Tender Details

Country: USA
Summary: Objective: Repair Of A Section Of Sewer Main Between Manholes W-34 And W-35. Scope: The Sewer Main Service Is 8" Truss Pipe And Is At A Depth Of Approximately 11.5 Feet Deep. The Sewer Main Is Located...
UST Ref No: 119958427
Deadline: 19 Jun 2025
Financier: Self Financed
Purchaser Ownership: Government
Tender Value: Refer Document
Notice Type: Tender
Document Ref. No.: 294-29405282025
Purchaser's Detail:
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Description:
Objective: Repair Of A Section Of Sewer Main Between Manholes W-34 And W-35. Scope: The Sewer Main Service Is 8" Truss Pipe And Is At A Depth Of Approximately 11.5 Feet Deep. The Sewer Main Is Located Between Manholes W-34 And W-35 And Travels Underneath Mccotter Blvd. The Distance Between Manholes M-34 And M-35 Is Approximately 400'. Contractor Shall Be Responsible For Following All Osha Regulations, Including The Utilization Of Trench Boxes For Shoring. The Sewer Service Repair Shall Consist Of Replacement Of No Less Than Approximately 50' Of The 8" Truss Pipe. Sewer Main Piping Replacement Shall Begin At Manhole M34 And Extend Approximately 50' To The West Towards W-35, Underneath Mccotter Blvd. The New Replacement Pipe Shall Be Inserted Into Manhole W-34 Utilizing New Boot Connectors And Shall Be Grouted Inside And Outside The Manhole. Replacement Of The Portion Of Sewer Main Shall Consist Of 8" Pvc Sdr 35 Pipe. There Are No Service Laterals Within The Approximate 50' Of Sewer Main Replacement. All Dewatering Shall Be The Responsibility Of The Contractor. Contractor Shall Design And Supply A Copy Of All Dewatering Plans To A Representative Of The City Of Havelock Before The Project Is To Begin. All Dewatering Shall Follow All Specifications Under Section 2 For Dewatering Within This Scope Of Work. Sanitary Sewer Bypass Pumping Shall Be Required During The Course Of This Project. Contractor Shall Design And Furnish All Material, Labor, Equipment, Power, Fuel, Fuel Storage, Maintenance, Etc. To Implement A Temporary Bypass Arrangement For The Purpose Of Diverting Flow Around The Work Area On A Daily Basis For The Duration Of The Repair. Contractor Shall Furnish A Copy Of The Bypass Plan To A Representative Of The City Of Havelock Before This Project Is To Begin. Access To Residences For Local Traffic Shall Be Maintained Throughout Duration Of The Repair. Mccotter Blvd Is A Dot Regulated Roadway, Contractor Shall Be Responsible For All Traffic Control. All Traffic Control Shall Meet Dot Requirements, The City Of Havelock Will Be Responsible For Initiating An Encroachment Agreement Between The City Of Havelock, Contractor, And The Dot. The Contractor Shall Be Responsible For Following All Specifications Within The Encroachment Agreement And Attending A Dot Pre-Con Meeting Before The Projects Beginning. A Copy Of All Traffic Control Plans Shall Be Submitted To A Representative Of The City Of Havelock For Approval, Prior To Any Repair Work Beginning. Pavement Restoration Shall Follow All Dot And City Of Havelock Specifications For Asphalt Repair. Pavement Restoration Shall Be A Minimum Of 24' Wide. There Shall Be A 12" Key-In Within Both Sides Of The Utility Cut And Within Any Section Of Asphalt Pavement Adjoining Existing Asphalt Pavement. See Figure 3. The Length Of The Pavement Restoration Shall Be A Minimum Of 36' Long, Which Shall Encompass The Entire Width Of Mccotter Blvd., And Any Depression Created By The Sanitary Sewer Repair And A 1' Key-In For The Asphalt Restoration On Both The North And South Ends Of The Restoration. Any Damage To The Asphalt Roadway Created By Contractors' Equipment During The Course Of This Project Shall Be Remediated To An As Was Or Better Condition, Pavement Remediation Shall Follow Specifications Within Figure 3. All Asphalt Restoration Shall Follow Specifications Within Section 9 Of This Scope Of Work. Damage To Any Ditches, Landscaping, Or Concrete Driveways Must Be Remediated To An As Was Or Better Condition Before The End Of The Project. An Area Within The North Side Of The Parking Lot At Sermons Park Which Is 280 Mccotter Blvd. Havelock Nc. 28532 Will Be Utilized As A Laydown Area For Both Equipment And Materials To Be Utilized Within This Project. See Figure 2. A Site Visit Is Highly Recommended But Not Mandatory.
City of Havelock, 2025 Sewer Main Repair
Utilities
Documents:

2025-Sewer-Main-Repair-102-McCotter-Blvd.-Bid.pdf

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Objective: Repair Of A Section Of Sewer Main Between Manholes W-34 And W-35. Scope: The Sewer Main Service Is 8" Truss Pipe And Is At A Depth Of Approximately 11.5 Feet Deep. The Sewer Main Is Located... - USA Tender

The CITY OF HAVELOCK, a Government sector organization in USA, has announced a new tender for Objective: Repair Of A Section Of Sewer Main Between Manholes W-34 And W-35. Scope: The Sewer Main Service Is 8" Truss Pipe And Is At A Depth Of Approximately 11.5 Feet Deep. The Sewer Main Is Located.... This tender is published on USARFP under UST Ref No: 119958427 and is categorized as a Tender. Interested and eligible suppliers are invited to participate by reviewing the tender documents and submitting their bids before the deadline on 2025-06-19.

The estimated tender value is Refer Document, and full details, including technical specifications and submission requirements, are provided in the official tender documents. Ensure all submissions meet the criteria outlined to be considered for evaluation.