1. San Francisco-Oakland Bay Bridge East Span Seismic Safety Project Pre-Bid Meeting for Construction Contract E4 March 12, 2003

2. SFOBB New East Span Welcome - my name is Sarah Picker
Purpose : networking for business relationships to construct SFOBB East Span
Agenda
Sign-In Please

3. General collect business cards other cost savings measures handouts
sign-in sheets

4. Welcome Opening Remarks by: Dan McElhinney
Chief Deputy District Director
Toll Bridge Program

5. San Francisco - Oakland Bay Bridge
East Span
Seismic Safety Replacement Project
West Approach
West Span
Retrofit

6. SFOBB East Span Seismic Safety Project

7. East Span Replacement
(Self-Anchored Suspension bridge land foundation, W2) Unofficial Engineer Estimate: $29 million.
This contract constructs the western most foundations and columns of the self-anchored suspension bridge at Pier W2 not far from the existing pier E1 on Yerba Buena Island. The work consists of two large excavations in the Yerba Buena rock for the footings, all necessary retaining structures, placement of the structural foundations in the W2 foundation excavations, and construction of the columns up to the bottom of the pier’s cap beam. The steel-framed anchorages within the footings are included in this work, but the cables running between the footings and the superstructure are excluded. Column reinforcing steel will extend above this level, typical of any column pour.
(Self-Anchored Suspension bridge marine foundations, T1 and E2)
This contract constructs the tower foundation at piers T1 and the eastern most foundations and columns of the self-anchored suspension bridge at Pier E2. The work is in and on the waters of the Bay just to the east of Yerba Buena Island and to the north of the existing bridge. The work will construct pile foundations (called “footings” on the plans) at both piers. The contract will also construct Pier E2 columns. The Pier E2 column concrete will extend up to the bottom of the pier cross beam. Column reinforcing steel at pier E2 will extend above this level, typical of any column pour. This contract will also include the anchor bolts, rods and associated miscellaneous work at Pier T1.

8. Project Limits
San Francisco
Oakland
Project Limits

9. East Span Replacement Contracts
Frame 1
Frame 2
Frame 3
Frame 4
Hinge A
Hinge E
One Contract
Two Contracts
Nine Contracts
Segment
YBI
SAS
Skyway
Oakland
Oakland Touchdown Geofill

10. East Span Replacement Contracts
Segment
YBI
SAS
Skyway
Oakland
Hinge A
Hinge E
Nine Contracts
One Contract
Two Contracts
Frame 1
Frame 2
Frame 3
Frame 4
Oakland Touchdown Geofill
Oakland Touchdown Structures

11. East Span Replacement Contracts
Segment
YBI
SAS
Skyway
Oakland
Hinge A
Hinge E
Nine Contracts
One Contract
Two Contracts
Frame 1
Frame 2
Frame 3
Frame 4
1. 04a1701 (R/W) YBI Building Demolition

12. East Span Replacement Contracts
Segment
YBI
SAS
Skyway
Oakland
Hinge A
Hinge E
Nine Contracts
One Contract
Two Contracts
Frame 1
Frame 2
Frame 3
Frame 4
1. 04a1701 (R/W) YBI Building Demolition
G4 YBI Substation, Viaduct Retrofit

13. East Span Replacement Contracts
Segment
YBI
SAS
Skyway
Oakland
Hinge A
Hinge E
Nine Contracts
One Contract
Two Contracts
Frame 1
1. 04a1701 (R/W) YBI Building Demolition
G4 YBI Substation, Viaduct Retrofit
C4 SAS W2 Substructure
E4 SAS E2/T1 Substructures
F4 SAS Superstructure
Frame 2
Frame 3
Frame 4

14. East Span Replacement Contracts
Segment
YBI
SAS
Skyway
Oakland
Hinge A
Hinge E
Nine Contracts
One Contract
Two Contracts
Frame 1
Frame 2
Frame 3
Frame 4
1. 04a1701 (R/W) YBI Building Demolition
G4 YBI Substation, Viaduct Retrofit
C4 SAS W2 Substructure
E4 SAS E2/T1 Substructures
F4 SAS Superstructure
P4 YBI Transition Structures

15. East Span Replacement Contracts
Segment
YBI
SAS
Skyway
Oakland
Hinge A
Hinge E
Nine Contracts
One Contract
Two Contracts
Frame 1
Frame 2
Frame 3
Frame 4
1. 04a1701 (R/W) YBI Building Demolition
G4 YBI Substation, Viaduct Retrofit
C4 SAS W2 Substructure
E4 SAS E2/T1 Substructures
F4 SAS Superstructure
H4 YBI Transition Structures
Q4 USCG Road Relocation

16. East Span Replacement Contracts
Segment
YBI
SAS
Skyway
Oakland
Hinge A
Hinge E
Nine Contracts
One Contract
Two Contracts
Frame 1
Frame 2
Frame 3
Frame 4
1. 04a1701 (R/W) YBI Building Demolition
G4 YBI Substation, Viaduct Retrofit
C4 SAS W2 Substructure
E4 SAS E2/T1 Substructures
F4 SAS Superstructure
H4 YBI Transition Structures
Q4 USCG Rd. Relocation
R4 South-South Detour

17. East Span Replacement Contracts
Segment
YBI
SAS
Skyway
Oakland
Hinge A
Hinge E
Nine Contracts
One Contract
Two Contracts
Frame 1
Frame 2
Frame 3
Frame 4
1. 04a1701 (R/W) YBI Building Demolition
G4 YBI Substation, Viaduct Retrofit
C4 SAS W2 Substructure
E4 SAS E2/T1 Substructures
F4 SAS Superstructure
H4 YBI Transition Structures
Q4 USCG Rd. Relocation
R South-South Detour
YBI Midden Site

18. East Span Replacement Contracts
Frame 1
Frame 2
Frame 3
Frame 4
Hinge A
Hinge E
Segment
YBI
SAS
Skyway
Oakland
One Contract
Two Contracts
Nine Contracts
Skyway Contract No

19. Self Anchored Suspension (SAS)
Hinge A C L
Pier W2W C L
Tower C L
Hinge K C L
Pier E2W C L
Pier W2
Pier 1 (Tower)
Pier E2
Mean Sea Level Elev 0.000
Approx OG
along PG Line
C4 W2 Structures Bid Opening 4/29/03
E4 E2/T1 Structures Bid Opening 4/15/03
F4 SAS Superstructure Bid Opening 6/03/03

20. Aerial View of Self Anchored Suspension (SAS)

21. Elevation

22. 04-0120P4 YBI Transition Structure
Viaduct W2
Transition Structure
P Scheduled Bid Opening: 6/22/04

23. YBI Transition Structure

24. 04-0120Q4 USCG Road Relocation
USCG Access

25. 04-012044 Oakland Touchdown Structures
Possibility of separating this contract into two projects to facilitate SBE:
Westbound contract
Eastbound contract
CL Hinge E
Advertise 12/1/ Bid Opening: 3/2/04

26. R4 South-South Detour
South-South Detour

27. readvertisement YBI Foundation W2 04-0120C4
a contract to construct Self Anchored Suspension Span Land Foundation W2
advertise 3/17/03
bid opens 4/22/03

28. SAS E2/T1 Structures E4
a contract to construct the Self-Anchored Suspension bridge in-bay foundations, the main tower (T1) and pier E2 just to the east of YBI
advertise Jan 21, 2003
bid open April 15, 2003

29. SAS Superstructures 04-0120F4
a contract to construct the tower and superstructure of the Self-Anchored Suspension bridge
advertise Feb 3, 2003
bid open June 3, 2003

30. South-South Detour R4
a contract to construct a 580 meter temporary two-level traffic bypass structure
Contractor required to design according to criteria, means and methods to be described in advertised documents and to prepare construction plans and specifications
advertise 4/7/03
bid open 8/5/03

31. Recap of SFOBB East Span Seismic Safety Project
PIDP
Skyway
Geofill
Archeological Excavation and Midden Site
YBI Building Demolition(R/W)
SAS W2 Structures C4

32. Recap of SFOBB East Span Seismic Safety Project
YBI Substation & Viaduct Retrofit G4
SAS E2/T1 Structures E4
SAS Superstructures F4
YBI Structures P4
south south detour R4
Q4 New Road for USCG
Oakland Touchdown
Existing Bridge Demolition

33. SFOBB East Span
Today’s discussions relate to the Construction Contract In Bay Foundation T1 and E E4
advertised for bid January 21, 2003
bid opens April 15, 2003

34. Other Introductions
Will the Potential Prime Contractors in the room volunteer to raise their hands?
Would the DBE certified businesses raise their hands?
Would the potential DBE or small businesses raise their hands?

35. San Francisco-Oakland Bay Bridge East Span Seismic Safety Project

36. Branch Chief, Toll Bridge Program
Roadway Items
Bob Zandipour
Branch Chief, Toll Bridge Program

37. YBI/SAS Contracts Yerba Buena Island T1/E2 foundations (04-0120E4)
Transition structure ( H4) E2
Retrofit/Substation ( G4) T1
SAS superstructure ( F4)
W2 foundation ( C4)
Building demolition (04A1701)
Yerba Buena Island
YBI/SAS Contracts

38. Yerba Buena Island Varied topography -- 60 meter elevation change
Steep slopes
Narrow winding roads
USCG base for 24 hour Search and Rescue unit
Lots of underground utilities

39. Environmental Constraints at YBI
Historic Structures
USCG Facilities

40. Special Aquatic Site and Trestle Locations- Yerba Buena Island

41. Elevation and Plan

42. Roadway Items Items Description Unit Quantity
Electronic Mobile Daily Diary Computer
System Data Delivery LS Lump Sum
Transportation for the Engineer LS Lump Sum
Construction Surveying LS Lump Sum
Pile Corrosion Monitoring System LS Lump Sum
Progress Schedule (Critical Path) LS Lump Sum
Time Related Overhead LS Lump Sum
Prepare Storm Water Pollution Prevention Plan LS Lump Sum
Water Pollution Control LS Lump Sum
Non Storm Water Discharge LS Lump Sum
Turbidity Control LS Lump Sum
Temporary Concrete Washout Facility LS Lump Sum
Chain Link Fence (Type CL-1.8) M 146
Concrete Barrier (Type K) M 72
Grounding for Pier E2 and T1 Foundations LS Lump Sum
Navigation Lighting System LS Lump Sum
Strong Motion Detection Downhole LS Lump Sum

43. San Francisco-Oakland Bay Bridge East Span Seismic Safety Project

44. Structure Items
Structural Design,
Toll Bridge Program

45. Self-Anchored Suspension Bridge (E2 & T1)

46. Self-Anchored Suspension Bridge (E2 & T1)

47. Pile Data

48. Tower Footing – Plan View

49. Tower Footing – Elevation A-A

50. Tower Footing – Elevation B-B

51. Tower Pile Oversized Hole Detail

52. E2 Footing – Plan View

53. E2 Footing – Transverse Elevation

54. E2 Footing – Longitudinal Elevation

55. Tower Footing Details – Steel Framing Plan

56. Tower Footing Details

57. Tower Footing Details – Steel Pile Sleeve

58. Tower Footing Details – Reinforcement Plan

59. Tower Footing Details

60. E2 Footing Details – Steel Framing Plan

61. E2 Footing Details

62. E2 Footing Details – Pile Sleeve Connection

63. E2 Footing Details – Top Reinforcement Plan

64. E2 Footing Details

65. Tower Pile Details

66. E2 Pile Details

67. Pier E2 Elevation

68. Pier E2 Cross Section

69. Tower Anchorage Details

70. Tower Anchorage Details

71. Tower Anchorage Details

72. Tower Anchorage Details

73. Tower Anchorage Details

74. Tower Anchorage Details

75. Tower Anchorage Details

76. Tower Fender Details

77. Tower Fender Details

78. Pier E2 Fender Details

79. Pier E2 Fender Details

80. Quantities UNIT QUANTITY BRIDGE CONTRACT ITEM LIST
2.5 M CAST-IN-DRILLED-HOLE CONCRETE PILING
2.2 M CAST-IN-DRILLED-HOLE CONCRETE PILING (ROCK SOCKET)
FURNISH 2.5 M CAST-IN-STEEL SHELL CONCRETE PILING
DRIVE 2.5 M CAST-IN-STEEL SHELL CONCRETE PILE
2.5 M PERMANENT STEEL CASING
MARINE PILE DRIVING ENERGY ATTENUATOR
STRUCTURAL CONCRETE, BRIDGE FOOTING
STRUCTURAL CONCRETE, BRIDGE FOOTING (LIGHTWEIGHT)
STRUCTURAL CONCRETE, BRIDGE
NONSHRINK GROUT
NONSHRINK FIBER-REINFORCED GROUT
BAR REINFORCING STEEL (BRIDGE)
BAR REINFORCING STEEL (EPOXY COATED) (BRIDGE)
HEADED BAR REINFORCEMENT
FURNISH STRUCTURAL STEEL (BRIDGE)
ERECT STRUCTURAL STEEL (BRIDGE)
CLEAN AND PAINT STRUCTURAL STEEL
MISCELLANEOUS METAL (BRIDGE)
MOBILIZATION
UNIT M EA LS M3 KG
QUANTITY
424
477
1,694 16
423 1
6,471
2,277
1,639
253 66
2,546,120
728,768
3,018
3,958,454
920

81. Business Enterprise Outreach Program
San Francisco-Oakland Bay Bridge East Span Seismic Safety Project
This concludes our portion of the presentation. Thank you all for your time and attention.
Please write down any questions you may have, and we will respond during the question and answer period after the presentation.
Business Enterprise Outreach Program
2003 18

82. Assistant Deputy Director
Civil Rights
Olivia Fonseca
Assistant Deputy Director

83. Civil Rights Business Enterprise Program
for information about
Doing Business with Caltrans Disadvantaged Business Enterprise (DBE) Program
Small Business Services
Business Enterprise Program
call (916) or access
Small Business/Disabled Veteran Business Enterprise Services
call (916) or access

84. Presented by Kris Kuhl March 12, 2003
SFOBB East Span Replacement Contracts Advertising & Award Process Overview
Presented by
Kris Kuhl
March 12, 2003

85. Purpose of this Presentation
Provide you with information about Caltrans contract advertising and award process for the E2/T1 Foundations (Contract E4) of the San Francisco/Oakland Bay Bridge East Span Replacement Projects
Make sure the audience knows that we also want to listen to their suggestions on how we can improve

86. Caltrans Mission Our mission is to improve mobility across California
The Office Engineer contributes to Caltrans mission by providing construction contracts that are:
Complete, biddable and buildable
Competitively bid
Meeting legal requirements
Open to all licensed contractors
Make the point that our prime contractors must be licensed, but in some cases subcontractors don’t require a license: suppliers and truckers. These types of work are often subcontracted to DBEs.

87. Contract 04-0120E4 Project Goals
This is a federally-funded project
The Disadvantaged Business Enterprise (DBE) goal for this project is 8 %.

88. 4 Weeks Prior to Releasing Bid Documents
E4 Project Advertising to Award Timeframe
Advertised
Release
Date
1/21/03
Advance
Advertising
4 Weeks Prior to Releasing Bid Documents
Distribute Bid Documents to Bidders (12 weeks)
Open
Bids
4/15/03
Award
Process Award (30-60 days)

89. Public Bid Opening
Bids for this project will be opened and read in a public forum
On Tuesday, April 15 at 2 PM in Sacramento in Room 100 at 1120 N Street
Immediately Following Bid Opening:
Bid amounts will be verified
Preliminary bid results posted at (916) and on the Internet (
Bid summaries will be mailed to all bidders
Announce Project
Engineer's Estimate of cost is announced
Small Business Preference is announced (State Only Projects)
Each proposal is given a cursory review to make sure each item has a unit price and extended amount filled out, the proposal is signed and a bidders bond is included
Total bid for each bid proposal is read out loud
We don’t open bids during the Christmas/New Years holiday period, and a few other days during the year

90. This Contract will use A+B Bidding
To determine the lowest monetary bidder, Caltrans will calculate the bid amount as follows:
“A” contract items total +
“B” number of contract working days bid by contractor multiplied by a dollar amount per day determined by Caltrans
A+B will determine the total bid for comparison purposes only

91. Contract Award Process
We anticipate the award process will take days from bid opening
Before awarding a contract, we verify:
Bid is responsive and complete
Bid security is provided and correct
All forms are complete and correct
Contractor is properly licensed
Verify Compliance with DBE requirements
Receipt of DBE commitment forms by 4th day
All protests addressed
Our average award time is 17 days from bid opening

92. Other Requirements Escrow of Bid Documents
The 3 low bidders are to escrow their bid documents on April 22 at 1 PM
See the Special Provisions for more information

93. Contract Execution & Approval
After Contract Award
Contractor has 8 days to sign and return contract for Caltrans approval
Executed Documents (returned)
Contract signature page signed
Payment and Performance bonds included & signed
Signed/Approved by Caltrans
Begin Construction!

94. Internet Services Provided
Information on Projects Released for Bid
Weekly Advertisements for Bids
Electronic copies of project plans & specifications
Bidder Assistance
Bid Opening and Award Information