Site work for a municipal facility in Rich Hill, Missouri. Completed plans call for site work for a municipal facility.

This project consists of fabrication of six (6) 101" wide by 63.1/2" gates constructed out of 6" x 6" x1/2" angle iron, one (1) center support, one (1) left side support and one (1) right side support. Reference drawings attached. Gates shall be 101" wide by 63.1/2" tall. Gates shall have two (2) lifting D rings installed on top of each for vertical lifting. Contractor shall construct gates using 6" x 6" x 1/2 " angle Iron for verticals as well as horizontals. Spacing on horizontals shall be 7 3/8" apart. Angles shall be welded continuous with a minimum 3/8" bead of weld. Left side channel support shall be 6" x 11" x 1/2 "x 15' 3" tall. Anchor Holes shall be drilled to accommodate 1/2 " threaded rod on 18" centers on the side away from the water control gate and to such a degree as not to interfere with gate removal or installation, said holes shall start at 10 1/2 " from bottom. There shall be a spacer fabricated to bolt in with the anchors to separate the bolts from the gate. Right side channel support shall be 6" x 11" x 1/2 "x 15'3" tall. Anchor Holes shall be drilled to accommodate 1/2 " threaded rod on 18" centers on the side away from the water control structure and to such a degree as not to interfere with gate removal or installation, said holes shall start at 10 1/2 " from bottom. There shall be a spacer fabricated to bolt in with the anchors to separate the bolts from the gate. Center Support shall be constructed from two (2) 6" x 8" x 1/2 "x 15' 3" tall channels, welded continuous with a minimum of 3/8" weld on the joining seam and welded back-to-back with a continuous minimum 3/8" welds on each side to serve as center channel for gates. Center channel supports shall have (3) 6" x 8" x 1/2 " x 5' 3" long channels constructed and be welded continuous with a minimum of 3/8" weld on the joining seam and welded to 12" x 12" x1/2" flanges plates. There shall be 4 holes drilled to accommodate 1/2 " threaded rod 1 in each corner of each flange plate. Attachment of supports to Center structure will be done on site by owner's staff. Contractor shall drill (1) 1/2 " bolt hole on each top corner of each gate to help hold system in place. All measurements must be field verified by contractor. Drawings included for reference only. All metal work shall be powder coated bright yellow. Owner will pick up fabrication at contractors' location upon completion with contractor providing a means to load fabrication. Site Address: 4347 S 1625 Road Rich Hill Mo 64779 Site Directions: The area is located about 15 miles north of Nevada and 5 miles south of Rich Hill in Bates and Vernon counties. To reach headquarters from I-49/71 Highway, take Route TT east 2 miles to 1600 Road, then south 2 miles. Est. Value Notes: Range: $30,000.00 to $40,000.00 *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. Question Deadline 06/18/2024 No oral interpretations will be made to any bidder as to the meaning of the plans and specifications or the acceptability of alternate products, materials, form or type of construction. Every request for interpretation shall be made in writing and submitted with all supporting documents not less than seven (7) calendar days before opening of bids. Every interpretation made to a bidder will be in the form of an addendum and will be sent as promptly as is practicable to all persons to whom plans and specifications have been issued. All such addenda shall become part of the contract documents.