HomeMy WebLinkAboutC2009-205 - 5/26/2009 - ApprovedAMENDMENT No. 1
RELOCATION AGREEMENT
NuStar Logistics, L.P. (NuStar), 2330 N. Loop 1604 W, San Antonio, Texas 78248 and the City of Corpus Christi, a
Texas home rule municipal corporation, P.O. Box 9277, Corpus Christi, Nueces County, Texas 78469-9277 (City)
acting through fts duly authorized City Manager or Designee (Director of Engineering Services), hereby amend the
Relocation Agreement authorized by Motion No. 2008-336 on December 16, 2008 as follows:
Attachment 2, as set forth by the original agreement, is revised by the addition of Attachment 2.1 to reflect an
additional estimated cost of $128,755.00 for a restated project cost estimate of $498,800.00. Attachment 2.1 as
attached to this Amendment is incorporated into the agreement as the revised project cost estimate.
All other terms and conditions of the December 16, 2008 Relocation Agreement, as amended, between the NuStar
and the City will remain in full forte and effect.
City of Corpus Christi
sy lrn/)'le~ s- Z s -s y
Oscar Martinez Date
Assistant City Manager
By ~ ~ ~/~/~,7
~2 ete Anaya, P.E. ate
ATTEST
By J 7ff/°t
Armando Chapa, Date
City Secretary
NuStar GP, Inc., general partner of
NuStar Lo is 'cs, L.P.
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Date
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8Y C.OU1tCIL,.,,(,~~~.~
SECRETAR~~t•
APPROVED AS TO FORM
Assistant C' ttorney Date
2009-205
M2009-143
05/26/09
NuStar GP Page 1 of 1
gs\Temporary Internet Files\Content.0utlook\PJTEAOXIMwdAmdtNUStad2elocation.doc
NuStar Logistics. LP
Nueces County
ATTACHMENT #2.1
SUMMARY UTILITY RELOCATION -COST ESTIMATE
Total (517/09) Variance
Material 8: Supplies E33,581 50,000 16,419
ROW E7,000 5,000 4,000
Labor 5706,700 49,000 (57,700)
Transportation 5440 - (440)
Construction 3144,000 258,000 114,000
Salvage/abandonment/removal 520,650 35,000 14,350
Miscellaneous $2,500 33,000 30,500
Sub total 3308,871 430,000 121,129
contingency (20%) 561,774 68,800 7,026
TOTAL PROJECT 5370,645 $498,800 S 128,155
Note:
Scope of project has changed from 200 ft line lowering to a 700 ft directional drill.
This is revision is required to accommodate the proper depth needed below the drainage structure.
Attachment 2.1
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