Site work for a water / sewer project in Mitchell, South Dakota. Completed plans call for site work for a water / sewer project.

Storm Water Improvements CAT 5.6 Phase 2 There will NOT be a pre-bid meeting. Campus contact is Jared Hofer, 605-995-7141, jared.hofer@mitchelltech.edu. OSE contact is Anne Marie Severyn, annemarie.severyn@state.sd.us 605-773-3893. Each bid in excess of $100,000.00 must be accompanied by a certified check, cashier's check, or draft in the amount of 5% of the base bid and all add alternates and drawn on a State or National Bank, or a 10% bid bond issued by a surety authorized to do business in the State of South Dakota and made payable to the Bureau of Administration of the State of South Dakota. The BOA reserves the right to reject any or all bids and to waive any irregularities therein. Copies of the Plans and Specifications may be obtained by bidders at the office of Schmucker, Paul, Nohr & Associates Inc., 2100 N. Sanborn Blvd, Mitchell, SD 57301. A/E Contact: Jeffrey P McCormick, 605-996-7761, jmccormick@spn-assoc.com. Anyone requesting, reviewing, or copying Plans and Specifications for this project agreesthat they are doing so for the sole purpose ofsubmitting a bid on the project. Bidder further agrees the Plans and Specifications are the sole property of the State; Each bid in excess of $100,000.00 must be accompanied by a certified check, cashier's check, or draft in the amount of 5% of the base bid and all add alternates and drawn on a State or National Bank, or a 10% bid bond issued by a surety authorized to do business in the State of South Dakota and made payable to the Bureau of Administration of the State of South Dakota. The BOA reserves the right to reject any or all bids and to waive any irregularities therein. This section describes the general coordination required between each of the Contractors and the Owner. This section is not intended to cover every item or aspect of the necessary coordination. A. This section is intended to provide a description of the general requirements for the preparation and submittal of: 1. A list of proposed subcontractors and suppliers 2. A proposed construction schedule 3. Monthly progress reports This item shall consist of furnishing and applying water required in the compaction of embankments, subgrades, sewer cleaning and for other purposes in accordance with the requirements of these specifications or as directed. Also included is water used for flushing, dust control or any other use related to the proposed construction. A. The extent of formwork is indicated by the concrete structures shown on the drawings. B. The work includes providing of the form work and shoring for cast-in-place concrete, and installation into formwork of items required such as anchor bolts, setting plates, bearing plates, anchorages, inserts, frames, nosings, and other items to be embedded in concrete (not including reinforcing steel). A. The extent of concrete reinforcement is shown on the drawings and specified herein. B. The work includes fabrication and placement of reinforcement for cast-in-place concrete, including bars, welded wire fabric, ties, and supports. A. The extent of cast-in-place concrete work is shown on the drawings. B. The work includes providing cast-in-place concrete consisting of Portland cement, fine and coarse aggregate, water, and selected admixtures; combined, mixed, transported, placed, finished, and cured as herein specified. A. This Section describes the work related to clearing, grubbing and disposal of materials from the project work sites. Each Contractor shall accept all sites in their present condition. B. Clearing and grubbing will consist of the removal and disposal of trees, stumps, brush, roots, vegetation, logs, rubbish, and other objectionable natural or manmade material, on or next to the site of the work. All grubbing shall be limited to those areas where new construction is shown. C. All existing fences interfering with the construction operations shall be removed, salvaged, and reconstructed as shown on standard drawings after completion of the work. The reconstructed fences shall, in every way, be equal to or superior to the fence removed. A. The Work covered by this section of the specifications shall consist of performing all operations associated with the excavation, embankment, compaction, and grading required for the construction of the roadways and other related work in accordance with these specifications and in conformity with the dimensions and typical sections shown on the plans and with the lines and grades established by the Engineer. B. All suitable material taken from excavation shall be used in the formation of the embankment and for backfilling as indicated on the plans. C. The Owner or the Owner's designated representative shall provide grade stakes. The Contractor shall be responsible for providing all additional slope and grade staking and other staking as may be necessary to complete construction. This section includes all labor, materials, equipment and services necessary to furnish and install the types and kinds of slope protection and erosion control to the lines, grades, and thicknesses shown on the drawings. Furnish and install all necessary sheeting, shoring, and bracing to adequately protect all new and existing structures, all existing piping as may be required during construction period, and all new piping. This section shall cover the furnishing of all material, labor and equipment necessary to furnish and apply the pavement marking and striping materials as specified herein. This section covers all labor, materials, equipment and services necessary to prepare the ground surfaces, furnish and apply fertilizer, furnish and sow seed in those areas shown on the plans and in accordance with the specifications. The work covered under these specifications shall include the furnishing of all labor, material, tools, and equipment necessary to furnish and install, complete in place, all piping and fittings as shown on the drawings and as specified herein. A. All piping and related appurtenances shall be subjected to alignment and pressure and/or leakage tests as specified herein and as directed by the Engineer. B. The Contractor shall complete the test for displacement of gravity sewer lines as specified herein. The Contractor will be responsible for all subsequent tests as specified herein. C. The required pressure and leakage tests shall be made by the Contractor and witnessed by the Engineer. All tests shall be completed after all pipe laying has been completed. D. The Contractor shall furnish all water, pumping equipment, water meter, pressure gage, and other equipment, materials, and facilities required for the tests. This section describes the work required to clean and televise newly installed sanitary sewer system as described in the following paragraphs. The work shall include the preparation and furnishing of the various reports and data as described in this Section.