Description: BOROUGH OF MAGNOLIA County of Camden, State of New Jersey REQUEST FOR PROPOSALS PROFESSIONAL ENGINEERING SERVICES FOR A COMPREHENSIVE SANITARY SEWER \& STORMWATER SYSTEM STUDIES Issued Pursuant to the Fair and Open Process under N.J.S.A. 19:44A-20.4 et seq. Issuing Entity: Borough of Magnolia, Office of the Municipal Clerk Issue Date: November 2, 2026 Proposal Due Date/Time: December 2, 2026, at 10AM prevailing time Submission Location: Borough of Magnolia Municipal Building, 438 Evesham Avenue, Magnolia, NJ 08049 Contact: Syliesha Scott, Borough Clerk — 856-783-1520 ext. 110 — sscott[at]magnolia-nj.org No proposal will be accepted after the date and time designated above. Supporting Documents: magnolia_sewer_stormwater_studies_rfp_2026.pdf (269.32 KB)
City · NJ, US
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Professional engineering design and permitting services for boatyard improvements, including stormwater collection and treatment, pavement and electrical upgrades, and reconstruction of an 85-ton marine travel lift system.
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ADVERTISEMENT FOR BIDDERS Sealed Bids will be received by the City of Canton, 110 Academy St., Canton, GA 30114, until: 10:00 AM local time on Friday, December 11th, 2026 for the Project known as: Professional Services for On-Call Water, Sanitary Sewer, and Stormwater Emergency Repairs. The City of Canton ("City") is requesting proposals for qualified construction contractors to submit proposals to provide on-call emergency and repair services for the City’s water distribution, sanitary sewer, and stormwater drainage systems. The general scope includes the following but is not limited to: * Availability: Emergency response services must be available 24 hours a day, 7 days a week, 365 days a year (including weekends and holidays) and contractors must be capable of mobilizing and arriving on-site within four (4) hours of initial notification. * Representative Scope Examples: Water main break repairs, Sewer line failures, Stormwater structure repairs, etc.. * Regulatory & Safety Compliance - All contractors and performed work must strictly adhere to: GA DNR regulations, EPD regulations, EPA regulations, City Ordinances and Policies, and all applicable local, state, and federal laws. Issued on: Thursday, October 29th, 2026 Due Date: Friday, December 11th, 2026, 10:00 am Last Date for Questions: Wednesday, November 25th, 2026, 4:00 pm
CityMD
Posted
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Nov 9, 2026
TOWN OF OAKLAND, MARYLAND FINAL ADDENDUM NO. 1 RFP 2026-04 PROFESSIONAL ENGINEERING SERVICES OAKLAND WATER SYSTEM COMPREHENSIVE ENGINEERING \& INFRASTRUCTURE PLAN, PHASE I Issue Date: October 28, 2026 Question 1: Does the Town have a preference for the water modeling software used for this study? Response: The Town does not have a preference for a specific hydraulic modeling software platform. The Engineering Consultant shall use software compatible with the Phase I water model base mapping provided by the Program Manager in DWG and/or shapefile formats. Acceptable modeling platforms include EPANET, Bentley WaterCAD, Autodesk InfoWater Pro, or equivalent software, provided the Engineering Consultant can incorporate the Phase I base mapping furnished in DWG and/or shapefile formats and meet the hydraulic modeling and deliverable requirements of Section 5, Task 2 of the RFP. Question 2: Is a model for the wastewater system required for the evaluation? Response: No. A wastewater collection system hydraulic model is not required under this RFP. The Bradley Run Sewer Pump Station alternatives shall be evaluated through preliminary engineering in accordance with Section 5, Task 4 of the RFP, using existing wastewater flows, anticipated future development, available previous engineering information, and applicable design criteria. Question 3: Can the water and wastewater alternatives be included in a single PER/ER effort? Response: Yes. The water and wastewater alternatives shall be addressed in a single Preliminary Engineering Report and coordinated environmental review effort, consistent with the requirements of Section 5, Tasks 5 and 6 of the RFP. Separate cost estimates and supporting evaluations shall be provided for the water and wastewater improvements, in accordance with USDA-RUS Bulletin 1780-2, Exhibit Two, Section 6(e). Environmental documentation shall satisfy the applicable USDA-RUS, NEPA, and MDE requirements. Question 4: What fire hydrant test data does the Town currently have available? Response: Existing fire hydrant testing data, including fire-flow test results, are shown on the "Phase I Study -- Water Alternatives Concept Overview Map" and "Phase I -- Water Model Base Mapping Overview" included with the RFP. The hydraulic model shall be calibrated using available testing information to a level of accuracy appropriate for the preliminary engineering evaluations, consistent with AWWA Manual M32. An extensive field-testing and calibration program is not anticipated. If significant discrepancies or data deficiencies are identified that could materially affect the evaluation of alternatives, the Engineering Consultant shall notify the Program Manager. The Town, through the Program Manager, will determine whether supplemental hydrant testing is warranted and arrange for any necessary testing separately from the Engineering Consultant's scope of services. Question 5: Does the PER effort need to meet the Federal Funding MBE/WBE requirements? Or would that only apply to the design and associated funding? Response: Applicable federal funding requirements apply to Phase I and subsequent design phases. The Town has not established a specific MBE/WBE participation goal for this procurement. Respondents shall acknowledge compliance with Section 13 of the RFP and applicable requirements of 2 CFR 200.321 in their proposals. Supporting good-faith effort documentation is not required with proposals but shall be maintained by the selected Engineering Consultant and provided to the Town upon request. Except as expressly clarified herein, all terms, conditions, requirements, and deadlines of RFP 2026-04 remain unchanged. Respondents shall acknowledge receipt of Addendum No. 1 using the Acknowledgment of Addenda form included with the RFP. Respondents are reminded that proposals are due no later than: 2:00 PM ET on November 9, 2026. Proposals shall be submitted in a sealed package to: Town of Oakland 15 S. Third Street Oakland, Maryland 21550 The outside of the package shall be clearly marked: RFP: 2026-04 -- Oakland Water System Comprehensive Engineering \& Infrastructure Plan, Phase I -- Engineering Services Respondents shall submit five (5) hard copies of the proposal and one electronic copy in PDF format on a USB drive. The hard-copy and electronic versions of the proposal shall contain the same proposal information. In the event of a discrepancy, the hard-copy proposal shall govern. Failure to provide the required electronic copy on a USB drive may result in the proposal being deemed nonresponsive. Proposals received after the stated deadline will not be considered. The Town will record the date and time of receipt of each proposal.
CountyGA
Posted
Oct 19, 2026
Dec 1, 2026
Construct the following: +/- 770 LF of 10\" PVC gravity sewer, +/-1,748 LF of 4\" force main, lift station and all other items to complete, 16\" jack and bore steel casing, installation of manholes, valves, fittings, and generator, clearing and grubbing, rock removal (if necessary), erosion control items, and all other appurtenances necessary.
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