Site work for a water / sewer project in Kissimmee, Florida. Completed plans call for site work for a water / sewer project.

**As of APRIL 4, 2025 , this project has been awarded to GCU, LLC DBA Gulf Coast Underground, LLC, awarded amount not available.** Renee Terrace Sewer Rehabilitation Contact Brian Grover at procurement@tohowater.com. Questions Due Date: Feb 24th 2025, 5:00 PM EST The Work to be done includes furnishing all labor, equipment and materials necessary to construct the gravity sewer replacement project in all-inclusive of the following: Includes the cured-in-place pipe lining of approximately 3,311 linear feet of 8" vitrified clay pipe, the removal and replacement of approximately 401 linear feet of 8" vitrified clay pipe with 8" PVC (SDR 35), the coating of approximately 99 vertical feet of manholes, sewer lateral replacement, cured-in-place pipe lining, and CCTV, the raising of approximately 10 existing manholes and valve boxes, and obtaining City of Kissimmee Right-of-Way permits. 1.1 CONTRACTOR's progress schedule shall consist of a network analysis system as described herein. In preparing this system the scheduling of the construction is the responsibility of CONTRACTOR. Conventional Critical Path Method (referred to as CPM) techniques must be utilized to satisfy both time and cost applications. The principles and definitions of the terms used herein shall be as set forth in the AGC publication "The Use of CPM in Construction", but the provisions of this Section shall govern. 1.2 The primary objectives of the CPM scheduling requirements are: (1) To ensure adequate planning and execution of the Work by CONTRACTOR; (2) To assist the TOHO in evaluating progress of the Work; (3) To provide for optimum coordination by Contractor of his trades and Subcontractors for his Work, and for the work or services provided by any separate contractors; (4) To permit the timely prediction or detection of events or occurrences which any affect the timely prosecution of the Work; and (5) To provide a mechanism or tool for use by TOHO, ENGINEER and Contractor in determining and monitoring any actions of CONTRACTOR which may be required in order to comply with the requirements of the Contract Documents relating to the completion of the various portions of the Work in the Contract Time specified in the Contract Documents. 1.3 Contractor is responsible for determining the sequence of activities, the time estimates of the detailed construction activities and the means, methods, techniques and procedures to be employed. The Construction Schedule shall represent CONTRACTOR's best judgment of how he will persecute the Work in compliance with the Contract Documents. Contractor shall ensure that the Construction Schedule is current and accurate and is properly and timely monitored, updated and revised as Project conditions and the Contract Documents may require. 1.4 Contractor shall consult with his Subcontractors (and suppliers) relating to the preparation of his construction plan and Construction Schedule. Subcontractors shall receive copies of those portions of Contractor's Construction Schedule which relate to their work and shall be continually advised of any updates or revisions to the Construction Schedule as the Work progresses. When Contractor submits his Construction Schedule to the ENGINEER or makes any proposed updates or revisions to such Schedule, it will be assumed by TOHO and ENGINEER that Contractor has consulted with and has the concurrence of his Subcontractors. Contractor shall be solely responsible for ensuring that all their portions of the Work. 1.5 It is understood and agreed that the Construction Schedule is to represent Contractor's best plan and estimate for the Work; however, Contractor acknowledges that the Construction Schedule may have to be revised from time-to-time as progress proceeds. Contractor further acknowledges and agrees that TOHO and ENGINEER do not guarantee that: (1) Contractor can start work activities on the "early start" or "late start" dates or complete work activities on the "early finish" or "late finish" dates shown in the Schedule, or as same may be updated or revised; (2) Contractor can proceed at all times in the sequence established by the utilization of only the resources and manpower it initially planned for the performance of the Work; (3) Contractor's Construction Schedule will not have to be modified or changed by direction of TOHO and the ENGINEER. Any changes, modifications or adjustments made by Contractor to the Construction Schedule shall be in full compliance with all requirements of the Contract Documents. 1.6 CONTRACTOR acknowledges and agrees that its Construction Schedule must be flexible in order to accommodate and allow for his coordination with the operation of TOHO and the work of separate contractors relating to the Project. The ENGINEER will review CONTRACTOR's Construction Schedule for compatibility with TOHO operations and, if appropriate, the work of separate contractors. Contractor agrees to hold meetings with TOHO and separate contractors to resolve any conflicts and to revise his Construction Schedule as reasonably required. This Section outlines in general the work necessary to provide a continuous color audiovisual video recording covering the entire area of the proposed project prior to construction to serve as a record of pre-construction conditions and periodic color photographs during the course of construction. Scope of Work: 1. This Section includes furnishing all labor, materials, permits, notifications, equipment and incidentals required for the demolition and disposal of all materials and equipment designed for removal. Such materials and equipment and include manholes, pumps, pipe, valves, supports, and other related appurtenances. 2. These Specifications call attention to certain activities necessary to maintain and facilitate operation during and immediately following construction and do not purport to cover all of the activities necessary. The Contractor shall exercise due care to maintain continuous operation of the existing facilities and minimize operation inconvenience. In accordance with this requirement, a Demolition and Removal Plan shall be developed and submitted in accordance with Paragraph 1.06 herein, Specification 02516 - Collection System Bypass and Section 01310 - Project Schedule Using CPM Network Analysis. 3. Demolition includes, but is not limited to: a. Removal of manholes, piping, valves, pavement, and other items as shown on the Drawings or necessary to complete the Project. b. Off-site disposal of non-salvageable and excess unacceptable materials. c. Removal and proposal disposal of all wastewater contents. 4. The Contractor shall examine the Contract Documents, visit the project site and determine the extent of the work affected therein, and all conditions under which the work will be performed. The Work to be performed under this section shall include furnishing all equipment and labor necessary to remove storm or subsurface waters from excavation areas in accordance with the requirements set forth, as shown on the Drawing, including obtaining jurisdictional agency approval for such activities. A. Scope of Work: Work included under this Section consists of cutting, removing, protecting and replacing existing pavements, driveways, sidewalks, curb and combination curb and gutter of the various types encountered. This section also includes driveway or other specialty materials such as pavers, stamped or colored concrete, etc., within the work limits to be restored to equal or better condition. B. Protection of Existing Improvements: The Contractor shall be responsible for the protection of all pavements, sidewalks and other improvements within the work area. All damage to such improvements, as a result of the Contractor's operations, beyond the limits of the work of pavement replacement as described herein, shall be repaired by the Contractor at his expense. C. Related Work Described Elsewhere: 1. Excavating, Backfilling and Compaction: Section 02220. A. Scope of Work: The Contractor shall install service lateral cleanouts on laterals as indicated in the Drawings and Specifications and as directed by the Owner. All costs of material, equipment, labor, and other costs due to the unspecified field conditions shall be borne by the Contractor. B. Record Information: The Contractor shall submit to the Owner the locations and elevations of the clean-out tops as per the Owner's asset requirements in Appendices B and C. A. Scope of Work: Sanitary sewer manhole rehabilitation including: 1. Rehabilitation and leak proofing of manholes by lining with spray applied or centrifugally cast light-weight structural reinforced concrete, spray applied epoxy resin systems, or equal as determined by Owner. 2. The repair and sealing of the manhole base, bench, invert, walls, corbel/cone, and chimney of brick, block, or precast manholes, including the removal of any unsound material. 3. The inspection and testing of the various types of work to insure compliance. A. Scope of Work: Furnish all labor, materials, equipment and incidentals required and install, all ductile iron piping, ductile iron fittings, and appurtenances as shown on the Drawings and as specified herein. B. General Design: The equipment and materials specified herein are intended to be standard types of ductile iron pipe and cast or ductile iron fittings for use in transporting wastewater, potable water, and reclaimed water.