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HomeMy WebLinkAboutDDW-2024-0062231716 East 5600 South South Ogden, Utah 84403 Phone (801) 476-9767 Fax (801) 476-9768 Brigham City Corporation Prepared by JONES & ASSOCIATES Consulting Engineers 2024 Bunderson Spring Development Project CONTRACT DOCUMENTS, SPECIFICATIONS AND DRAWINGS March 2024 BRIGHAM CITY CORPORATION 2024 BUNDERSON SPRING DEVELOPMENT PROJECT CONTRACT DOCUMENTS, SPECIFICATIONS AND DRAWINGS February 2024 2/14/2024 4 1 PROJECT INFORMATION MANTUA SPRINGS FENCING PROJECT BRIGHAM CITY CORPORATION RECEIPT OF BIDS: Bids will be received via email to brettj@jonescivil.com and emily@jonescivil.com until 3:00 p.m. on March 7, 2024, for the 2024 BUNDERSON SPRING DEVELOPMENT PROJECT. DESCRIPTION OF WORK: The work consists of construction of piping, controls and associated appurtenances required to develop the Bunderson Spring into a culinary water source. LOCATION OF THE WORK: The work is located on the east side of the Mantua Reservoir as shown in the Drawings. COMPLETION OF THE WORK: The work shall be completed on or before the date submitted by the bidder in the construction proposal. OBTAINING CONTRACT DOCUMENTS: Contract Documents, including Drawings and Technical Specifications, will be submitted to selected contractors. BONDS: A bid bond is not required for submission of a construction proposal; however; a 100% Payment Bond and a 100% Performance Bond will be required by the contractor who is awarded the project contract. WAITING PERIOD BEFORE AWARD: A waiting period of 14 business days from the date of opening of bids to award of contract may be required. Bidder's shall assume full responsibility for and shall guarantee the bid price during this period and make certain the time period is stated in and does not restrict the proposal guarantee. PROJECT ADMINISTRATION: All questions relative to this project prior to the opening of bids shall be directed to the City Engineer, Brett Jones (Jones & Associates) via email at brettj@jonescivil.com. It shall be understood, however, that no specification interpretations will be made by telephone, nor will any "or equal" products be considered for approval prior to award of contract. OWNER'S RIGHTS RESERVED: The Owner reserves the right to reject any or all bids, to waive an informality in a bid, and to make awards in the interest of the Owner. 2 CONSTRUCTION PROPOSAL 2024 BUNDERSON SPRING DEVELOPMENT PROJECT for BRIGHAM CITY CORPORATION Receipt of Bids: March 7, 2024, 3:00 pm. Email to: brettj@jonescivil.com AND emily@jonescivil.com OWNER: BRIGHAM CITY CORPORATION 20 North Main Street Brigham City, Utah 84302 Complying with your request for bids and all documents related thereto, the undersigned hereby proposes to furnish all labor, materials, and equipment and to perform all work for the 2024 BUNDERSON SPRING DEVELOPMENT PROJECT as required by and in strict accordance with Brigham City Standards and Specifications and drawings prepared for the project by Jones and Associates, Consulting Engineers, 6080 Fashion Point Dr, South Ogden, Utah 84403, for the prices shown on the bidding schedule. We propose to complete the Project on or before________________________________. It is understood and agreed that the Contractor shall pay the Owner, as liquidated damages, the sum of $500.00 for each and every day that the work remains uncompleted after the elapse of the contract time, as provided. A bid bond will not be required; however, the Contractor who is selected to perform the work shall promptly execute the Contract and provide evidence of worker's compensation and liability insurance. In addition, the contractor shall provide a 100% Payment Bond and 100% Performance Bond. The Contractor shall warrant and guarantee that the material and workmanship of the improvements provided for hereunder, and every part thereof, remain in good condition for a period of one (1) year after the date of completion and acceptance by the Owner, which date shall be the date of the approval for the final estimate of the work as given by the Engineer, and the contractor agrees to make all repairs to, and maintain the improvements and every part thereof, in good condition during that time, at no cost to the Owner. All provisions of the General Conditions of the Contract, EJCDC Document C-700 shall be applicable to this project except as may be modified by the joint written consent of both the Owner and the Contractor. All work shall be completed in accordance with the current Brigham City Public Works Standards. It is understood that the quantities stated are approximate only and are for the purpose of comparing bids and the payments will only be made on the basis of the unit prices herein for the actual quantities constructed, as determined by the Owner's Engineer in the completed work. 3 The undersigned have checked carefully all of the above figures and understand that the Owner will not be responsible for any errors or omissions on the part of the undersigned in making up this bid. In submitting this bid, it is understood that the right is reserved by the Owners to reject any and all bids and award the contract with any or all bid items in the interest of the Owner. It is agreed that the bid may not be withdrawn over a period of thirty (30) days from the opening thereof. Respectfully Submitted: ________________________________ _______________________________ Contractor Contractor's License ________________________________ _______________________________ By Title _________________________________ ________________ ____________ _________ Business Address City State Zip Code 4 BID SCHEDULE 2024 BUNDERSON SPRING DEVELOPMENT PROJECT CONTRACTOR: ______________________________ Item # Bid Item Description Estimated Quantity Unit Unit Price Bid Price 1 Project Mobilization Job ls $ $ 2 Construct temporary spring water bypass channel 400 lf $ $ 3 Construct 8” connection to existing 30” mainline line together with meter station (complete as shown -- see sheet 8) Job ls $ $ 4 Furnish and Install 8” PVC C-900 DR 25 water main 770 lf $ $ 5 Furnish and install clay dam in pipe trench (12” under pipe to ground surface --5 feet wide) 1 ea $ $ 6 Construct Spring Control Structure complete (See sheet 6) Job ls $ $ 7 Furnish and install 6” PVC Perforated solvent weld SDR 35 pipe 140 lf $ $ 8 Furnish and Install “Mirafi” 140N drainage fabric around drain rock envelope 300 sy $ $ 9 Furnish and install 1” open graded washed drain rock 250 ton $ $ 10 Furnish and install ANSI/NSF Standard 61 EPDM 45 mill liner 1,400 sy $ $ 11 Install imported soil cover over rubber liner – minimum 24” depth (imported from adjacent City owned property) 900 cy $ $ 12 Construct “uphill” surface drainage diversion ditch around development area 500 lf $ $ 13 Connect new 8” PVC piping to existing south spring area concrete piping complete 1 ea $ $ 14 Construct open channel drainage ditch 300 lf $ $ 15 Construct Pipe Discharge air gap structure complete with riprap erosion protection at outlet Job ls $ $ 16 Exploratory Excavation 8 hrs $ $ Total Base Bid $______________________ 5 Bidder acknowledges that (1) each Bid Unit Price includes an amount considered by Bidder to be adequate to cover Contractor’s overhead and profit for each separately identified item, and (2) estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all unit price Bid items will be based on actual quantities, determined as provided in the Contract Documents. 6 MEASUREMENT AND PAYMENT General: Measurement and calculation of quantities for payment will be specified in this section. Unit price bid shall be full compensation for furnishing all labor, materials, tools and equipment, and doing all work shown on the Drawings or stipulated in the Specifications. All work shall comply with the Brigham City Public Works Standards. Project Mobilization (Bid Item #1): Measurement and payment for this item shall be on a Lump Sum basis to cover the cost to mobilize all labor and equipment for the project. Included is the cost of all insurance, bonds and other associated operating expenses together with the use of “storm water pollution prevention best management practices” during the course of the construction. Construct temporary spring water bypass channel (Bid Item #2): Measurement and Payment for this item shall be on a per lineal foot basis as measured in the field following construction. Payment shall the full cost to remove existing vegetation as required, diversion of the existing spring water flow and excavation of a temporary open channel drainage channel to be used during construction to allow spring development work. Construct 8” connection to existing 30” mainline line together with meter station (Bid Item #3): Measurement and payment for this item shall be on a lump sum basis to complete construction of an 8” water main connection on an existing 30” mainline. Payment shall be full compensation to complete this item including the required meter station. The work included in this item is all of the construction items as shown on Sheet #8 of the construction drawings. Furnish and Install 8” PVC C-900 DR 25 water main (Bid Item #4): Measurement and payment for this item shall be on a per lineal foot basis as measured in the field following construction. Payment shall include the full cost to furnish and install the specified PVC pipe, excavation, pipe bedding, backfill, compaction, pipe fittings and associated appurtenances. Furnish and install clay dam in pipe trench (Bid Item #5): Measurement and payment for this item shall be on a lump sum basis to provide a clay dam in the pipe trench to restrict flow along the pipe trench. Payment shall include furnishing and installing a City approved clay material in the pipe trench section at least 12” under the new pipe and installed and compacted to the top of the trench section being a minimum of 5 feet wide. Construct Spring Control Structure complete (Bid Item #6): Measurement and Payment for this item shall be on a Lump Sum basis. Payment shall be full compensation to complete the item as detailed on Sheet 6 of the construction plans including all excavation, backfill, compaction, base gravel, manhole materials, piping, valves, fittings, vent and access hatch complete. 7 Furnish and install 6” PVC Perforated solvent weld SDR 35 pipe (Bid Item #7): Measurement and payment for this item shall be on a per lineal foot basis as measured in the field following construction. Payment shall be full compensation to complete the item including furnishing and installing the perforated piping as shown on the plans and as directed in the field during construction including end caps and fittings as required. Furnish and Install “Mirafi” 140N drainage fabric around drain rock envelope (Bid Item #8): Measurement and payment for this item shall be on a per square yard basis as measured in the field following construction. Payment for this item shall be full compensation to furnish and install the item as shown on the drawings. Measurement will be for the actual square yardage used at the job site. There will be no deduction for required fabric joints and over laps. Furnish and install 1” open graded washed drain rock (Bid Item #9): Measurement and payment for this item shall be on a per ton basis for washed drain rock used in the spring collection system. Payment shall be full compensation to complete the item including rock materials, transportation to the site and placing the rock as a filter material in the collection system. Measurement will be documented by truck delivery tickets supplied by the contractor to the City. Furnish and install ANSI/NSF Standard 61 EPDM 45 mill liner (Bid Item # 10): Measurement and payment for this item shall be on a per square yard basis as measured in the field following construction. Payment shall be full compensation to complete the item for al materials and installation labor. Measurement will be for the actual square yardage used at the job site. There will be no deduction for required liner joints and over laps. Install imported soil cover over rubber liner (Bid Item #11): Measurement and payment for this item shall be on per cubic yard basis to excavate soil cover materials from an adjacent City owned property and placing this imported material over the spring collection area liner. Payment shall include removing and disposing of any existing organic materials at both the borrow area and at the spring collection area. Payment shall also include the cost of regrading the borrow area to a smooth finish surface following construction. Construct “uphill” surface drainage diversion ditch around development area (Bid Item #1 2): Measurement and payment for this item shall be on a per lineal foot basis as measurement in the field following construction. Payment shall be full compensation to complete the item including all excavation and finish grading to the line and grade shown on the drawings complete. Connect new 8” PVC piping to existing south spring area concrete piping complete (Bid Item #13): Measurement and payment for this item shall be on a per each basis. Payment shall be full compensation to locate the existing Bunderson spring concrete piping system and then connect this 8 existing line to the new 8” PVC outlet piping shown on the plans including all labor, materials and connection fittings complete. Construct open channel drainage ditch (Bid Item #14): Measurement and payment for this item shall be on a per lineal foot basis as measurement in the field following construction. Payment shall be full compensation to complete the item including all excavation, embankments and grading to the line and grade shown on the drawings complete. Construct Pipe Discharge air gap structure complete with riprap erosion protection at outlet (Bid Item #15): Measurement and Payment for this item shall be on a Lump Sum basis. Payment shall be full compensation to complete the item including all excavation, furnishing and install the pipe drain outlet fitting complete with required screen and furnishing and installing specified rock rip rap around the drain outlet for erosion control including any required concrete grouting of rock rip rap in vertical slope areas. Exploratory Excavation (Bid Item #16): Measurement and payment for this time shall be on an hourly basis to furnish a medium sized back hoe and operator to perform exploratory excavation as directed by the City to document existing underground conditions. Hourly payment does not include transportation for the equipment to and from the job site.