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Project 76281 Red Run update

RECOVERY–Z–Oakland County Red Run Construction Project 76281

This opportunity is a Recovery and Reinvestment Act action
Solicitation Number: W911XK-10-R-0037

Prior Info

Agency: Department of the Army
Office: U.S. Army Corps of Engineers
Location: USACE District, Detroit

Jun 15, 2011
3:13 pm

Solicitation Number:W911XK-10-R-0037
Notice Type:Award Notice
Contract Award Date:June 15, 2011
Contract Award Number:W911XK-10-C-0026 P00004
Contract Award Dollar Amount:
$104,504.00

Contract Line Item Number:0001 and 0003

Contractor Awarded DUNS:
096967393

Contractor Awardee:
SITE DEVELOPMENT, INC. (096967393)
30850 STEPHENSON HWY
MADISON HEIGHTS, MI 48071-1614

Synopsis:
Added: Jun 15, 2011 3:13 pm
RECOVERY – PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY WAS AVAILABLE ONLY TO CONTRACTOR(S) UNDER THE CURRENT CONTRACT NUMBER(S): SITE DEVELOPMENT INC. W911XK-C-0026, RED RUN CONSTRUCTION PROJECT 76281

DT001 Slope Repair Area Change
The design does not account for the transition from the existing to
the proposed top of bank.The transition from existing to proposed
top of bank will be tapered to provide a smooth transition into and
out of the slope repair areas as shown on sheet no. CG502-1. The
service access road shall be constructed/maintained no closer than 5
feet from the edge of the proposed top of bank as shown on sheet no.
CG502-2&3. Tree removal may be necessary to properly construct the
service access road.

DT006 Concrete, Debris and Duct Bank Issues
Item 1. Upon excavation, concrete was discovered between the 96″ and 114″
pipes at the proposed location of Manhole SS11 in Area 5. Some
concrete shall be removed to allow for proper excavation down to the
required depth and to properly remove the 48″ pipe that connects
into the 114″ pipe. The remaining concrete will be used to help
support proposed Manhole SS11. The Contractor shall test the
concrete to ensure its structural integrity. If structurally sound,
the Contractor shall dowel into the concrete and pour the manhole
base around it.
Item 2. Miss Dig discovered an electrical duct bank that ran directly
through the proposed location of Manhole SD1 and SD2 in Area 1. In
order to avoid damaging or rerouting the duct bank the Contractor
chose to move the proposed location of Manhole SD1 and SD2 roughly 6
feet east. This location was the only option the Contractor had
within the right-of-way. While installing the earth retention system
the electrical duct bank shall remain supported at all times. The
Contractor shall hand dig around duct bank.
Item 3. The unmarked duct bank that was discovered during Miss Digs visit
forced the Contractor to relocate Manhole SD1 and SD2 at the
location of the 12 inch watermain. The watermain shall be rerouted
to avoid the new proposed location of Manhole SD1 and SD2.
Item 4. While excavating the Contractor encountered various debris slowing
the earth retention installation process down. The Contractor shall
provide all documentation of debris encountered along with impact
costs associated with the debris encountered in Option 7 areas.
DEBRIS DOES NOT INCLUDE SOIL ENCOUNTERED DURING EXCAVATION

Contracting Office Address:
USACE District, Detroit, 477 Michigan Avenue, Detroit, MI 48226
Point of Contact(s):
George Fedynsky, 313-226-1317

USACE District, Detroit

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