Site work and paving for a bridge / tunnel in Coloma, Missouri. Completed plans call for site work for a bridge / tunnel; and for paving for a bridge / tunnel.

(1): Job J1P3275 Route CARROLL County. 7 Bridge rehabilitations at various locations in Carroll County, the total length of improvement being 0.371 miles. Range: $2.5M to $5M 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. Description. This provision contains general construction requirements for this project. 2.0 Construction Requirements. The plans and the asbestos and lead inspection report for the existing structure(s) are included in the contract in the bridge electronic deliverables zip file for informational purposes only. 2.1 In order to assure the least traffic interference, the work shall be scheduled so that a lane closure is for the absolute minimum amount of time required to complete the work. A lane shall not be closed until material is available for continuous construction and the contractor is prepared to diligently pursue the work until the closed lane is opened to traffic. 2.2 Bridge work by contractor forces, including erection, rehabilitation or demolition, shall not be allowed over traffic unless a bridge platform protection system is installed below the work area except for work performed above a deck that is intact. The protection system shall be capable of catching all falling objects such as tools, overhang brackets or materials. Lifting of objects that are heavier than the capacity of the bridge protection system shall not be permitted. 2.3 Qualified special mortar shall be a qualified rapid set concrete patching material in accordance with Sec 704. A qualified rapid set concrete patching material will not be permitted for half-sole repair, deck repair with void tube replacement, full depth repair, modified deck repair and substructure repair (formed) unless a note on the bridge plans specifies that a qualified special mortar may be used. 2.4 Provisions shall be made to prevent any debris and material from falling into the waterway or onto the roadway. If determined necessary by the engineer, any debris and material that falls below the bridge outside the previously specified limits shall be removed as approved by the engineer at the contractor's expense. Traffic under the bridge shall be maintained in accordance with the contract documents. 2.5 Any damage sustained to the remaining structure as a result of the contractor's operations shall be repaired or the material replaced as approved by the engineer at the contractor's expense. 2.6 Provisions shall be made to prevent damage to any existing utilities. Any damage sustained to the utilities as a result of the contractor's operations shall be the responsibility of the contractor. All costs of repair and disruption of service shall be as determined by the utility owners and as approved by the engineer. 2.7 A washer shall be required under head and nut when any reaming is performed for bolt installation. 2.8 SSPC-SP2 and SSPC-SP3 surface preparation shall be in accordance with the environmental regulations in Sec 1081 and collection of residue shall be in accordance with Sec 1081 for collection of blast residue. SSPC-SP6, SSPC-SP10 and SSPC-SP11 surface preparation shall be in accordance with the approved blast media and environmental regulations in Sec 1081 and collection of blast residue shall be in accordance with Sec 1081. MODOT - A03 - 7 Bridge Rehabilitations *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.