SOURCES SOUGHT
Y -- LOWER ASSUNPINK CREEK ECOSYSTEM RESTORATION PROJECT – BROAD STREET CULVERT REMOVAL
- Notice Date
- 11/21/2016
- Notice Type
- Sources Sought
- NAICS
- 237990
— Other Heavy and Civil Engineering Construction
- Contracting Office
- Department of the Army, U.S. Army Corps of Engineers, USACE District, Philadelphia, 100 Penn Square East, Wanamaker Bldg (RM 643), Philadelphia, Pennsylvania, 19107-3390, United States
- ZIP Code
- 19107-3390
- Solicitation Number
- W912BU-16-ASSUNPINK
- Archive Date
- 12/30/2016
- Point of Contact
- Temekka S. Ellis, Phone: 2156566903, Gregory C. Keaton, Phone: 215-656-3826
- E-Mail Address
-
temekka.s.ellis@usace.army.mil, gregory.c.keaton@usace.army.mil
(temekka.s.ellis@usace.army.mil, gregory.c.keaton@usace.army.mil)
- Small Business Set-Aside
- N/A
- Description
- This is a Sources Sought Notice and is for information purposes only. THIS IS NOT A REQUEST FOR PROPOSALS, QUOTATIONS, OR BIDS. NO SOLICITATION IS CURRENTLY AVAILABLE. A Market Survey is being conducted to determine if there are adequate Small Businesses, HUBZone, 8(a), Women Owned, or Service Disabled Veteran Owned Business contractors for the following proposed contract: Assunpink Creek flows through a 475 foot buried double-celled concrete culvert between South Broad Street and South Warren Street. The culvert consists of two barrels 22'wide by 9' high. The culvert also consists of a concrete bottom and walls, a roof structure of 8" thick precast hollow-core concrete deck slabs, and a topping of reinforced concrete of undetermined thickness. The culvert is covered with 3' to 6' of soil. The work consists of removing the culvert except for approximately 70 linear feet downstream of South Broad Street Bridge and constructing an open trapezoidal channel along an alignment that brings the creek away from the Capital Place One building and closer to Assunpink Drive. The new channel will be constructed with a bottom width of 30 feet with 2H: 1V side slopes that will transition to 3H: 1V on the right side and 2.5H: 1V on the left side with an 8' wide bench. The use of riprap and/or other bank stabilization methods will be necessary. Approximately 200 linear feet of post and panel (precast concrete) retaining wall (18' in height) and low concrete granite-faced wall (4.5' in height) will be constructed along the right bank in front of the Capital Place One (CPO) building. Access to the CPO building will be maintained at all times (including access off Warren Street) and may not be obstructed. Concrete wing walls will be constructed at the downstream end of the culvert remnant and also at the upstream face of the Warren Street Bridge. The work includes mobilization, structure monitoring, erosion and sediment controls, care and diversion of water, earthwork, clearing and grubbing, demolition, recycling and removal of concrete and soil, excavation, rock hammering, rock coring, stream restoration, riprap protection, installation of geotextile, foundation work and concrete construction, culvert roof slab framing and replacement, seeding, mulching, tree and riparian zone planting and restoration, ornamental fencing and landscaping. Award of a firm fixed price contract is anticipated in May 2017. The completion time is 365 calendar days. The estimated cost range is between $5,000,000 and $10,000,000. Performance and Payment bonds will be required for 100% of contract award. NAICS for this project is 237990 and the size standard is $36.5 million. Responses to this sources sought announcement will be used by the government to make appropriate acquisition decisions. All interested Small Business, HUBZone, 8(a), Woman Owned, or Service Disabled Veteran Owned Business contractors should submit a narrative demonstrating their experience in similar type contracts. Contractors experience must include a minimum of three (3) projects over the last three (3) years, which required mobilization, remediation, care and diversion of water, earthwork, clearing and grubbing, demolition and removal of concrete and soil, excavation, riprap protection, installation of geotextile, foundation work and concrete construction, seeding, mulching, tree and riparian zone planting and restoration. Capability statements should include size/classification of your firm, bonding capacity (single project and aggregate), details of similar projects, completion dates, references and contract amount. Narratives shall be no longer than FIVE (5) pages. Responses should be sent to Temekka S. Ellis at temekka.s.ellis@usace.army.mil via email on or before 6 Dec 2016.
- Web Link
-
FBO.gov Permalink
(https://www.fbo.gov/spg/USA/COE/DACA61/W912BU-16-ASSUNPINK/listing.html)
- Place of Performance
- Address: USACE District, Philadelphia 100 Penn Square East, Wanamaker Bldg (RM 643), Philadelphia, Pennsylvania, 19107-3390, United States
- Zip Code: 19107-3390
- Zip Code: 19107-3390
- Record
- SN04333349-W 20161123/161121234311-9cc7d20f83de3f434a91d56f183013e4 (fbodaily.com)
- Source
-
FedBizOpps Link to This Notice
(may not be valid after Archive Date)
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