Site work and paving for a civil project in Sedalia, Missouri. Completed plans call for site work for a road / highway; water / sewer project; and for paving for a road / highway.

The work consists of the installation of storm sewers, curb and gutter, driveway repair, water main replacement, erosion control, and all incidental and/or related work as necessary to provide a complete project. All questions shall be submitted in writing to Elizabeth Nations (ENations@cityofsedalia.com) via email a minimum of seven (7) days prior to the bid opening. Responses shall be issued as an addendum following the question deadline. A Bidder's Bond for not less than five percent (5%) of the total amount of the bid must be submitted with the bid as a guarantee that the bidder will enter into a contract with the City if awarded the contract by the Sedalia City Council. The City of Sedalia, Missouri reserves the right to reject any or all bids and waive defects in bids. No bid may be withdrawn for a period of sixty (60) days after the time set for opening of bids. CITY reserves the right to reject any or all Bids, including without limitation, nonconforming. nonresponsive, unbalanced, or conditional Bids. CITY further reserves the right to reject the Bid of any BIDDER whom it finds, after reasonable inquiry and evaluation, to not be responsible. CITY may also reject the Bid of any BIDDER if CITY believes that it would not be in the best interest of the Project to make an award to that BIDDER. CITY also reserves the right to waive all informalities not involving price, time, or changes in the Work and to negotiate contract terms with the Successful Bidder. DESCRIPTION: The work shall consist of performing all operations and furnishing all labor, equipment and materials for the preparation, cleaning and installing resilient and adhesivejoint sealing filler capable of effectively sealing joints and cracks in pavements. The work includes all excavation, sheeting, bracing and all operations necessary for the preparation of trenches for bedding of pipes and all appurtenances thereto. Remove material as required for alignment and elevation of work as shown. Contractor holds sole responsibility for all jobsite safety, including methods of construction. All trenching shall be in conformance with all applicable OSHA standards. 2. Equipment and Methods a. Types of equipment and methods may be at the Contractors option, where structures or other facilities are not endangered. b. Equipment and methods shall be subject to approval of jurisdictional agency where stability or usefulness of other facilities may be impaired. c. Perform by hand methods when required to save or protect trees, culverts, utilities or other structure above or below ground. d. Maximum length of open trench shall be limited to two hundred feet (200') in advance and two hundred feet (200') behind pipe installation except as approved. 3. Side Walls: a. Make vertical or slope within specified trench width limitations below a horizontal plane twelve inches (12”) above top of pipe.b. Stepped or slope as required for stability, above a horizontal plane twelve inches (12") above top of pipe.c. Sheeting and shoring: Except where banks are cut back on a stable slope, excavation for structures and trenches shall be sheeted, braced, and shored as necessary to prevent and to provide protection for existing structures and facilities, sheeting, bracing, and shoring shall be designed and built to withstand all loads that might be caused by earth movement or pressure,and shall be rigid maintaining shape and position under all circumstances. Sheet and brace where necessary. d. Excavate without undercutting. 4. Trench Depth: a. Depth shall be sufficient to provide the minimum bedding requirements for the pipe being placed.b. Depth shall be exceed that indicated where conditions of bottom are satisfactory. c. Depth shall be increased as necessary to remove unsuitable supporting materials. 5. Trench Bottom: a. Protect and maintain when suitable natural materials are encountered. b. Remove rock wall fragments and materials disturbed during excavation or raveled from trench walls.c. Restore to proper sub-grade with trench stabilization material when over excavated. d. Correct at no additional cost to the City when trench is over excavated without authority or to stabilize bottom rendered unsuitable through negligence or improper operations.6. Trench Stabilization Material: a. Material shall be as follows: 1) As specified for granular pipe embedment 2) Conform to AASHTO M147, Grading A or B, well graded. b. Compact in lifts not exceeding six inches (6”) with pneumatic or vibratory equipment. 7. Trench Width: a. Excavate trench to width, which will permit satisfactory jointing in the pipe and through tamping of bedding. b. Maintain side clearance not less than six inches (6”). c. Do not exceed trench width reasonably required for proper performance of the work. The work consists of the installation of storm sewers, curb and gutter, driveway repair, sanitary sewer replacement, erosion control, and all incidental and/or related work as necessary to provide a complete project. Electronic Copies of Plans, Specifications, and Contract Documents for bidding purposes may be obtained from Jeremy Stone at jestone@cityofsedalia.com. A twenty-dollar ($20.00) non-refundable deposit is required. Include a copy of your check in the email. All questions shall be submitted in writing to Garrett Lust via email (Garrett.Lust@wilsonco.com) or fax (816) 942-3013. Question Deadline 04/29/2024 All questions shall be submitted in writing to Elizabeth Nations (ENations@cityofsedalia.com) via email a minimum of seven (7) days prior to the bid opening. Responses shall be issued as an addendum following the question deadline.