TranSystems Corporation - LGM Construction

FedEx Express
Oakland Sort Expansion Project
Oakland International Airport
1 Sally Ride Way, Oakland, CA 94621
FedEx Project Number: 8634515 CF 20197
All values should be inclusive of descriptions provided in Contract Documents
No.
FedEx
Expense/Ca
pital
Spec
Item
1.0: Sort Expansion: Part 1 - Sort Building
OAK SB_Exhibit C-5_Schedule of Values.xlsx
Exhibit C-5: Schedule of Values OAK Sort Expansion Project: Package SB - CONTRACTORS TO COMPLETE ALL SHADED CELLS AND SUBMIT AS PART OF BID
Description
QTY Unit
Unit Cost
Company Name:
Address:
10/17/2011
A B C D E
F G
1.01. C Bond LS $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.02. C Mobilization LS $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.03. C Temporary and Safety Facilities LS $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.04. C SWPPP and Erosion Control Facilities LS $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.05. C Security LS $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.06. C Street Sweeping LS $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.07. C Survey, Layout, Field Engineering LS $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.08. C Utility Identification and potholing LS $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.09. E Relocate trailers and containers LS $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.10. E Fence demolition LF $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.11. E Asphalt Pavement Demolition (including overlay sections) SF $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.12. E Concrete demolition SF $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.13. E Storm drain demolition LF $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.14. E Storm drain structure demolition EA $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.15. E Raise/lower storm drain structure to grade EA $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.16. E Underground utility demoliton (water, electrical, gas, sewer, etc) LF $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.17. E Utility structure demolition EA $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.18. E Raise/lower utility strucutre EA $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.19. E Fire hydrant demolition EA $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.20. E Fire hydrant relocation EA $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.21. E Light pole demolition EA $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.22. E Light pole relocation EA $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.23. E Sign demolition EA $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.24. E Wood bridge demolition (including stairs) LS $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.25. E Bollard demolition EA $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.26. E Miscellaneous demolition LS $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.27. C Excavation (grading limit SFfootprint x 2 feet) CY $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.28. C Scarify/Compact (all new pavement and building footprint) SF $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.29. C Fill/Backfill (all backfill of excavated quantity less AB sections) CY $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.30. C Aggregate base for AC pavement (14.5") CY $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.31. C Aggregate base for concrete pavement (6") CY $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.32. C Asphalt pavement (6") SF $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.33. C Concrete pavement (4") SF $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.34. C Concrete pads and sidewalk SF $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.35. C Concrete valley gutter SF $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.36. C Retaining wall LF $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
-
1.37. C Bollards EA $ - $ - $ - $ - $ - $ - #DIV/0! $ - $
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Contact:
Payment Application #
WORK COMPLETED
MATERIALS
TOTAL
Scheduled Value FROM PREVIOUS
APPLICATION
(B+C)
THIS PERIOD
PRESENTLY COMPLETED AND
STORED (NOT IN STORED TO DATE
B OR C)
(B+C+D)
% COMPLETED
(A/E)
BALANCE TO
FINISH (A-E)
RETAINAGE