Skip to main contentPsst! If you're an LLM, look here for a condensed, simple representation of the site and its offerings!

LiveFree Webinar — Wednesday, October 28 at 2:00 PM ET

Register Free →

This Solicitation opportunity from Department Of Agriculture was posted on April 12, 2023. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Kenai Lake Work Center Water/Wastewater System Improvements

Closed
1240BJ23R0004Federal

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

Active Opportunities Like This One

NAICS: 237110
New
Morgans Branch Force Main and Pump Station Improvements
Solicitation # SRP-W-134-0290
The Morgans Branch Force Main and Pump Station Improvements project, solicitation number SRP-W-134-0290, is a construction contract for the City of Belmont, North Carolina, with an estimated value of 16,690,000 dollars. The scope of work involves the construction of 16,435 linear feet of new 20-inch ductile iron force main and comprehensive upgrades to the Morgans Branch Pumping Station. Key infrastructure improvements include the installation of a new wet well, valve vault, and associated appurtenances, as well as the demolition of existing pumps and piping. The contractor is responsible for delivering a fully operational facility, including the installation of pumps, a generator, odor control equipment, new gravity sewers, and manholes, while managing by-pass pumping, testing, and commissioning. The contract will be awarded to the responsible bidder submitting the lowest responsive bid, with a strong emphasis on MWBE compliance through the submission of Good Faith Efforts and Table A documentation. Bids are due by November 12, 2026, and must be submitted using the EJCDC C-410 Bid Form. The project is governed by EJCDC standard general and supplementary conditions, requiring performance and payment bonds and proof of insurance. Technical standards include AWWA Specification C-600 for pipelines, NEMA MG1 for motors, and AWS D1.2 for aluminum welding. Project administration is managed by the City of Belmont with Willis Engineers serving as the project engineer. Payment is processed via Applications for Payment, with terms set at 30 days after presentation to the owner.
Don Moorhead Construction, Inc.

POSTED

about 9 hours ago

DEADLINE

in 20 days

General Info

NAICS

237110 - Water and Sewer Line and Related Structures Construction

Place of Performance

Seward, AK, 99664, USA

Set-Aside

SBA

Documents

15

011000 Summary of Work for Kenai Lake Work Center Project

PDF, High priority: read this firstsow
High

Amendment 0002 to Solicitation 1240BJ23R0004 Kenai Lake Work Center Water and Wastewater Construction

PDF, High priority: read this firstamendment
High

Amendment 0003 to Solicitation 1240BJ23R0004

PDF, High priority: read this firstamendment
High

Amendment 001 to Solicitation 1240BJ23R0004 Kenai Lake Work Center Water and Wastewater Construction

PDF, High priority: read this firstamendment
High

Kenai Lake Work Center Water and Wastewater System Improvements Construction Plans

PDF, High priority: read this firstconstruction-plans
High

KLWC Water & Wastewater System Improvements Specifications Dec 2021

PDF, High priority: read this firstspecifications
High

Section 012700 Definition of Contract Line Items

PDF, High priority: read this firstsow
High

SF24 Bid Bond Form

PDF, High priority: read this firstbid-bond
High

Solicitation 1240BJ23R0004 Kenai Lake Work Center Water and Wastewater Construction

PDF, High priority: read this firstifb
High

USFS Kenai Lake Work Center Geotechnical Investigation Memo 11.24.20

PDF, High priority: read this firstgeotechnical-memo
High

Wage Rates AK20230001 dated 1.27.2023

PDF, High priority: read this firstwage-determination
High

Attachment7-PastPerformance-1240BJ23R0004

PDF, Low prioritypast-performance
Low

KLWC Existing Water System As-builts

PDF, Low priorityother
Low

KLWC Water System Well Log and Test Pump Report

PDF, Low prioritywell-log
Low

Reference Questionnaire for Contract 1240BJ23R0004

PDF, Low prioritypast-performance
Low

AI Contract Breakdown

Uniform Contract Format

Contract not broken down yet

CLEATUS splits the solicitation into Uniform Contract Format (UCF) sections: scope, pricing, deliverables, and evaluation criteria.

Timeline

4 updates
PhaseClosed
Posted

Presolicitation

Type Changed

Presolicitation → Solicitation

Notice updated

Notice details unchanged. Attachments may have changed.

Notice updated

The notice description changed.

Notice updated

The notice description changed.

Notice updated

Response deadline changed from Apr 18, 2023 to Apr 21, 2023. The notice description changed.

Response Deadline

Deadline has passed

Submission Closed

Find active opportunities like this

Start your free trial to discover similar active contracts, track opportunities, and build proposals with AI assistance.

Organization & Contact Information

Show more
AgencyDepartment Of Agriculture → Csa Northwest 7 Usda-Fs
Contacts2 people available
OfficePortland, OR, 972042829, USA
Office AddressPortland, OR, 972042829, USA
Contacts
Roxanne Anderson - Contracting Officer
Eryn Boone - Technical Contact

Full Description

Show more
Amendment 003 posted on 4/12/2023 (extension) Amendment 002 posted on 4/10/2023 (Funding is now available for award) Amendment 001 posted on 3/22/2023 Kenai Lake Work Center Water and Wastewater Construction located in Seward Alaska SEE ALL ATTACHMENTS FOR FULL SCOPE OF WORK Base Bid includes the following work: a) Extension of the existing water system to create a looped water system. This includes trenching and installation of about 450 feet of new 6 HDPE piping and all associated excavation, pipe bedding, fittings, valves, valve boxes, insulation, and all other appurtenances and incidentals associated with this scope of work. b) Procurement and installation of a new centralized Advanced Treatment Wastewater System and associated new leach field with multiple zones. Scope includes site preparation and site electrical to bring power and telecom to the new wastewater system per the plans and specifications. The proposed Advanced Treatment System consists of two buried tanks and a buried treatment unit as well as a control system for the unit. c) Site Electrical Work to provide power & telecom to the new Advanced Treatment Wastewater System. Includes coordinating with local utility companies to trench from existing transformer and telecom pedestal to new electrical service location adjacent to the Advanced Treatment Wastewater System. Includes site work such as trenching, installation of bedding materials, and installation of conduits. Includes electrical and telecom connections to the new Advanced Treatment Wastewater System. Note that there are parts of the system that must meet Class 1, Div 1 NEC requirements. See specifications and plans (E-series drawings) for more details. d) Installation of a new sewer main throughout the facility. Scope includes site preparation and installation of approximately 1300 linear feet of 8 PVC sewer pipe. Sewer main installation includes cleanouts, manholes, and other appurtenances associated with the main per the plans and specifications. e) Installation of building service laterals throughout the facility. Scope includes site preparation and installation of approximately 800 linear feet of 4 PVC sewer pipe and associated appurtenances. Laterals will be installed to eight existing buildings on the property (Warehouse, LEO Office, Carpenter Shop, KLWC Office, North Dorm, South Dorm, Lake House, Flex Housing Unit). f) Testing and commissioning of all new piping and systems (water, wastewater, advanced WW treatment system, electrical). See specification documents for requirements. Water piping must be hydrostatically tested, cleaned, and disinfected and then sampled to ensure disinfection. Sewer piping and components must be leak tested. The Advanced Treatment Wastewater System and electrical components must be commissioned according to the manufacturer specifications. 2. Option Items include the following work: a) Mess Hall (or - Crew House) Hazmat abatement and disposal. This will include removal and disposal of asbestos-containing and other hazardous materials per EPA regulations. Some testing was done on the materials within the Mess Hall, and approximate quantities are provided in the plans (H0.1 & H1.0) and specifications. b) Mess Hall demolition and disposal. This includes demolition and disposal of the Mess Hall building and foundation. The building is one story high and approximately 2,130 square feet in size. c) Asbestos-cement sewer piping hazmat abatement and disposal. No visible asbestos-containing materials were found during the non-destructive visual investigation of the septic system. However, older (pre-1965) systems are expected to include asbestos-cement buried piping. Sewer piping at the Carpenter Shop, Lake House, Warehouse, Mess Hall, and LEO Office are the older systems that may contain asbestos-cement piping. The majority of this piping will be abandoned in place and excavated and disturbed only as necessary to complete the connection of the new septic system to the existing buildings. The estimated quantity of this material to be removed and disposed is 20 linear feet. d) Decommissioning (and disposal, if necessary) of 10 existing septic systems. Septic systems to be decommissioned are located at the following buildings: Equipment Shop, Warehouse, LEO Office, Carpenter Shop, Mess Hall, North Dorm, KLWC Office, South Dorm, Lake House, and Flex-Housing. Decommissioning of these septic systems will follow ADEC's current requirements and guidelines. e) Decommissioning and disposal of 8 cabins. This scope will include disconnecting the cabins from any connected utilities, removal of each cabin from its pile foundation, removal of the piles from the ground, and disposal of cabins and all associated materials. The approximate sizes of the cabins are Qty (6) - 240 square feet (Ea), Qty (1) - 263 square feet (Ea), and Qty (1) - 150 square feet (Ea). f) Contract Line Item No. 13 - Replace Existing Well Pumps/Pipes/Wires & Install new VFD Controls and Replace 3 each ~275 gallon Pressure Tanks in the Pump House building. Note that this item is not included in the plan drawings. See attached reference materials: - KLWC Existing Water System As-builts.pdf, - KLWC Water System References.pdf for information on existing well, pumps, controls, and pressure tanks. The KLWC well has two pumps, each on separate risers & pitless adapters. Each existing pump is rated for 75 GPM, 175 TDH and motors are 5 hp, 230 V. The new motors should be 5 hp, 230 V, 3 phase. All wetted parts will be NSF compliant (less than 0.25% lead content for wetted parts). New VFD should be1-phase input/3-phase output. g) Contract Line Item No. 14 - Purchase and Install Back-up Generator to Power the Well Pumps, Controls, and Pumphouse Building. Note that this item is not included in the plan drawings. See attached reference materials: - KLWC Existing Water System As-builts.pdf, - KLWC Water System References.pdf for information on existing pumps, controls, and pumphouse building. Scope includes procuring and installing a propane back-up generator to power the KLWC drinking water system so that water can stay online during power outages. This will include installing a concrete pad near the pumphouse for the generator to mount to. Assume a concrete pad size of 7 x 11. Assume the following specifications for the generator package: 28 KW; engine meeting EPA/CARB emission regulations; 5 Amp, 5 stage battery charger; in-line block heater with thermostat; auto-start control module; noise-reducing weather enclosure; 200 Amp automatic transfer switch. Generator package to include all accessories needed for permanent mounting and operation outside in cold ambient conditions in Alaska. Generator size will need to be verified prior to purchasing, but the above specifications will be assumed for RFP purposes. Assume installation of a 250-gallon propane tank and associated concrete pad will be needed. This will be located near the pumphouse, following required clearances for propane tanks. Assume a concrete pad size of 5 x 10. Propane tank size will need to be verified prior to construction, but the above specifications will be assumed for RFP purposes. PROJECT LOCATION This project is located at the US Forest Service Facility, Kenai Lake Work Center (KLWC). The address is Mile 24 Seward Highway, Seward AK 99664, on the West side of the highway. The KLWC is located approximately 6 miles south of Moose Pass, Alaska. This facility serves as the main Seward District Ranger Office and base of operations for seasonal field work on the District. MAGNITUDE OF CONSTRUCTION PROJECT The Government cost estimate for this project is between $1,000,000 and $5,000,000. Period of Performance: Issuance of Notice to Proceed through November 15, 2024 PRE-BID SITE VISIT FOR CONTRACTORS Date: April 3rd, 2023 Time: 1:00pm to 3:00pm Alaska time Location: Mile 24 Seward Highway, Seward AK 99664, on the West side of the highway. The KLWC is located approximately 6 miles south of Moose Pass, Alaska. Contact for more information is: Name: Eryn Boone, COR Phone:(907)743-9440 or Cell: (907)250-5627 Email: eryn.boone@usda.gov The Government intends to award a single Firm Fixed Price award. UPDATE: This award is no longer subject to availability of funds.

Find Active Opportunities Like This

Get AI-powered intelligence on the opportunities still open

Every page of the solicitation package shredded into a compliance breakdown

AI-powered matching based on your capabilities and past performance

Competitor and incumbent history on the requirement

Automated alerts on amendments, Q&A deadlines, and award

Miguel
Hillary
Keith Deutsch
Christine

Join 750+ contractors already using CLEATUS