours) Prior to the Time of Bid Opening. A New Contractor Questionnaire Must Be Filed Annually Except That the Commission May Request a New Questionnaire at Any Time. Contract Time: 12/1/27 MO DOT- F01 - Sign Improvements - I-64, I-170 *The value for this project is based on a financial range. The value is listed as the highest possible cost from the range provided by a stakeholder or official project document. The Federal Government is participating in the cost of construction of this project. All applicable Federal laws, and the regulations made pursuant to such laws, shall be observed by the contractor, and the work will be subject to the inspection of the appropriate Federal Agency in the same manner as provided in Sec 105.10 of the Missouri Standard Specifications for Highway Construction with all revisions applicable to this bid and contract. All existing catwalks and lighting assemblies indicated for removal in the plans shall be removed by the contractor with the contractor to dispose of or keep at their discretion. Walkways for Dynamic Message Signs shall not be removed. The contractor shall document the locations of all new signs installed by the contractor on the sign trusses. Using the Modified D-30 sheet provided for in the plans the contractor shall make copied of the sheet and fill out using ink pen all applicable dimensions and provide to the Engineer. Restore to its original condition any disturbed area at sites including, but not limited to, guardrail, pull box, conduit, and pole base installations. Restoration shall be accomplished by placing material equivalent to that of the adjacent undisturbed area. Disturbed unpaved areas on shall be fertilized and either seeded and mulched or sodded as directed by the engineer. The engineer will have the final authority in determining the acceptability of the restoration work. The Contractor shall be aware there are numerous utilities present along the route in this contract. Utility locates were not performed during the design phase of the project; therefore, the extent of conflicts with utilities, including MoDOT Signals and Lighting, are unknown. This work shall consist of providing all costs for all labor and materials associated with the span, cantilever, and butterfly trusses, from the bottom of the baseplate on up, as illustrated in the Standard Plans, plans, signing details, and signing cross-sections. Any utility requiring relocation for post foundations shall be coordinated in accordance the Special Provision - Utility Coordination. This work includes the removal of existing grout pads at overhead sign structure footings and the installation of wire mesh at the grout pad removal locations noted in the plans. This work includes the installation of wire mesh at overhead sign structure footings at locations noted in the plans. This work includes special grading at existing overhead structure footings at the locations noted in the plans. Adjacent roadway, concrete barrier, and soundwall structures are to remain undisturbed. The project includes ground mounted sign post footings and overhead structural post footings for removal. The contractor shall remove ground mounted post footings to an elevation flush with the adjacent existing ground, unless otherwise noted in the plans. Overhead structural post footings shall be removed to a depth of two feet below the adjacent existing ground, unless otherwise noted. Any voids remaining due to the removal of the footings will be backfilled to the existing ground line. This work shall consist of backfilling or removing excess grading material at locations of existing ground mount sign footings to be used in place. This work shall consist of repairing standard attachment hardware of overhead structure, overhead sign panels, or dynamic message boards in accordance with Standard Plans. This work shall consist of tightening standard bolt and/or nut hardware at the sign post base plate to footing connection or structure post to truss connection in accordance with Standard Plans. This work shall consist of replacing cover plates for handholes in overhead structure posts at locations as noted in the plans in accordance with Standard Plans. This work shall consist of modifying non-standard fuse plates and/or splice plates at existing ground mount sign locations as noted in the plans. This work shall consist of providing and installing overhead structure post caps that are missing from existing structures.