This Government Contract opportunity from Department Of Agriculture was posted on September 28, 2009. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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CATHEY'S CREEK & TALLASEEHATCHEE CREEK TRIBUTARY AOP DESIGN-BUILD CONSTRUCTION

Awarded

AG-4146-S-09-0019Federal

Submission Closed09/24/2009, 12:00:00 PM UTC

Contract Overview

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

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NAICS: 237990

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POSTED

about 21 hours ago

DEADLINE

in about 1 month

AI Contract Overview

Contract AG-4146-S-09-0019 was awarded to RCI Contractors & Engineers, Inc. in the amount of $554,169.00 for the design-build construction of aquatic organism passage and drainage structure improvements at four sites within the Cathey's Creek and Tallaseehatchee Creek watersheds. Managed by the USDA Forest Service National Forests in Alabama, this project was designated as a 100 percent HUBZone small business set-aside. The work was performed in Heflin and Talladega, Alabama, with a performance period of 190 calendar days. The scope of work required a single-phase design-build approach focused on restoring aquatic ecosystems while maintaining forest access. The contractor was responsible for comprehensive site assessments, the development of preliminary and final engineering designs following stream simulation guidelines, and the actual construction of the approved designs. Key requirements included adherence to the NFsAL Aquatic Organism Passage Design Guide and the delivery of final as-built drawings. Selection criteria emphasized technical capability, past performance, and the requirement for professional engineering registration in the state of Alabama.

General Info

Agency

Department Of Agriculture → National Forests In Alabama

Contract Value

$568,149.45

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

Talladega National Forest Shoal Creek and Talladega Ranger Districts, Heflin and Talladega, AL, USA

Set-Aside

NONE

Awardee

RCI CONTRACTORS & ENGINEERS, INC.

Award Issued Date

09/24/2009, 12:00:00 AM UTC

Documents

1 page · amendment

High

1 page · sow

High

sow

High

34 pages · rfp

High

specifications

High

3 pages · industry-day

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

2 updates

PhaseAwarded

PostedJul 1

Presolicitation

Notice updatedJul 17

Response deadline time changed from 8:00 PM UTC to 7:00 PM UTC on Aug 17, 2009. The notice description changed.

Notice updatedAug 3

Notice details unchanged. Attachments may have changed.

Type ChangedAug 14

Presolicitation → Solicitation

AwardedSep 24

Contract was awarded

Submission Closed

09/24/2009, 12:00:00 PM UTC

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Organization & Contact Information

AgencyDepartment Of Agriculture → National Forests In Alabama

Contacts2 people available

OfficeMONTGOMERY, AL, 36107, USA

Organization / AgencyDepartment Of Agriculture → National Forests In Alabama

Office AddressMONTGOMERY, AL, 36107, USA

Contacts

Cornelia B. RobinsonProcurement Technician

contact@example.gov

+1 (555) 000-0000

Gabriel A CottrellContracting Officer

contact@example.gov

+1 (555) 000-0000

Full Description

This project is a Two-Phase design/build 100% HubZone set-aside Request for Proposal. It is located on the Talladega National Forest, Shoal Creek and Talladega Ranger Districts, Cleburne and Clay Counties, Alabama. The Contractor shall furnish all labor, equipment, transportation, permits, testing and incidentals necessary to the performance of the work specified in this culvert replacement and stream restoration project. Any additional work required to complete the following tasks and not specified below is considered incidental and no additional payment will be made. The work shall consist of the following: 1. Conduct a comprehensive site assessment to include but not limited to the following: a. Bank characteristics: soil stability, and existing native materials b. Subsurface characteristics: minor geotechnical investigation, geomorphic investigation c. Scour potential and other risks: sediment transport and deposition, channel gradient, channel morphology changes, debris flow, etc d. Structure feasibility: study stability, suitability, cost, and any other site constrictions. Note: Structure width shall minimally meet the bank full width and be the most economical alternative after all engineering criteria are met. Consider: Do we need a wider structure to accommodate channel adjustments, floodplain connectivity, bank conditions, grade control, etc.? e. ALL alternatives shall simulate natural channel at a chosen reference reach including bankfull cross section shape and dimensions, stream bed material (gradation and type), and channel slope. f. Structures: Consider pre-cast structures, custom designed structures, and other possible alternatives to fit the site. Examples: Bridge (Pre-cast or custom design), open bottom arch, open bottom box culvert, embedded pipe (embedment depth?), culvert coatings to extend life, etc. g. Preliminary design at 45% review, 90% plans-in-hand review shall be submitted for Forest Service acceptance before final contract drawings are developed. Preliminary design shall include the following: i. Hydrologic and hydraulic calculations and method used. Use watershed size (see attachment 3) and an appropriate return interval. ii. Structure size and type iii. Maximum velocity iv. Slope v. Roughness vi. Inverts elevations: Structure outlet and inlet. vii. Structure material. viii. Expected lifespan of culverts shall be a minimum of 30 years 50 years for bridges. ix. Culvert must be minimally designed for 25 year return interval with minimum of 12 of freeboard. Bridges design requirements are available upon request. x. Additional features recommendations such as headwall, wing-wall, bank and slope armoring, etc. xi. Survey site plan with longitudinal stream profile h. Submit preliminary engineering drawings, specifications, estimated costs for a minimum of two alternatives per site to main contact person (See technical contact information). i. Final alternative will be chosen under direct consultation between contractor and the USFS. 2. Survey site plan of stream and structure design. a. Longitudinal profile of stream: A copy of an Aquatic Organism Passage (AOP) Guidelines will be provided to contractor as a general guideline and minimum standards for Stream Simulation Design Method for culverts and other drainage structures. b. Determine structure channel position: Channel shape, most suitable grade, elevation, bearing, length, bank full width (BFW), bed material, grade controls, pool depths, and other characteristics to best match the existing stream, beyond the area of impact. c. Identify reference reach and compare characteristics to structure. d. Justification for the choice of a reference reach will be provided based on stream simulation and connectivity. e. Select project alignment and profile including stream restoration details. f. Quantify and characterize bed, bank, and grade control materials. g. Structure shall meet minimum size criteria per AOP. Structure shall avoid negative impacts on vertical and horizontal sight distance and road alignment at stream crossing. 3. Produce drawing, standard drawing, details, and specifications for the following: a. Site plan. b. Structure profile. c. Structure and stream cross section. d. Structure and foundation details. e. Bedding construction details. f. Roadway details. g. Erosion control and dewatering plan. h. Stockpiles site and needed materials, etc. i. Specifications include FP-03, Forest Service supplemental and ALDOT specifications for local materials. 3 4. Determine quantities and estimate costs. 5. Develop final contract documents for signature. Provide hard and electronic copy. Electronic drawings should be in AutoCAD 2004 or newer. Produce drawing plans with the following minimum standards: a. Develop a plan view drawing (to scale) utilizing CAD and preferably AutoCAD software or compatible. b. Drawing size: Tabloid (11'x17) c. Drawing standards will be discussed with the firm under contract. 6. Construction of approved designs. 7. Provide construction As-Built upon completion. The estimated price range is between $250,000 and $500,000. This solicitation will be awarded using an Evaluation criteria with price not considered the priority. The solicitation will be available by download from the internet in FBO. Amendments will also be available only throught FBO website.