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2026 Monitoring Well Project

Active
State & Local

Contract Overview

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

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The Consolidated Irrigation District is preparing to construct eight new groundwater monitoring wells as part of the 2026 Monitoring Well Project, with each well designed to be approximately 350 feet deep below ground surface and equipped with a 12-inch diameter well bore and 4-inch PVC casing. Above ground, each site will feature a permanent 3-foot by 3-foot concrete pad, a 12-inch diameter steel riser, and protective bollards to shield the wellhead, with the Area of Potential Effect for each location spanning roughly 50 feet by 50 feet. The project is slated to proceed in California and is being managed by the district’s Assistant General Manager, Michael Carbajal, who serves as the primary point of contact for inquiries. The forecast notice was posted on July 28, 2026, indicating the district’s intent to move forward with procurement and site preparation in the upcoming fiscal cycle.

General Info

Eight 350-foot groundwater wells with PVC casing, concrete pads, steel risers, and bollards to be built in California in 2026.

Agency

California → Consolidated Irrigation District

NAICS

237990 - Other Heavy and Civil Engineering ConstructionView NAICS

Place of Performance

CA

Set-Aside

NONE

Documents

(1)

CID Monitoring Wells NOE_County stamped

PDF

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Timeline

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Organization & Contact Information

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AgencyCalifornia → Consolidated Irrigation District
Contacts1 person available
OfficeN/A
Organization / Agency
California → Consolidated Irrigation District
Office AddressN/A
Contacts
Michael CarbajalAssistant General Manager

Full Description

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The proposed Project consists of the construction of 8 new groundwater monitoring wells. The wells will include a 12” diameter well with 4” PVC casing, at an estimated depth of approximately 350 ft deep bgs. Above ground permanent features will include a 3’ x 3’ concrete pad, 12” diameter steel riser, and protective bollards. The Area of Potential Effect (APE) is approximately 50’ x 50’ (2,500 square feet) for each well site.

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