Loren Data's SAM Daily™

SAMDAILY.US - ISSUE OF JULY 04, 2021 SAM #7155
SOLICITATION NOTICE

Y -- Middle Logan Creek Flood Risk Management Project, Phase 2 Randolph, NE

Notice Date

7/2/2021 4:37:37 AM
 

Notice Type

Presolicitation
 

NAICS

237990 — Other Heavy and Civil Engineering Construction
 

Contracting Office

W071 ENDIST OMAHA OMAHA NE 68102-4901 USA
 

ZIP Code

68102-4901
 

Solicitation Number

W9128F21B0012
 

Response Due

7/16/2021 12:00:00 PM
 

Archive Date

08/30/2021
 

Point of Contact

David W. Neal, Phone: 4029952988, Lynne D. Reed, Phone: 4029952039
 

E-Mail Address

david.w.neal@usace.army.mil, lynne.d.reed@usace.army.mil
(david.w.neal@usace.army.mil, lynne.d.reed@usace.army.mil)
 

Small Business Set-Aside

SDVOSBC Service-Disabled Veteran-Owned Small Business (SDVOSB) Set-Aside (FAR 19.14)
 

Description

The U.S. Army Corps of Engineers (USACE) Omaha District plans to issue an invitation for bid (IFB) using the FAR Part 14 � Sealed Bidding method for the project titled: Middle Logan Creek Flood Risk Management Project, Phase 2 Randolph, NE. The tentative date to issue the IFB is 16 July 2021, with bids due and bid opening on 16 August 2021. The flood risk reduction project is along the Middle Logan Creek in Randolph, Nebraska. The work reach extends from approximately 550-feet upstream of County Line Road (558th Ave) to 150 feet upstream of Sholes Road bridge. The work in general comprises: 1)�� �Earthwork/grading for the realigned and widened Middle Logan Creek channel - excavating existing channel to a widened channel bottom of 40 feet with 95-foot top width, 3:1 side slopes, and a 5-foot wide and 1-foot deep low flow channel.� 2)�� �Transition from natural channel approximately 400 feet upstream of 558th Ave bridge to the trapezoidal widened channel section. 3)�� �Channel improvements with erosion and grade control, placement of new riprap, and other erosion control include turf reinforcement mat, seeding, erosion control blanket, silt fence, etc. 4)�� �New and extended storm drain structures. 5)�� �Removal and replacement of Main St., Douglas St., and 558th Ave bridges. 6)�� �Removal of a 42-foot long pedestrian bridge, not to be replaced. 7)�� �Horizontal roadway realignment for Main St. bridge and vertical roadway realignment for the approaches to Main St., Douglas St. and 538th Ave bridge. 8)�� �Shoo flybridge detour for 558th Ave bridge construction. 9)�� �New 3 strand barb wire fencing, new concrete pavement, and new aggregate pavement; and� 10)�� � �Installation of a new sanitary sewer siphon system and four domestic waterlines. The new widened channel of Middle Logan Creek will have an approximate length of 4280 feet. Work includes the relocation of storm drainage, sanitary sewer, and domestic water utilities. In addition, the owner of the affected utility will perform demolition and relocation of other existing utilities before the beginning of construction. Constructing the meandering Middle Logan Creek channel project will involve the excavation and on-site and nearby off-site disposal of approximately 118,000 cubic yards of soil, weathered rock, and topsoil; removal (clearing and grubbing) of designated trees and shrubs, three residential buildings, and eight small outbuildings; removal of fence line; installation of approximately 680 linear feet of 3-strand�barbed wire fence: and construction of various erosion protection features within the project site. The project will also require seeding about 14.6 acres and subsequent care of that vegetation to ensure its establishment.� The existing Main St. Bridge is approximately 20 feet long, with an adjacent pedestrian bridge on the west side. The vehicular bridge is about 25 feet wide from the back of the curb to the back of the curb. The vehicular bridge has a concrete deck on steel beams bearing on concrete abutments. Both approaches are paved city streets. The bridge needs replaced by a 3-span continuous slab bridge with a length of 100�-0� from the centerline of the abutment to the centerline of abutment and zero skew. There will be an NDOT 34-inch closed bridge rail separating a sidewalk on the west side from the roadway. The clear roadway width between bridge rails will be 26�-0�. Integral concrete abutments and concrete pier walls will bear on H-piles. Wingwalls will consist of reinforced concrete bearing on steel piles with sheet piling acting as anchored retaining walls. Approach slabs will span from each abutment to grade beams bearing on steel piles. There will be an NDOT 34-inch closed bridge rail separating a sidewalk on the west side from the roadway. The existing Douglas St. Bridge is an approximately 23 feet long structure consisting of a concrete slab bearing on concrete abutments. The vehicular bridge is about 25 feet wide from the back of the curb to the back of the curb, plus a raised walkway. Both approaches are paved city streets. The bridge will be replaced by a 3-span continuous slab bridge with a length of 105�-0� from the centerline of the abutment to the centerline of abutment and have a 15-degree skew. There will be an NDOT 34-inch closed bridge rail separating a sidewalk on the west side from the roadway. The clear roadway width between bridge rails will be 26�-0�. Integral concrete abutments and concrete pier walls will bear on H-piles. Wingwalls will consist of reinforced concrete bearing on steel piles with sheet piling acting as anchored retaining walls. Approach slabs will span from each abutment to grade beams bearing on steel piles. Concrete barrier tapered end sections will be used on the approach slabs as traffic railing. The existing 558th Avenue Bridge is approximately 20 feet long and 24 feet wide. The bridge consists of timber beams, timber piles, and timber wing walls. Both approaches are gravel-surfaced county roads. The bridge will be replaced by a 3-span continuous slab bridge with a length of 100�-0� from the centerline of the abutment to the centerline of abutment and zero skew. Bridge rails will be NDOT 34-inch open concrete rails. The clear roadway width between bridge rails will be 26�-0�. Integral concrete abutments and concrete pier walls will bear on H-piles. Wingwalls will consist of painted steel sheet piles. Approach slabs will span from each abutment to a sleeper slab. Approach�guardrails will have thrie-beams bolted to the concrete bridge rails. Construction duration is 730 calendar days after issuance of the notice to proceed. Estimated Magnitude of Construction is between $5,000,000 and $10,000,000. USACE Omaha District will post all solicitation documents to SAM.gov.
 

Web Link

SAM.gov Permalink
(https://beta.sam.gov/opp/796985d7f1444d578ff743c497ea469c/view)
 

Place of Performance

Address: Randolph, NE 68771, USA

Zip Code: 68771

Country: USA
 

Record

SN06050609-F 20210704/210702230112 (samdaily.us)
 

Source

SAM.gov Link to This Notice
(may not be valid after Archive Date)

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