Recovery--c--recovery - OM-WCC 60411-EAP h&h contract

Award Notice Posted

Solicitation number
W9128F-09-D-0002
Agency
Awarded
Set-aside
No set-aside

Opportunity facts

NAICS code
541330 Engineering Services
PSC
Not on record

Notice details come from SAM.gov. Updated .

Notice text

2 versions

Update #2 · Latest ·

THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY. THIS OPPORTUNITY IS AVAILABLE ONLY TO WEST CONSULTANTS, INC. UNDER AN EXISTING IDIQ CONTRACT COMPETED IN ACCORDANCE WITH THE BROOKS ACT AND FAR 36.6. The Omaha District Corps of Engineers intends to issue a Task Order against existing Contract Number W9128F-09-D-0002. This contract has been previously competed in accordance with the Brooks Act and FAR 36.6 Architect-Engineer Services and awarded as an Architect-Engineer Service Indefinite Delivery/Indefinite Quantity (IDIQ) contract.

TITLE: OM-WCC 60411-EAP H&H-Project No. 057670-South Platte Survey Collection and Hydraulic Modeling for the Chatfield Dam Emergency Action Plan (EAP). An engineering analysis is required to update the hydraulic model and delineate both the limit of spillway design flood without dam failure and limit of spillway design flood with dam failure using new topographic data.

Update #1 ·

THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY. THIS OPPORTUNITY IS AVAILABLE ONLY TO WEST CONSULTANTS, INC. UNDER AN EXISTING IDIQ CONTRACT COMPETED IN ACCORDANCE WITH THE BROOKS ACT AND FAR 36.6. The Omaha District Corps of Engineers intends to issue a Task Order against existing Contract Number W9128F-09-D-0002. This contract has been previously competed in accordance with the Brooks Act and FAR 36.6 Architect-Engineer Services and awarded as an Architect-Engineer Service Indefinite Delivery/Indefinite Quantity (IDIQ) contract.

TITLE: OM-WCC 60411-EAP H&H-South Platte Survey Collection and Hydraulic Modeling for the Chatfield Dam Emergency Action Plan (EAP). An engineering analysis is required to update the hydraulic model and delineate both the limit of spillway design flood without dam failure and limit of spillway design flood with dam failure using new topographic data.

Notice history

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