20140268_05_Pamlico Sound Bridge Corridor Cost Analysis (October 2012) - Appendix D_20150317

Appendix D
Contractor Estimates — Task 2

B-2500 Pamlico Bridge Cost Study
Task 2 Results:
Modification of Task 1 Cost Study
To Include Changes in Items,
Materials, and Quantities.
Based on 2012 Pricing
Prepared For:
NCDOT
(under 2011 AECOM Structures
Limited Services Agreement)
Prepared By:
A=COM
Project Manager:
Mark Pearson, PE
701 Corporate Center Dr.
Raleigh, NC 27607
Lead Estimator:
John Kovac, PE
200 Liberty St.
New York, NY 10281
June 6, 2012
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TABLE OF CONTENTS
B-2500 Pamlico Bridge Cost Study: Task 2 Results
TITLE
1. Figure S-1: Replacement Bridge Corridors and Preferred Alternative
2. Executive Summary
3. Study Bid Totals for Bonner (Parallel) Bridge — Option 1(2012 Pricing)
4. Study Bid Totals for Bonner (Parallel) Bridge — Option 2(2012 Pricing)
5. Study Bid Totals for Pamlico Bridge Segment (2012 Pricing)
6. Estimate Recap for Bonner (Parallel) Bridge — Option 1(2012)
7. Estimate Recap for Bonner (Parallel) Bridge — Option 2(2012)
8. Estimate Recap for Pamlico Bridge Segment (2012)
9. Appendix A: Supporting Data for Task 2
i. Bonner (Parallel) Bridge Cost Report — Option 1
ii. Bonner (Parallel) Bridge Cost Report — Option 2
iii. Pamlico Bridge Cost Report
A=COM
701 Corporate Center Drive, Suite 475
Raleigh, NC 27607
Project Manager:
L. Mark Pearson, PE
PAGES
1-10
11-14
15-18
19-20
21-23
24-26
27-29
A1-52
A53-114
A115-134
Lead Estimator:
John Kovac, PE

REPLAGENIENT BRIDGE CORRIDQRS AND Figure
PREFERRED ALTERNATIVE S-�
(Provided by NCDOT)

B-2500 Pamlico Bridge Cost Study
E�ECUTIVE
S UMMARY
�.�

����
EXECUTIVE SUMMARY
TASK 1
AECOM was requested to perform estimating tasks as part of a cost study to update pricing to 2012 for
the Pamlico Sound Bridge Segment (14.8 miles) and the Parallel Bridge Corridor (2.7 miles) for the B-
2500 project in Dare County, North Carolina. The effort is based on the Finley Engineering Group, Inc.
2006 construction cost estimates for the Pamlico Sound Bridge Corridor and the Parallel Bridge Corridor.
The Parallel Bridge Corridor would involve replacing Bonner Bridge with a 2.7-mile long bridge
immediately west of the existing structure. The estimate for the 17.5 mile structure was generated by
preparing an estimate for the 14.8 mile Pamlico Sound Bridge segment and adding to it the estimate for
the 2.7 mile Parallel Bridge segment to create a total. The estimate values from Task 1 are:
Bonner (2.7 miles)
Pamlico (14.8 miles)
Combined (17.5 miles)
2006
$ 222,962,625.60
$ 431,061,636.46
$ 654,024,262.06
2012
$ 240,118,222.43
$ 459,849,869.41
$ 699,968,091.84
The cost estimate above only includes 2012 construction costs for the structures, including demolition
of the existing structure. The cost estimate excludes design, acquisition and permitting costs, utility
costs, civil work costs, escalation, contingencies, O&M costs.
TASK 2
Task 2 includes updating the bridge design quantities to reflect more current concepts, material changes
and DOT requirements that were incorporated into a recent Design-Build RFP in 2011, in preliminary
design documents provided by the DOT from that contract and design concepts included for the long
bridge option in the final EIS for the project, as well as other changes requested by the DOT. The revised
quantities are priced in 2012 dollars.
Bonner Bridge now contains two options. The first option retains portions of existing bridge for a 1,200
foot long fishing pier. The second option includes construction of a new 1,200 foot long fishing pier.
AECOM utilized the updated 2012 HCSS estimates to perform Task 2.
• BONNER2012 (04/26/2012)
• PAMLICO2012 (04/26/2012)
The basis of the estimates used in this study, including development of labor rates, is included in the
documentation of Task 1. AECOM has made no fundamental changes in the basic means and methods
utilized in the original 2006 estimate. Therefore, although some items and quantities have changed in
D-5

the estimates, the fundamental construction approaches assumed and utilized in the 2006 estimates
have not been altered for the purposes of these study tasks.
For the Task 2 portion of the study AECOM adjusted the estimates from Task 1 based on new items of
work and changed quantities generated from more current design concepts. In general the major
design concept changes that affect the cost are:
Bonner Bridge
o Revising the reinforcing steel from epoxy coated to stainless steel for all cast in place
concrete as well as precast concrete within twelve feet of inean high water.
o Modification to existing structure for fishing pier — Option 1
o Construction of new fishing pier — Option 2
0
0
Substructure work
Revising type, size and spacing of piles.
Partial elimination of precast concrete columns, replacing with cylinder piles.
Superstructure work
Utilizing 45" and 96" Florida I-Beam (FIB)type girders with cast in place concrete
deck in lieu of precast segmental construction for approximately 75% of the
structure length.
• Pamlico Bridge
o Revising the reinforcing steel from epoxy coated to stainless steel for all cast in place
concrete as well as precast concrete within twelve feet of inean high water.
�
0
Substructure work
■ Revising type, size and spacing of piles.
■ Elimination of precast concrete columns, replacing with cylinder piles.
Superstructure work
■ Utilizing 96" Florida-I Beam girders in lieu of 78" bulb tee girders.
The estimate values are:
Bonner (2.7 miles)
Bonner (2.7 miles)
Pamlico (14.8 miles)
Combined (17.5 miles)
Combined (17.5 miles)
2012
Option 1 $ 216,456,883.01
Option 2 $ 221,568,517.36
$ 574,353,484.56
Option 1 $ 790,810,367.57
Option 2 $ 795,922,001.92
Part of Task 2 includes the addition of dredging 2000 feet for the 2.8-mile Bonner Bridge and 42,240 feet
(S miles) for the Pamlico Bridge. The original 2006 Bonner Bridge (2.7 miles) estimate already included
(Bid Item 2900, activity 230002) approximately $23MM direct cost for dredging for the portion of the
work contemplated as marine access. Therefore no additional dredging cost was included in this study.
The original 2006 Pamlico Bridge (14.8 miles) estimate utilized dual trestles as temporary access for all
construction operations. Updated in 2012 costs, the "budget" for temporary access is approximately
$122.6MM. Should means and methods change to marine access that would require dredging, the
above "budget" may be sufficient to cover those costs. Therefore no additional dredging cost was
included in this study.
2
D-6

In consideration of the fact that the available bridge plans for the 2.7-mile parallel bridge are in a
preliminary stage of development based on the 2011 B-2500 Request for Proposal and that structure
plans are not available for the 14.8 mile Pamlico bridge segment, AECOM recommends adding 20% to
the 2012 Task 2 estimated construction costs for the project development contingency.
CONCLUSION
The combined totals in 2012 dollars are $790,810,367.57 (17.5 mile Option 1) and $795,922,001.92
(17.5 mile Option 2).
The cost estimate only includes 2012 construction costs for the structures, including demolition of the
existing structure. The cost estimate excludes design, acquisition and permitting costs, utility costs, civil
work costs, escalation, contingencies, O&M costs.
AECOM recommends adding 20% to the 2012 Task 2 estimated construction costs for the project
development contingency (not included in the cost figures above). We also recommend that an
escalation factor be added through the anticipated mid-point year of construction to account for
increasing costs over time beyond 2012. The current rate is believed to be approximately 3%.
Adding the contingency amount of 20% to the estimated structure construction costs of Option 1 and
assuming a 3% escalation rate with a mid-point of construction in year 2016, the cost analysis for the
structure is as follows:
Structure Cost Bonner (2.7 miles) Pamlico (14.8 miles) Combined (17.5 milesl
2012 Construction Estimate $ 216,456,883.01 $ 574,353,484.56 $ 790,810,367.57
20% Construction Contin�ency $ 43,291,376.60 $ 114,870,696.91 $ 158,162,073.51
2012 Construction Total $ 259,748,259.61 $ 689,224,181.47 $ 948,972,441.08
2016 Cost Escalation (12.55%) $ 32,598,406.58 $ 86,497,634.77 $ 119,096,041.35
Construction Total* $ 292,346,666.19 $ 775,721,816.24 $ 1,068,068,482.43
*Range for structure costs includes construction contingency and assumed escalation for a 2016 mid-
point of construction. Costs for engineering design, acquisition and permitting costs, utility costs,
construction phase administration, engineering and inspection, civil works, and operations and
maintenance are not included in the bridge construction cost study.
3
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CREDENTIALS
The credentials of the AECOM cost study team are listed as follows:
1VI�r1� Pearson, �E
Project Manager
Education:
MCE, Structures and Engineering Mechanics,
North Carolina State University, 1979
BS, Civil Engineering, Clemson University, 1977
Licenses/Registrations:
Professional Engineer— North Carolina, South
Carolina, Georgia, Mississippi, Alabama,
Virginia, Tennessee, Florida
Years of Experience: 34
Professional Associations:
• American Society of Civil Engineers
• American Railway Engineering and
Maintenance-of-Way Association
Training and Certifications:
• FHWA Curved Stee) I-Girder Workshop
• PCI Bridge Design Manual Seminar
• FHWA & ALDOT Prefabricated Bridge
Elements Workshop
• SCDOT Seismic Design Specifications
Training Workshop
• FICE/FDOT LRFD Training Seminar
• FHWA Design of Bridges for Extreme
Events
Mark Pearson, PE, has 34 years of structural design and design management experience. Mr. Pearson
has spent his entire career in North Carolina and has worked on NCDOT projects for 33 years. He has
served as project manager, lead structures engineer, and Structures QC manager on numerous bridge
projects for NCDOT and throughout the Southeast. He has been involved with challenging bridge designs
and large design-build projects in North Carolina and Florida. His experience includes:
• Structures lead engineer for the bid phase of the $1.2 B, I-595 Roadway Corridor Improvements
PPP project for Florida DOT
• Project Manager for the I-440/US 64 Knightdale Bypass 3-level interchange flyover bridges in
Wake County for NCDOT
• Engineer of record for the US 231 bridges over the Tennessee River in Huntsville, AL
• Structures Design QC Manager for the $199M, 2.8-mile US 17 Washington Bypass Bridge Design-
Build project for NCDOT
• 30 other projects for NCDOT over his career
4
D-8

Wally jorc�an, PE
Project Technical Reviewer
Education:
MS, Civil Engineering, Auburn University, 1984 Years of Experience: 28
BS, Civil Engineering, Auburn University, 1982
Professional Associations:
Licenses/Registrations: • American Segmental Bridge Institute
• Chi Epsilon
Professional Engineer — North Carolina, South . NCEES Structural Examination
Carolina, Alabama, Florida, Virginia, Maryland, Committee, Member
Georgia, New York. NCEES.
Mr. Jordan has 28 years of experience in major bridge design, construction, project management and
design-build projects involving multiple engineering disciplines and supervision of technical design and
production staff. His extensive experience includes large-scale transportation projects working directly
with the Federal Highway Administration, state DOTs, and contractors. He has expertise in major and
complex bridges including precast segmental and cable-stayed design, construction, and inspection. A
resident of North Carolina, Mr. Jordan has worked on NCDOT projects for 24 years. Mr. Jordan's bridge
experience includes:
• Structures Design Manager for the $199M, 2.8-mile US 17 Washington Bypass Bridge Design-
Build project for NCDOT
• Construction Engineer for the Modeling of the erection of Albemarle Sound Bridge, NCDOT
• Design Project Manager and Engineer-of-Record on the Ringling Causeway Design-Build Project,
Florida DOT
• Design Project Manager and Engineer-of-Record for the contractor's value engineering proposal
of the redesign Memorial Causeway, Florida DOT
5
D-9

����y IV�otri�an, I��
Quantities Review and Development
Education:
BS, Civil Engineering, Virginia Polytechnic
Institute and State University, 2000
Licenses/Registrations:
Professional Engineer— North Carolina, Virginia.
Years of Experience: 12
Professional Associations:
American Society of Civil Engineers
American Institute of Steel Construction
Training and Certifications:
• Railroad General Roadway Worker
Protection (RWP) On-Track Safety
• Structural Design of Buildings and
Industrial Facilities for Bomb Blasts and
Accidental Chemical Explosions
• LRFD 3rd ed. Design for Steel Bridge
Superstructures
Mr. Morrison is an engineer with 12 years of structural design experience in the design of bridge and
highway structures, culverts, retaining walls, water and wastewater treatment facilities and tank
structures, and structural foundations. He also has experience in hydraulic investigation of scour for
bridges and culverts. His varied experience includes structures design for major highway design-build
projects as well as projects with state DOTs, the department of defense, municipalities, and transit and
aviation structures. A resident of North Carolina, Mr. Morrison has been designing bridges on local
projects for nine years. His projects include:
• Structures engineer on four structures on the $1.2 B, I-595 Roadway Corridor Improvements PPP
project for Florida DOT
• Structures Engineer on the $199M, 2.8-mile US 17 Washington Bypass Bridge Design-Build
project for NCDOT
• Structures Engineer for 16 bridges on the I-520 Palmetto Parkway Phase II, South Carolina DOT
6
D-10

��"illi�in J. �����°����°���, F'F
Chief Estimator
Education:
BS, Civil Engineering, University of Vermont,
1982
Licenses/Registrations:
Professional Engineer — NJ, CT, VT
Years of Experience: 29
Other:
• Adjunct professor of Construction
Estimating at Manhattan College,
Riverdale, NY
• Graduate Construction Management
Program.
Mr. Bayersdorfer is a civil engineer with 29 years of experience in all types of heavy/civil construction,
mechanical and plumbing, and electrical energy projects. His experience includes the planning, costing,
and implementation of heavy/highway projects, underground utility construction, complex excavations
for underground structures, earth support systems of every type, slurry walls, groundwater control,
environmental remediation, HVAC and Energy. Prior to joining AECOM, Mr. Bayersdorfer's career was
with the leading contractors in the types of work mentioned. As Chief Estimator, is responsible for
developing capital cost estimates during the design process as well as directing all cost engineering
efforts and negotiations associated with contractor's changes on CM projects. His work experience
includes:
• TBTA, Feasibility Study to Restore Two-Way tolling to Verrazano-Narrows Bridge, Staten Island
and Brooklyn, NY. Developed well selected modeling for parametric estimating for alternative
analysis for restoring bi-directional tolling. Alternatives analyzed involved complex roadway and
bridge realignments all under active roadway conditions with complex staging of traffic.
Projected construction costs of individual alternatives ranged from $200 -$500 million.
• Cost Estimator for the $250M, NJDOT, Route 52 Causeway Bridge Replacement, Somers Point &
Ocean City, NJ.
• Cost Estimator for the NJDOT Route 139 Viaduct Reconstruction, Jersey City, NJ.
• NYCDOT, Replacement of six (6) bridges, Belt Parkway, Brooklyn, NY. Responsible for the
complete takeoff and estimated cost of construction for replacement of bridges (over water
courses and perpendicular roadways). Projects involve complex foundations within sheeted
cofferdams, pile foundations, soil improvement, subaqueous pipeline construction, complex
staging to maintain traffic, all structures and pavements. Estimated costs for individual bridges
range from $30 - $140 million.
7
D-11

J��n C. I���ac, P1�
Deputy Chief Estimator
Education:
Education:
BS, Construction Engineering Technology, 1995
Newark College of Engineering, NJIT
Licenses/Registrations:
Professional Engineer — New Jersey
Years of Experience: 15
Professional Associations:
• ASCE, American Society of Civil
Engineers
Other:
Primavera Project Planner 3.1 Training
Certificate
Mr. Kovac is a Civil Engineer with over 15 years experience in all types of heavy construction. His
experience includes the costing, engineering, inspection, analysis and management of heavy/highway
projects and underground utility construction. Mr. Kovac also has extensive field experience working for
a leading contractor and engineering firm for the types of work mentioned. Since joining AECOM, Mr.
Kovac is responsible for the development and preparation of comprehensive design and change order
cost estimates from project conception through final design. Mr. Kovac specializes in the review and
analysis of all aspects of construction claims including entitlement, cost/damages and schedule from the
project level to litigation. His work experience includes::
NYCDOT, Replacement of (6) Belt Parkway bridges, Brooklyn, NY. Projects involve complex
foundations within sheeted cofferdams, pile foundations, soil improvement, sub-aqueous
pipeline construction, complex staging to maintain traffic, all structures and pavements.
Providing constructability review, quantity calculations and detailed cost estimate. Estimated
costs for individual bridges range from $30 -$140 million.
NJDOT, Route 139 Viaduct Reconstruction, Jersey City, NJ. Project involves the rehabilitation
and replacement of 70 year old concrete encased steel structures with complex traffic patterns
to maintain traffic, extensive night work, small and large steel replacement, foundation
construction in heavily contaminated soil, and roadway surface replacement. Provided detailed
estimate analysis for non-standard items and review of standard item unit prices.
NJDOT, Route 52 Causeway, Somers Point, NJ. Project involves the staged construction of (2)
high level structures over navigable waters as well as the demolition of the existing Route 52
bascule bridge and trestle structure. Provided constructability review and detailed cost estimate
for comparison to Engineer of Record estimate.
8
D-12

��� is I��neie��ian
Senior Estimator
Education:
MS, Industrial & Civil Engineering Years of Experience: 30
College of Railroad Engineers, Belarus, 1979
Mr. Lenderman has more than 30 years of practical experience in the construction industry as a civil
engineer with extensive skills in cost estimating, project controls, and project management. His
knowledge encompasses all stages of the construction process in transportation, industrial, and
residential projects. Mr. Lenderman specializes in major transportation and heavy construction projects
as an Estimator and Project Controls Engineer. He is a knowledgeable civil, structural, and architectural
estimator within the transportation industry. He has working knowledge of HCSS and Winest Estimating
software, and Primavera P3. His work experience includes:
Indianapolis: Assisted in developing Engineering Estimate for Deep Rock Tunnel Connector in the
cost range of $200 Mil.
New York City Subway: Provides Construction Phase services and Bid support services for 2 Ave
Subway Phase 1 Contracts.
New York City Subway: With previous employer on the 2nd Ave Subway Project in New York
City, supervised a team of estimators and was fully responsible for developing and updating cost
estimates for all stations of the Phase #1 Project for different stages of design, starting from the
conceptual stage to 100% design. Phase #1 includes 4 stations with the total cost of $4.5 billion.
9
D-13

C��.����� ��y�r, �F
Project Reviewer
Education:
BSCE, Civil Engineering, University of Florida,
Gainesville, FL, 1990
Licenses/Registrations:
Professional Engineer — Florida, South Carolina
Years of Experience: 21
Professional Associations:
• American Society of Civil Engineers
• American Council of Engineering
Companies of South Carolina, Board of
Directors
• Civil Engineers Club of Charleston
Training and Certifications:
• SCDOT Strategic Training for
Transportation Agency Representatives
(STTAR)
• SCDOT Resident Engineer Academy
• AECOM Quality Management System
Project Quality Representative
Charles Dwyer, PE, has 21 years of transportation engineering and project and program management
experience. His experience includes the procurement of large and complex design-build projects as an
employee of the South Carolina Department of Transportation. Mr. Dwyer has experience in both the
public and private sector performing program management. His experience includes:
• SCDOT Design-build project manager (2001 to 2007) for the $700 million replacement of the
Cooper River Bridges in Charleston, SC, including
o The $540 million design-build project to build the new cable-stayed Arthur Ravenel
Bridge
o The $65 million design-build project for demolition of the old Cooper River Bridges and
complete the connecting interchanges
o The $35 million consultant contracts for design review and CEI.
• Member of the 2004 FHWA Peer Review Team for alternatives analysis of the San Francisco—
Oakland Bay Bridge (SFOBB) project.
10
D-14

B-2500 Pamlico Bridge Cost Study
S TUDY B ID TOTALS
FOR BONNER
PARALLEL B RID GE -
OPTION 1
2012 PRICING
(Revision 1 of AECOM Estimate 04/26/12
D-15

OS/04/2012 12:19
RBON20120PT1 BONNER 2012 REVISION 1(OPT1)
*** Boris Lenderman BID TOTALS
Biditem Description uantit
CONSTR & REMOVAL OF TEMP ACCESS
REMOVAL OF EXISTING BRIDGE
FOUNDATION EXCAVATION
UNCLASSIFIED STRUCTURE EXCAVATION
CI AA CONCRETE FTGS
STAINLESS STEEL REINFORCEMENT-CIP PILE F
STAINLESS STEEL SPIRAL REBAR-CIP PILE FOO
1371 MM PRESTR CONC CYL PILE (54-IN)
36" Sq. Prestressed Concrete Piles
20" Sq. P/C Conc Piles-End Bents
STATIC AXIAL LD TEST ON 54" CYL PILE
STATIC AXIAL LD TEST ON 36° CYL PILE
LATERAL LD TEST ON 54" CYL PILE
LATERAL LD TEST ON 36" CYL PILE
PRODUCTION DYNAMIC LD TEST ON CYL PILE
PRECAST CONCRETE COLS & CAPS
EPDXY-COAT. COLUMNS AND CAPS REINFORC
STAINLESS STEEL COLUMNS AND CAPS REINF
PT STRAND IN PC COLS & CAPS
PT BAR IN PC COLS & CAPS
DECK SLAB REINFORCEMENT STEEL (ASTM A
CONC DECK
END BENTS RFC-STAINLESS STEEL (ASTM A 95
END BENTS-CIP CONCRETE
REBAR IN PC DK SEGS
PRE CAST CON DK SEGS
ERECT PC DK SEGS
96" FIB GIRDERS
45" FIB GIRDERS
PT STRAND IN DK SEGS
PT BAR IN DK SEGS
SEG CASTING & ERECTION EQUIP
GROOVING DECK
POT BEARINGS
ELASTOMETRIC BEARING PADS
EXPANSION JOINTS
ACCESS SYSTEM
APPROACH SLABS
TWO BAR METAL RAIL
355MM X 800MM CONC PARAPET
FILTER FABRIC FOR DRAINAGE
SOLAR ARRAY SUPPORT PLATFORM
TELEPHONE COND & INSERTS
POWER & CATV SLEEVES & DUCTBANKS
GRANITE SLOPE PAVING
NAVIGATION LIGHTS
REMOVE EXiSTING BRIDGE RAIL(FISHING PIER
TWO BAR METAL RAIL (F1SH PIER)
REMOVABLE TRAFFIC BARRIER (FISH PIER)
355MM X 800MM CONC PARAPET (FISH PIER)
STR. IMP. TO RETAINED BRDGEPORT.(1200')(FIS
1.000
1.000
1.000
2,241.695
13,307.612
1,996,746.032
l 19,356.261
16,758.530
58,979.659
600394
2.000
2.000
2.000
2.000
l 5.000
6,568.140
1,349,437.831
293,225309
243,1 15.079
210,260.141
3,921,069.224
15,678.786
29,212.963
117.709
2,346,175.044
13,401.779
13,401.779
47,270341
1,528.871
33,516314
1,364,682.540
1.000
563,591398
1.000
614.000
570.866
20,418.871
1.000
30,052.493
29,063320
6,748387
1.000
1.000
1.000
2,150.538
1.000
2,401.575
2,440.945
40.026
2,440.945
1.000
Units Unit Price Bid Total
LS 60,597,628.49 60,597,628.49
LS 9,687,62834 9,687,62834
LS
CY 64.90 145,486.00
CY 533.20 7,095,618.71
LB 3.14 6,269,782.54
LB 3.14 374,'778.65
FT 329.75 5,526,125.26
FT 300.6417,731,644.68
FT 257.52 154,613.46
EA 454,599.55 909,199.10
EA 454,599.55 909,199.10
EA 454,599.55 909,199.10
EA 454,599.55 909,199.10
EA 2,272.67 34,090.05
CY 410.96 2,699,242.81
LB 1.05 1,416,909.72
L.B 314 920,727.47
LB 3.03 736,638.68
LB 4.17 876,784.78
LB 3.1412,312,15736
CY 8383013,143,52630
LB 3.14 91,728.70
CY 1,134.01 133,483.18
LB 1.02 2,393,098.54
CY 1,024.7013,732,802.94
CY 437.03 5,856,979.47
FT 477.18 22,556,46131
FT 342.76 524,035.82
LB 2.41 80,77431
LB 3.64 4,967,444.44
LS 2,348,568.99 2,348,568.99
SF 0.42 236,70838
LS 2,075,706.62 2,075,706.62
EA 2,860.41 1,756,291.74
FT 2,141.24 1,222,361.11
LB 0.68 13,884.83
LS 43,508.62 43,508.62
FT 323 31 9,716,271.51
FT 102.64 2,983,059.16
SF 1.41 9,515.22
LS 5,136.14 S,136.14
LS 234,672.68 234,672.68
LS 134,106.87 134,106.87
SF 1.41 3,032.25
LS 30,306.64 30,306.64
FT 78.98 189,676.39
FT 32331 789,18192
FT 296.19 11,85530
FT 102.69 250,660.64
LS 647,854.56 647,854.56
11
D-16
1

OS/04/2012 12:19
RBON20120PT1 BONNER 2012 REVISION 1(OPT1)
* * * Boris Lenderman
Biditem Description
BID TOTALS
uantit Units
Bid Total =_______>
D-17
2
Unit Price Bid Total
$216,399,347.98
12

OS/04/2012 12:17
RBON20120PT1 BONNER 2012 REVISION 1(OPT1)
*** Boris Lenderman BID TOTALS
Biditem Description uantit
CONSTR & REMOVAL OF TEMP ACCESS
REMOVAL OF EXISTING BRIDGE
FOUNDATION EXCAVATION
UNCLASSIFIED STRUCTURE EXCAVATION
CI AA CONCRETE FTGS
STAINLESS STEEL REINFORCEMENT-CIP PILE F
STAINLESS STEEL SPIRAL REBAR-CIP PILE FOO
1371 MM PRESTR CONC CYL PILE (54-IN)
36" Sq. Prestressed Concrete Piles
20" Sq. P/C Conc Piles-End Bents
STATIC AXIAL LD TEST ON 54" CYL PILE
STATIC AXIAL LD TEST ON 36° CYL PILE
LATERAL LD TEST ON 54" CYL PILE
LATERAL LD TEST ON 36" CYL PILE
PRODUCTION DYNAMIC LD TEST ON CYL PILE
PRECAST CONCRETE COLS & CAPS
EPDXY-COAT. COLUMNS AND CAPS REINFORC
STAINLESS STEEL COLUMNS AND CAPS REINF
PT STRAND IN PC COLS & CAPS
PT BAR IN PC COLS & CAPS
DECK SLAB REINFORCEMENT STEEL (ASTM A
CONC DECK
END BENTS RFC-STAINLESS STEEL (ASTM A 95
END BENTS-CIP CONCRETE
REBAR W PC DK SEGS
PRE CAST CON DK SEGS
ERECT PC DK SEGS
96" FIB GIRDERS
45" FIB GIRDERS
PT STRAND IN DK SEGS
PT BAR IN DK SEGS
SEG CASTING & ERECTION EQUIP
GROOVING DECK
POT BEARINGS
ELASTOMETRIC BEARING PADS
EXPANSION JOINTS
ACCESS SYSTEM
APPROACH SLABS
TWO BAR METAL RAIL
355MM X 800MM CONC PARAPET
FILTER FABRIC FOR DRAINAGE
SOLAR ARRAY SUPPORT PLATFORM
TELEPHONE COND & INSERTS
POWER & CATV SLEEVES & DUCTBANKS
GRANITE SLOPE PAVING
NAVIGATION LIGHTS
REMOVE EXiSTING BRIDGE RAIL(FISHING PIER
TWO BAR METAL RAIL (FISH PIER)
REMOVABLE TRAFFIC BARRIER (FISH PIER)
355MM X 800MM CONC PARAPET (FISH PIER)
STR. IMP. TO RETAINED BRDGEPORT.(1200')(FIS
1.000
1.000
1.000
1,714.000
l 0,175.000
905,724.000
54,140.000
5,108.000
17,977.000
183.000
2.000
2.000
2.000
2.000
15.000
5,022.000
612,105.000
133,007.000
110,277.000
95,374.000
1,778,597.000
11,988.000
13,251.000
90.000
1,064,225.000
10,247.000
10,247.000
14,408.000
466.000
15,203.000
619,020.000
1.000
52,414.000
1.000
614.000
174.000
9,262.000
1.000
9,160.000
8,858.500
627.600
1.000
1.000
1.000
200.000
1.000
732.000
744.000
12.200
744.000
1.000
Units Unit Price Bid Total
LS 60,597,628.49 60,597,628.49
LS 9,687,62834 9,687,62834
LS
M3 84.89 145,501.46
M3 69736 7,095,638.00
KG 6.93 6,276,66732
KG 6.93 375,190.20
M 1,081.87 5,526,191.96
M 9863717,731,973.49
M 844.91 154,618.53
EA 454,599.55 909,199.10
EA 454,599.55 909,199.10
EA 454,599.55 909,199.10
EA 454,599.55 909,199.10
EA 2,272.67 34,090.05
M3 537.49 2,699,274.78
KG 233 1,426,204.65
KG 6.93 921,738.51
KG 6.69 737,753.13
KG 9.21 878,394.54
KG 6.9312,325,677.21
M3 1,09639 13,143,52332
KG 6.93 91,829.43
M3 1,483.15 133,483.50
KG 2.26 2,405,148.50
M3 1,340.18 I 3,73 2,824.46
M3 571.58 5,856,980.26
M 1,565.56 22,556,588.48
M 1,124.56 524,044.96
KG 533 81,031.99
KG 8.04 4,976,920.80
LS 2,348,568.99 2,348,568.99
M2 4.53 237,435.42
LS 2,075,706.62 2,075,706.62
EA 2,860.41 1,756,291.74
M 7,025.09 1,222,365.66
KG 1.52 14,078.24
LS 43,508.62 43,508.62
M 1,060.73 9,716,286.80
M 336.77 2,983,277.05
M2 15.16 9,514.42
LS 5,136.14 S,136.14
LS 234,672.68 234,672.68
LS 134,106.87 134,106.87
M2 15.16 3,032.00
LS 30,306.64 30,306.64
M 259.14 189,690.48
M 1,060.73 789,183.12
M 971.78 11,855.72
M 336.92 250,668.48
LS 647,854.56 647,854.56
13
D-18
1

OS/04/2012 12:17
RBON20120PT1 BONNER 2012 REVISION 1(OPT1)
* * * Boris Lenderman
Biditem Description
BID TOTALS
uantit Units
Bid Total =_______>
D-19
2
Unit Price Bid Total
$216,456,883.01
14

B-2500 Pamlico Bridge Cost Study
S TUDY B ID TOTALS
FOR BONNER
PARALLEL B RID GE -
OPTION 2
2012 PRICING
(Revision 2 of AECOM Estimate 04/26/12
D-20

OS/04/2012 12:02
RBONNER2012 BONNER 2012 REVISION 2(OPT 2)
*** Boris Lenderman BID TOTALS
Biditem Description uantit
CONSTR & REMOVAL OF TEMP ACCESS
REMOVAL OF EXISTING BRIDGE
FOUNDATION EXCAVATION
UNCLASSIFIED STRUCTURE EXCAVATION
CI AA CONCRETE FTGS
STAINLESS STEEL REINFORCEMENT-CIP PILE F
STAINLESS STEEL SPIRAL REBAR-CIP PILE FOO
1371 MM PRESTR CONC CYL PILE (54-IN)
36" Sq. Prestressed Concrete Piles
20" Sq. P/C Conc Piles-End Bents
STATIC AXIAL LD TEST ON 54" CYL PILE
STATIC AXIAL LD TEST ON 36° CYL PILE
LATERAL LD TEST ON 54" CYL PILE
LATERAL LD TEST ON 36" CYL PILE
PRODUCTION DYNAMIC LD TEST ON CYL PILE
PRECAST CONCRETE COLS & CAPS
EPDXY-COAT. COLUMNS AND CAPS REINFORC
STAINLESS STEEL COLUMNS AND CAPS REINF
PT STRAND IN PC COLS & CAPS
PT BAR IN PC COLS & CAPS
DECK SLAB REINFORCEMENT STEEL (ASTM A
CONC DECK
END BENTS RFC-STAINLESS STEEL (ASTM A 95
END BENTS-CIP CONCRETE
REBAR IN PC DK SEGS
PRE CAST CON DK SEGS
ERECT PC DK SEGS
96" FIB GIRDERS
45" FIB GIRDERS
PT STRAND IN DK SEGS
PT BAR IN DK SEGS
SEG CASTING & ERECTION EQUIP
GROOVING DECK
POT BEARINGS
ELASTOMETRIC BEARING PADS
EXPANSION JOINTS
ACCESS SYSTEM
APPROACH SLABS
TWO BAR METAL RAIL
355MM X 800MM CONC PARAPET
FILTER FABRIC FOR DRAINAGE
SOLAR ARRAY SUPPORT PLATFORM
TELEPHONE COND & INSERTS
POWER & CATV SLEEVES & DUCTBANKS
GRANITE SLOPE PAVING
NAVIGATION LIGHTS
508MM SQ PRESTR CONCRETE PILE (FISH PIER)
1371MM PRESTR CONC CYL PILE (54-IN)(FISH PI
PRECAST CONCRETE COLS & CAPS (FISH PIER)
REBAR IN PC COLS & CAPS (FISH PIER)
DECK SLAB REINFORCING STEEL (ASTM A955)(
CONC DECK (FISH PIER)
AASHTO TYP III GIRDERS (FISH PIER)
D-21
1
1.000
1.000
1.000
2,241.695
13,307.612
1,996,746.032
l 19,356.261
16,758.530
58,979.659
600394
2.000
2.000
2.000
2.000
l 5.000
6,568.140
1,349,437.831
293,225309
243,1 15.079
210,260.141
3,921,069.224
15,678.786
29,212.963
117.709
2,346,175.044
13,401.779
13,401.779
47,270341
1,528.871
33,516314
1,364,682.540
1.000
563,591398
1.000
614.000
570.866
20,418.871
1.000
29,921.260
29,063320
6,748387
1.000
1.000
1.000
2,150.538
1.000
164.042
3,202.100
204.028
50,659.171
248,026.896
710.175
3,602.362
Units Unit Price Bid Total
LS 60,436,536.12 60,436,536.12
LS 10,572,339.84 10,572,339.84
LS
CY 64.73 l 45,104.91
CY 531.78 7,076,721.90
LB 3.13 6,249,815.08
LB 3.13 373,585.09
FT 328.87 5,511,377.76
FT 299.8417,684,460.95
FT 256.84 154,205.19
EA 453,391.04 906,782.08
EA 453,391.04 906,782.08
EA 453,391.04 906,782.08
EA 453,391.04 906,782.08
EA 2,266.63 33,999.45
CY 409.87 2,692,083.54
LB 1.05 1,416,909.72
L.B 3.13 917,795.21
LB 3.02 734,207.53
LB 4.16 874,682.18
LB 3.1312,272,946.67
CY 836.0713,108,562.61
LB 3.13 91,436.57
CY 1,131.00 133,128.87
LB 1.02 2,393,098.54
CY 1,021.97 I 3,696,216.08
CY 435.86 5,841,299.39
FT 4759122,496,427.98
FT 341.85 522,644.55
LB 2.40 80,439.15
LB 3.63 4,953,797.62
LS 2,342,325.57 2,342,325.57
SF 0.42 236,70838
LS 2,070,188.58 2,070,188.58
EA 2,852.81 1,751,62534
FT 2,135.55 1,219,112.88
LB 0.68 13,884.83
LS 43,392.95 43,392.95
FT 322.45 9,648,110.28
FT 10237 2,975,212.06
SF 1.40 9,447.74
LS 5,122.49 5,122.49
LS 234,048.83 234,048.83
LS 133,75036 133,75036
SF 1.40 3,010.75
LS 30,226.07 30,226.07
FT 189.09 31,018.70
FT 360.53 ],154,453.11
CY 549.51 112,115.42
LB 3.13 158,563.20
LB 3.13 776,324.18
CY 836.61 594,139.50
FT 269.93 972,385.�� 15

OS/04/2012 12:02
RBONNER2012 BONNER 2012 REVISION 2(OPT 2)
*** Boris Lenderman BID TOTALS
Biditem
5260
5270
5280
5310
5311
5320
Description
GROOVING DECK (FISH PIER)
POT BEARII�IGS (FISH PIER)
EXPANSION JOINTS (FISH PIER)
TWO BAR METAL RAIL (FISH PIER)
REMOVABLE TRAFFIC BARRIER (FISH PIER)
355MM X 800MM CONC PARAPET (FISH PIER)
uantit
26,881.'720
1.000
114.829
2,424.541
22.966
2,424.541
Bid Total
Units Unit Price
SF 0.42
LS 1,806,710.01
FT 411.96
FT 322.45
FT 295.41
FT 10237
Bid Total
11,29032
1,806,710.01
47,304.95
781,793.24
6,78438
248,200.26
________> $221,508,200.77
16
D-22
2

OS/04/2012 11:59
RBONNER2012 BONNER 2012 REVISION 2(OPT 2)
*** Boris Lenderman BID TOTALS
Biditem Description uantit
CONSTR & REMOVAL OF TEMP ACCESS
REMOVAL OF EXISTING BRIDGE
FOUNDATION EXCAVATION
UNCLASSIFIED STRUCTURE EXCAVATION
CI AA CONCRETE FTGS
STAINLESS STEEL REINFORCEMENT-CIP PILE F
STAINLESS STEEL SPIRAL REBAR-CIP PILE FOO
1371 MM PRESTR CONC CYL PILE (54-IN)
36" Sq. Prestressed Concrete Piles
20" Sq. P/C Conc Piles-End Bents
STATIC AXIAL LD TEST ON 54" CYL PILE
STATIC AXIAL LD TEST ON 36° CYL PILE
LATERAL LD TEST ON 54" CYL PILE
LATERAL LD TEST ON 36" CYL PILE
PRODUCTION DYNAMIC LD TEST ON CYL PILE
PRECAST CONCRETE COLS & CAPS
EPDXY-COAT. COLUMNS AND CAPS REINFORC
STAINLESS STEEL COLUMNS AND CAPS REINF
PT STRAND IN PC COLS & CAPS
PT BAR IN PC COLS & CAPS
DECK SLAB REINFORCEMENT STEEL (ASTM A
CONC DECK
END BENTS RFC-STAINLESS STEEL (ASTM A 95
END BENTS-CIP CONCRETE
REBAR W PC DK SEGS
PRE CAST CON DK SEGS
ERECT PC DK SEGS
96" FIB GIRDERS
45" FIB GIRDERS
PT STRAND IN DK SEGS
PT BAR IN DK SEGS
SEG CASTING & ERECTION EQUIP
GROOVING DECK
POT BEARINGS
ELASTOMETRIC BEARING PADS
EXPANSION JOINTS
ACCESS SYSTEM
APPROACH SLABS
TWO BAR METAL RAIL
355MM X 800MM CONC PARAPET
FILTER FABRIC FOR DRAINAGE
SOLAR ARRAY SUPPORT PLATFORM
TELEPHONE COND & INSERTS
POWER & CATV SLEEVES & DUCTBANKS
GRANITE SLOPE PAVING
NAVIGATION LIGHTS
508MM SQ PRESTR CONCRETE PILE (FISH PIER)
1371MM PRESTR CONC CYL PILE (54-IN)(FISH PI
PRECAST CONCRETE COLS & CAPS (FISH PIER)
REBAR IN PC COLS & CAPS (FISH PIER)
DECK SLAB REINFORCING STEEL (ASTM A955)(
CONC DECK (FISH PIER)
AASHTO TYP III GIRDERS (FISH PIER)
D-23
1
1.000
1.000
1.000
1,714.000
l 0,175.000
905,724.000
54,140.000
5,108.000
17,977.000
183.000
2.000
2.000
2.000
2.000
15.000
5,022.000
612,105.000
133,007.000
110,277.000
95,374.000
1,778,597.000
11,988.000
13,251.000
90.000
1,064,225.000
10,247.000
10,247.000
14,408.000
466.000
15,203.000
619,020.000
1.000
52,414.000
1.000
614.000
174.000
9,262.000
1.000
9,120.000
8,858.500
627.600
1.000
1.000
1.000
200.000
1.000
50.000
976.000
156.000
22,979.000
112,505.000
543.000
1,098.000
Units Unit Price Bid Total
LS 60,436,536.12 60,436,536.12
LS 10,572,339.84 10,572,339.84
LS
M3 84.66 l 45,107.24
M3 695.51 7,076,814.25
KG 6.91 6,258,552.84
KG 6.91 374,107.40
M 1,078.99 5,511,480.92
M 983.7517,684,873.75
M 842.67 154,208.61
EA 453,391.04 906,782.08
EA 453,391.04 906,782.08
EA 453,391.04 906,782.08
EA 453,391.04 906,782.08
EA 2,266.63 33,999.45
M3 536.06 2,692,09332
KG 232 1,420,083.60
KG 6.91 919,07837
KG 6.67 735,547.59
KG 9.19 876,487.06
KG 6.91 12,290,105.27
M3 1,093.48 13,108,638.24
KG 6.91 91,564.41
M3 1,479.21 133,128.90
KG 2.26 2,405,148.50
M3 1,336.61 I 3,696,242.67
M3 570.06 5,841,404.82
M 1,561.40 22,496,651.20
M 1,121.57 522,651.62
KG 531 80,727.93
KG 8.02 4,964,540.40
LS 2,342,325.57 2,342,325.57
M2 4.52 236,911.28
LS 2,070,188.58 2,070,188.58
EA 2,852.81 1,751,62534
M 7,006.42 1,219,117.08
KG 1.51 13,985.62
LS 43,392.95 43,392.95
M 1,057.91 9,648,139.20
M 335.88 2,975,392.98
M2 15.12 9,48931
LS 5,122.49 5,122.49
LS 234,048.83 234,048.83
LS 133,75036 133,75036
M2 15.12 3,024.00
LS 30,226.07 30,226.07
M 62038 31,019.00
M 1,182.84 ] ,154,451.84
M3 718.70 112,1 17.20
KG 6.91 158,784.89
KG 6.91 777,409.55
M3 1,094.19 594,145.17
M 885.60 972,388.� � 17

OS/04/2012 11:59
RBONNER2012 BONNER 2012 REVISION 2(OPT 2)
*** Boris Lenderman BID TOTALS
Biditem
5260
5270
5280
5310
5311
5320
Description
GROOVING DECK (FISH PIER)
POT BEARINC3S (FISH PIER)
EXPANSION JOINTS (FISH PIER)
TWO BAR METAL RAIL (FISH PIER)
REMOVABLE TRAFFIC BARRIER (FISH PIER)
355MM X 800MM CONC PARAPET (FISH PIER)
uantit
2,500.000
1.000
35.000
739.000
7.000
739.000
Bid Total
Units Unit Price
M2 4.56
LS 1,806,710.01
M 1,351.60
M 1,057.91
M 969.20
M 335.89
Bid Total
11,400.00
1,806,710.01
47,306.00
781,795.49
6,784.40
248,222.71
________> $221,568,51736
18
D-24
2

B-2500 Pamlico Bridge Cost Study
S TUDY B ID TOTALS
FOR PAMLICO B RIDGE
S EGMENT
2012 PRICING
(Revision 1 of AECOM Estimate 04/26/12
D-25

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19

OS/04/2012 12:25
RPAMLICO2012 PAMLICO 2012 REVISION 1
* * * Boris Lenderman
Biditem Descriution
2900
3030
3040
3050
3060
4110
4120
4130
4140
4170
4180
4190
4260
4270
4280
4290
4305
d4310
�4350
4360
N
O
CONSTR & REMOVAL OF TEMP ACCESS
] 377 MM PRESTR CONC OYL PILE (54-IN)
AXIAL LD TEST ON 1371MM CYL PILE
LATERAL LOAD TEST ON I371 MM CYL PILE
PRODUCTION DYNAMIC LD TEST ON CYL PILE
PRECAST CONCRETE PILE CAP
EPDXY-COATED PILE CAP REINF. STEEL
PT STRAND IN PC COLS & CAPS
PT BAR IN PC COLS & CAPS
96" FIB (�IRDERS
DECK SLAB REINFORCEMENT STEEL (ASTM A 955)
CONC DECK
GROOVING DECK
BEARING PADS
EXPANSION JOINT SEALS
ACCESS SYSTEM
355MM X 800MM CONC PARAPET
TWO BAR METAL RAIL
TELEPHONE COND & iNSERTS
POWER & CATV SLEEVES & DUCTS
BID TOTALS
Status - Rnd uantit
1.000
56,807.000
2.000
2.000
78.000
15,870.000
2,358,217.000
349,016.000
301,852.000
95,299.000
12,1 O l ,640.000
81,391.000
272,997.000
3,888.000
1,577.000
1.000
47,650.000
47,650.000
23,673.000
23,673.000
Bid Total
Units
LS
M
EA
EA
EA
M3
KG
KG
KG
M
KG
M3
M2
EA
M
LS
M
M
M
M
________>
Unit Price
120,604,879.93
1,035.92
434,802.57
434,802.57
2,173.70
620.24
2.23
6.39
8.79
1,500.11
6.61
1,051.78
5.08
2,729.71
676.24
67,018.46
240.23
797.13
50.72
28.99
Bid Total
120,604,879.93
58,847,507.44
869,605.14
869,605.14
169,548.60
9,843,208.80
5,258,823.91
2,230,212.24
2,653,279.08
142,958,982.89
79,991,840.40
85,605,425.98
1,386,824.76
10,613,112.48
1,066,430.48
67,018.46
11,446,959.50
37,983,244.50
1,200,694.56
686,280.27
$574,353,484.56

B-2500 Pamlico Bridge Cost Study
ESTIMATE RECAP
FOR BONNER
PARALLEL B RID GE -
OPTION 1 2012
(Revision 1 of AECOM Estimate 04/26/12
::

DMJM Harris OS/04/2012 12:15
RBON20120PT1 BONNER 2012 REVISION 1(OPT1)
* * * Boris Lenderman
ESTIMATE RECAP - BID QUANTITIES
DIRECT INDIRECT TOTAL % OF TOTAL
Labor 10,138,285.75 6,557,576.80 16,695,862.55 8.870%
Burden 4,838,285.27 2,202,08330 7,040,368.57 3.741%
Lab+Bur 14,976,571.02 8,759,660.10 23,736,23112 12.611%
Perm Matl 66,990,396.65 66,990,396.65 35.592%
ConstrMtl 12,539,591.51 6,263,409.50 18,803,001.01 9.990%
Co. Equip 12,407,60139 1,788,791.74 14,196,393.13 7.542%
Rented Eq 0.000%
Eqp Oper 8,344,843.07 2,536,195.08 10,881,03815 5.781%
Sub 53,464,729.66 147,649.88 53,612,379.54 28.484%
Total Costs: 168,723,733.20 19,495,706.30 188,219,439.50 100.000%
% of Total 89.642% 10358% 100.000%
Escalation on: Labor
0
100.00 %
Eq Op Exp
0
100.00 %
Markup on Resource Costs
MARKUP TOTALS =__>
Burden Perm Matl Const Matl
0 0 0
100.00 % 100.00 % 100.00 %
Sub
0
100.00 %
* Data Below here is dependent on the Summary Process. *
The Summary Process was last run OS/04/2012 at 12:15 PM
COST + MARKUP ------------------->
There * ARE NOT * closing accounts for this bid.
Rounding difference:
Unbalancing difference:
From Cut&Add Sheet-costs:
From Cut&Add Sheet-markup:
Net Adjustments (to the balanced bid):
BALANCED BID TOTAL
DESIRED BID (if specified)
BID TOTAL (on bid quantities)
BID COSTS (on bid quantities)
MARKUP (on bid quantities)
EXPECTED JOB VALUE (on takeoffquantities):
D-29
1
28,232,915.98
28,232,915.98
Co Eqp Rented Eqp
0 0
100.00 % 100.00 %
Total Escalation
0
100.00 %
15.0000%
15.0000%
(% of costs)
$216,452,355.48
(On Takeoff Quantity)
-Effect on Bid-
4,527.51 Adjusted
(on Bid Quantiry)
(on Bid Quantiry)
$4,527.51 [or desired bid]
$216,452,355.48
$216,456,883.01
$188,219,439.49
$28,237,443.52
$216,456,883.01
15.002%
21

DMJM Harris
RBON20120PT1 BONNER 2012 REVISION 1(OPT1)
* * * Boris Lenderman
EXPECTED COSTS (on takeoffquantities):
EXPECTEDMARKUP (ontakeoffquantities):
Adjust to Bid Quantities = Y
Report Variation = Uses customized report headings
On Takeoff Quantities
Labor Hrs. (MH/MHS) �35,799 182,552 618,351
(incl burden) 14,976,571 8,759,660 23,736,231
Labar (DAY/DAYS) 0 0 0
(incl burden) 0 0 0
Labor (OtherUnits) 0 0 0
(incl burden)
Labor Burden 4,838,285 2,202,083 7,040,368
Spread Indirects on:
Spread Addons&Bond on:
Markup on:
Kev Indicators
Balanced Markup
28,232,915.99
Indirect Cost
19,495,70630
Labor
15.00%
EOE
15.00%
Burden
l 5.00%
Sub
15.00%
/
/
/
/
Total Cost
Total Cost
PermMatl
15.00%
Total Labor
23,736,231.12
Direct Cost
168,723,733.20
$188,219,439.50
$28,237,443.51
OS/04/2012 12:15
15.002%
Spread Markup on: Total Cost
CM CoEqp RentedEqp
15.00% 15.00% 15.00%
= Balanced Markup/Total I.abor
= 118.94%
= Indirect Cost/Direct Cost
= 11.55%
------ ESTIMATE NOTES: ------
Bid Date: Owner:
Engr Firm:
Estimator-In-Charge: Desired Bid (if specified) = 0.00
Notes: ************Estimate created on: 04/05/2012 by User#: 2- John Kovac
Source estimate used: V:\HEAVYBID\EST\PORTJVPLATFO
************Estimate created on: 04/19/2012 by User#: 2- John Kovac
Source estimate used: V:\HEAVYBID\EST\BONNER
************Estimate created on: 04/26/2012 by User#: 2- John Kovac
Source estimate used: V:\HEAVYBID\EST\BONNER2012
22
D-30
2

DMJM Harris
RBON20120PT1
* * * Boris Lenderman
OS/04/2012 12:15
BONNER 2012 REVISION 1(OPT1)
************Estimate created on: 05/03/2012 by User#: 4- Boris Lenderman
Source estimate used: V:\HEAVYBID\EST\RBONNER2012
L,ast Summary on OS/04/2012 at 12:15 PM.
Last Spread on OS/04/2012 at 12:15 PM.
23
D-31
3

B-2500 Pamlico Bridge Cost Study
ESTIMATE RECAP
FOR BONNER
PARALLEL B RID GE -
OPTION 2 2012
(Revision 2 of AECOM Estimate 04/26/12
D-32

DMJM Harris OS/04/2012 12:03
RBONNER2012 BONNER 2012 REVISION 2(OPT 2)
* * * Boris Lenderman
ESTIMATE RECAP - BID QUANTITIES
DIRECT INDIRECT TOTAL % OF TOTAL
Labor 10,400,776.45 6,557,576.80 16,958,353.25 8.802%
Burden 4,958,855.13 2,202,08330 7,160,938.43 3.717%
Lab+Bur 15,359,631.58 8,759,660.10 24,ll9,291.68 12.519%
Perm Matl 70,471,099.09 70,471,099.09 36.577%
ConstrMtl 12,588,925.48 6,263,409.50 18,852,334.98 9.785%
Co. Equip 12,636,091.17 1,788,791.74 14,424,882.91 7.487%
Rented Eq 0.000%
Eqp Oper 8,541,832.16 2,536,195.08 11,078,027.24 5.750%
Sub 53,570,550.63 147,649.88 53,718,200.51 27.882%
Total Costs: 173,168,130.01 19,495,706.30 192,663,83631 100.000%
% of Total 89.881 % 10119% 100.000%
Escalation on: Labor
0
100.00 %
Eq Op Exp
0
100.00 %
Markup on Resource Costs
MARKUP TOTALS =__>
Burden Perm Matl Const Matl
0 0 0
100.00 % 100.00 % 100.00 %
Sub
0
100.00 %
* Data Below here is dependent on the Summary Process. *
The Summary Process was last run OS/04/2012 at 11:59 AM
COST + MARKUP ------------------->
There * ARE NOT * closing accounts for this bid.
Rounding difference:
Unbalancing difference:
From Cut&Add Sheet-costs:
From Cut&Add Sheet-markup:
Net Adjustments (to the balanced bid):
BALANCED BID TOTAL
DESIRED BID (if specified)
BID TOTAL (on bid quantities)
BID COSTS (on bid quantities)
MARKUP (on bid quantities)
EXPECTED JOB VALUE (on takeoffquantities):
D-33
1
28,899,575.51
28,899,575.51
Co Eqp Rented Eqp
0 0
100.00 % 100.00 %
Total Escalation
0
100.00 %
15.0000%
15.0000%
(% of costs)
$221,563,411.82
(On Takeoff Quantity)
-Effect on Bid-
5,105.52 Adjusted
(on Bid Quantiry)
(on Bid Quantiry)
$5,105.52 [or desired bid]
$221,563,411.84
$221,568,51736
$192,663,83633
$28,904,681.03 15.002%
$221,568,S1736
24

DMJM Harris
RBONNER2012 BONNER 2012 REVISION 2(OPT 2)
* * * Boris Lenderman
EXPECTED COSTS (on takeoffquantities):
EXPECTEDMARKUP (ontakeoffquantities):
Adjust to Bid Quantities = Y
Report Variation = Uses customized report headings
On Takeoff Quantities
Labor Hrs. (MH/MHS) a4�,4i� 182,552 629,969
(incl burden) 15,359,631 8,759,660 24,119,291
Labar (DAY/DAYS) 0 0 0
(incl burden) 0 0 0
Labor (OtherUnits) 0 0 0
(incl burden)
Labor Burden 4,958,855 2,202,083 7,160,938
Spread Indirects on:
Spread Addons&Bond on:
Markup on:
Kev Indicators
Balanced Markup
28,899,575.51
Indirect Cost
19,495,70630
Labor
15.00%
EOE
15.00%
Burden
l 5.00%
Sub
15.00%
/
/
/
/
Total Cost
Total Cost
PermMatl
15.00%
Total Labor
24,119,291.68
Direct Cost
173,168,130.01
CM
l 5.00%
$192,663,836.31
$28,904,681.05
Spread Markup on:
CoEqp
15.00%
OS/04/2012 12:03
15.002%
Total Cost
RentedEqp
15.00%
= Balanced Markup/Total I.abor
= 119.82%
= Indirect Cost/Direct Cost
= 11.26%
------ ESTIMATE NOTES: ------
Bid Date: Owner:
Engr Firm:
Estimator-In-Charge: Desired Bid (if specified) = 0.00
Notes: ************Estimate created on: 04/05/2012 by User#: 2- John Kovac
Source estimate used: V:\HEAVYBID\EST\PORTJVPLATFO
************Estimate created on: 04/19/2012 by User#: 2- John Kovac
Source estimate used: V:\HEAVYBID\EST\BONNER
************Estimate created on: 04/26/2012 by User#: 2- John Kovac
Source estimate used: V:\HEAVYBID\EST\BONNER2012
Last Summary on OS/04/2012 at 11:59 AM.
25
D-34
2

DMJM Harris OS/04/2012 12:03
RBONNER2012 BONNER 2012 REVISION 2(OPT 2)
* * * Boris Lenderman
Last Spread on OS/04/2012 at 11:59 AM.
26
D-35
3

B-2500 Pamlico Bridge Cost Study
ES TIMATE RECAP
FOR PAMLICO B RIDGE
S EGMENT 2012
(Revision 1 of AECOM Estimate 04/26/12
D-36

DMJM Harris OS/04/2012 12:24
RPAMLICO2012 PAMLICO 2012 REVISION 1
* * * Boris Lenderman
ESTIMATE RECAP - BID QUANTITIES
DIRECT INDIRECT TOTAL % OF TOTAL
Labor 39,310,919.28 8,221,391.00 47,532,310.28 9.517%
Burden 17,808,259.54 2,796,517.42 20,604,776.96 4125%
Lab+Bur 57,119,178.82 11,017,908.42 68,137,087.24 13.642%
Perm Matl 258,981,724.12 258,981,724.12 51.852%
ConstrMtl 16,234,165.16 10,218,796.07 26,452,961.23 5.296%
Co. Equip 58,759,89633 4,572,575.40 63,332,471.73 12.680%
Rented Eq 0.000%
Eqp Oper 31,913,935.69 5,303,032.05 37,216,967.74 7.451%
Sub 45,103,35638 236,239.00 45,339,595.38 9.078%
Total Costs: 468,112,256.48 31,348,550.94 499,460,807.42 99.999%
% of Total 93.724% 6.276% 100.000%
Escalation on: Labor
0
100.00 %
Eq Op Exp
0
100.00 %
Markup on Resource Costs
MARKUP TOTALS =__>
Burden Perm Matl Const Matl
0 0 0
100.00 % 100.00 % 100.00 %
Sub
0
100.00 %
* Data Below here is dependent on the Summary Process. *
The Summary Process was last run OS/04/2012 at 12:24 PM
COST + MARKUP ------------------->
There * ARE NOT * closing accounts for this bid.
Rounding difference:
Unbalancing difference:
From Cut&Add Sheet-costs:
From Cut&Add Sheet-markup:
Net Adjustments (to the balanced bid):
BALANCED BID TOTAL
DESIRED BID (if specified)
BID TOTAL (on bid quantities)
BID COSTS (on bid quantities)
MARKUP (on bid quantities)
EXPECTED JOB VALUE (on takeoffquantities):
D-37
1
74,919,121.13
74,919,12 L 13
$574,379,928.55
(On Takeoff Quantity)
-26,444.01
Co Eqp Rented Eqp
0 0
100.00 % 100.00 %
Total Escalation
0
100.00 %
15.0000%
15.0000%
(% of costs)
-Effect on Bid-
Adjusted
(on Bid Quantiry)
(on Bid Quantiry)
-$26,444.01 [or desired bid]
$574,379,928.57
$574,353,484.56
$499,460,807.44
$74,892,677.12 14.994%
$574,353,484.56
27

DMJM Harris
RPAMLICO2012 PAMLICO 2012 REVISION 1
* * * Boris Lenderman
EXPECTED COSTS (on takeoffquantities):
EXPECTEDMARKUP (ontakeoffquantities):
Adjust to Bid Quantities = Y
Report Variation = Uses customized report headings
On Takeoff Quantities
Labor Hrs. (MH/MHS) '�732�984 232,170 1,965,154
(inclburden) 57,119,178 11,017,908 68,137,087
Labar (DAY/DAYS) 0 0 0
(incl burden) 0 0 0
Labar (OtherUnits) 0 0 0
(incl burden)
Labar Burden 17,808,259 2,796,517 20,604,776
Spread Indirects on: Total Cost
Spread Addons&Bond on: Total Cost
Markup on: Labor Burden PermMatl
15.00% 15.00% 15.00%
EOE Sub
15.00% 15.00%
Kev Indicators
Balanced Markup
74,919,121.13
Indirect Cost
31,348,550.94
/
/
/
/
Total Labor
68,137,087.24
Direct Cost
468,112,256.48
CM
l 5.00%
$499,460,807.42
$74,892,67714
OS/04/2012 12:24
14.994%
Spread Markup on: Total Cost
CoEqp RentedEqp
15.00% 15.00%
= Balanced Markup/Total I.abor
= 109.95%
= Indirect Cost/Direct Cost
= 6.70%
------ ESTIMATE NOTES: ------
Bid Date: Owner:
Engr Firm:
Estimator-In-Charge: Desired Bid (if specified) = 0.00
Notes: ************Estimate created on: 04/05/2012 by User#: 2- John Kovac
Source estimate used: V:\HEAVYBID\EST\PORTJVPLATFO
************Estimate created on: 04/18/2012 by User#: 2- John Kovac
Source estimate used: V:\HEAVYBID\EST\BONNER
************Estimate created on: 04/19/2012 by User#: 2- John Kovac
Source estimate used: V:\HEAVYBID\EST\PAMLICO
2$
D-38
2

DMJM Harris OS/04/2012 12:24
RPAMLICO2012 PAMLICO 2012 REVISION 1
* * * Boris Lenderman
************Estimate created on: 04/26/2012 by User#: 2- John Kovac
Source estimate used: V:\HEAVYBID\EST\PAMLICO2012
L,ast Summary on OS/04/2012 at 12:24 PM.
Last Spread on OS/04/2012 at 12:24 PM.
29
D-39
3

B-2500 Pamlico Bridge Cost Study
APPEND I� A :
S UPPORTING DATA
FOR TAS K 2
D-40

B-2500 Pamlico Bridge Cost Study
BONNER PARALLEL
BRIDGE COST REPORT -
OPTION 1
(Revision 1 of AECOM Estimate 04/26/12
D-41

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Quantity
Pcs Unit
BIDITEM = 2900
Description = CONSTR & RI;MOVAL OF TEMP ACCI:SS
Cost Report
Unit
Cost
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Unit= LS TakeoffQuan: 1.000 F,ngr Quan: 1.000
100 Install & remove trestle for 250t Marine Quan: 6,000.00 LF Hrs/Shft: 10.00 Cal: 510 WC: NONE
1400m req + 20 fingers x 20m = 1800m or 60001f
Buy a total of 2336' = 73# section x 32' as GLF have 73# available.
From info from K. Latham broker assume wt/lf = 10291bs @$0.50 =$515/lf
Assume 24"dia x 1/2" wall pipe piles x 60'= 1261b/lf x$0.50 =$63/lf.
Pipe pile cost/lf 2# x 60'x $63/lf =$7560/16'=$472.5/lf or 14#x23# x60 = 193201f say
200001f
Assume 12" x 12" oak decking @$10/sf x 35' _$350/lf
Trestle & dk cost/lf =$865/lf x 2336 lf =$2020640 salvage @ SOo say lm.
Alternatively use GLF trestle from Wilmington $2,100,000 x SOo =$1,O50M.
� Erect & remove - figure trestle at piers assume 23# x 96'= 2304'.
i Assume that av of 4# 24" d pipe piles @16'cc are driven for 1 x 32'section & 32'of
Ntrestle can be installed and removed in two days i.e 161f /day I& R
Haul say 10001bs /lf x 2336 23360001bs/44000 = 53 lds x$1000 =$53,000.
PILE Pile Crew Sheet 3,750.00 CH Prod: 16.0000 US Lab Pcs:
3PIPEP�LE 24" pipe pilE@107% 52,08333 LF 63.000
3SALVAGE Salvage pipe pile@107% 52,083.33 LF -20.000
3SUPPLIES Welding/slings/mi@107% 375.00 DAY 500.000
3TRESTLE Trestle@l07% 6,000.00 LF 450.000
4HAUL Haul Carolina to@] O1% 138.02 TRIP 1,169.500
84308R American 7260 100T 1.00 3,750.00 HR 163.010
8491 OC 400 Amp Welder 1.00 3,750.00 HR 1].250
85130C Pump 10 in Cent 350 1.00 3,750.00 HR 35.870
85610C lce 4l6 Vibro 65T 1.00 3,750.00 HR 109.6] 0
85655C Delmag D30-32 & LEAD 1.00 3,750.00 HR 82.960
OPO4 Operator, Crane 91T 1.00 3,750.00 MH 28.000 ] 59,552
OP12 Oiler 1.00 3,750.00 MH 14.000 85,401
PDO1 Piledriver Foreman 1.00 3,750.00 MH 23.000 136,589
PD02 PiledriverJourneyinan 3.00 ll,250.00 MH 21.000 377,071
$7,917,745.77 3.7500 MH/LF 22,500.0000 MH [ 88 ] 758,613
0.6250 Hr/Unit 375.0000 Shifts 3.7500 MH/Unit 126.44
104 S,I & R timber mats@ N& S ends Quan: 50,000.00 SF Hrs/Shft: 10.00
No salvage allowed as it is likely that mats will be damaged or buried. assume 395m @ N&
329m @ s = 724m
724m x 10m- 7240m2 or 80000sf
AOP1 45 Ton RT w/Operator 320.00 CH Prod: 250.0000 UH Lab Pcs:
D
�
Page 1
OS/04/2012 1221
Total
6.00 Eqp Pcs: 5.00
3,510,937 3,510,937
1,1 14,583 -1,ll4,583
200,625 200,625
2,889,000 2,889,000
163,029 163,029
314,288 297,000 611,288
7,125 35,063 42,188
52,950 81,563 134,513
153,225 257,813 411,038
] 78,538 132,563 31 ],] 00
159,552
85,401
136,589
377,071
5,485,979 706,125 804,000 163,029 7,917,746
914.33 117.69 134.00 27.17 1,319.62
Cal: 510 WC: NONE
4.00 Eqp Pcs: 2.00

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
BID [TEM = 2900
Description = CONSTR & REMOVAL OF TEMP ACCESS Unit = LS
3TTMBER M Timber mats 5'@l07% 80,000.00 SF ] 0.000
8321 OC Cat D6H(] 70 Hp) 1.00 320.00 HR ] 08.280
845]SR 45 Ton R.T. (RT745) 1.00 320.00 HR 100.610
LA02 Laborer,Slcilled 2.00 640.00 MH 14.500
OP02 Operator,Crane<50 T 2.00 640.00 MH 26.000
$963,703.55 0.0160 MH/SF 1,280.0000 MH [ 0.356 ]
0.0040 Hr/Unit 32.0000 Shifts 0.0]60 MH/Unit
230001 Mob/Demob Dredge Quan: 1.00 LS
4DREDGINGM Mob & dcmob dredg@101 1.00 LS 175,425.000
$]77,179.25 [ ]
d
i
� 230002 Dredge and Dispose Quan: 1.00 CY
Assume cost to keep Oregon Inlet open is $8m /yr x 3 yrs =$24m as a check cost
4DRF.DGING Mob and demob@l01% 300,000.00 M3 87.710
$26,576,130.00 [ ]
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
TakeoffQuan: 1.000 Engr Quan: 1.000
856,000
15,674 ] 8,976
13,859 18,336
241 Select fill & minor excav Quan: 25,000.00 CY
assume same area as timber mats 724 m x lOm =7240m2
7240 x 1 m= 7240m3 or 15000tonne of agregate
F.XCV Excavate w/Backhoe 500.00 CH Prod: 500.0000 US
2B0050.20 #5 (1-U2)@]07% 15,000.00 TON 20.000
804480 D-6 DOZER 140 HP 1.00 500.00 HR 96.000
804560 LOADER 3-CY 130 1.00 500.00 HR 52.860
83165C Dump Truck 12 CY 1.00 500.00 HR 80.600
84225C Cat CS563 7' Vib Rolle 1.00 500.00 HR 59.790
LA01 Laborer Foreman 1.00 500.00 MH 16.500
LA02 Laborer,Skilled 1.00 500.00 MH 14.500
LA03 Labarer, unskilled 1.00 500.00 MH 13.000
OP08 Operator, Backlioe 2.00 1,000.00 MH 23.000
$537,653.43 0.1000 MH/CY 2,500.0000 MH [ 1.98 ]
0.0200 Hr/Unit 50.0000 Shifts 0.1000 MH/Unit
2900 Marine equip & crew for all opper Marine Quan: 1.00 LS
D
N
15,436
25,422
40,859 856,000 29,533 37,312
0.51 10.70 0.37 0.47
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Hrs/Shft: 10.00 Cal: Sl0 WC: NONE
Page 2
OS/04/2012 1221
Total
856,000
34,650
32,195
15,436
25,422
963,704
] 2.05
177,179 177,179
177,179 177,] 79
177,] 79.25 177,179.25
26,576,130 26,576,] 30
26,576,130 26,576,130
26,576,130.00 26,576,130.00
Lab Pcs: 5.00 Eqp Pcs: 4.00
32 ] ,000
22,]25 25,875
] 0,155 l 6,275
9,275 31,025
11,695 18,200
13,516
l 2,060
10,967
35,485
72,028 321,000 53,250 91,375
2.88 12.84 2.13 3.66
Hrs/Shft: 10.00 Cal: 510 WC: NONE
321,000
48,000
26,430
40,300
29,895
13,516
12,060
10,967
35,485
537,653
21.51

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
BID [TEM = 2900
Description = CONSTR & REMOVAL OF TEMP ACCESS Unit = LS
Assume access stn 277 - 281 = 395m is road & mats
Stn 281 - 295 = 1400m is trestle with fingers
Stn 295 -318 is dredged & marine wk.
Stn 318 - 321 = 329m is road & mats
803260 —> Carpenter barge 32'xl 9,000.00 HR 5].150
803340 =_> BARGE 140x45x8-6 18,000.00 HR 102.130
803370 => BARGE 150x52x9-3 15,200.00 HR l 16.610
803440 =_> BARGF, 250x72x16 3,000.00 HR 385.070
803460 => 12000 LB WINCH 12 18,000.00 HR 9.680
803480 =_> 50000 LB WINCH G 15,200.00 HR 15.550
803500 => 70000 LB WINCH R 3,000.00 HR 26.130
803560 => SEADOZER I 550 H 15,800.00 HR ] 24.050
803620 SKIFF 18' 30,000.00 HR 2.000
d 803680 OUTBOARD MOTOR 25 30,000.00 HR 9.000
�P 803700 OUTBOARD MOTOR ] 50 9,000.00 HR 21.000
`P L205 =_> Captain 15,800.00 MH 28.200
L215 => Deck Hand 31,600.00 MH 2l .630
$]0,472,596.14 47,400.0000 MWLS 47,400.0000 MH [ 1241974.8 ]
47,400.0000 MH/Unit
910001 Mobilize Equipment Marine Quan: 1.00 LS
4HAUL.01 HAUL Carolina@l O1 % ].00 LS 584,750.000
$590,597.50 [ ]
_____> Item Totals: 2900 - CONSTR & REMOVAL OF TEMP ACCESS
$47,235,605.64 73,680.0000 MH/LS 73,680.00 MH [ 1847986.8 ]
47,235,605.640 1 LS
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
TakeoffQuan: 1.000 Engr Quan: 1.000
378,000 82,350
1,521,155 445,869
1,355,232 417,240
892,765 343,310
97,740 76,500
146,680 89,680
51,840 26,550
605,] 40 1,354,850
60,000
27Q000
189,000
787,309
1,281,387
2,068,696 5,567,552 2,836,349
2,068,695.64 5,567,552.00 2,836,348.50
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Page 3
OS/04/2012 1221
Total
460,350
1,967,024
1,772,472
1,236,075
174,240
236,360
78,390
1,959,990
60,000
270,000
189,000
787,309
1,281,387
10,472,596
] 0,472,596.14
590,598 590,598
590,598 590,598
590,597.50 590,597.50
2,940,196 32],000 6,341,979 6,356,460 3,769,036 27,506,935 47,235,606
2,940,196.04 321,000.00 6,341,979.02 6,356,459.80 3,769,035.50 27,506,935.28 47,235,605.64
BIDITEM = 2910
Description = REMOVAL OF EXISTING BRIDGE Unit = LS TakeoffQuan:
Assume length 4.25km x llm =46,750M2-THIS ORIGINAL ASSUMPTION
AS MEASURED IN 2012 VIA ON SCREEN TAKEOFF:
D
W
1.000 Engr Quan: 1.000

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Page 4
OS/04/2012 1221
Total
BID [TEM = 2910
Description = REMOVAL OF EXISTING BRIDGE Unit = LS TakeoffQuan: 1.000 Engr Quan: 1.000
**THE TOTAL LENGTH OF THE EXISTING BRIDGE IS 12,952 LF; THE EXISTING BRIDGE WIDTH VARIES.
1. FOR W= 40'-O" (SOUTH APPROACH W/ CATWALK) L= 1,230 LF.
A= 1,230 X 40 = 49,200 SF.
2. FOR W= 33'-6" (MIDDLE PORTION) L= 10,423 LF.
A= 10,423 X 33.5 = 349,171 SF.
3. FOR W= 40'-10" (NORTH APPROACH)L = 1,299 LF.
A= 1,299 X 40.83 = 53,043 SF.
TOTAL AREA =(49,200 + 349,171 + 53,043) = 451,414 SF X 0.0929 = 41,937 M2.
HOWEVER, WE DO NOT KNOW WHAT PREVIOUS ASSUMPTIONS WERE MADE IN DETERMINING THE AVG WIDTH FOR THE BID QUANTITY TO ACCOUNT FOR PROTRUDING PILE
CAPS, ETC....THEREFORE, WE HAVE LEFT THE QUANTITY UNCHANGED.
C� FOR OPT-1 1200 LF OF EXISTING BRIDGE STRUCTURE SHOULD BE RETAINED AND USED FOR A FISHING PIER.
rP 12001f*0.3048=366 m
� Demoliton will be (4250 m-366m)*11 m=42,724 m2
Assume catwalk demo is included in bridge demolition.
2910 Removal of existing Brige Marine Quan: 42,724.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
Assume length 4.25km x llm =46750M2-THIS IS ORIGINAL ASSUMPTION
MEASURED BY ON SCREEN TAKEOFF:
**THE TOTAL LENGTH OF THE EXISTING BRIDGE IS 12,952 LF; THE EXISTING BRIDGE WIDTH VARIES.
1. FOR W= 40'-0" (SOUTH APPROACH W/ CATWALK) L= 1,230 LF. A= 1,230 X 40 = 49,200 SF.
2. FOR W= 33'-6" (MIDDLE PORTION) L= 10,423 LF. A= 10,423 X 33.5 = 349,171 SF.
3. FOR W= 40'-10" (NORTH APPROACH)L = 1,299 LF. A= 1,299 X 40.83 = 53,043 SF.
TOTAL AREA =(49,200 + 349,171 + 53,043) = 451,414 SF X 0.0929 = 41,937 M2.
HOWEVER, WE DO NOT KNOW WHAT PREVIOUS ASSUMPTIONS WERE MADE IN DETERMINING THE AVG WIDTH FOR THE BID QUANTITY TO ACCOUNT FOR PROTRUDING PILE
CAPS, ETC....THEREFORE, WE HAVE LEFT THE QUANTITY UNCHANGED.
FOR OPT-1 1200 LF OF EXISTING BRIDGE STRUCTURE SHOULD BE RETAINED AND USED FOR A FISHING PIER.
12001f*0.3048=366 m
Demoliton will be (4250 m-366m)"11 m=42,724 m2
Assume catwalk demo is included in bridge demolition.
4DEM0 Demolition Sub@101% 42,724.00 M2 175.000 7,551,467 7,551,467
$7,SS1,467.00 [ ] 7,551,467 7,551,467
�

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 2910
Description = REMOVAL OF EXISTING BRIDGE Unit = LS TakeoffQuan: 1.000 Engr Quan: 1.000
176.75
BIDITEM = 2970
Description= FOiJNDAT[ONEXCAVATION Unit= LS TakeoffQuan: 1.000 EngrQuan: 1.000
There are no activities in this biditem.
BID TTEM = 2980
Description= iJNCLASSIFIEDSTRUCTUREEXCAVATION Unit= M3 TakeoffQuan: ],7]4.000 F,ngrQuan: 1,714.000
d
i
� 241 Excav & backtill ftgs incl 6" ston Marin Quan: 1,714.00 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
F,XCV Excavate wBackhoe 371.96 CH Prod: 37.1962 S Lab Pcs: 5.00 Eqp Pcs: 5.00
2BOOSO.lS #5 (1-1/2)@107% 141.72 TON 20.000 3,033
804180 3" DIAPHRAGM 8 H 1.00 37l .96 HR 2.340 870
804300 3-6 KW GENERATOR 1.00 371.96 HR 3.240 331 874
804460 BACKHOF. 2 CY 250 1.00 37l .96 HR 74.260 13,735 15,820
804560 LOADF,R 3-CY 130 l.00 371.96 HR 52.860 7,555 12,107
84215C BW60S 30" Smooth 1.00 371.96 HR 14.8]0 3,184 2,325
LA01 Laborer Fareman 1.00 371.96 MH 16.500 10,055
LA02 Laborer,Skilled 1.00 371.96 MH 14.500 8,971
LA03 Laborer, unskilled 1.00 371.96 MH 13.000 8,159
OP08 Operator, Backhoe 2.00 743.92 MH 23.000 26,398
$113,417.48 1.0850 MH/M3 1,859.8000 MH [ 21.484 ] 53,583 3,033 25,675 31,127
0.2170 Hr/Unit 37.1960 Shifts * 1.0851 MH/Unit 3 L26 1.77 14.98 18.16
_____> Item Totals: 2980 - UNCLA55IFIED STRUCTURE EXCAVATION
$] 13,417.48 1.0850 MH/M3 1,859.80 MH [ 21.484 ] 53,583 3,033 25,675 31,] 27
66.171 1774 M3 31.26 1.77 1498 18.16
Page 5
OS/04/2012 1221
Total
176.75
3,033
870
1,205
29,555
19,662
5,509
10,055
8,971
8,159
26,398
113,417
66.17
l 13,417
66.17
BID ITEM = 2990
Description = CI AA CONCRETE FTGS Unit = M3 Takeoff Quan: ] 0,175.000 Engr Quan: 10,175.000
Assume the following: The bottom of the form will be the pile driving template secured with a few temporary pipe piles. Side forms will be
D
cn

DMJM Harris Page 6
RBON20120PT1 BONNER 2012 REVISION 1(OPTI) OS/04/2012 1221
Baris Lenderman Cost Report
Activity Description Quantity Unit Perm Constr Equipment Equipment Sub-
Resource Pcs Unit Cost Labor Material Matl/Exp Ownership Operation Contract Total
BID [TEM = 2990
Description = Ci AA CONCRETE FTGS Unit= M3 TakeoffQuan: ] 0,175.000 Engr Quan: 10,175.000
reusable. Seal bottom holes with hydraulic cement and tremie seal, then pump out. Tie rebar and cast footing. Pull pipes, strip sides,
sacrifice bottom and move to next.
FOOTING SIZES FOR CIP FOOTINGS FORMWORK CALCULATIONS
BENT ## L W H BOTTOM AREA, M2 SIDE FORMS, M2 NOTE
6 24 42 10 94 123 BUY 2 SETS
7 24 42 10 94 123 BUY 2 SETS
8 24 42 10 94 123
9 24 42 10 94 123
10 24 42 10 94 123
11 24 42 10 94 123
12 24 42 10 94 123
d 13 24 42 10 94 123
V 14 24 42 10 94 123
15 24 42 10 94 123
16 24 42 10 94 123
17 24 42 10 94 123
18 33 42 10 129 139 BUY 2 SETS
19 33 42 10 129 139 BUY 2 SETS
20 33 42 10 129 139
21 33 42 10 129 139
22 33 51 10 156 156 BUY 2 SETS
23 33 51 10 156 156 BUY 2 SETS
24 33 51 10 156 156
25 33 51 10 156 156
26 33 51 10 156 156
27 33 51 10 156 156
28 33 42 10 129 139
29 33 42 10 129 139
30 15 24 10 33 72 BUY 2 SETS
31 15 24 10 33 72 BUY 2 SETS
32 15 24 10 33 72
33 15 24 10 33 72
34 15 24 10 33 72
35 15 24 10 33 72
36 15 24 10 33 72
37 15 24 10 33 72
38 15 24 10 33 72
39 15 24 10 33 72
40 15 24 10 33 72
•

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Pcs
BID [TEM = 2990
Description = Ci AA CONCRETE FTGS
41 15 24 10 33 72
42 15 24 10 33 72
43 15 24 10 33 72
44 15 24 10 33 72
TOTAL AREA, M2 3,336 4,331
BUY SIDE FORMS(2 SETS EACH) 981
Quantity
Unit
Cost Report
Unit
Cost
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Unit= M3 TakeoffQuan: ]0,175.000 EngrQuan: 10,175.000
500 I& R template, piles and formst Marine Quan: 39.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
�Assume av template made of 12BP53 62' x 50'with brackets for 6# 24" dia pipe piles, make
�4#
Steel (4 x 2 x(70'+ 30')x 531bs/lf = 21t
Pipe piles 6# x.5"th x 24"d x 50'x 1261bs/lf = 20T
Soffit supports 12BP53 4x40# x 50'x 531bs/lf = 212t
Soffit supports @ piles C12x27 4# x6# x 2x10'x27 = 6T
Total steel 21t + 20t + 212t + 6t = 259t x$1000/t x Oo salvage =$259K.
Assume 11/2"dia coil rod from chanels to soffit support beams 12# x 10'x 61b/lf = 7201bs x
$1.0/lb = $720 x 2 = $1.SK
Buy 3.5" PCPS conc soffit panels for all ftgs 3,336 M2
PILEA Pile Crew Small 3,900.00 CH Prod: 10.0000 SU Lab Pcs: 6.00 Eqp Pcs: 6.00
2PCPSSLABS PC SIP 3.5" dk sl@107% 3,336.00 M2 96.840 345,672
3STEF.L Steel supports bu@107% 191.32 TON 1,300.000 266,126
804025 Pile/Drill template 1.00 3,900.00 HR 12.000 46,800
804030 Pile Driving Jig 1.00 3,900.00 HR 7.000 27,300
804240 3 stage jet pump 250 1.00 3,900.00 HR 22.120 27,963 58,305
84308R American 7260 100T 1.00 3,900.00 HR 163.O10 326,859 308,880
84910C 400 Amp Welder ].00 3,900.00 HR 11.250 7,410 36,465
85655C Delmag D30-32 & LEAD l.00 3,900.00 HR 82.960 185,679 137,865
OPO4 Operator, Crane 91T 1.00 3,900.00 MH 28.000 165,934
OP12 Oiler 1.00 3,900.00 MH 14.000 88,817
PDO] Piledriver Foreman 1.00 3,900.00 MH 23.000 142,053
PD02 Piledriver Journeyman 3.00 11,700.00 MH 21.000 392,154
$2,564,282.20 600.0000 MH/EA 23,400.0000 MH [ 14080 ] 788,958 345,672 266,126 622,011 541,515
100.0000 Hr/Unit 390.0000 Shifts 600.0000 MH/Unit 20,229.69 8,863.39 6,823.75 15,949.00 13,885.00
D
�
Page 7
OS/04/2012 1221
Total
345,672
266,126
46,800
27,300
86,268
635,739
43,875
323,544
165,934
88,817
142,053
392,154
2,564,282
65,750.83

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
B�D ITEM = 2990
Description = Ci AA CONCRF,TF. FTGS
Pcs
Quantity
Unit
Cost Report
Unit
Cost
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Unit= M3 Takeot�fQuan: 10,175.000 6n� Quan: 10,175.000
501 Form fitg sides marine Quan: 4,331.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
F&5006 6 man Form & Strip Crew 1,443.66 CH Prod: 0.5000 UM Lab Pcs: 6.00 Eqp Pcs: 3.00
3FMFW Metal Wall Forms@107% 98].00 SF 335.000 351,639
84308R American 7260 100T 1.00 1,443.67 HR 163.O10 ] 20,994 114,339
84700C 185 CFM Compressor 1.00 1,443.67 HR 18.520 5,515 21,222
85005C 20 KW GENERATOR 1.00 1,443.67 HR 15.450 5,342 16,963
CA01 Carpenter Foreman 1.00 1,443.67 MH 23.000 53,146
CA02 Carpenter Journeyman 2.00 2,887.33 MH 21.000 97,803
LA02 Laborer,Skilled 2.00 2,887.33 MH 14.500 69,641
OP02 Operator,Crane<50 T 1.00 1,443.67 MH 26.000 57,346
�$913,949.65 2.0000 MH/M2 8,662.0000 MH [ 44 ] 277,936 351,639 131,850 152,524
i 0.3333 Hr/Unit 144.3660 Shifts 2.0000 MH/Unit 64.17 81.19 30.44 3522
�P
�
503 Assist rebar sub hi scour ftgs Marine Quan: 11.63 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
F&5006 6 man Form 8r Snip Crew 332.] 1 CH Prod: 33.2113 S Lab Pcs: 6.00 Eqp Pcs: 3.00
84308R American 7260 100T 1.00 332.11 HR 163.010 27,834 26,303
84700C 185 CFM Compressor 1.00 332.11 HR 18.520 1,269 4,882
85005C 20 KW GENERATOR 1.00 332.1 l HR ] 5.450 1,229 3,902
CA01 Carpenter Foreman 1.00 332.11 MH 23.000 12,226
CA02 Carpenter Journeyman 2.00 664.23 MH 21.000 22,500
LA02 Laborer,Skilled 2.00 664.23 MH 14.500 16,021
OP02 Operator,Crane<50T 1.00 332.11 MH 26.000 13,192
$129,357.71 171.3396 MH/LS ],992.6800 MH [ 3769.468 ] 63,939 30,332 35,087
28.5563 Hr/Unit 332110 Shifts * 171.3396 MH/Unit 5,497.74 2,608.05 3,016.97
504 Pour concrete hi scour ftgs Quan: 10,175.00 CY Hrs/Shft: 10.00 Cal: 510 WC: NONE
CNCOS CONC CREW W/3900 203.49 CH Prod: 5.0001 UM Lab Pcs: 10.00 Eqp Pcs: 16.00
2CFL002 Cl-AA Concreta 42@107% 10,48025 M3 ] 57.200 1,762,820
84335R 3900 Manitowoc 110 2.00 406.99 HR 156.470 33,849 29,832
85000C 5 KW GENERATOR 1.00 203.50 HR 4.550 224 702
85320C Concr bucket 1.-5-3 C 6.00 1,220.98 HR 12.090 10,061 4,701
85340R Pump Truck 1.00 203.50 HR 111.450 7,814 14,866
85360C Hi-CycleConcreteVibr 6.00 1,220.98 HR 1.410 1,233 488
CM02 Concrete Finisher Journeym 1.00 203.50 MH 18.250 6,020
LA01 Laborer Foreman 1.00 203.50 MH 16.500 5,501
'
Page 8
OS/04/2012 1221
Total
351,639
235,333
26,737
22,305
53,146
97,803
69,641
57,346
913,950
211.03
54,137
6,151
5,131
12,226
22,500
16,021
13,192
129,358
l 1.122.76
1,762,820
63,682
926
14,762
22,680
1,722
6,020
5,501

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
BID [TEM = 2990
Description = Ci AA CONCRETE FTGS Unit = M3
LA02 Labarer,Skilled 2.00 406.99 MH 14.500
LA03 Labarer, unskilled 2.00 406.99 MH 13.000
OPO4 Operator, Crane 91T 2.00 406.99 MH 28.000
OP12 Oiler 2.00 406.99 MH 14.000
$1,923,44022 0.1999 MH/CY 2,034.9600 MH [ 3.822 ]
0.0200 Hr/Unit 20.3490 Shifts 02000 MH/Unit
_____> Item Totals: 2990 - CI AA CONCRETE FTGS
$5,53],029.78 3.5468 MH/M3 36,089.64 MH [ 80.827 ]
543.590 l O175 M3
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
TakeoffQuan: ]0,175.000 EngrQuan: 10,175.000
9,816
8,927
17,316
9,269
56,849 1,762,820 53,182 50,589
5.59 173.25 5.23 4.97
],187,682 2,108,492 617,766 837,375 779,715
116.73 207.22 60.71 82.30 76.63
� B�D ITEM = 3000
p Description = STAINLESS STF.EL RF,INFORCEMENT-CIP PILE F Unit= KG Takeot�f Quan: 905,724.000 6n� Quan: 905,724.000
3000 Epoxy coated rebar Quan: 905,724.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
Page 9
OS/04/2012 1221
Total
9,816
8,927
17,316
9,269
1,923,440
189.04
5,531,030
543.59
2SRASS ResteelAccessori@107% 905,723.95 KG 0.250 242,281 242,281
2SRSS Reinforcing Steel@107% 905,723.95 KG 4.250 4,118,780 4,118,780
4REBAR Rebarplace@101% 905,723.95 KG 0.580 530,573 530,573
$4,891,633.91 [ ] 4,361,061 530,573 4,891,634
4.81 0.59 5.40
_____> Item Totals: 3000 - 5TAINLESS STEEL REINFORCEMENT-CIP PILE F
$4,891,633.9] [ ] 4,361,061 530,573 4,891,634
5.401 905724 KG
BID ITEM = 3010
Description = STAINLESS STEF.L SPIRAL REBAR-CIP PILE FO
433 Epoxy coated spiral rebar
2SRASS Resteel Accessori@107% 54,140.00 KG
2SRSS ReinforcingSteel@107% 54,]40.00 KG
4REBAR Rebar place@101 % 54,140.00 KG
4.81
Unit = KG Takeoff Quan: 54,140.000 Engr Quan:
Quan: 54,140.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
0.250 14,482
4.250 246,202
0.580
0.59 5.40
54,140.000
14,482
246,202
31,715 31,715

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
BID [TEM = 3010
Description = STAINLESS STEEL SPIRAL REBAR-CIP PILE FO Unit= KG
$292,399.31 [ ]
____> Item Totals: 3010 - STAINLESS STEEL SPIRAL REBAR-CIP PILE FO
$292,399.31 [ ]
5.401 54140 KG
Page 10
OS/04/2012 1221
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract Total
TakeoffQuan: 54,140.000 Engr Quan: 54,140.000
260,684 31,715 292,399
4.82 0.59 5.40
260,684
4.82
31,715 292,399
0.59 5.40
BID ITEM = 3031 BL
Description = 1371 MM PRESTR CONC CYL PILE (54-IN) Unit= M TakeoffQuan: 5,108.000 Engr Quan: 5,] 08.000
d3030 1371mm prestr conc cyl pile Marine Quan: 130.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
�
U�
~'***** Copied and adjusted from RPAMLICO2012 *****
PILEC Pile Crew Large 866.65 CH Prod: 1.5000 US Lab Pcs: 6.00 Eqp Pcs: 6.00
2FCP54 54 PSPC Conc Cyl @107% 5,108.00 M 525.000 2,869,419
2FCP54SS 54" PSPC S.St] Pr@107% 633.95 M 476.000 322,883
804025 Pile/Drill template 1.00 866.66 HR 12.000 10,400
804030 Pile Driving Jig 1.00 866.66 HR 7.000 6,067
804240 3 stage jet pump 250 1.00 866.66 HR 22.120 6,214 12,957
84304R 9299 SKYHORSF, & BAR 1.00 866.66 HR 462.970 226,866 174,372
849] OC 400 Amp Welder 1.00 866.66 HR 11.250 1,647 8,103
85664C DELMAG D160-32 & LEA 1.00 866.66 HR 475.820 243,375 168,999
OPOS Operator, Crane>140 T 1.00 866.66 MH 28.000 36,874
OP12 Oiler 1.00 866.66 MH 14.000 19,737
PD01 PiledriverFareman 1.00 866.66 MH 23.000 31,567
PD02 Piledriver Journeyman 3.00 2,599.97 MH 21.000 87, l44
$4,226,623.37 39.9996 MH/F,A 5,199.9500 MH [ 938.658 ] 175,322 3,192,302 494,568 364,431
6.6665 Hr/Unit 86.6650 Shifts 39.9996 MH/Unit 1,348.63 24,556.17 3,804.37 2,80331
31332 Cutoff Concrete Piles 1371 mm Quan: 130.00 EA Hrs/Shft: 10.00 Cal: Sl0 WC: NONE
***** Copied and adjusted from RPAMLICO2012 *****
PIL64 Pile CutoffCrew 866.65 CH Prod: 1.5000 US Lab Pcs: 3.12 Eqp Pcs: 1.12
3SAWBLADE Sawblades@107% 130.00 EA 10.000 1,39]
83150C L,owboy 60 ton trailer 0.12 104.00 HR 23.000 1,394 998
85325C Concrete Saw Handheld 1.00 866.66 HR 11.460 2,435 7,497
LA01 Laborer Foreman 1.00 866.66 MH 16.500 23,428
D
�
0
** Unrcviewed
2,869,419
322,883
10,400
6,067
19,17]
401,23 8
9,750
412,374
36,874
l 9,737
31,567
87,144
4,226,623
32,512.49
**Unreviewed
1,391
2,392
9,932
23,428

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
BID [TEM = 3031
Description = 1371MM PRESTR CONC CYL PILE (54-IN) Unit= M
LA02 Labarer,Skilled 2.00 1,733.31 MH 14.500
TMO1 Teamster 0.12 104.00 MH 12.000
$81,023.88 20.7997 MH/EA 2,703.9700 MH [ 344.223 ]
6.6665 Hr/Unit 86.6650 Shifts 20.7998 MH/Unit
_____> Item Totals: 3031 - 1371MM PRESTR CONC CYL PILE (54-IN)
$4,307,647.25 1.5473 MH/M 7,903.92 MH [ 32.65 ]
843.314 5108 M
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BL
TakeoffQuan: 5,108.000 Engr Quan: 5,108.000
4],806
2,075
67,309 1,391 3,829 8,495
517.76 10.70 29.45 6535
242,631 3,192,302 1,391 498,397 372,926
47.50 624.96 0.27 97.57 73.01
BID ITEM = 3033 BL
� Description = 36" Sq. Prestressed Conerete Piles Unit = M Tal<eoff Quan: 17,977.000 F.ngr Quan: 17,977.000
C�.n
N 3030 36" Sq. Prestressed Concrete Pies Quan: 530.00 EA Hrs/Shft: 10.00 Cal: Sl0 WC: NONE
***** Copied and adjusted from RPAMLICO2012 *****
PILEC Pile Crew Large 2,650.00 CH Prod: 2.0000 US
2FCP36 36" Sq P/C-P/S Pi@] 07% 17,977.00 M 393.600
2FCP36SS 36" PSPC S.St. Pr@] 07% 17,977.00 M 147.600
804025 Pile/Drill template 1.00 2,650.00 HR 12.000
804030 Pile Driving Jig 1.00 2,650.00 HR 7.000
804240 3 stage jet pump 250 1.00 2,650.00 HR 22.120
84304R 9299 SKYHORSE & BAR 1.00 2,650.00 HR 462.970
84910C 400 Amp Welder 1.00 2,650.00 HR 11250
85664C DELMAG D160-32 & LEA 1.00 2,650.00 HR 475.820
OPOS Operator, Crane>140 T 1.00 2,650.00 MH 28.000
OPl2 Oilcr 1.00 2,650.00 MH 14.000
PD01 Piledriver Foreman 1.00 2,650.00 MH 23.000
PD02 Piledriver Journeyman 3.00 7,950.00 MH 2l .000
$13,572,853.74 30.0000 MH/EA 15,900.0000 MH [ 704 ]
5.0000 Hr/Unit 265.0000 Shifts 30.0000 MH/Unit
31332 Cutoff Concrete Piles 36" Sq Conc. Piles Quan: 530.00 EA
***�* Copied and adjusted from RPAMLICO2012 *****
PILE4 PileCutoffCrew 2,650.00 CH Prod: 2.0000 US
3SAWBLADE Sawblades@107% 530.00 EA 10.000
83150C L,owboy 60 ton trailer 0.12 318.00 HR 23.000
D
�
�
Lab Pcs: 6.00 Eqp Pcs: 6.00
7,571,050
2,839,144
31,800
18,550
19,001 39,618
693,691 533,180
5,035 24,778
744,173 516,750
112,750
60,350
96,523
266,463
536,087 10,410,193 1,512,249 l,l 14,325
1,01 L48 19,641.87 2,853.30 2,102.50
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs: 3.12 F,qp Pcs: l.12
5,671
4,261 3,053
Page 11
OS/04/2012 1221
Total
41,806
2,075
81,024
623.26
4,307,647
843.31
* * U nrcvi ewcd
7,571,050
2,839,144
31,800
18,550
5 8,618
1,226,871
29,813
1,260,923
112,750
60,350
96,523
266,463
] 3,572,854
25,609.16
**Unreviewed
5,671
7,314

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
BID [TEM = 3033
Description = 36" Sq. Prestressed Concrete Piles Unit = M
85325C Concrete Saw Handheld 1.00 2,650.00 HR 11.460
LA01 Labarer Foreman 1.00 2,650.00 MH 16.500
LA02 Laborer,Skilled 2.00 5,300.00 MH 14.500
TMO1 Teamster 0.12 318.00 MH 12.000
$249,166.41 15.6000 MH/EA 8,268.0000 MH [ 258.17 ]
5.0000 Hr/Unit 265.0000 Shifts 15.6000 MH/Unit
_____> Item Totals: 3033 - 36" Sq. Prestressed Concrete Piles
$] 3,822,02015 1.3443 MH/M 24,168.00 MH [ 28.367 ]
768.872 17977 M
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BL
TakeoffQuan: 17,977.000 Engr Quan: 17,977.000
7,447 22,923
71,636
127,833
6,344
205,812 5,671 11,708 25,975
388.33 10.70 22.09 49.01
74],89910,410,193 5,671 1,523,957 1,140,300
41.27 579.08 0.32 84.77 63.43
� B�D ITEM = 3035 BL
� Description = 20" Sq. P/C Conc Piles-F,nd Bents Unit= M TakeoffQuan: 183.000 6ng Quan: 183.000
3030 20" Sq. PS Concrete Piles-End Bents Quan: 15.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from RPAMLICO2012 *****
PILEC Pile Crew Large 50.00 CH Prod: 3.0000 US
2FCP20 20" Sq P/C-P/S Pi@107% 183.00 M 196.800
2FCP20SS 20" PSPC S.St. Pr@] 07% 183.00 M 98.400
804025 Pile/Drill template 0.00 HR 12.000
804030 Pile Driving Jig 1.00 50.00 HR 7.000
804240 3 stage jet pump 250 0.00 HR 22.120
84304R 9299 SKYHORSE & BAR 1.00 50.00 HR 462.970
84910C 400 Amp Welder 1.00 50.00 HR l 1.250
85664C DELMAG D160-32 & LEA 1.00 50.00 HR 475.820
OPOS Operator, Crane>140 T 1.00 50.00 MH 28.000
OP12 Oiler 1.00 50.00 MH 14.000
PDO] Piledriver Foreman 1.00 50.00 MH 23.000
PD02 Piledriver Joumeyman 3.00 150.00 MH 21.000
$115,769.95 20.0000 MH/EA 300.0000 MH [ 469.333 ]
3.3333 Hr/Unit 5.0000 Shifts 20.0000 MH/Unit
31332 Cutoff Concrete Piles 20" Sq Conc. Piles Quan: 15.00 EA
***** Copied and adjusted from RPAMLICO2012 *****
PILE4 PileCutoffCrew 50.00 CH Prod: 3.0000 US
D
�
N
Lab Pcs: 6.00 Eqp Pcs: 4.00
38,535
19,268
350
13,089 l 0,060
95 468
14,041 9,750
2,127
],139
],821
5,028
10,115 57,803 27,575 20,278
674.32 3,853.54 1,838.30 1,351.83
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs: 3.12 Eqp Pcs: 1.12
Page 12
OS/04/2012 1221
Total
30,369
71,636
127,833
6,344
249, l 66
470.13
] 3,822,020
768.87
**Unrevicwcd
38,535
19,268
350
23,149
563
23,791
2,127
1,139
1,821
5,028
115,770
7,718.00
** Unrcvicwcd

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Cost Report
Unit
Cost
BID [TEM = 3035
Description = 20" Sq. P/C Conc Piles-End Bents Unit = M
3SAWBLADE Saw blades@107% 15.00 EA ] 0.000
831 SOC Lowboy 60 ton trailer 0.12 6.00 HR 23.000
85325C Concrete Saw Handheld 1.00 50.00 HR 11.460
LA01 Laborer Foreman 1.00 50.00 MH 16.500
LA02 Laborer,Sl<illed 2.00 100.00 MH 14.500
TM01 Teamster 0.12 6.00 MH 12.000
$4,754.75 10.4000 MH/EA ] 56.0000 MH [ 172113 ]
3.3333 Hr/Unit 5.0000 Shifts 10.4000 MH/Unit
____> Item Totals: 3035 - 20" Sq. P/C Conc Piles-End Bents
$] 20,524.70 2.4918 MH/M 456.00 MH [ 52.578 ]
658.605 183 M
d
Cn
�P
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BL
TakeoffQuan: 183.000 Engr Quan: 183.000
161
80 58
]41 433
1,352
2,412
120
3,883 161 221 490
258.88 10.70 14.73 32.67
13,998 57,803 l6l 27,795 20,768
76.49 315.86 0.88 151.89 ] 13.48
BID ITEM = 3052 BL
Description = STATIC AXIAL LD TEST ON 54° CYL PILE Unit = EA Takeoff Quan: 2.000 F.,ngr Quan:
3050 ?ixial ld test on 1676mm cyl pile Quan: 2.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
4TEST.O] Piletcst@]O1% 2.00 LS 350,850.000
$708,717.00 [ ]
BID ITEM = 3053 BL
Description = STATIC AX1AL LD TF.ST ON 36" CYL PILF. Unit= F,A TakeoffQuan: 2.000 6ngr Quan:
3050 Axial ld test on 1676mm cyl pile Quan: 2.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
4TEST.01 Pile test@101% 2.00 LS 350,850.000
$708,717.00 [ ]
D
�
W
2.000
Page 13
OS/04/2012 1221
Total
]61
]38
573
1,352
2,412
]20
4,755
316.98
120,525
658.60
708,717 708,717
708,717 708,717
354,358.50 354,358.50
2.000
708,717 708,717
708,717 708,717
354,358.50 354,358.50

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Cost Report
Unit
Cost
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BIDITEM = 3055 BL
Description = LATERAL LD TEST ON 54" CYL PILE Unit = EA Takeoff Quan: 2.000 Engr Quan:
3050 Axial ld test on 1676mm cyl pile Quan: 2.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
4TF.ST.01 Piletest@10]% 2.00 LS 350,850.000
$708,717.00 [ ]
BID ITEM = 3056 BL
Description = LATERAL LD TEST ON 36" CYL PILF. Unit= EA TakeoffQuan: 2.000 F.ngr Quan:
d 3050 Axial ►d test on 1676mm cyl pile Quan: 2.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
�
Ui
4TEST.01 Pilc tcst@101% 2.00 LS 350,850.000
$708,717.00 [ ]
BID TTEM = 3060
Description = PRODUCTION DYNAMIC LD TF,ST ON CYL P[LE Unit= EA TakeoffQuan: 15.000 F.ngr Quan:
309000 Pile testing, Complete-on Cylindr. pIles Quan: 3214 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
4TEST Piletest@l01% 15.00 LS 1,754.000
$26,573.10 [ ]
BIDITEM = 4110
Description = PRF.CAST CONCRETE COLS & CAPS
41530 Cast cols & caps incl form set up Marine
***** Copied and adjusted from BONNER2012 *****
SEG 4.5 Man Segxneni Precasring 2,231.99 CH
D
�
�
2.000
Page 14
OS/04/2012 1221
Total
708,717 708,717
708,717 708,717
354,358.50 354,358.50
2.000
708,717 708,717
708,717 708,717
354,358.50 354,358.50
15.000
26,573 26,573
26,573 26,573
826.79 826.79
BL
Unit = M3 Takeoff Quan: 5,022.000 Engr Quan: 5,022.000
Quan: 5,022.00 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 0.5000 UM Lab Pcs: 4.50 Eqp Pcs: 0.00
** Unrcvicwcd

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 4110 BL
Description = PRECAST CONCRETE COLS & CAPS Unit= M3 TakeoffQuan: 5,022.000 Engr Quan: 5,022.000
2CFL007 Superplastizer@l07% 5,022.00 M3 15.000 80,603
2CFL025 Cl-IV Conc (FL)@107% 5,022.00 M3 196.500 1,055,901
3FMF METAL FORMS@107% 49430 M2 550.000 290,896
CA01 Carpenter Foreman 0.50 1,116.00 MH 23.000 41,084
CA02 Carpenter Journeyman 1.00 2,232.00 MH 21.000 75,605
CMOI Concrete Finisher Foreman 1.00 2,232.00 MH 2O.250 72,527
IWO1 IronworkerForeman 1.00 2,232.00 MH 28.000 100,176
LA02 Labor�r,Skilled 1.00 2,232.00 MH 14.500 53,834
$1,770,626.04 2.0000 MH/M3 10,044.0000 MH [ 46.567 ] 343,227 1,136,504 290,896
0.4444 Hr/Unit 223.1990 Shifrs 2.0000 MH/Unit 68.34 22631 57.92
44330L Erect conc PC cols & caps Marine Quan: 120.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
,�From bent 1 to bent 5=5ea and from bent 45 to bent 81=37 ea, tota1=42-pile cap only-42 pcs total,
�From bent 6 to bent 44=39 ea-two elements (pile cap and PC column) , toto1=78 ea
TOTAL NUMBER:42+78=120 EA
FRM087 Formwork crew w/9320 599.94 CH Prod: 2.0002 US Lab Pcs: 8.00 Eqp Pcs:
84303R American 9320 250 T 1.00 599.95 HR 291.660 95,158
85000C 5 KW GENERATOR 1.00 599.95 HR 4.550 660
CA01 Carpenter Fareman 1.00 599.95 MH 23.000 22,086
CA02 CarpenterJoumeyman 4.00 2,399.79 MH 21.000 81,288
LA03 Laborer,unskilled 1.00 599.95 MH 13.000 13,160
OPOS Operator, Crane>140 T 1.00 599.95 MH 28.000 25,526
OP12 Oiler 1.00 599.95 MH 14.000 ]3,663
$333,434.75 39.9965 MH/EA 4,799.5900 MH [ 890.924 ] 155,724 95,818
4.9995 Hr/Unit 59.9940 Shifts 39.9966 MH/Unit 1,297J0 798.48
_____> Item Totals: 4110 - PRECAST CONCRETE COLS & CAPS
$2,]04,060.79 2.9557 MH/M3 14,843.59 MH [ 67.855 ] 498,950 1,136,504 290,896 95,818
418.969 5022 M3 99.35 226.31 57.92 19.08
BID ITEM = 4120
Description= EPDXY-COAT. COLUMNS AND CAPS RF,INFORCEME
433 S& I Reinforcing Steelr-Epoxy -Coated
***** Copied and adjusted from RPAMLICO2012 *****
D
�
cn
2.00
79,823
2,070
81,893
682.44
81,893
16.31
BL
Unit= KG TakeoffQuan: 612,105.000 F.ngr Quan: 612,105.000
Quan: 612,105.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
Page 15
OS/04/2012 1221
Total
80,603
1,055,901
290,896
41,084
75,605
72,527
100,176
53,834
1,770,626
352.57
* * U nrcvi ewcd
174,981
2,730
22,086
81,288
13,160
25,526
13,663
333,435
2,778.62
2,104,061
418.97
�*Unrcvicwcd

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
BID [TEM = 4120
Description = EPDXY-COAT. COLUMNS AND CAPS REINFORCEME Unit= KG
2SRFPDXY Reinforcing Steel@107% 612,104.99 KG 1.050
2SREPDXYA Resteel Accessori ct 107% 612,104.99 KG 0.100
4REBAR Rebarplace@101% 612,104.99 KG 0.580
$1,111,766.29 L ]
_____> ltem Totals: 4120 - EPDXY-COAT. COLUMNS AND CAPS REINFORCEME
$1,111,766.29 [ ]
].816 612105 KG
Page 16
OS/04/2012 1221
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract Total
BL
TakeoffQuan: 612,105.000 F,ngr Quan: 612,105.000
687,700 687,700
65,495 65,495
358,571 358,571
753,195 358,571 1,111,766
1.23 0.59 l .82
753,195
1.23
358,571 ],]ll,766
0.59 1.82
BIDITEM = 4125 BL
� Description = STAINLESS STEF.L COLUMNS AND CAPS REINFO Unit= KG TakeoffQuan: 133,007.000 Engr Quan: 133,007.000
U�
V
434 S& I Stainless Steel Reinforcement � Quan: 133,007.00 KG I3rs/Shft: 10.00 Cal: 510 WC: NONE
* * Unrcviewcd
***** Copied and adjusted from RPAMLICO2012 *****
2SRASS Resteel Accessori ct 107% 133,007.00 KG 0.250 35,579 35,579
2SRSS Reinforcing Steel@107% 133,007.00 KG 4.250 604,849 604,849
4REBAR Rebarplace@101% ]33,007.00 KG 0.580 77,916 77,916
$718,344.20 [ ] 640,429 77,916 718,344
____> Item Totals: 4125
$7] 8,344.20
5.401 133007 KG
4.81 0.59 5.40
- STAINLESS STEEL COLUMN5 AND CAPS REINFO
[ ] 640,429 77,916 718,344
4.81
BID ITEM = 4730
Description = PT STRAND IN PC COLS & CAPS
4130 PT strand in PC cols & caps
PTS 5 Man PT Crew
2PTGROUT PT Grout Materia]@] 07%
2PTSTRAND PT STRAND SUPPLY@10
D
�
rn
0.59 5.40
Unit= KG TakeoffQuan: 110,277.000 Engr Quan: 110,277.000
Quan: 110,277.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
1,102.77 CH Prod: 20.0000 UM Lab Pcs: 5.00 Eqp Pcs: 0.00
23.53 M3 300.000 7,553 7,553
] 10,277.00 KG 3.100 365,789 365,789

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
BID [TEM = 4130
Description = PT STRAND IN PC COLS & CAPS Unit = KG
IWO1 lronworker Fareman 2.00 2,205.54 MH 28.000
IWOI 1 Nonwarker Fareman 1.00 1,102.77 MH 28.000
LA02 Laborer,Skilled 2.00 2,205.54 MH 14.500
$575,021.27 0.0500 MH/KG 5,513.8500 MH [ 1.243 ]
0.0100 Hr/Unit 110.2770 Shifts 0.0500 MH/Unit
_____> ltem Totals: 4130 - PT STRAND IN PC COLS & CAPS
$575,021.27 0.0500 MH/KG 5,513.85 MH [ 1.243 ]
5.214 110277 KG
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
TakeoffQuan: 110,277.000 Engr Quan: 110,277.000
98,989
49,494
53,196
201,679 373,342
1.83 339
201,679 373,342
1.83 3.39
� BID ITEM = 4140
� Description = PT BAR IN PC COLS & CAPS Unit= KG TakeoffQuan: 95,374.000 Engr Quan: 95,374.000
U�
�
4140 PT Bar in PC cols & caps Quan: 95,374.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
PTS 5 Man PT Crew 953.74 CH Prod: 20.0000 UM Lab Pcs: 5.00 F,qp Pcs: 0.00
2PTBAR PT Bar supply@107% 95,374.00 KG 5.000 510,251
IWOI IronwarkerFareman 2.00 1,907.48 MH 28.000 85,6ll
IW011 Nonworker Foreman 1.00 953.74 MH 28.000 42,806
LA02 Laborer,Skilled 2.00 1,907.48 MH 14.500 46,007
$684,674.98 0.0500 MH/KG 4,768.7000 MH [ 1.243 ] 174,424 510,251
0.0100 Hr/Unit 95.3740 Shifts 0.0500 MH/Unit L83 5.35
_____> Item Totals: 4140 - PT BAR IN PC COLS & CAPS
$684,674.98 0.0500 MH/KG 4,768.70 MH [].243 ] 174,424 510,251
7.179 95374 KG 1.83 5.35
Page 17
OS/04/2012 1221
Total
98,989
49,494
53,196
575,021
5.21
575,021
5.21
510,251
85,611
42,806
46,007
684,675
7.18
684,675
7.l 8
BID TTEM = 4150 BL
Dcscription = DECK SLAB RF.INFORCF,MENT STEEL (ASTM A 95 Unit= KG TakcoffQuan: 1,778,597.000 Engr Quan: 1,778,597.000
433 S& I Reinforcing Steel Quan: 1,778,596.95 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
**Unreviewed
***** Copied and adjusted from RPAMLICO2012 *****
2SRASS Resteel Accessori c�i ]07% 1,778,596.95 KG 0.250 475,775 475,775
D
�
�

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Pcs
Quantity
Unit
BID [TEM = 4150
Description = DECK SLAB REINFORCF.MENT STF.EL (ASTM A 95
2SRSS Reinforcing Steel@107% 1,778,596.95 KG
4REBARSS Stainless Steel R@] O1 % 1,778,596.95 KG
$9,605,846.40
Page 18
OS/04/2012 1221
Cost Report
Unit Perm Constr Equipment Equipment Sub-
Cost Labor Material Matl/Exp Ownership Operation Contract Total
BL
Unit= KG TakeoffQuan: 1,778,597.000 Engr Quan: ],778,597.000
4.250 8,088,170 8,088,170
0.580 1,041,902 1,041,902
[ ] 8,563,944 ],041,902 9,605,846
4.81 0.59 5.40
_____> Item Totals: 4150 - DECK SLAB REINFORCEMENT STEEL (ASTM A 95
$9,605,846.40 [ ]
5.401 1778597 KG
8,563,944
4.81
1,041,902 9,605,846
0.59 5.40
BID ITEM = 4160 BL
�Description= CONCDECK Unit= M3 Tal<eoffQuan: ]1,988.000 F.ngrQuan: ll,988.000
Cn
� 366002 Set & strip dk cantilever Quan: 6,564.88 M2 Hrs/Shft: ] 0.00 Cal: Sl0 WC: NONE
***** Copied and adjusted from RPAMLICO2012 *****
FRM08] Farmwork Crew w/7260 1,641.21 CH Prod: 0.5000 UM
3Fl WOODEN FORMS@107% 6,564.88 M2 32.250
84308R American 7260 100T 1.00 1,641.22 HR 163.010
84700C 185 CFM Compressor 1.00 1,64122 HR 18.520
85000C 5 KW GF,NERATOR 1.00 1,641.22 HR 4.550
CA01 Carpenter Fareman 1.00 1,641.22 MH 23.000
CA02 Carpenter Joumeyman 4.00 6,564.88 MH 21.000
LA03 Laborer, unskilled 1.00 1,641.22 MH 13.000
OPO4 Operator, Crane 91T 1.00 1,641.22 MH 28.000
OP12 Oiler 1.00 1,641.22 MH 14.000
$957,933.30 2.0000 MH/M2 13,129.7600 MH [ 44.55 ]
0.2500 Hr/Unit 164.1210 Shifts 2.0000 MH/Unit
366005 Set & Strip Deck Bulkhead Quan: 180.92 M2
***** Copied and adjusted from RPAMLICO2012 *****
ACARP3 3 Man Carpenter Crew 723.66 CH Prod: 0.2500 UH
3Fl WOODEN FORMS@107°/a 180.92 M2 32.250
CA01 Carpenter Fareman 0.50 36l .83 MH 23.000
CA02 CarpenterJourneyman 3.00 2,170.98 MH 21.000
$93,101.24 13.9996 MH/M2 2,532.8100 MH [ 327.791 ]
3.9999 Hr/Unit 72.3660 Shifts 13.9996 MH/Unit
•.
Lab Pcs: 8.00 Eqp Pcs: 3.00
226,538
] 37,551 129,985
6,269 24,126
1,805 5,662
60,419
222,373
36,000
69,829
37,376
425,998 226,538 145,625 159,773
64.89 34.51 22.18 2434
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs:
13,320
73,538
86,858
480.09
3.50 Eqp Pcs
6,243
6,243
34.51
0.00
* * Unrevi ewed
226,538
267,535
30,395
7,468
60,419
222,373
36,000
69,829
37,376
957,933
145.92
** Unreviewed
6,243
13,320
73,538
93, l 01
514.60

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
B�D ITEM = 4]60
Descriptiou= CONCDECK Unit= M3
366008 Set & Strip Fascia Quan: 1,83810 M
***** Copied and adjusted from RPAMLICO2012 *****
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BL
TakeoffQuan: 11,988.000 Engr Quan: 11,988.000
2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
ACARP3 3 Man Carpenter Crew 1,750.57 CH Prod: 0.3000 UM
3F] WOODEN FORMS@107% ],83810 M2 32.250
CA01 Carpenter Foreman 0.50 875.29 MH 23.000
CA02 Carpenter Journeyman 3.00 5,251.72 MH 21.000
$273,542.99 3.3333 MH/M2 6,127.0100 MH [ 78.048 ]
0.9524 Hr/Unit 175.0570 Shifts 3.3333 MH/Unit
366010 F& I Stay-In-Place Deck Forms Quan: 24,412.01 M2
d***** Copied and adjusted from RPAMLICO2012 *****
� FRM081 Formwark Crew w/7260 1,525.75 CH Prod: 2.0000 UM
�2M�SCSTEEL Miscsteel@107% 36.18 TON 1,500.000
2NEOPRENE Neoprene strip@l07% 6,951.84 LF 0.500
2SIP-F Stay-in Place For@107% 24,412.01 M2 120.000
3GA101 Welding Supplies@107% 0.18 LS 50,000.000
84308R American 7260 100T 1.00 1,525.75 HR 163.010
84700C l85 CFM Compressar 1.00 1,525.75 HR 18.520
85000C 5 KW GENERATOR 1.00 1,525.75 HR 4.550
CAOl Carpenter Foreman 1.00 1,525.75 MH 23.000
CA02 Carpenter Journeyxnan 4.00 6,103.00 MH 2l .000
LA03 Laborer, unskilled 1.00 1,525.75 MH 13.000
OPO4 Operator, Crane 91T 1.00 1,525.75 MH 28.000
OPl2 Oiler 1.00 1,525.75 MH 14.000
$3,885,857.68 0.4999 MWM2 12,206.0000 MH [ 11.137 ]
0.0625 Hr/Unit ] 52.5750 Shifts 0.5000 MH/Unit
366012 F& S diaphrams Quan: 3,811.34 M2
***�* Copied and adjusted from RPAMLICO2012 *****
FRM087 Formwork crew w/9320 692.97 CH Prod: 0.5000 UM
3F] WOODEN FORMS@107% 3,81134 M2 32.250
84303R American 9320 250 T 1.00 692.97 HR 29].660
85000C 5 KW GENERATOR 1.00 692.97 HR 4.550
CA01 Carpenter Foreman 1.00 692.97 MH 23.000
CA02 Carpenter Journeyman 4.00 2,771.89 MH 21.000
LA03 Laborer, unskilled 4.00 2,771.89 MH 13.000
D
�
�
Lab Pcs: 3.50 Eqp Pcs: 0.00
63,428
32,222
177,892
210,115
114.31
Hrs/Shft: 10.00
Lab Pcs:
58,069
3,719
3,134,502
56, l 68
206,728
33,467
64,916
34,747
396,026 3,196,290
]6.22 130.93
Hrs/Shft: 10.00
25,51 l
93,893
60,800
63,428
34.51
Cal: 510 WC: NONE
8.00 F,qp Pcs: 3.00
9,630
127,873 120,839
5,828 22,429
1,678 5,264
9,630 135,380 148,532
0.39 5.55 6.08
Cal: 510 WC: NONE
Lab Pcs: 11.00 Eqp Pcs: 2.00
] 31,520
109,912 92,200
762 2,391
Page 19
OS/04/2012 1221
Total
**Unrevicwed
63,428
32,222
177,892
273,543
148.82
* * U nrevi ewed
58,069
3,719
3,134,502
9,630
248,713
28,257
6,942
56,168
206,728
33,467
64,916
34,747
3,885,858
159.18
**Unrcvicwcd
131,520
202,1 l2
3,153
25,511
93,893
60,800

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
BID [TEM = 4160
Description = CONC DECK Unit = M3
OPOS Operator, Crane>140 T 1.00 692.97 MH 28.000
OP12 Oiler 1.00 692.97 MH 14.000
$562,253.45 2.0000 MH/M2 7,622.6900 MH [ 402 ]
0.1818 Hr/Unit 692970 Shifts 2.0000 MH/Unit
366102 Set Bidwell Screed Rail Quan: 8,565.62 M
***** Copied and adjusted from RPAMLICO2012 *****
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BL
TakeoffQuan: 11,988.000 Engr Quan: 11,988.000
29,484
15,781
225,469 ] 31,520 ] ] 0,674 94,590
59.1(i 34.51 29.04 24.82
Hrs/Shft: 10.00 Cal: 510 WC: NONE
CNC90 Screed Rail Crew 1,631.54 CH Prod: 1.5000 UM
3SCRAIL ScreedRailMater@107% 499.33 M 20.000
85000C 5 KW GENERATOR 1.00 1,631.55 HR 4.550
CA01 Carpenter Foreman 0.50 815.77 MH 23.000
CA02 Carpenter Journeyman 2.00 3,263.09 MH 21.000
d LA03 Laborer, unskilled 1.00 1,631.55 MH 13.000
�$194,459.10 0.6666 MH/M 5,710.4100 MH [ 13.933 ]
0.1905 Hr/Unit 163.1540 Shifts 0.6667 MH/Unit
366104 Pour & Finish Deck & diaph Quan: 11,988.00 M3
***** Copied and adjusted from RPAMLICO2012 *****
CNC087 Conc Crew w/9320 1,498.50 CH Prod: 1.0000 UM
2C0005 4500 PSI Concrete@107% 12,587.40 M3 153.250
84303R American 9320 250 T 1.00 1,498.50 HR 291.660
85000C 5 KW GENERATOR 1.00 1,498.50 HR 4.550
85320C Concr bucket 1.-5-3 C 1.00 1,498.50 HR 12.090
85340R Pump Truck L00 1,498.50 HR ] 11.450
85360C Hi-Cyde Concrete Vibr 2.00 2,997.00 HR 1.410
CM02 Concrete Finisher Journeym 1.00 1,498.50 MH 18250
LA01 Laborer Foreman 1.00 1,498.50 MH 16.500
LA02 Laborer,Skilled 2.00 2,997.00 MH 14.500
LA03 Laborer, unskilled 2.00 2,997.00 MH 13.000
OPOS Operator, Crane>140 T 1.00 1,498.50 MH 28.000
OPl2 Oiler 1.00 1,498.50 MH 14.000
$3,O18,01431 1.0000 MH/M3 11,988.0000 MH [ 18.116 ]
O.1250 Hr/Unit ]49.8500 Shifts 1.0000 MH/Unit
366143 Cure conc diaph & facia Quan: 617,542.19 M2
***** Copied and adjusted from RPAMLICO2012 *****
AFNSH3 3 man Finisher Crew 7,057.56 CH Prod: 25.0002 UM
D
N
O
Lab Pcs: 3.50 Eqp Pcs: 1.00
10,686
1,795 5,629
30,031
110,531
35,787
176,350
20.59
Hrs/Shft: 10.00
10,686 1,795 5,629
125 0.27 0.66
Cal: 510 WC: NONE
Lab Pcs: 8.00
2,064,050
44,328
40,508
72,286
65,738
63,757
34,126
320,743 2,064,050
26.76 172.18
Hrs/Shft: 10.00
Eqp Pcs: 6.00
237,677 199,375
1,648 5,170
12,348 5,769
57,542 109,465
3,027 l,] 99
312,242 320,979
26.05 26.77
Cal: 510 WC: NONE
Lab Pcs: 3.50 Bqp Pcs: 0.00
Page 20
OS/04/2012 1221
Total
29,484
15,781
562,253
147.52
**Unreviewed
10,686
7,424
30,031
110,531
35,787
l 94,459
22.70
* * U nrevi ewcd
2,0(4,050
437,053
6,818
18,117
167,008
4,226
44,328
40,508
72,286
65,738
63,757
34,126
3,018,014
251.75
* * Unrcviewcd

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 4160 BL
Description= CONCDECK Unit= M3 TakeoffQuan: 1],988.000 EngrQuan: 11,988.000
3CURFMAT Curing MATERIALS@107 617,542.19 M2 0.550 363,424
CMO1 Concrete Finisher Foreman 0.50 3,528.78 MH 2O.250 114,665
CM02 Concrete Finisher Journeym 3.00 21,172.71 MH 18.250 626,316
$1,104,405.35 0.0399 MH/M2 24,701.4900 MH [ 0.816 ] 740,982 363,424
0.0] 14 Hr/Unit 705.7560 Shifts 0.0400 MH/Unit 1.20 0.59
366144 Rub & Finish conc Quan: 2,351.90 SM Hrs/Shft: 10.00 Cal: 510 WC: NONE
***�* Copied and adjusted from RPAMLICO2012 *****
AFNSH2 2 Man finish Crew 348.42 CH Prod: 3.0000 UM
3RUBMAT Rub mat@107% 2,351.90 M2 1.000
CMO1 Concrete Finisher Foreman 0.25 87.11 MH 2O.250
CM02 Concrete Finisher Journe}nn 2.00 696.86 MH l 8.250
d$25,961.15 0.3333 MH/SM 783.9700 MH [ 6.773 ]
� 0.1481 Hr/Unit 34.8420 Shifts 03333 MWUnit
N
366150 S& I safety rails Quan: 8,565.62 M
***** Copied and adjusted from RPAMLICO2012 *****
ACARP3 3 Man Carpenter Crew 407.88 CH Prod: 6.0000 UM
3SAFERAIL SafetyRail@107% 8,565.62 M 5.000
85300C 450 Desck Finisher 1.05 428.28 HR 31.500
85305C Work Bridge 1.05 428.28 HR 5.340
CA01 Carpenter Foreman 0.50 203.94 MH 23.000
CA02 CarpenterJourneyman 3.00 1,223.66 MH 21.000
$110,560.85 O.1666 MH/M 1,427.6000 MH [ 3.902 ]
0.0476 Hr/Unit 40.7880 Shifts 0.1667 MHNnit
366151 Access - Conc in superstr dk slabs, HPC Quan: 0.80 LS
***** Copied and adjusted from RPAMLICO2012 *****
3EA08 Stair Tower@l07% 0.18 LS ] 00,000.000
$]9,260.00 [ ]
_____> Item Totals: 4160 - CONC DECK
$10,245,349.42 7.1930 MH/M3 86,229.74 MH
854.634 1 ] 988 M3
D
N
�
Lab Pcs: 2.25 Eqp Pcs: 0.00
2,517
2,831
20,614
23,445 2,517
9.97 1.07
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs: 3.50 Eqp Pcs: 2.10
45,826
13,491
2,287
7,508
41,449
48,957 45,826 15,778
5.72 5.35 1.84
Hrs/Shft: 10.00 Cal: 510 WC: NONE
19,260
19,260
24,075.00
[ 150.972 ] 2,654,941 5,260,341 879,071 721,494 729,502
221.47 438.80 73.33 60.18 60.85
Page 21
OS/04/2012 1221
Total
363,424
ll 4,665
626,316
1,104,405
1.79
**Unrcvicwcd
2,517
2,831
20,614
25,961
l 1.04
**Unreviewed
45,826
13,491
2,287
7,508
41,449
110,561
12.91
** Unreviewed
19,260
19,260
24,075.00
] 0,245,349
854.63

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Pcs
Quantity
Unit
BIDITEM = 4170
Description = END BENTS RFC-STAINLESS STEEL (ASTM A 95
433 S& I Reinforcing Steel-End Bents 1& 2
***** Copied and adjusted from RPAMLICO2012 *****
2SRASS Restcel Accessori@]07% 13,250.98 KG
2SRSS Reinforcing Steel@] 07% 13,250.98 KG
4REBARSS Stainless Ste�l R@] Ol % 13,250.98 KG
$71,565.89
Cost Report
Unit
Cost
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BL
Unit= KG TakeoffQuan: 13,251.000 Engr Quan: 13,251.000
Quan: 13,250.98 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
0.250
4.250
0.580
��
_____> Item Totals: 4170 - END BENTS RFGSTAINLESS STEEL (ASTM A 95
$7l ,565.89 [ ]
� 5.401 13251 KG
�
W
BID ITEM = 4175
3,545
60,259
63,803
4.82
63,803
4.81
BL
Description = END BENTS-CIP CONCRETF, Unit= M3 TakeoffQuan: 90.000 Engr Quan: 90.000
400 Set & Strip End Bent Forms Quan: 163.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
End bent is 8'(h)x3.5'(w)x52'(1)-two total
Formwork is(1+16)*2*2.4*2=165 m2
ACARP3 3 Man Carpenter Crew 65 ].14 CH Prod: 0.2503 UH Lab Pcs: 3.50 Eqp Pcs: 0.00
3Fl WOODEN FORMS@107% 163.00 M2 32.250 5,625
CA01 Carpenter Foreman 0.50 325.57 MH 23.000 11,985
CA02 Carpenter Journeyman 3.00 1,953.45 MH 21.000 66, l70
$83,779.58 13.9817 MH/M2 2,279.0200 MH [ 327.372 ] 78,155 5,625
3.9947 Hr/Unit 65.1140 Shifts 13.9817 MH/Unit 479.48 34.51
410 Pour & Finish End Bents 1& 2 Quan: 90.00 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
CNC087 Conc Crew w/9320 7.50 CH Prod: 1.5000 UM Lab Pcs: 8.00 F,qp Pcs: 6.00
2C0005 4500 PSI Concrete@107% 94.50 M3 153.250 15,496
84303R American9320 250 T 1.00 7.50 HR 291.660 1,190 998
85000C 5 KW GENERATOR 1.00 7.50 HR 4.550 8 26
85320C Concrbucket 1.-5-3 C 1.00 7.50 HR 12.090 62 29
85340R Pump Truck 1.00 7.50 HR 1 11.450 288 548
85360C Hi-Cycle Concrete Vibr 2.00 15.00 HR 1.410 15 6
D
N
N
7,762
7,762
0.59
Page 22
OS/04/2012 1221
Total
* * U nrcvi cwed
3,545
6Q259
7,762
71,566
5.40
7,762 71,566
0.59 5.40
**Unrevicwed
5,625
1 1,985
66,170
83,780
513.99
** Unreviewed
15,496
2,l 87
34
91
836
2l

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
BID [TEM = 4175
Description = END BENTS-CIP CONCRETE Unit= M3
CM02 Concrete Finisher Journeym 1.00 7.50 MH 18.250
LA01 Labarer Foreman 1.00 7.50 MH 16.500
LA02 Laborer,Skilled 2.00 15.00 MH 14.500
LA03 Laborer, unskilled 2.00 15.00 MH 13.000
OPOS Operator, Crane>140 T 1.00 7.50 MH 28.000
OP12 Oiler 1.00 7.50 MH 14.000
$20,270.44 0.6666 MH/M3 60.0000 MH [ 12.077 ]
0.0833 Hr/Unit 0.7500 Shifts 0.6667 MH/Unit
____> Item Totals: 4775 - END BENTS-CIP CONCRETE
$] 04,050.02 25.989] MH/M3 2,339.02 MH [ 604.984 ]
1,156.11 ] 90 M3
d
�
�P
BID ITEM = 4180
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BL
TakeoffQuan: 90.000 Engr Quan: 90.000
222
203
362
329
319
l71
1,605 l 5,496
]7.84 172.18
1,563 1,606
17.36 17.85
79,760 15,496 5,625 1,563 1,606
886.22 172.18 62.50 17.36 17.85
Page 23
OS/04/2012 1221
Total
222
203
362
329
319
171
20,270
225.23
104,050
1,156.11
Description = REBAR IN PC DK SEGS Unit= KG TakeoffQuan: 1,064,225.000 Engr Quan: 1,064,225.000
4100 Rebars in segs Quan: 1,064,224.98 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
** Unrcvicwed
15 mhrs/tonne x $30/hr = $450/1000kg = $0.45/kg
2SR Reinforcing Stcel@107% 1,064,224.98 KG 1.000 1,138,72] 1,138,721
2SRA Restcel Accessori@]07% 1,064,224.98 KG 0.100 ll3,872 113,872
4REBAR Rebarplace@101% 1,064,224.98 KG 0.580 623,423 623,423
$1,876,015.79 [ ] 1,252,593 623,423 1,876,016
1.18 0.59 1.76
____> Item Totals: 4180 - REBAR IN PC DK SEGS
$],876,015.79
1.763 1064225 KG
�
1,252,593
1.18
623,423 ],876,016
0.59 1.76
BID ITEM = 4190
Description = PRE CAST CON DK SEGS Unit = M3 Takeoff Quan: ] 0,247.000 Engr Quan: 10,247.000
QUANTITY OF PRECAST SEGMENTAL BOX GIRDERS WAS REDUCED FROM 38,918 M3 TO 10,247 M3, OR APPROX. BY 74°.
ALL RESOURCES REQUIRED FOR SEGMENTAL GIRDERS PRODUCTIONS ARE REDUCED ACCORDINGLY, ALL RESOURCES THAT REQUIRED TO SET-UP AND MAINTAIN THE YARD-
ARE THE SAME.
D
N
W

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
B�D ITEM = 4]90
Description = PRE CAST CON DK SF,GS Unit= M3 Takcot�fQuan: 10,247.000 6n� Quan:
20500 Casting Yard Staff Quan: 6.24 MTH Hrs/Shft: 10.00 Cal: 510 WC: NONE
Z035 --> Casting Supt 1,372.80 MH 58.000 101,615
Z040 =_> Project F.ngineer 1,372.80 MH 58.000 101,615
Z045 --> Filed Engineer#1 1,372.80 MH 38.500 69,759
Z070 -->ChiefSurveyar 1,372.80 MH 58.000 lO1,615
Z122 --> Accounting Clerk 1,372.80 MH 17.000 34,636
$409,238.55 1,100.0000 MH/MTH 6,864.0000 MH [ 50490 ] 409,239
1,100.0000 MH/Unit 65,583.10
20500A Geometry Control Staff Quan: 7.70 MTH Hrs/Shft: 10.00 Cal: 510 WC: NONE
dXZ072 > Inshumcnt man 4,991.22 MH 30.000 193,160
�$] 93,160.21 648.2103 MH/MTH 4,991.2200 MH [] 9446.312 ] 193,160
648.2704 MH/Unit 25,085.74
20500A001 Cost of Land Quan: 22.53 ACRE Hrs/Shft: 10.00 Cal: 510 WC: NONE
6LAND Land RenULease 1.00 LS l,] 69,500.000 l,] 69,500
$1,]69,500.00 [ ] 1,169,500
51,908.57
20500A003 Clear and Grub Site Quan: 25.00 ACRE Hrs/Shft: 10.00 Cal: 510 WC: NONE
4CLR Clear and Grub Su@101 % 25.00 ACRE 1,754.000
$44,288.50 [ ]
20500A005 Crade and Level Quan: 54,083.10 CY Hrs/Shft: 10.00 Cal: 510 WC: NONE
Assume average of 1/2 cy cut/fill over 25 acres x 4840/2 = 60500cy
yard site of push dirt
4ROAD Road Work Sub@] Ol% 54,083.] 0 CY 3.500
$191,183.76 L l
20500A007 Stone Fill Quan: 27,041.00 TON Hrs/Shft: 10.00 Cal: 510 WC: NONE
Assumed 1/3 yd over 1/2 of 25 acres x 4840 x 1.Ston /cy = 30000 ton
D
N
�
10,247.000
Page 24
OS/04/2012 1221
Total
101,615
101,615
69,759
101,615
34,636
409,239
65,583.10
193,160
193,160
25,085.74
1,169,500
1,169,500
51,908.57
44,289 44,289
44,289 44,289
1.771.54 1.771.54
191,184 191,184
191,184 191,184
3.54 3.54

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Page 25
OS/04/2012 1221
Total
BID [TEM = 4190
Description = PRE CAST CON DK SEGS Unit = M3 Takeoff Quan: ] 0,247.000 Engr Quan: 10,247.000
4ROAD.01 Road Work Sub@101% 26,613.09 LTN 23.390 628,705 628,705
$628,704.98 [ ] 628,705 628,705
23.25 23.25
20500A009 Fencing Quan: 5,924.98 FT Hrs/Shft: 10.00 Cal: 510 WC: NONE
4FENCE Fencing Subcontra@101% 5,92498 FT 17.540
$104,963.39 [ ]
20500A011 Yard Lights Quan: 22.22 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
46LEC Elcctrical Subcon@101% 25.00 EA 2,924.000
d $73,831.00 [ ]
rn
�
20500A015 Uh1iYy hook-Ups Quan: 10.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
3UTHOOK Utility Hook-ups@107% 10.00 EA 2,500.000 26,750
$26,750.00 [ ] 26,750
2,675.00
20500A017 Set-Up Trailers Quan: 2.71 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
F&5006 6 man Form & Sh-ip Crew 100.00 CH Prod: 10.0000 S Lab Pcs: 6.00 Eqp Pcs: 2.00
3MISC Miscellaneous Mat@107% 1.00 LS 10,000.000 10,700
3TRAILER 60' by l 0' Traile@107% 3.00 EA 20,000.000 64,200
84700C 185 CFM Compressor 1.00 100.00 HR 18.520 382 1,470
85005C 20 KW GENERATOR 1.00 100.00 HR 15.450 370 1,175
CA01 Carpenter Foreman 1.00 100.00 MH 23.000 3,681
CA02 Carpenter Journeyman 2.00 200.00 MH 21.000 6,775
LA02 Laborer,Skilled 2.00 200.00 MH 14.500 4,824
LA03 Laborer,unskilled 1.00 100.00 MH 13.000 2,193
$95,770.32 221.4022 MH/EA 600.0000 MH [ 4343.173 ] 17,473 74,900 752 2,645
36.9004 Hr/Unit 10.0000 Shifts * 221.4022 MH/Unit 6,447.72 27,638.38 277.49 976.01
20500A019 Expences Quan: 5.62 MTH Hrs/Shft: 10.00 Cal: 510 WC: NONE
30FFSUPPL Office Supply@107% 6.24 MTH 1,000.000 6,677
3SECURITY Security@107% 6.24 MTH 1,000.000 6,677
D
N
CJl
104,963 104,963
104,963 104,963
17.72 17.72
73,831 73,831
73,831 73,831
3,322.73 3,322.73
26,750
26,750
2,675.00
10,700
64,200
],852
1,545
3,681
6,775
4,824
2,193
95,770
35,339.60
6,677
6,677

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
BID [TEM = 4190
Description = PRE CAST CON DK SEGS
3STOR-BOX Steel Storage Con@107%
3TRASH Garbage Disposal ct 107%
3UTILEXP Utility Expenses@107%
$36,861.50
Pcs
Quantity
Unit
].30 EA
6.24 MTH
6.24 MTH
Cost Report
Unit
Cost
Unit = M3
2,500.000
1,000.000
2,000.000
�l
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Takeoff Quan: ] 0,247.000 Engr Quan: 10,247.000
20500A021 Furn/Off Machines/Computers Quan: 0.90 LS
3FURN Trailer Furnishin@107% 1.00 LS 20,000.000
30FFMACH Office Machines@107% 1.00 LS 30,000.000
$53,500.00 [ ]
d 20500B01 Set up Rebar Jigs & Hang-Up Racks Quan: 8.00 EA
�
v
8 Jigs @ the 16 m width & 8 Hang-Up Racks
F&5006 6 man Form & Strip Crew 243.90 CH Prod: 24.3902 S
2CFL005 Cl-P Conc 5000@107% 48.76 CY 96.000
3F$025 Form Supplies@107% 2,439.00 SF 2.000
3FIN-PLY Fin-Ply@] 07% 2,439.00 SF 4.000
3SCAFF-15K 15 Kip/Leg Scaffo@107% 39.04 EA 325.000
84700C 185 CFM Compressor 1.00 243.90 HR L8.520
85005C 20 KW GENERATOR 1.00 243.90 HR 15.450
CA01 Carpenter Foreman 1.00 243.90 MH 23.000
CA02 Carpenter Joumeyman 2.00 487.80 MH 21.000
LA02 Laborer,Skilled 2.00 487.80 MH 14.500
LA03 Laborer, unskilled 1.00 243.90 MH I 3.000
$85,145.86 182.9250 MH/EA 1,463.4000 MH [ 3588.379 ]
30.4875 Hr/Unit 24.3900 Shifts * 182.9250 MH/Unit
20500B02 Survey Platforms Quan: 4.00 EA
8# square platforms 10' in the air
F&5006 6 man Form & Strip Crew 40.03 CH Prod: 4.0030 S
2CFL005 C]-P Conc 5000@107% 10.00 CY 96.000
3F$O15 Farmwark@l07% 500.44 SF 2.000
3SCAFF-15K 15 Kip/Leg Scaffo@]07% 20.00 EA 325.000
84308R American 7260 100T 0.00 HR 163.010
84700C 185 CFM Compressor 1.00 40.03 HR I 8.520
85005C 20 KW GENERATOR 1.00 40.03 HR L5.450
D
N
O�
3,478
6,677
13,354
36,862
6,558.99
Hrs/Shft: 10.00 Cal: 510 WC: NONE
21,400
32,100
53,500
5 J,444.44
Hrs/Shf't: 10.00 Cal: 510 WC: NONE
Lab Pcs: 6.00 Eqp Pcs: 2.00
5,009
5,219
10,439
I3,576
932 3,585
902 2,866
8,979
16,523
1 ],765
5,350
42,617 5,009 29,235 1,834 6,451
5,327.18 626.08 3,654.32 229.27 806.39
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs: 6.00 Eqp Pcs: 2.00
],027
1,07]
6,955
153 588
148 470
Page 26
OS/04/2012 1221
Total
3,478
6,677
] 3,354
36,862
6,558.99
21,400
32,100
53,500
59,444.44
5,009
5,219
10,439
13,576
4,517
3,768
8,979
16,523
11,765
5,350
85,146
10,643.23
1,027
1,071
6,955
741
618

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 4190
Description = PRE CAST CON DK SEGS Unit= M3 TakeoffQuan: ] 0,247.000 F,ngr Quan: 10,247.000
CA01 Carpenter Foreman 1.00 40.03 MH 23.000 1,474
CA02 Carpenter Journeyman 2.00 80.06 MH 21.000 2,712
LA02 Laborer,Skilled 2.00 80.06 MH 14.500 ],931
LA03 Laborer, unskilled 1.00 40.03 MH 13.000 878
OP02 Ope�ator,Crane<50 T 0.00 MH 26.000
$17,407.52 60.0450 MH/EA 240.1800 MH [ 1177.885 ] 6,995 1,027 8,026 301 1,059
10.0075 Hr/Unit 4.0030 Shifts * 60.0450 MH/Unit 1,748.64 256.80 2,006.49 7526 264.70
20500B03 Casting Machine Foundations Quan: 500.00 CY Hrs/Shft: 10.00 Cal: 510 WC: NONE
8 Beds
F&5006 6 man Form & Strip Crew 191.14 CH Prod: 19.1140 S
2CFL005 Cl-P Conc 5000@107% 500.00 CY 96.000
d2SR ReinfarcingSteel�c�107% 75,000.41 KG 1.000
�2SRA Resteel Accessori@107% 64,513.06 KG 0.100
3F$O10 Formwork@107% 7,500.04 SF 2.000
4RBR Resteel Install S@10]% 75,000.41 LB 0.320
84700C 185 CFM Compressor 1.00 19l .14 HR 18.520
85005C 20 KW GENERATOR 1.00 191.14 HR 15.450
CA01 Carpenter Foreman 1.00 191.14 MH 23.000
CA02 Carpenter Journeyman 2.00 382.28 MH 21.000
LA02 Laborer,Skilled 2.00 382.28 MH 14.500
LA03 Laborer, unskilled 1.00 191.14 MH 13.000
$218,695.06 22936 MH/CY 1,146.8400 MH [ 44.994 ]
0.3823 Hr/Unit 19.1140 Shifts * 2.2937 MH/Unit
20500B04 Canopies Quan: 4.00 EA
3CANOPY Seg Mach Canopies@107% 5,004.20 SF ] 0.000
$53,544.94 [ ]
20500B05
F&5006
2CFL005
2SR
2SRA
3F$005
D
N
v
Gantry Crane Rail
6 man Form & St�ip Crew
Cl-P Conc 5000@] 07%
Reinforcing Steel@107%
Resteel Accessori@107%
Formwark@107%
196.74 CH
1,500.00 CY
119,999.97 KG
119,999.97 KG
6,000.00 LF
Quan: 6,000.00 LF
Prod: 19.6740 S
96.000
1.000
0.100
2.000
Lab Pcs: 6.00 Eqp Pcs: 2.00
51,360
80,250
6,903
16,050
24,240
730 2,8]0
707 2,246
7,037
12,949
9,220
4,193
33,399 138,513 16,050 1,437 5,056 24,240
66.80 277.03 32.10 2.87 10.11 48.48
Hrs/Shft: 10.00 Cal: 510 WC: NONE
53,545
53,545
13,38624
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs: 6.00 F,qp Pcs: 2.00
154,080
128,400
12,840
12,840
Page 27
OS/04/2012 1221
Total
1,474
2,712
1,931
878
17,408
4,35 ] .88
51,360
80,250
6,903
16,050
24,240
3,540
2,953
7,037
12,949
9,220
4,193
218,695
437.39
53,545
53,545
13,386.24
154,080
128,400
] 2,840
l 2,840

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 4190
Description = PRE CAST CON DK SEGS Unit= M3 TakeoffQuan:
3GANTRAIL 100# Gantry Rail@107% 6,000.00 LF 20.000
3TRACKSWTC Gantry Track Swit@107% 0.60 EA 35,000.000
4RBR Resteel Install S@l01 % l 19,999.97 LB 0.320
84700C 185 CFM Compressor 1.00 196.74 HR 18.520
85005C 20 KW GENERATOR 1.00 196.74 HR 15.450
CA01 Carpenter Fareman 1.00 196.74 MH 23.000
CA02 Carpenter Journeyman 2.00 393.48 MH 21.000
LA02 Laborcr,Skilled 2.00 393.48 MH 14.500
LA03 Laborer, unskilled 1.00 196.74 MH 13.000
$538,874.20 O.1967 MH/LF 1,180.4400 MH [ 3.859 ]
0.0328 Hr/Unit 19.6740 Shifts * 0.1967 MH/Unit
� 20500B06 Set-Up Casting Machines Quan: 7.21 EA
�
� F&5006 6 man Form & Strip Crew 72] 37 CH Prod: 72.1370 S
3MISC.01 Miscellaneous Mat@107% 721 EA 1.000
84700C 185 CFM Compressor 1.00 72l .37 HR 18.520
85005C 20 KW GENERATOR 1.00 721.37 HR 15.450
CA01 Carpenter Foreman 1.00 721.37 MH 23.000
CA02 CarpenterJourneyman 2.00 ],442.74 MH 21.000
LA02 Laborer,Skilled 2.00 1,442.74 MH 14.500
LA03 Laborer, unskilled 1.00 72l .37 MH 13.000
$150,559.87 600.3079 MH/EA 4,328.2200 MH [ 11776.039 ]
100.0513 Hr/Unit 72.1370 Shifts * 6003079 MH/Unit
20500D Speciality Engineering Quan: 1.00 LS
6SREC-ENG Spccial Engineering 1.00 LS 1,169,500.000
$],169,500.00 [ ]
20500E Casting Yard Equip & Op's
Equip based on 176 hr/mth & 24 months to cast
3FMFC Meta] Column Farm@107 0.50 SF
81 1 GANTRY 1 OOT Gantry Crane 999.99 HR
8] 1PC-PU OP Precast Yard P/U Op's 10,560.00 HR
8llPC-PU'S PrecastYardPick-Up 2.50 EA
811 PGPUSA PC Yard P/U Salvage 2.50 EA
•.
Quan
] 50,000.000
1 18.000
3.000
30,000.000
] 0,000.000
] 0,247.000 Engr Quan: 10,247.000
128,400
22,470
38,784
752 2,892
728 2,312
7,243
13,328
9,491
4,315
34,377 295,320 163,710 1,479 5,204 38,784
5.73 49.22 2729 0.25 0.87 6.46
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs: 6.00 F,qp Pcs: 2.00
8
2,756 10,604
2,669 8,476
26,556
48,870
34,798
] 5,823
126,047
17,482.28
Hrs/Shft: 10.00
6.00 MTH Hrs/Shft: 10.00
8 5,425 19,080
1.07 752.38 2,64636
Cal: 510 WC: NONE
1,169,500
1,169,500
1,169,500.00
Cal: 510 WC: NONE
80,250
l ] 7,999
31,680
75,000
25,000
Page 28
OS/04/2012 1221
Total
128,400
22,470
38,784
3,644
3,040
7,243
13,328
9,491
4,315
538,874
89.81
8
13,360
11,145
26,556
48,870
34,798
15,823
150,560
20,882.09
1,169,500
1,169,500
1, l 69,500.00
80,250
ll 7,999
31,680
75,000
25,000

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
BID [TEM = 4190
Description = PRE CAST CON DK SEGS
8ll RLLRSCR Rollar Scroed
81 1 TRLRPMP --> Trailer Pump(60 cy/hr)
83405C --> CAT 966F (220 HP)
84308R =_> American 7260 100T
84510R =_> 50 Ton R.T.
84700C --> 185 CFM Compressar
84910C --> 400 Amp Welder
85005C =_> 20 KW GENF.RATOR
85315 => Conc. Bucket 5 CY
85320C => Concr bucket 1.-5-3 C
85325C =_> Concrete Saw Handhel
L165 =_> Mechanic
OP03 =_> Operator, crane S l T
,� OPO4 =_> Operator, Crane 91 T
pOPl 0 =_> Operator, Loader
$1,209,721.70 999.9966 MH/MTH
20500F Concrete and Embeds
2ACCESSH Access HATCHES@107°/a
2BOX-DRN Box Drains@107%
2cFLOZS.o1 c�-TV con� �FL�@io�°io
2CSUPER Super-plasticizer@107%
2DIAP-DOOR Diphragm Door As@l 07%
2LIFT-BLK Lifting Block Out@107%
2RF,STR-PIPE Restrainer Assemb@107°/o
2SCUPPFRS Seg Deck Scuppers@] 07%
$2,337,366.32
20500G03
SF,G
CA01
CA02
CMO1
IWO1
LA02
D
N
�
Cost Report
Unit
Cost
Unit = M3
].00 EA ll,000.000
999.99 HR 48.400
999.99 HR 87.530
999.99 HR 163.010
999.99 HR 128.100
2,000.00 HR L8.520
2,000.00 HR 11.250
2,000.00 HR 15.450
2,000.00 HR 18.040
2,000.00 HR 12.090
2,000.00 HR 11.460
2,000.00 MH 35.000
999.99 MH 26.000
2,000.00 MH 28.000
999.99 MH 2O.500
5,9999800 MH [31624913]
999.9967 MH/Unit
Form Pier & end bent special seg's
4.5 Man Scgxnent Precasting
Carpenter Foreman 0.50
Carpenter Journeyman 1.00
Concrete Finisher Foreman 1.00
Ironwarker Fareman 1.00
Laborer,Skilled 1.00
13.17 EA
394.95 EA
10,247.20 M3
10,247.20 M3
13.17 EA
1,527.15 EA
26.33 SA
210.64 EA
333.33 CH
166.67 MH
33333 MH
333.33 MH
333.33 MH
333.33 MH
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
TakeoffQuan: ]0,247.000
Quan: 10,247.20 M3
350.000
1.000
196.500
15.000
550.000
2.500
30.000
1.500
�l
101,630
39,722
85,094
31,954
258,400
43,066.71
Hrs/Shft: 10.00
4,932
423
2,154,525
164,468
7,751
4,085
845
338
2,337,366
228.10
Quan: 10.00 EA
Prod: 150.0000 MU
23.000
21.000
20.250
28.000
14.500
Hrs/Shft: 10.00
Lab Pcs:
6,136
1 ] ,291
10,831
14,960
8,040
Engr Quan:
1 1,770
16,400
34,230
83,809
56,174
7,640
3,800
7,400
24,580
16,480
5,620
10,247.000
32,000
53,299
79,199
80,891
29,400
18,700
23,500
11,500
7,700
17,300
80,250 517,582 353,490
13,375.00 86,263.65 58,914.92
Cal: 510 WC: NONE
Cal: 510 WC: NONE
4.50 F,qp Pcs: 0.00
Page 29
OS/04/2012 1221
Total
11,770
48,400
87,529
163,008
137,066
37,040
22,500
30,900
36,080
24,180
22,920
101,630
39,722
85,094
31,954
1,209,722
201,620.28
4,932
423
2,154,525
164,468
7,751
4,085
845
338
2,337,366
228.10
6,136
11,291
10,831
14,960
8,040

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 4190
Description = PRE CAST CON DK SEGS Unit= M3 TakeoffQuan: ] 0,247.000 F,ngr Quan: 10,247.000
$51,258.14 149.9990 MH/EA 1,499.9900 MH [ 3492.477 ] 5],258
33.3330 Hr/Unit 33.3330 Shifts 149.9990 MH/Unit * 5,125.81
20500005 Form typical seg's Quan: 340.00 EA Hrs/Shft: 10.00
The segmental box was quantified based on the overall length shown on the 2006 Preliminary Plans.
lOft +/-, thus the total number of sections (boxes) would be approximately 350.
Pier segments-10 ea, typical segments-340 ea
SEG 4.5 Man Se�neni Precasting 7,555.57 CH Prod: 100.0003 MU Lab Pcs:
CA01 Carpenter Foreman 0.50 3,777.79 MH 23.000 139,073
CA02 CarpenterJourneyman ].00 7,555.58 MH 21.000 255,931
CMO1 Concretc Finisher Foreman 1.00 7,555.58 MH 2O.250 245,513
IWOI IronworkcrFareman 1.00 7,555.58 MH 28.000 339,108
dLA02 Laborer,Skilled 1.00 7,555.58 MH 14.500 182,236
�$1,161,862.63 ]00.0003 MH/EA 34,000.1100 MH [2328341] 1,161,863
22.2223 Hr/Unit 755.5570 Shifts 100.0003 MH/Unit * 3,417.24
20500H Pour Segments Quan: 350.00 EA Hrs/Shft: 10.00
CON006 6 Man Conc Place and Finish 1,050.00 CH Prod: 3.0000 HU Lab Pcs:
84700C 185 CFM Compressor 1.00 1,050.00 HR 18.520
85005C 20 KW GENERATOR 1.00 1,050.00 HR 15.450
85360C Hi-Cycle Concrete Vibr 2.00 2,100.00 HR L410
CM02 Concrete Finisher Joumeym 2.00 2,100.00 MH 18.250 62,121
LA01 LaborerForeman 1.00 1,050.00 MH 16.500 28,384
LA02 Laborer,Skilled 2.00 2,100.00 MH 14.500 50,651
LA03 Laborer, unskilled 1.00 1,050.00 MH 13.000 23,031
OPO1 Operator Foreman 1.00 1,050.00 MH 30.000 47,641
$250,456.98 21.0000 MH/EA 7,350.0000 MH [412.5] 211,827
3.0000 Hr/Unit * 105.0000 Shifts 21.0000 MH/Unit 605.22
20500I Clean and Rub Segments Quan: 350.00 EA Hrs/Shft: 10.00
CNC71 Point, Patch and Rub Crew 1,166.66 CH Prod: 3.0000 US Lab Pcs:
3CCA Concrete rubbing c�] 07% 13,070.54 M2 1.000
3CURE Curing@107% 24,204.70 M2 0.550
3SAND Sand Blasring Mat@107% 4,295.12 M2 2.500
CMO1 Concrete Finisher Foreman L00 1,166.67 MH 2O.250 37,910
CM02 Concrete Finisher Joumeym 5.00 5,83333 MH 18.250 172,558
$250,187.08 20.0000 MH/EA 7,000.0000 MH [ 408.833 ] 210,468
D
w
0
Page 30
OS/04/2012 1221
Total
51,258
5,125.81
Cal: 510 WC: NONE
The segments were assumed to have a length of
4.50 Eqp Pcs: 0.00
Cal: 510 WC: NONE
7.00 Eqp Pcs: 4.00
4,011 15,435
3,885 12,338
2,121 840
] 0,017
28.62
Cal: 510 WC: NONE
6.00 F,qp Pcs:
13,985
14,244
l 1,489
39,719
28,613
81.75
0.00
139,073
255,931
245,513
339,108
182,236
1,161,863
3,417.24
19,446
16,223
2,961
62,121
28,384
50,651
23,031
47,641
250,457
715.59
13,985
14,244
11,489
37,910
172,558
250,187

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 4190
Description = PRE CAST CON DK SEGS Unit= M3 TakeoffQuan: ] 0,247.000 Engr Quan: 10,247.000
3.3333 Hr/Unit 116.6660 Shifts 20.0000 MH/Unit 601.34 113.48
20500K Store Segments Quan: 300.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
3DUNNAGE Hardwood Blocking@107% 15.64 MBFT 1,000.000 16,735
$]6,734.80 [ ] 16,735
55.78
20500L Dismantle Casting Yard Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
F&5006 6 man Form & St�ip Crew 200.00 CH Prod: 20.0000 S Lab Pcs: 6.00 F,qp Pcs: 2.00
Page 31
OS/04/2012 1221
Total
714.82
** Unrcviewed
16,735
16,735
55.78
4DEM0.0] Demolition Sub@10]% 2,096.91 CY 58.480 123,854 123,854
84308R American 7260 100T 0.00 HR 163.010
d 84700C 185 CFM Compressor 1.00 200.00 HR 18.520 764 2,940 3,704
N 85005C 20 KW GENERATOR 1.00 200.00 HR 15.450 740 2,350 3,090
CA01 Carpenter Foreman 1.00 200.00 MH 23.000 7,363 7,363
CA02 Carpenter Journeyman 2.00 400.00 MH 21.000 13,549 13,549
LA02 Laborer,Skilled 2.00 400.00 MH 14.500 9,648 9,648
LA03 Laborer, unskilled 1.00 200.00 MH 13.000 4,387 4,387
OP02 Operator,Crane<50 T 0.00 MH 26.000
$165,594.21 1,200.0000 MH/LS 1,200.0000 MH [ 23540 ] 34,947 1,504 5,290 123,854 165,594
200.0000 Hr/Unit 20.0000 Shifts * ],200.0000 MH/Unit 34,946.64 1,504.00 5,290.00 123,853.57 165,594.21
_____> Item Totals: 4190 - PRE CAST CON DK 5EG5
$10,704,661.52 7.5987 MH/M3 77,864.38 MH [ 192.042 ] 2,792,070 2,777,235 2,938,289 540,332 426,887 1,229,849 ]0,704,662
1,044.663 10247 M3 272.48 271.03 286.75 52.73 41.66 120.02 1,044.66
BID ITEM = 4191
Description = ERECT PC DK SEGS Unit=
21100A01 Heavy Lift Crane Assembly Marine Quan:
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
LA02 --> Laborer,Skilled 78.00 MH 14.50
OPOS =_> Operator, Crane>140 156.00 MH 28.00
$8,518.67 600.0000 MH/LS 234.0000 MH [ 15510
600.0000 MH/Unit
D
w
�
BL
M3 TakeoffQuan: 10,247.000 Engr Quan: 10,247.000
0.39 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
0 1,881
0 6,637
] 8,519
21,842.74
* * U nrcvi ewed
1,881
6,637
8,519
21,842.74

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
B�D ITEM = 4191 BL
Description = ERECT PC DK SEGS Unit= M3 TakeoffQuan: 10,247.000 Engr Quan: 10,247.000
21100A02 Heavy Crane Site Moves Marine Quan: 2.73 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
LA02 =_> Laborer,Skilled 2730 MH 14.500
OPOS =_> Operator, Crane>140 54.60 MH 28.000
$2,981.54 30.0000 MH/EA 81.9000 MH [ 775.502 ]
30.0000 MH/Unit
2ll00E Prop Extended Catilevers Quan: 9.02 EA
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
F&5006 6 man Form & Strip Crew 263.29 CH Prod: 26.3296 S
d3MSTRSTL Misc Struc Steel@107% 13.16 TON 1,000.000
V 3SHOR-100K 100 Kip Shoring@107% 0.26 LS 250,000.000
� 84700C 185 CFM Compressar 1.00 263.30 HR 18.520
85005C 20 KW GENERATOR 1.00 263.30 HR 15.450
CA01 Carpenter Foreman 1.00 263.30 MH 23.000
CA02 Carpenter Journeyman 2.00 526.59 MH 21.000
LA02 Labor�r,Skilled 2.00 526.59 MH 14.500
LA03 Laborer, unskilled 1.00 26330 MH 13.000
$138,582.15 175.1419 MH/EA 1,579.7800 MH [ 3435.70] ]
29.1896 HdUnir 26.3290 Shifta * 175.1419 MH/Uuir
2ll00F Stability Systems Quan: 17.09 EA
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
F&5006 6 man Form & Strip Crew 256.29 CH Prod: 1.4997 SU
3MISC Miscellaneous Mat@107% 17.09 LS 1.000
3PIERBRKT Erection Truss Pi@] 07% 1.05 EA 50,000.000
84700C 185 CFM Compressor 1.00 25629 HR 18.520
85005C 20 KW GENERATOR 1.00 256.29 HR 15.450
CA01 Carpenter Fareman 1.00 256.29 MH 23.000
CA02 Carpenter Journeyman 2.00 512.59 MH 21.000
LA02 Laborer,Skilled 2.00 512.59 MH 14.500
LA03 Laborer, unskilled l.00 256.29 MH 13.000
$109,682.39 89.9801 MH/EA 1,537.7600 MH [ 1765.11 ]
14.9965 Hr/Unit 25.6290 Shifts 89.9801 MH/Unit
D
w
N
658
2,323
2,982
1,092.14
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs: 6.00 Eqp Pcs: 2.00
14,08]
69,550
1,006 3,871
974 3,094
9,693
17,837
12,701
5,775
46,007 83,631 1,980 6,964
5,100.52 9,271.75 219.51 772.09
Hrs/Shft: 10.00 Cal: 510 WC: NONE
9,435
17,363
12,363
5,622
44,783
2,620.42
Lab Pcs: 6.00 Eqp Pcs: 2.00
18
56,] 75
979 3,767
948 3,011
56,193 1,927 6,779
3,288.08 712.77 396.66
Page 32
OS/04/2012 1221
Total
**Unrevicwed
658
2,323
2,982
1,092.14
** Unrevicwed
14,081
69,550
4,876
4,068
9,693
17,837
12,701
5,775
138,582
15,363.87
**Unreviewed
18
56,175
4,746
3,960
9,435
17,363
l 2,363
5,622
109,682
6,417.93

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
B�D ITEM = 4191 BL
Description = ERF.CT PC DK SEGS Unit= M3 TakeoffQuan: 10,247.000 Engr Quan: 10,247.000
21100H load Out Seg' @ PC Yard Quan: 358.35 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
LAB02 2 Man Labor Crew 895.86 CH Prod: 4.0000 US
3MISC Miscellaneous Mat@107% 35835 EA ] 0.000
4HAUL Haul Carolina to@101% 358.35 TRIP 1,169.500
LA02 Labarer,Skilled 1.00 895.86 MH 14.500
LA03 Laborer, unskilled 1.00 895.86 MH 13.000
$468,373.54 4.9999 MH/EA 1,791.7200 MH [ 75.624 ]
2.5000 Hr/Unit 89.5860 Shifts 4.9999 MH/Unit
� 21100J Apply Epoxy Quan: 380.73 EA
i
�***�* Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
LAB02 2 Man Labor Crew 95l .81 CH Prod: 2.5000 RU
2EPDXY Segment Epoxy Glu@l07% 2,28435 GAL 22.000
3GLOVES Gloves to apply E@107% 761.45 PR 2.500
LA02 Labarer,Skilled 1.00 951.81 MH 14.500
LA03 Laborer, unskilled 1.00 951.81 MH 13.000
$99,645.16 4.9999 MH/F,A 1,903.6200 MH [ 75.624 ]
2.5000 Hr/Unit * 95.1810 Shifts 4.9999 MH/Unit
21100K Erect Pier, abut & special Segme Quan: 33.70 EA
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
ERFCT8 Sc�nent Erection Crew 1,685.09 CH Prod: 5.0003 SU
3MISC Miscellaneous Mat@107% 33.70 EA 1.000
843]0 4]OOManitowocS2 1.00 1,685.09 HR 327.850
84700C 185 CFM Compressor 1.00 1,685.09 HR 18.520
85005C 20 KW GENERATOR 1.00 1,685.09 HR 15.450
IWO11 NonworkerFareman 1.00 1,685.09 MH 28.000
IW02 Ironwarker Jorneyman 3.00 5,055.28 MH 26.000
LA02 Laborer,Skilled 3.00 5,05528 MH 14.500
OPOS Operator, Crane>140 T 1.00 1,685.09 MH 28.000
$],090,758.50 400.0219 MH/EA 13,480.7400 MH [ 9763.035 ]
50.0027 Hr/Unit 168.5090 Shifts 400.0220 MH/Unit
21100L Erect Cantilever Segments Quan: 348.08 EA
D
w
W
Lab Pcs: 2.00 Eqp Pcs: 0.00
3,834
21,608
19,650
41,258 3,834
115.13 10.70
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs: 2.00 F,qp Pcs: 0.00
53,774
2,037
22,957
20,878
43,835 53,774 2,037
115.13 141.24 5.35
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs: 8.00 Eqp Pcs: 3.00
36
298,851 253,606
6,437 24,771
6,235 19,800
75,630
211,767
] 21,930
71,696
481,023 36 3]],523 298,177
14,273.69 1.07 9,243.99 8,847.97
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Page 33
OS/04/2012 1221
Total
**Unrevicwed
3,834
423,281 423,281
21,608
19,650
423,281 468,374
1,]81.20 ],307.03
**Unreviewed
53,774
2,037
22,957
20,878
99,645
261.72
* * Unrevi ewed
36
552,457
31,208
26,035
75,630
211,767
121,930
71,696
I,090,759
32,366.72
**Unrevicwcd

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 4191
Description = ERECT PC DK SEGS Unit = M3 Takeoff Quan: 10,247.000
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
F..RECT8 Seginent Erection Crew 1,160.25 CH Prod: 3.0000 US Lab Pcs:
84310 4100 Manitowoc S2 1.00 1,160.26 HR 327.850
84700C 185 CFM Compressor 1.00 1,16026 HR 18.520
85005C 20 KW GENERATOR 1.00 1,160.26 HR 15.450
IWO11 IronworkerForeman 1.00 1,160.26 MH 28.000 52,075
IW02 IronwarkerJorneyman 3.00 3,480.77 MH 26.000 145,810
LA02 Laborer,Sl<illed 3.00 3,480.77 MH 14.500 83,954
OPOS Operator, Crane>140 T 1.00 1,160.26 MH 28.000 49,366
$751,010.19 26.6664 MH/EA 9,282.0600 MH [ 650.828 ] 33],205
3.3333 Hr/Unit 116.0250 Shifts 26.6665 MH/Unit 951.52
� 21100M01 Clean Excess Epoxy Quan: 380.73 JTS Hrs/Shft: 10.00
i
�***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
LAB02 2 Man Labar Crew 571.08 CH Prod: 3.0000 MU Lab Pcs:
LA02 Labarer,Skilled 1.00 57].09 MH 14.500 13,774
LA03 Labarer,unskilled 1.00 57].09 MH 13.000 12,527
$26,301.00 2.9999 MH/JTS 1,142.1800 MH [ 45375 ] 26,301
1.5000 Hr/Unit 57.1080 Shifts 3.0000 MH/Unit * 69.08
21100N Temp Handrail Quan: 6,95].Ol LF Hrs/Shft: ]0.00
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
F&5006 6 man Form & Strip Crew 57.90 CH Prod: 20.0055 UM
84700C 185 CFM Co�npressar 1.00 57.91 HR 18.520
85005C 20 KW GENERATOR 1.00 57.91 HR 15.450
CA01 Carpenter Foreman 1.00 57.91 MH 23.000
CA02 Carpenter Journeyman 2.00 115.82 MH 21.000
LA02 Laborer,Skilled 2.00 1i5.82 MH 14.500
LA03 Labarer, unskilled 1.00 57.91 MH 13.000
$] 2,085.97 0.0499 MH/LF 347.4600 MH [ 0.981 ]
0.0083 Hr/Unit 5.7900 Shifts 0.0500 MH/Unit
21100P Form & Strip CIP Segments Quan: 426.54 M2
***�* Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
F&5006 6 man Form & Sfip Crew 355.44 CH Prod: 0.2000 UM
3F$O10 Fonnwork@]07% 2633 M2 600.000
84700C 185 CFM Compressor 1.00 355.45 HR 18.520
D
w
�
BL
F,ngr Quan: 10,247.000
Eqp Pcs: 3.00
205,772 174,6] 9
4,432 17,056
4,293 ]3,633
214,497 205,308
61623 589.83
Cal: 510 WC: NONE
2.00 Eqp Pcs: 0.00
Cal: 510 WC: NONE
Lab Pcs: 6.00 Sqp Pcs: 2.00
221 851
214 680
2,132
3,923
2,794
],270
10,119
I .46
Hrs/Shft: 10.00
435 1,532
0.06 0.22
Cal: 510 WC: NONE
Lab Pcs: 6.00 F,qp Pcs: 2.00
16,904
1,358 5,225
Page 34
OS/04/2012 1221
Total
380,391
21,488
17,926
52,075
145,810
83,954
49,366
751,010
2,157.58
** Unrcvicwed
13,774
12,527
26,301
6).08
* * U nrcvi ewcd
1,072
895
2,132
3,923
2,794
1,270
12,086
] .74
**Unr¢viewed
16,904
6,583

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
BID [TEM = 4191
Description = ERECT PC DK SEGS Unit= M3
85005C 20 KW GENERATOR 1.00 355.45 HR 15.450
CA01 Carpenter Fareman 1.00 355.45 MH 23.000
CA02 Carpenter Journeyman 2.00 710.90 MH 21.000
LA02 Laborer,Skilled 2.00 710.90 MH 14.500
LA03 Laborer, unskilled 1.00 355.45 MH 13.000
$91,087.39 5.0000 MH/M2 2,132.7000 MH [ 98.083 ]
0.8333 Hr/Unit 35.5440 Shifts 5.0000 MH/Unit
21100P01 Pour Closure Segments Quan: 101.90 M;
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BL
TakeoffQuan: 10,247.000 F,ngr Quan: 10,247.000
1,315 4,177
13,085
24,080
17,146
7,797
62, I 09
145.(il
Hrs/Shft: 10.00
CNCOS CONC CREW W/3900 2037 CH Prod: 0.5000 UM
2C0006 5000 PSI Concrete@107% 111.51 M3 157.200
d 84335R 3900 Manitowoc 110 2.00 40.76 HR 156.470
� 85000C 5 KW GENERATOR 1.00 20.38 HR 4.550
85320C Concr bucket ].-5-3 C 6.00 122.27 HR 12.090
85360C Hi-Cycle Concrete Vibr 6.00 122.27 HR 1.410
CM02 Concrete Finisher Journeym l.00 20.38 MH 18250
LAOI Labarer Fareman 1.00 20.38 MH 16.500
LA02 Labor�r,Skilled 2.00 40.76 MH 14.500
LA03 Laborer, unskilled 2.00 40.76 MH 13.000
OPO4 Operator, Crane 91T 2.00 40.76 MH 28.000
OP12 Oiler 2.00 40.76 MH 14.000
$32,570.91 2.0000 MH/M3 203.8000 MH [ 38225 ]
0.1999 Hr/Unit 2.0370 Shifts 2.0000 MH/Unit
CLASS-V CI-V Concrete Coating Quan: 390,005.32 SF
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
4COAT10 Class V Sub@101% 390,005.32 SF 4.390
$],729,244.59 [ ]
16,904 2,673 9,402
39.63 627 22.04
Cal: 510 WC: NONE
Lab Pcs: 10.00 Eqp Pcs: 15.00
18,756
3,390 2,988
22 70
1,008 471
123 49
603
551
983
894
],734
928
5,693 18,756
55.87 184.07
Hrs/Shft: 10.00
4,543 3,578
44.59 35.1 l
Cal: 510 WC: NONE
PROFILE Profilograph of Deck Surface Quan: 0.26 YD Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
4PROFILE Profillograph Sub@101 % 2.63 DAY 1,754.000
$4,659.15 [ ]
D
w
cn
Page 35
OS/04/2012 1221
Total
5,492
13,085
24,080
17,146
7,797
91,087
213.55
* * U nrcvicwcd
18,756
6,378
93
1,478
172
603
SSl
983
894
1,734
928
32,571
319.64
* * U nrcvi cwcd
1,729,245 1,729,245
1,729,245 1,729,245
4.43 4.43
** Unrevicwed
4,659 4,659
4,659 4,659
17,919.81 17,919.81

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Pcs
Quantity
Unit
BID [TEM = 4191
Description = ERECT PC DK SEGS
_____> ltem Totals: 4191 - ERECT PC DK SECS
$4,565,501.15 3.2904 MH/M3 33,717.72 MH
445.545 ] 0247 M3
Cost Report
Unit
Cost
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Page 36
OS/04/2012 1221
Total
BL
Unit = M3 Takeoff Quan: 10,247.000 F,ngr Quan: 10,247.000
[ 73.25 ] 1,103,833 72,530 162,636 537,579 531,739 2,157,185 4,565,501
107.72 7.08 15.87 52.46 51.89 210.52 445.55
BID ITEM = 4192 BL
Dcscription = 96" FIB GIRDFRS Unit= M TakeoffQuan: 14,408.000 Engr Quan: 14,408.000
367301 Precast Beams Quan: 289.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from V:\HEAVYBID\EST\RPAMLICO2012 *****
� Al W4 PC Placing 96333 CH Prod: 3.0000 US
V 2PCGFIB96 96" FIB GIRDERS@107% 14,408.00 M 1,050.000
v 804380 400 AMP WELDER 1.00 963.33 HR 11.250
84303R American 9320 250 T 2.00 1,926.67 HR 291.660
8TRUSS Dea] girder trus & po 0.15 HR l 50,000.000
IWOI Ironwarker Foreman 1.00 963.33 MH 28.000
IW02 IronwarkerJorneyman 6.00 5,780.00 MH 26.000
LA02 Laborer,Sl<illed 2.00 ],926.67 MH 14.500
OP05 Operator, Crane>140 T 2.00 1,926.67 MH 28.000
OPl2 Oilcr 2.00 1,926.67 MH 14.000
$17,240,341.60 43.3333 MH/EA 12,523.3400 MH []089]
3.3333 Hr/Unit 96.3330 Shifts 433334 MH/Unit
367310 S& P Steel x Bracing Quan: 427.00 EA
***** Copied and adjusted from V:\HEAVYBID\EST\RPAMLICO2012 *****
A 1 W3 Rebar/ Ironworker Crew 711.66 CH Prod: 6.0000 US
2MISCSTEFL Misc steel@107% 117.44 TON 1,500.000
804040 185 CFM 170 HP %0 1.00 71 1.67 HR 18.520
IWOI IronworkerForeman 1.00 711.67 MH 28.000
IW02 IronwarkerJorneyman 4.00 2,846.68 MH 26.000
$342,399.05 8.3333 MH/EA 3,5583500 MH [ 242.001 ]
1.6667 Hr/Unit 71.1660 Shifts 83334 MH/Unit
____> Item Totals: 4192 - 96" FIB GIRDERS
$] 7,582,740.65 l.l 16] MH/M 16,081.69 MH [ 29.0] 6]
1,220.346 14408 M
D
w
rn
Lab Pcs: 13.00 Eqp Pcs: 3.00
16,187,388
1,830 9,007
305,589 256,343
22,500
43,236
242,126
46,470
81,974
43,877
457,68416,187,388 329,919 265,351
1,583.68 56,011.72 1,141.59 918.17
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs: 5.00 Eqp Pcs: 1.00
188,491
2,719
31,941
119,248
151, l 89 188,491
354.07 441.43
608,873 16,375,879
42.26 1,136.58
2,719
6.37
332,638 265,351
23.09 18.42
**Unrcvicwcd
] 6,187,388
10,837
561,933
22,500
43,236
242,] 26
46,470
81,974
43,877
] 7,240,342
59,655.16
**Unreviewed
188,491
2,719
31,941
119,248
342,399
801.87
] 7,582,741
1,220.35

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BIDITEM = 4193 BL
Description = 45" FIB GTRDERS Unit= M TakeoffQuan: 466.000 Engr Quan: 466.000
367301 Precast Beams Quan: 18.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from V:\HEAVYBID\EST\RPAMLICO2012 *****
Al W4 PC Placing 40.00 CH Prod: 4.5000 US
2PCGFIB45 45" FIB GIRDERS@107% 466.00 M 690.000
804380 400 AMP WELDER 1.00 40.00 HR 11.250
84303R American 9320 250 T 2.00 80.00 HR 291.660
8TRUSS Deal girder trus & po 0.00 HR 150,000.000
iW01 lronworker Fareman 1.00 40.00 MH 28.000
IW02 lronwarker Jorneyman 6.00 240.00 MH 26.000
LA02 Labarer,Skilled 2.00 80.00 MH 14.500
�OPOS Operator, Crane>140 T 2.00 80.00 MH 28.000
V OP12 Oiler 2.00 80.00 MH 14.000
�$386,834.76 28.8888 MH/EA 520.0000 MH [ 726 ]
22222 Hr/Unit 4.0000 Shifts 28.8889 MH/Unit
367310 S& P Steel x Bracing Quan: 27.00 EA
***** Copied and adjusted from V:\HEAVYBID\EST\RPAMLICO2012 *****
A1 W3 Rebar/ Ironworker Crew 44.99 CH Prod: 6.0005 US
2MISCSTEEL Misc steel@107% 7.43 TON 1,500.000
804040 185 CFM 170 HP %0 1.00 45.00 HR 18.520
IWO1 Ironworker Foreman 1.00 45.00 MH 28.000
IW02 IronworkerJorneyman 4.00 179.99 MH 26.000
$21,656.56 8.3329 MH/EA 224.9900 MH [ 241.989 ]
1.6663 Hr/Unit 4.4990 Shifts 83330 MH/Unit
_____> Item Totals: 4193 - 45" FIB GIRDERS
$408,491.32 1.5986 MH/M 744.99 MH [ 42.064 ]
876.591 466 M
BID ITEM = 4210
Dcscription = PT STRAND IN DK SF,GS
22600 PT longitudinal
D
w
�
Lab Pcs: 13.00 Eqp Pcs: 3.00
344,048
76 374
] 2,689 10,644
1,795
10,054
],930
3,404
1,822
] 9,004 344,048 12,765 11,018
1,055.79 19,113.77 709.16 612.11
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs: 5.00 Eqp Pcs: 1.00
11,925
172
2,020
7,540
9,560 11,925
354.06 441.67
28,564 355,973
61.30 763.89
172
6.37
12,937 ll,018
27.76 23.64
Unit= KG TakcoffQuan: 15,203.000 Engr Quan: 15,203.000
Quan: 15,202.99 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
Page 37
OS/04/2012 1221
Total
* * U nrcvi cwed
344,048
450
23,333
1,795
l 0,054
1,930
3,404
1,822
386,835
21,490.82
* * U nrcvicwcd
11,925
]72
2,020
7,540
21,657
802.09
408,491
876.59

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 4210
Description = PT STRAND IN DK SEGS Unit = KG Takeoff Quan:
PTS 5 Man PT Crew 47.50 CH Prod: 64.0001 UM
2PTGROUT PT Grout Material@l07% 1.97 M3 300.000
2PTSRACC PT Strand Accesso@107% 7.60 TE ] 50.000
2PTST Supply PT strand@107% 15,20298 KG 3.100
3PTEQUIP PT Equipment@107% 0.01 LS 200,000.000
] 5,203.000 Fngr Quan:
Lab Pcs: 5.00 Eqp Pcs
632
1,220
50,428
2,140
iW01 Ironworkcr Foreman 2.00 95.02 MH 28.000 4,265
IWOlI IronwarkerForeman 1.00 47.51 MH 28.000 2,132
LA02 Laborer,Skilled 2.00 95.02 MH 14.500 2,292
$63,109.30 0.0156 MH/KG 237.5500 MH [ 0388 ] 8,689 52,280 2,140
0.0031 Hr/Unit 4.7500 Shifts 0.0156 MH/Unit 0.57 3.44 0.14
_____> Item Totals: 4210 - PT STRAND IN DK SEGS
$63,109.30 O.O156 MH/KG 237.55 MH [ 0388 ] 8,689 52,280 2,140
,� 4.151 15203 KG 0.57 3.44 0.14
v
�
15,203.000
0.00
BID ITEM = 4230
Description = PT BAR IN DK SEGS Unit= KG Tal<eotFQuan: 619,020.000 F.ngr Quan: 619,020.000
4230 PT Bars in superstructure Quan: 619,020.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
Use 40 mhr/ton or SOlb/mhr
PTS 5 Man PT Crew 3,095.15 CH Prod: 39.9993 UM Lab Pcs: 5.00
2PTBAR PT Bar supply@107% 619,020.00 KG 5.000 3,311,757
IWO] ]ronworker Foreman 2.00 6,190.31 MH 28.000 277,833
iW011 Ironwarker Foreman 1.00 3,095.15 MH 28.000 138,916
LA02 Labarer,Skilled 2.00 6,190.31 MH 14.500 149,307
$3,877,812.06 0.0250 MH/KG 15,475.7700 MH [ 0.622 ] 566,055 3,311,757
0.0050 Hr/Unit 309.5150 Shifts 0.0250 MH/Unit 0.91 535
_____> Item Totals: 4230 - PT BAR IN DK SEGS
$3,877,812.06 0.0250 MH/KG 15,475.77 MH [ 0.622 ] 566,055 3,311,757
6.264 619020 KG 0.91 5.35
•.
Eqp Pcs: 0.00
Page 38
OS/04/2012 1221
Total
632
1,220
50,428
2,140
4,265
2,132
2,292
63,109
4.15
63,109
4.15
3,311,757
277,833
13 8,916
149,307
3,877,812
626
3,877,812
6.26

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
BIDITEM = 4250
Description = SEG CASTING & ERECTION EQUIP
4250 PC seg erection equipment
Assume that two 100t travel lifts req @#375K/ ea.
3FSEG010 2-Lane EB Seg For c�i l07% 3.00 EA
3FSEG020 2-Lane Pier Seg F@l07% 1.00 EA
3SEGLIFT SegmentLiftingD@107% 4.00 EA
86005C Straddle Crane -60T 2.00 LS
$1,830,700.00
Cost Report
Unit
Cost
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Unit= LS TakeoffQuan: 1.000 Engr Quan:
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
250,000.000 802,500
200,000.000 214,000
15,000.000 64,200
375,000.000 750,000
[ ] 1,080,700 750,000
_____> Item Totals: 4250 - SEG CASTING & ERECTION EQUIP
� $1,830,700.00
� ],830,700.000 1 LS
O
BIDITEM = 4260
Description = GROOVING DF.CK
GRIND Grinding Sub
4GRIND Grinding Sub@101%
$] 85,283.49
BID TTEM = 4270
Description = POT BEARINGS
4270 Pot Bearings
FRM22 Expansion Joint Crew #3
2BRNG031 EXP (>8900 KN)@107%
84515R 45 Ton R.T. (RT745)
84900C 200 Amp Wclder
CA01 Carpenter Foreman
D
w
�
1,080,700.00 750,000.00
[ ] 1,080,700 750,000
1,080,700.00 750,000.00
Unit= M2 TakeoffQuan: 52,414.000 Engr Quan.
Quan: 52,414.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
52,414.00 M2 3.500
Ll
550.00 CH
110.00 EA
1.00 550.00 HR
1.00 550.00 HR
1.00 550.00 MH
1.000
52,414.000
Page 39
OS/04/2012 1221
Total
802,500
214,000
64,200
750,000
1,830,700
1,830,700.00
1,830,700
1,830,700.00
185,283 185,283
185,283 185,283
3.54 3.54
Unit= LS TakeoffQuan: 1.000 Engr Quan: 1.000
Quan: 110.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 2.0000 US Lab Pcs: 6.00 Eqp Pcs: 2.00
l 2,285.000 1,445,945
100.610 23,821 31,515
4.120 616 1,650
23.000 20,247
1,445,945
55,336
2,266
20,247

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
BID [TEM = 4270
Description = POT BEARINGS Unit = LS
CA02 Carpenter Journeyman 2.00 1,100.00 MH 21.000
IW02 IronwarkerJorneyman 1.00 550.00 MH 26.000
LA03 Laborer, unskilled L00 550.00 MH 13.000
OP02 Operator,Crane<50 T 1.00 550.00 MH 26.000
$1,618,004.89 30.0000 MH/EA 3,300.0000 MH [ 715 ]
5.0000 Hr/Unit 55.0000 Shifts 30.0000 MH/Unit
_____> Item Totals: 4270 - POT BEARINGS
$],618,004.89 3,300.0000 MH/LS 3,300.00 MH [ 78650 ]
7,618,004.890 l LS
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
TakeoffQuan: 1.000 Engr Quan: 1.000
37,260
23,040
12,064
21,847
114,459 ],445,945
1,040.54 13,144.95
l l 4,459 1,445,945
1 ] 4,458.89 1,445,944.50
24,437 33,165
222.15 301.50
24,437 33,]65
24,436.50 33,165.00
� B�D ITEM = 4275 BL
�Description= ELASTOMF,TRICBEARINGPADS Unit= F,A TakeoffQuan: 6]4.000 Eng Quan: 6]4.000
4270 Bearing Pads Quan: 614.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from RPAMLICO2012 *****
FRM22 Expansion Joint Crew #3 614.00 CH Prod: 10.0000 US Lab Pcs: 3.00 Eqp Pcs: 0.00
2BRNU031 EXP (>8900 KN)@107% 614.00 EA 2,000.000 1,313,960
CA02 Carpenter Jowmeyman 2.00 1,228.00 MH 21.000 41,596
LA03 Laborer,unskilled 1.00 6]4.00 MH 13.000 13,468
$1,369,024.09 3.0000 MH/F.A 1,842.0000 MH [ 60.5 ] 55,064 1,313,960
1.0000 Hr/Unit 61.4000 Shifts 3.0000 MH/Unit 89.68 2,140.00
_____> Item Totals: 4275 - ELASTOMETRIC BEARING PADS
$1,369,024.09 3.0000 MH/EA 1,842.00 MH [ 60.5 ] 55,064 1,313,960
2,229.681 6l4 EA 89.68 2,140.00
BID ITEM = 4280
Description= EXPANSIONJOINTS Unit=
4280 Expansion Joints Quan
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
D
�
0
BL
M TakeoffQuan: 174.000 Engr Quan: 174.000
174.00 M Hrs/Shft: 10.00 Cal: 510 WC: NONE
Page 40
OS/04/2012 1221
Total
37,260
23,040
12,064
21,847
1,618,005
14,709.14
1,618,005
1,618,004.89
**Unrevicwcd
1,313,960
41,596
l 3,468
1,369,024
2,229.68
],369,024
2,229.68
* * U nrcvi ewcd

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 4280 BL
Description = EXPANSION JOINTS Unit = M TakeoffQuan: 174.000 Engr Quan: 174.000
FRM22 Expansion Joint Crew #3 290.00 CH Prod: 0.] 000 UM Lab Pcs: 6.00 Eqp Pcs: 2.00
2EXPJT-M Modular Expansion@107% 174.00 M 4,630.500 862,106
845] SR 45 Ton R.T. (RT745) 1.00 290.00 HR ] 00.610 12,560 ] 6,617
84900C 200 Amp Welder 1.00 290.00 HR 4.120 325 870
CA01 Carpenter Foreman 1.00 290.00 MH 23.000 10,676
CA02 Carpenter Joumeyman 2.00 580.00 MH 21.000 19,646
IW02 IronwarkerJomeyman 1.00 290.00 MH 26.000 12,148
LA03 Laborcr, unskilled 1.00 290.00 MH 13.000 6,361
OP02 Operator,Crane<50 T 1.00 290.00 MH 26.000 1],520
$952,829.24 10.0000 MH/M 1,740.0000 MH [ 238.333 ] 60,351 862,106 12,885 17,487
1.6667 Hr/Unit 29.0000 Shifts 10.0000 MH/Unit 346.85 4,954.64 74.05 100.50
_____> Item Totals: 4280 - EXPAN5ION JOINTS
,� $952,829.24 10.0000 MH/M 1,740.00 MH [ 238.333 ] 60,351 862,106 12,885 17,487
N 5,476.030 174 M 346.85 4,954.64 74.05 100.50
BIDITEM = 4290
Description = ACCESS SYSTEM
4290 Access System
4METAL Miscell. metal@101%
$10,94491
BID ITEM = 4300
Dcscription = APPROACH SLABS
4300 Approach Slabs
4CONC Concrete-Sub@101%
$33,914.79
D
�
�
Unit = KG Takeoff Quan: 9,262.000 Engr Quan:
Quan: 9,262.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
9,262.00 KG 1.170
�l
Unit = LS TakeoffQuan: 1.000 F,ngr Quan:
Quan: 41.00 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
41.00 M3 819.000
�l
Page 41
OS/04/2012 1221
Total
862,106
29,177
1,195
l 0,676
19,646
12,148
6,361
11,520
952,829
5,476.03
952,829
5,476.03
9,262.000
10,945 10,945
10,945 10,945
1.18 1.18
1.000
33,915 33,915
33,915 33,915
827.19 827.19

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
BIDITEM = 4310
Description = TWO BAR METAL RAIL
4310 Two bar metal rail
4GR Guard Rail-Sub@l Ol %
$7,540,748.88
4311 Two bar metal rail-Fishing Pier
4GR Guard Rail-Sub@10] %
9,]20.00 M
40.00 M
$33,073.46
d
'____> Item Totals: 4310 - TWO BAR METAL RAIL
�
� $7,573,82234
826.837 9160 M
Cost Report
Unit
Cost
Unit = M
Quan: 9,120.00 M
818.650
��
Quan: 40.00 M
818.650
�l
�
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
TakeoffQuan: 9,160.000 Engr Quan: 9,160.000
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Page 42
OS/04/2012 1221
Total
7,540,749 7,540,749
7,540,749 7,540,749
826.84 826.84
33,073 33,073
33,073 33,073
826.84 826.84
7,573,822 7,573,822
826.84 826.84
BID ITEM = 4320
Description = 355MM X 800MM CONC PARAPET Unit= M TakeoffQuan: 8,858.500 Engr Quan: 8,858.500
4305 S& P concrete Jersey Barrier Quan: 2,516.00 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
CNCO2 Conc Crew w/35 Ton RT 513.46 CH Prod: 0.7000 UM Lab Pcs: 7.00 F,qp Pcs: 5.00
2C0006 5000 PSI Concrete@107% 2,641.80 M3 ] 57.200 444,36]
84520R 35 Ton R.T. (RT635C) 1.00 513.47 HR 79.870 ] 8,572 22,439
85000C 5 KW GENERATOR ].00 513.47 HR 4.550 565 1,771
85320C Concr bucket 1.-5-3 C 1.00 513.47 HR 12.090 4,231 1,977
85360C Hi-Cycle Concrete Vibr 2.00 1,026.94 HR 1.410 1,037 41 l
CM02 Concrete Finisher Journeym 1.00 513.47 MH 18250 15,189
LA01 Laborer Foreman 1.00 513.47 MH 16.500 13,880
LA02 Laborer,Skilled 2.00 ],026.94 MH 14.500 24,769
LA03 Laborer, unskilled 2.00 1,026.94 MH 13.000 22,526
OP02 Operator,Crane<50 T 1.00 513.47 MH 26.000 20,396
$592,124.69 1.4285 MH/M3 3,594.2900 MH [ 25.985 ] 96,760 444,361 24,405 26,598
0.2041 Hr/Unit 51.3460 Shifts 1.4286 MH/Unit 38.46 176.61 9.70 10.57
D
�
N
444,361
41,011
2,336
6,208
1,448
15,189
13,880
24,769
22,526
20,396
592,125
23534

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
B�D ITEM = 4320
Description= 355MM X 800MM CONC PARAPF,T Unit= M Takeot�fQuan: 8,858.500 F.ng Quan: 8,858.500
4306 F& S Jersey Barrier Quan: 14,174.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
FRM02 Formwork Crew w/ 35 Ton RT 2,024.85 CH Prod: 1.0000 UM Lab Pcs: 7.00 Eqp Pcs: 2.00
3FM METAL FORMS@107% 320.00 M2 550.000 l 88,320
84520R 35 Ton R.T. (RT635C) 1.00 2,024.86 HR 79.870 73,239 88,486
85000C 5 KW GENERATOR 1.00 2,024.86 HR 4.550 2,227 6,986
CA01 Carpenter Foreman 1.00 2,024.86 MH 23.000 74,542
CA02 Carpenter Journeyman 4.00 8,099.43 MH 21.000 274,353
LA03 Laborer, unskilled 1.00 2,024.86 MH 13.000 44,415
OP02 Operator,Crane<50 T 1.00 2,024.86 MH 26.000 80,432
$833,000.80 1.0000 MH/M2 14,174.0100 MH [ 22.943 ] 473,742 188,320 75,467 95,472
� 0.1429 Hr/Unit 202.4850 Shifts 1.0000 MH/Unit 33.42 13.29 532 6.74
�
� 4307 Rub & Finish Jersey Barrier Quan: 14,173.56 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
AFNSH3 3 man Finisher Crew 2,024.79 CH Prod: 2.0000 UM Lab Pcs: 3.50 Eqp Pcs: 0.00
3CURF. Curing@]07% 14,173.56 M2 0.550 8,341
CMO1 Concrete Finisher Foreman 0.50 1,012.40 MH 2O.250 32,897
CM02 Concrete Finisher Journe}nn 3.00 6,074.38 MH 18.250 179,688
$220,926.50 0.5000 MH/M2 7,086.7800 MH [ 10.195 ] 212,585 8,341
0.1429 Hr/Unit 202.4790 Shifts 0.5000 MH/Unit 15.00 0.59
4308 S& P stainless rebar Quan: 125,800.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
2SRASS Resteel Acccssori@107% ]25,800.00 KG 0.250 33,652
2SRSS Reinforcing Steel@l07% 125,800.00 KG 4.250 572,076
4REBARSS Stainless Steel R@101 % 125,800.00 KG 0.580 73,694
$679,420.64 [ ] 605,727 73,694
4.82 0.59
_____> Item Totals: 4320 - 355MM X 800MM CONC PARAPET
$2,325,472.63 2.8057 MH/M 24,855.08 MH [ 60.401 ]
262.513 8858.5 M
D
�
W
Page 43
OS/04/2012 1221
Total
188,320
161,726
9,213
74,542
274,353
44,415
80,432
833,001
58.77
8,341
32,897
179,688
220,927
15.59
**Unrcviewed
33,652
572,076
73,694
679,421
5.40
783,088 1,050,088 ] 96,661 99,872 122,070 73,694 2,325,473
88.40 118.54 22.20 ll.27 13.78 8.32 262.51

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
BIDITEM = 4330
Description = FILTF.R FABRIC FOR DRAINAGE
4330 Filter fabric for drainage
4LAND Landscapc-Sub(c�101%
$7,416.35
Cost Report
Unit
Cost
Page 44
OS/04/2012 1221
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract Total
Unit= M2 TakeoffQuan: 627.600 Engr Quan: 627.600
Quan: 627.60 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
627.60 M2 11.700 7,416 7,416
[ ] 7,416 7,416
11.82 ll.82
BID ITEM = 4340
Description = SOLAR ARRAY SUPPORT PLATFORM Unit= LS Tal<eoffQuan: 1.000 Engr Quan:
,� 4340 Solar array support platform Quan: 3,388.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
�
�
4METAL Misccll. mctal cD101% 3,388.00 KG 1.170
$4,003.60 [ ]
BID TTEM = 4350
Description = TELEPHONE COND & INSF.RTS Unit= LS TakeoffQuan: 1.000 6ngr Quan:
4350 Telephone cond & inserts Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
4ELFC Electrical Subcon@101% 4,425.00 M 40.930
$] 82,926.40 [ ]
BIDITEM = 4360
Description = POWER & CATV SLEF.VES & DUCTBANKS
4360 Power & CATV sleeves and ductbanks
4ELEC Electrical Subcon@101 % 4,425.00 M
$104,535.76
D
�
�
Unit = LS Takeoff Quan: 1.000 Engr Quan:
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
23.390
�]
1.000
4,004 4,004
4,004 4,004
1.18 1.18
1.000
182,926 182,926
182,926 182,926
] 82,926.40 182,926.40
1.000
104,536 104,536
104,536 104,536

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
BID [TEM = 4360
Description = POWER & CATV SLEEVES & DUCTBANKS
BIDITEM = 4370
Description = GRANITE SLOPE PAVING
4370 Granite slope paving
4LAND Landscape-Sub@101%
$2,363.40
d
�
�
BID ITEM = 4380
Description= NAVIGATION LIGHTS
4380 Navigation Lights
4ELEC Elcctrical SuUcon@101 %
$23,623.90
Page 45
OS/04/2012 1221
Cost Report
Unit Perm Constr Equipment Equipment Sub-
Cost Labor Material Matl/Exp Ownership Operation Contract Total
Unit = LS Takeoff Quan: 1.000 Engr Quan: 1.000
104,535.76 104,535.76
Unit= M2 TakeoffQuan: 200.000 EngrQuan: 200.000
Quan: 2,002.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
200.00 M2 11.700 2,363 2,363
[ ] 2,363 2,363
1.18 1.18
Unit= LS TakeoffQuan: 1.000 Engr Quan:
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
].00 LS 23,390.000
�]
B�D ITEM = 5300
Description = RFMOVF. EXISTING BRIDGF. RAIL(FISHING PIER
530 REMOVE EXISTING BRIDGE RAIL
4GR-1 GUARDRAILSUB@l Ol % 732.00 M
$147,864.00
D
�
cn
1.000
23,624 23,624
23,624 23,624
23,623.90 23,623.90
BL
Unit = M TakcotiQuan: 732.000 Engr Quan: 732.000
Quan: 732.00 M Hrs/Shft: 10.00 Cal: 510 WC: NONE
* * Unrevicwed
200.000 147,864 147,864
[ ] 147,864 147,864
202.00 202.00

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
BIDITEM = 5310
Description = TWO BAR METAL RAIL (FiSH PIER) Unit= M
4310 Two bar metal rail Quan: 744.00 M
4GR Guard Rail-Sub@l Ol % 744.00 M 818.650
$6]5,166.36 [ ]
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
WJB
TakeoffQuan: 744.000 Engr Quan: 744.000
Hrs/Shft: 10.00 Cal: 510 WC: NONE
BID ITEM = 531] WJB
Description = REMOVABLE TRAFFIC BARRIER (FISH PIER) Unit= M TakeoffQuan: 12200 Engr Quan:
;� A ALW FOR REM TRAF'F BARRIER Quan: 12.20 M Hrs/Shft: 10.00 Cal: 510 WC: NONE
�
V
4ALWREMBARR ALW FOR REMVABL B@ 1220 M 750.000
$9,241.50 [ ]
Page 46
OS/04/2012 1221
Total
6] 5,166 615,166
6]5,166 615,166
826.84 826.84
12.200
9,242
9,242
757.50
BID TTEM = 5320 WJB
Description = 355MM X 800MM CONC PARAPET (FISH PIER) Unit = M Takeoff Quan: 744.000 Engr Quan: 744.000
4305 S& P concrete Jersey Barrier Quan: 2ll.34 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
CNCO2 Conc Crew w/35 Ton RT 43.12 CH Prod: 0.7000 UM Lab Pcs: 7.00 Eqp Pcs: 5.00
2C0006 5000 PSi Concrete@107% 221.78 M3 157.200 37,304
84520R 35 Ton R.T. (RT635C) 1.00 43.13 HR 79.870 1,560 1,885
85000C 5 KW GENERATOR 1.00 43.13 HR 4.550 47 149
85320C Concr bucket l.-5-3 C 1.00 43.13 HR 12.090 355 l66
85360C Hi-Cycle Concrete Vibr 2.00 86.26 HR 1.410 87 35
CM02 Concrete Finisher Journeym 1.00 43.13 MH 18.250 1,276
LA01 Laborer Foreman 1.00 43.13 MH 16.500 1,166
LA02 Laborer,Skilled 2.00 86.26 MH 14.500 2,081
LA03 Laborer, unskilled 2.00 86.26 MH 13.000 1,892
OP02 Operator,Crane<50 T 1.00 43.13 MH 26.000 1,713
$49,715.96 1.4285 MH/M3 301.9100 MH [ 25.984 ] 8,128 37,304 2,050 2,234
0.2040 Hr/Unit 4.3120 Shifts 1.4286 MH/Unit 38.46 ] 76.51 9.70 ] 0.57
D
�
rn
**Unrcvicwcd
9,242
9,242
757.50
37,304
3,445
196
521
122
1,276
],166
2,081
1,892
1,713
49,716
235.24

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
B�D ITEM = 5320 WJB
Description= 355MM X 800MM CONC PARAPF,T (FISH PIER) Unit= M TakeoffQuan: 744.000 6ng Quan: 744.000
4306 F& S Jersey Barrier Quan: 1,190.64 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
FRM02 Formwork Crew w/ 35 Ton RT 170.09 CH Prod: 1.0000 UM Lab Pcs: 7.00 Eqp Pcs: 2.00
3FM METAL FORMS@107% 27.03 M2 550.000 15,907
84520R 35 Ton R.T. (RT635C) 1.00 170.09 HR 79.870 6,152 7,433
85000C 5 KW GENERATOR L00 170.09 HR 4.550 l 87 587
CA01 Carpenter Foreman 1.00 170.09 MH 23.000 6,262
CA02 Carpenter Journeyman 4.00 680.37 MH 21.000 23,046
LA03 Laborer, unskilled 1.00 170.09 MH 13.000 3,731
OP02 Operator,Crane<50 T 1.00 170.09 MH 26.000 6,756
$70,061.26 1.0000 MH/M2 1,190.6400 MH [ 22.943 ] 39,795 15,907 6,339 8,020
� 0.1429 Hr/Unit 17.0090 Shifts 1.0000 MH/Unit 33.42 1336 532 6.74
�
� 4307 Rub & Finish Jersey Barrier Quan: 1,190.64 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
AFNSH3 3 man Finisher Crew 170.09 CH Prod: 2.0000 UM Lab Pcs: 3.50 Eqp Pcs: 0.00
3CURF. Curing@]07% 1,190.64 M2 0.550 70]
CMO1 Concrete Finisher Foreman 0.50 85.05 MH 2O.250 2,764
CM02 Concrete Finisher Journe}nn 3.00 510.28 MH 18.250 15,095
$18,559.08 0.5000 MH/M2 595.3300 MH [ 10.195 ] 17,858 701
0.1429 Hr/Unit 17.0090 Shifts 0.5000 MH/Unit 15.00 0.59
4308 S& P stainless rebar Quan: 10,565.29 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
2SRASS Resteel Acccssori@107% 10,56529 KG 0.250 2,826
2SRSS Reinforcing Steel@107% 10,565.29 KG 4.250 48,046
4RF,BARSS Stainless Steel R@101 % 10,565.29 KG 0.580 6,189
$57,061.03 [ ] 50,872 6,189
4.82 0.59
_____> IYem Totals: 5320 - 355MM X 800MM CONC PARAPET (FISH PIER)
$] 95,397.33 2.8062 MH/M 2,087.88 MH [ 60.412 ]
262.631 744 M
D
�
�
Page 47
OS/04/2012 1221
Total
15,907
13,585
774
6,262
23,046
3,731
6,756
70,061
58.84
701
2,764
15,095
18,559
15.59
**Unrcviewed
2,826
48,046
6,189
57,061
5.40
65,781 88,176 16,608 8,389 10,254 6,189 195,397
88.42 118.52 2232 ll.28 13.78 8.32 262.63

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
BIDITEM = 5325
Description = STR IMP. TO RETAINED BRDGEPORT.(1200')( Unit= LS
5325 STR IMPR TO RETAINED PORTION OF BRIDGE Quan: 1.00 LS
4STRSUBIMPR SUB FOR STR IMROV@l ].00 LS 500,000.000
$505,000.00 [ ]
BID ITEM = 9100
Description = OVERHEADS
d 9200 Site Facilities - Complete
�
�
Operators & drivers for yard equip 20000 hrs
804040 --> ] 85 CFM 170 HP 6,000.00 HR
804320 =_> 20-50 KW GENER 50- 6,000.00 HR
804380 =_> 400 AMP WELDER 6,000.00 HR
805020 --> FLATBAD TRACTO 6,000.00 HR
81 1 WTRBL 2,000.00 HR
83130C -> Water truck 2500 GA 500.00 HR
83140C --> Boom truck-12 TON 6,000.00 HR
83150C --> Lowboy 60 ton trailer 4,000.00 HR
83185C Small Vac Sweeper 500.00 HR
83400C =_> Cat 950F (170 HP) 500.00 HR
83800C =_> Bobcat 553-21 S HP 2,000.00 HR
84535R => 18 Ton R.T. (RT420) 6,000.00 HR
85 ] OSC => Pump 3-in Subm. Elect 2,000.00 HR
85335C => Sandblaster 500.00 HR
85355C =_> Concrete Conveyor 500.00 HR
85845R =_> Boat, Supe�visor(Boss) 1,000.00 HR
85850R Boat, Personnel 25 Per 1,000.00 HR
85855R Boat, Personnel 10 Per 1,000.00 HR
86115C Light Plant 6,000.00 HR
86120C =_> Arrow Board 6,000.00 HR
8TURNTABL Turntable for Readym 2.00 EA
OP02 =_> Operator,Crane<50 T 24,000.00 MH
$2,562,297.60 24,000.0000 MH/LS 24,000.0000 MH
•.
Unit =
Quan
18.520
23.890
11.250
30.830
15.000
33.640
17.980
23.000
37.420
65.070
18.120
65.450
4.560
20.670
15.760
22.220
70.090
42.070
3.370
5.450
75,000.000
26.000
[ 686400 ]
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BL
TakeoffQuan: 1.000 Engr Quan:
Hrs/Shft: 10.00 Cal: 510 WC: NONE
LS TakeoffQuan: 1.000 Engr Quan:
1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
953,338
953,338
22,920 88,200
31,440 111,900
11,400 56,]00
49,380 135,600
30,000
5,070 11,750
69,480 38,400
53,600 38,400
18,710
13,735 18,800
17,240 l 9,000
171,000 221,700
4,520 4,600
8,O10 2,325
2,680 5,200
3,420 18,800
70,090
42,070
20,220
16,200 l 6,500
l 60,500
821,685 787,275
1.000
Page 48
OS/04/2012 1221
Total
* * U nrcvi cwed
505,000 505,000
505,000 505,000
505,000.00 505,000.00
1.000
ll 1,120
143,340
67,500
184,980
30,000
16,820
107,880
92,000
18,7] 0
32,535
36,240
392,700
9,120
10,335
7,880
22,220
70,090
42,070
20,220
32,700
160,500
953,338
2,562,298

DMJM Harris
RBON20120PT1
Baris Lenderman
Actrvity
Resource
BONNER 2072 REVISION ](OPTl)
Description
BID [TEM = 9100
Description = OVERHF,ADS
I90120 Supervison - Salaricd
L236 --> Project Managcr
L240 =_> Project Engineer
L242 --> Field F,nginc�r
L243 —> Schedule Engineer
L244 =_> Office Engineer
L246 --> QC Engineer
L248 --> Secretary
L249 —> Office Manager
L250 —> Clerk
,� L252 =_> Runner
p $3,860,622.18 80,256.0000 MH/LS
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Unit = LS
24,000.0000 MH/Unit
Quan: 1.00 LS
7,744.00 MH 62.500
7,744.00 MH 58.000
10,560.00 MH 38.500
6,000.00 MH 38.500
12,600.00 MH 38.500
4,000.00 MH 38.500
6,336.00 MH 17.000
6,336.00 MH 45.000
12,600.00 MH 17.000
6,336.00 MH 13.000
80,256.0000 MH [ 2907448.8 ]
80,256.0000 MH/Unit
I90125 Supervision Hourly Quan: 1.00 LS
Mechanic 3# av 30 mths x 176 hrs = 15840 hrs
4# Supers x av 30 mths x 176 hrs = 21120 hrs
L165 —> Mechanic 15,840.00 MH 35.000
L232 —> General Superintendent 6,336.00 MH 58.000
L238 --> Superintendent 2],120.00 MH 45.000
L2421 =_> Party Chief 7,000.00 MH 38.000
L2423 =_> Rodman 14,000.00 MH 25.000
L2424 => Instrument man 14,000.00 MH 30.000
$3,945,70032 78,296.0000 MWLS 78,296.0000 MH [ 2963728 ]
78,296.0000 MH/Unit
I90130 Project Vehicles Quan: 1.00 LS
83000C —> Pick-Up 1/2 Ton 138,000.00 HR 15.310
$2,ll2,780.00 [ ]
I90150
83110C
$313,680.00
D
�
�
Mechanic budget
__> Mcch.Tkr-1 TON 12,000.00 HR
Quan: 1.00 LS
26.140
�l
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
TakeoffQuan: 1.000 Engr Quan: 1.000
953,337.60 821,685.00 787,275.00
Hrs/Shft: 10.00 Cal: 510 WC: NONE
614,680
573,2ll
536,606
304,890
640,269
203,260
159,857
370,973
317,898
138,978
3,860,622
3,860,622.18
Hrs/Shft: 10.00 Cal: 510 WC: NONE
804,910
468,991
1,236,576
362,544
491,400
581,280
3,945,700
3,945,700.32
Hrs/Shft: 10.00 Cal: 510 WC: NONE
622,380 1,490,400
622,380 1,490,400
622,3 80.00 I ,490,400.00
Hrs/Shft: 10.00 Cal: 510 WC: NONE
70,080 243,600
70,080 243,600
Page 49
OS/04/2012 1221
Total
2,562,297.60
614,680
573,21 1
536,606
304,890
640,269
203,260
159,857
370,973
317,898
138,978
3,860,622
3,860,622.] 8
804,910
468,991
1,236,576
362,544
491,400
581,280
3,945,700
3,945,700.32
2,] 12,780
2,112,780
2,1 12,780.00
313,680
313,680

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
BID [TEM = 9100
Description = OVERHF,ADS
I90220 Subsistance
9SUB8 Subsistancc
9SUB9 Subsistance
$1,368,600.00
I90225 Consumables
9DH1 Safety Supplies
9DH3 Small Tools
d $369,884.29
�
�
I90250 Travel & Other Expenses
3ZF53 Admin/STAFF Expen@107
3ZF60 Project Signs@107%
9601 Joint venture expenses
9MEDICAL Medical Expenses
9SUB1 Air Fare, single
9TR001 Crew Relocation
9TR002 Frmn Rclocation
9TR006 Home Office travel
$411,027.17
I90310 Office Supply
9SU001 Supplies
9SU005 PHOTOS
9SU008 Fedex/Postage
$ ] ,669.92
I90420 Engineering Services
4ENG Engineering@101%
D
�
0
300.00 MO
720.00 MO
626,922.53 HR
626,922.53 HR
42.00 MO
1.00 LS
1.00 LS
1.00 LS
42.00 EA
12.00 EA
12.00 EA
42.00 MOS
42.00 MOS
42.00 MOS
42.00 MOS
1.00 LS
Cost Report
Unit
Cost
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Unit = LS Takeoff Quan: 1.000 Engr Quan: 1.00
70,080.00 243,600.00
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
1,754.000 526,200
1,170.000 842,400
[ ] 1,368,600
7,368,600.00
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
0.120 75,231
0.470 294,654
[ ] 369,884
369,88429
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
2,000.000 89,880
5,000.000 5,350
1.170 1
87,712.000 87,712
2,924.000 122,808
1,754.000 21,048
2,924.000 35,088
1,l 70.000 49,140
[ ] 411,027
411,027.17
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
16.370 688
5.850 246
17.540 737
[ ] 1,670
1,669.92
Quan: 1.00 DA Hrs/Shft: 10.00 Cal: 510 WC: NONE
87.713.000
Page 50
OS/04/2012 1221
Total
313,680.00
** Unrcviewed
526,200
842,400
1,368,600
1,368,600.00
75,231
294,654
369,884
369,884.29
89,880
5,350
1
87,712
122,808
21,048
35,088
49,140
411,027
411,027.17
688
246
737
1,670
1,669.92
88,590 88,590

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 9100
Description = OVERHF,ADS Unit = LS TakeoffQuan: 1.000 Engr Quan:
$88,590.13 [ ]
I90610 Communications Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
805260 RADIOS 66,000.00 HR 1.010 66,660
9DCO2 Copy machine 3.00 EA ] 1,695.000 35,085
9DC05 Computer 20.00 F,A 3,509.000 70,180
9SU009 Phone/Fax 840.00 DA 81.860 68,762
9SU014 Cell Pl�one Costs 840.00 DA 58.480 49,123
$289,8]0.60 [ ] 223,151 66,660
223,150.60 66,660.00
d I90912 Testing Lab Quan: 1.00 LS Hrs/Shf't: 10.00 Cal: 510 WC: NONE
�
N
4ECONC ConcrcteTesting@101% 1.00 LS 58,475.000
$59,059.75 [ ]
I92150 Trailers & Utilities Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
805140 --> OFFICE TRAILER 42.00 MOS 921.380 26,487 14,920
805141 Engs/clients office 1.00 LS 150,000.000 160,500
85225C Tool/Office Vans 45' 42.00 MOS 500.000 21,000
9DH4 Ice and Water 626,922.53 HR 0.175 109,711
9SU002 Electric 42.00 MOS 585.000 24,570
9SU003 Portajons 42.00 MOS 585.000 24,570
9SU004 Dumpsters 42.00 MOS 1,170.000 49,140
9SU007 Water/Sewer 42.00 MOS 585.000 24,570
9SU015 OfficeCleaning 42.00 MOS 1,170.000 49,140
$504,608.25 [ ] 281,701 207,987 14,920
281,701.44 207,986.73 14,920.08
I94010 Bond & Insurance Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
To use auot calculation for buildre's risk add bid marup percent to the adjustment field
3Z130 Builders Risk@107% 220,000.00 YD 1.045 246,040
9GA0] Insurance Costs 220,000.00 YD 6.844 1,505,680
9TX001 Pennits 1.00 K$ 29,238.000 29,238
9TX003 Performance Bond 220,000.00 YD 6.935 1,525,898
D
�
�
Page 51
OS/04/2012 1221
Total
1.000
88,590 88,590
88,590.13 88,590.13
** Unrcvicwed
66,660
35,085
70,180
68,762
49,] 23
289,811
289,810.60
59,060 59,060
59,060 59,060
59,059.75 59,059.75
41,407
160,500
21,000
109,71 l
24,570
24,570
49, l 40
24,570
49,140
504,608
504,60825
246,040
1,505,680
29,238
1,525,898

DMJM Harris
RBON20120PT] BONNER 2072 REVISION ](OPTl)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Page 52
OS/04/2012 1221
Total
BID [TEM = 9100
Description = OVERHF,ADS Unit = LS TakeoffQuan: 1.000 Engr Quan: 1.000
$3,306,856.08 [ ] 3,306,856 3,306,856
3,306,856.08 3,306,856.08
I94020 Taxes & Duties Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
9AGENT Agent Fees 4.00 EA 585.000 2,340 2,340
9TX008 Equipment Tax, 4% ] 70,000.00 C 1.754 298,180 298,] 80
$300,520.00 [ ] 300,520 300,520
300,520.00 300,520.00
_____> Item Totals: 9100 - OVFRHFADS
$]9,495,706.29 182,552.0000 MH/LS 182,552.00 MH [ 6557576.8 ] 8,759,660 6,263,410 1,788,792 2,536,195 147,650 ]9,495,706
�]9,495,706.290 l LS 8,759,660.10 6,263,409.50 I,788,791.73 2,536,195.08 ]47,649.88 19,495,706.29
�
W
$188,219,438.64 *** Report Totals *** 618,351.32 MH 23,736,231 66,990,397 18,803,001 14,196,393 10,881,038 53,612,380 188,219,439
»> indicates Non Additive Activity
------Report Notes:------
The estimate was prepared with TAKEOFF Quantities.
This report shows TAKEOFF Quantities with the resources.
"Unreviewed" Activities are marked.
Bid Date: Owner: F,ngineering Firm:
Estimator-In-Charge:
* on units of MH indicate average labor unit cost was used rather than base rate.
[] in the Unit Cost Column = Labor Unit Cost Without Labor Burdens
In equipment resources, rent o and EOE o not = 100o are represented as XXXoYYY where XXX=Rento and YYY=EOEo
------Calendar Codes------
508 REG 40 HR WF,EK DAY SHIFTS
510 M-F 10 HOURS PER DAY (Default Calendar)
610 MO - SA 10 HR/DAY
OFF OFFSHIFT
D
�
N

B-2500 Pamlico Bridge Cost Study
BONNER PARALLEL
BRIDGE COST REPORT -
OPTION 2
(Revision 2 of AECOM Estimate 04/26/12
; .,

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 207 2 REVISION 2(OPT 2)
Description
Quantity
Pcs Unit
BIDITEM = 2900
Description = CONSTR & RI;MOVAL OF TEMP ACCI:SS
Cost Report
Unit
Cost
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Unit= LS TakeoffQuan: 1.000 F,ngr Quan: 1.000
100 Install & remove trestle for 250t Marine Quan: 6,000.00 LF Hrs/Shft: 10.00 Cal: 510 WC: NONE
1400m req + 20 fingers x 20m = 1800m or 60001f
Buy a total of 2336' = 73# section x 32' as GLF have 73# available.
From info from K. Latham broker assume wt/lf = 10291bs @$0.50 =$515/lf
Assume 24"dia x 1/2" wall pipe piles x 60'= 1261b/lf x$0.50 =$63/lf.
Pipe pile cost/lf 2# x 60'x $63/lf =$7560/16'=$472.5/lf or 14#x23# x60 = 193201f say
200001f
Assume 12" x 12" oak decking @$10/sf x 35' _$350/lf
Trestle & dk cost/lf =$865/lf x 2336 lf =$2020640 salvage @ SOo say lm.
Alternatively use GLF trestle from Wilmington $2,100,000 x SOo =$1,O50M.
� Erect & remove - figure trestle at piers assume 23# x 96'= 2304'.
i Assume that av of 4# 24" d pipe piles @16'cc are driven for 1 x 32'section & 32'of
� trestle can be installed and removed in two days i.e 161f /day I& R
Haul say 10001bs /lf x 2336 23360001bs/44000 = 53 lds x$1000 =$53,000.
PILE Pile Crew Sheet 3,750.00 CH Prod: 16.0000 US Lab Pcs:
3PIPEP�LE 24" pipe pilE@107% 52,08333 LF 63.000
3SALVAGE Salvage pipe pile@107% 52,083.33 LF -20.000
3SUPPLIES Welding/slings/mi@107% 375.00 DAY 500.000
3TRESTLE Trestle@l07% 6,000.00 LF 450.000
4HAUL Haul Carolina to@] O1% 138.02 TRIP 1,169.500
84308R American 7260 100T 1.00 3,750.00 HR 163.010
8491 OC 400 Amp Welder 1.00 3,750.00 HR 1].250
85130C Pump 10 in Cent 350 1.00 3,750.00 HR 35.870
85610C lce 4l6 Vibro 65T 1.00 3,750.00 HR 109.6] 0
85655C Delmag D30-32 & LEAD 1.00 3,750.00 HR 82.960
OPO4 Operator, Crane 91T 1.00 3,750.00 MH 28.000 ] 59,552
OP12 Oiler 1.00 3,750.00 MH 14.000 85,401
PDO1 Piledriver Foreman 1.00 3,750.00 MH 23.000 136,589
PD02 PiledriverJourneyinan 3.00 ll,250.00 MH 21.000 377,071
$7,917,745.77 3.7500 MH/LF 22,500.0000 MH [ 88 ] 758,613
0.6250 Hr/Unit 375.0000 Shifts 3.7500 MH/Unit 126.44
104 S,I & R timber mats@ N& S ends Quan: 50,000.00 SF Hrs/Shft: 10.00
No salvage allowed as it is likely that mats will be damaged or buried. assume 395m @ N&
329m @ s = 724m
724m x 10m- 7240m2 or 80000sf
AOP1 45 Ton RT w/Operator 320.00 CH Prod: 250.0000 UH Lab Pcs:
D
�
W
Page 1
OS/04/2012 12:08
Total
6.00 Eqp Pcs: 5.00
3,510,937 3,510,937
1,1 14,583 -1,ll4,583
200,625 200,625
2,889,000 2,889,000
163,029 163,029
314,288 297,000 611,288
7,125 35,063 42,188
52,950 81,563 134,513
153,225 257,813 411,038
] 78,538 132,563 31 ],] 00
159,552
85,401
136,589
377,071
5,485,979 706,125 804,000 163,029 7,917,746
914.33 117.69 134.00 27.17 1,319.62
Cal: 510 WC: NONE
4.00 Eqp Pcs: 2.00

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 207 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
BID [TEM = 2900
Description = CONSTR & REMOVAL OF TEMP ACCESS Unit = LS
3TTMBER M Timber mats 5'@l07% 80,000.00 SF ] 0.000
8321 OC Cat D6H(] 70 Hp) 1.00 320.00 HR ] 08.280
845]SR 45 Ton R.T. (RT745) 1.00 320.00 HR 100.610
LA02 Laborer,Slcilled 2.00 640.00 MH 14.500
OP02 Operator,Crane<50 T 2.00 640.00 MH 26.000
$963,703.55 0.0160 MH/SF 1,280.0000 MH [ 0.356 ]
0.0040 Hr/Unit 32.0000 Shifts 0.0]60 MH/Unit
230001 Mob/Demob Dredge Quan: 1.00 LS
4DREDGINGM Mob & dcmob dredg@101 1.00 LS 175,425.000
$]77,179.25 [ ]
d
� 230002 Dredge and Dispose Quan: 1.00 CY
Assume cost to keep Oregon Inlet open is $8m /yr x 3 yrs =$24m as a check cost
4DRF.DGING Mob and demob@l01% 300,000.00 M3 87.710
$26,576,130.00 [ ]
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
TakeoffQuan: 1.000 Engr Quan: 1.000
856,000
15,674 ] 8,976
13,859 18,336
241 Select fill & minor excav Quan: 25,000.00 CY
assume same area as timber mats 724 m x lOm =7240m2
7240 x 1 m= 7240m3 or 15000tonne of agregate
F.XCV Excavate w/Backhoe 500.00 CH Prod: 500.0000 US
2B0050.20 #5 (1-U2)@]07% 15,000.00 TON 20.000
804480 D-6 DOZER 140 HP 1.00 500.00 HR 96.000
804560 LOADER 3-CY 130 1.00 500.00 HR 52.860
83165C Dump Truck 12 CY 1.00 500.00 HR 80.600
84225C Cat CS563 7' Vib Rolle 1.00 500.00 HR 59.790
LA01 Laborer Foreman 1.00 500.00 MH 16.500
LA02 Laborer,Skilled 1.00 500.00 MH 14.500
LA03 Labarer, unskilled 1.00 500.00 MH 13.000
OP08 Operator, Backlioe 2.00 1,000.00 MH 23.000
$537,653.43 0.1000 MH/CY 2,500.0000 MH [ 1.98 ]
0.0200 Hr/Unit 50.0000 Shifts 0.1000 MH/Unit
2900 Marine equip & crew for all opper Marine Quan: 1.00 LS
D
�
�
15,436
25,422
40,859 856,000 29,533 37,312
0.51 10.70 0.37 0.47
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Hrs/Shft: 10.00 Cal: Sl0 WC: NONE
Page 2
OS/04/2012 12:08
Total
856,000
34,650
32,195
15,436
25,422
963,704
] 2.05
177,179 177,179
177,179 177,] 79
177,] 79.25 177,179.25
26,576,130 26,576,] 30
26,576,130 26,576,130
26,576,130.00 26,576,130.00
Lab Pcs: 5.00 Eqp Pcs: 4.00
32 ] ,000
22,]25 25,875
] 0,155 l 6,275
9,275 31,025
11,695 18,200
13,516
l 2,060
10,967
35,485
72,028 321,000 53,250 91,375
2.88 12.84 2.13 3.66
Hrs/Shft: 10.00 Cal: 510 WC: NONE
321,000
48,000
26,430
40,300
29,895
13,516
12,060
10,967
35,485
537,653
21.51

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNSR 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
BID [TEM = 2900
Description = CONSTR & REMOVAL OF TEMP ACCESS Unit = LS
Assume access stn 277 - 281 = 395m is road & mats
Stn 281 - 295 = 1400m is trestle with fingers
Stn 295 -318 is dredged & marine wk.
Stn 318 - 321 = 329m is road & mats
803260 —> Carpenter barge 32'xl 9,000.00 HR 5].150
803340 =_> BARGE 140x45x8-6 18,000.00 HR 102.130
803370 => BARGE 150x52x9-3 15,200.00 HR l 16.610
803440 =_> BARGF, 250x72x16 3,000.00 HR 385.070
803460 => 12000 LB WINCH 12 18,000.00 HR 9.680
803480 =_> 50000 LB WINCH G 15,200.00 HR 15.550
803500 => 70000 LB WINCH R 3,000.00 HR 26.130
803560 => SEADOZER I 550 H 15,800.00 HR ] 24.050
803620 SKIFF 18' 30,000.00 HR 2.000
d 803680 OUTBOARD MOTOR 25 30,000.00 HR 9.000
� 803700 OUTBOARD MOTOR ] 50 9,000.00 HR 21.000
� L205 =_> Captain 15,800.00 MH 28.200
L215 => Deck Hand 31,600.00 MH 2l .630
$]0,472,596.14 47,400.0000 MWLS 47,400.0000 MH [ 1241974.8 ]
47,400.0000 MH/Unit
910001 Mobilize Equipment Marine Quan: 1.00 LS
4HAUL.01 HAUL Carolina@l O1 % ].00 LS 584,750.000
$590,597.50 [ ]
_____> Item Totals: 2900 - CONSTR & REMOVAL OF TEMP ACCESS
$47,235,605.64 73,680.0000 MH/LS 73,680.00 MH [ 1847986.8 ]
47,235,605.640 1 LS
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
TakeoffQuan: 1.000 Engr Quan: 1.000
378,000 82,350
1,521,155 445,869
1,355,232 417,240
892,765 343,310
97,740 76,500
146,680 89,680
51,840 26,550
605,] 40 1,354,850
60,000
27Q000
189,000
787,309
1,281,387
2,068,696 5,567,552 2,836,349
2,068,695.64 5,567,552.00 2,836,348.50
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Page 3
OS/04/20] 2 l 2:08
Total
460,350
1,967,024
1,772,472
1,236,075
174,240
236,360
78,390
1,959,990
60,000
270,000
189,000
787,309
1,281,387
10,472,596
] 0,472,596.14
590,598 590,598
590,598 590,598
590,597.50 590,597.50
2,940,196 32],000 6,341,979 6,356,460 3,769,036 27,506,935 47,235,606
2,940,196.04 321,000.00 6,341,979.02 6,356,459.80 3,769,035.50 27,506,935.28 47,235,605.64
BIDITEM = 2910
Description = REMOVAL OF EXISTING BRIDGE Unit = LS TakeoffQuan:
Assume length 4.25km x llm =46,750M2-THIS ORIGINAL ASSUMPTION
AS MEASURED IN 2012 VIA ON SCREEN TAKEOFF:
D
�
cn
1.000 Engr Quan: 1.000

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 207 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Page 4
OS/04/2012 12:08
Total
BID [TEM = 2910
Description = REMOVAL OF EXISTING BRIDGE Unit = LS TakeoffQuan: 1.000 Engr Quan: 1.000
**THE TOTAL LENGTH OF THE EXISTING BRIDGE IS 12,952 LF; THE EXISTING BRIDGE WIDTH VARIES.
1. FOR W= 40'-O" (SOUTH APPROACH W/ CATWALK) L= 1,230 LF.
A= 1,230 X 40 = 49,200 SF.
2. FOR W= 33'-6" (MIDDLE PORTION) L= 10,423 LF.
A= 10,423 X 33.5 = 349,171 SF.
3. FOR W= 40'-10" (NORTH APPROACH)L = 1,299 LF.
A= 1,299 X 40.83 = 53,043 SF.
TOTAL AREA =(49,200 + 349,171 + 53,043) = 451,414 SF X 0.0929 = 41,937 M2.
HOWEVER, WE DO NOT KNOW WHAT PREVIOUS ASSUMPTIONS WERE MADE IN DETERMINING THE AVG WIDTH FOR THE BID QUANTITY TO ACCOUNT FOR PROTRUDING PILE
CAPS, ETC....THEREFORE, WE HAVE LEFT THE QUANTITY UNCHANGED.
d
� 2910 Removal of existing Brige Marine Quan: 46,750.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
Assume length 4.25km x llm =46750M2-THIS IS ORIGINAL ASSUMPTION
MEASURED BY ON SCREEN TAKEOFF:
**THE TOTAL LENGTH OF THE EXISTING BRIDGE IS 12,952 LF; THE EXISTING BRIDGE WIDTH VARIES.
1. FOR W= 40'-0" (SOUTH APPROACH W/ CATWALK) L= 1,230 LF. A= 1,230 X 40 = 49,200 SF.
2. FOR W= 33'-6" (MIDDLE PORTION) L= 10,423 LF. A= 10,423 X 33.5 = 349,171 SF.
3. FOR W= 40'-10" (NORTH APPROACH)L = 1,299 LF. A= 1,299 X 40.83 = 53,043 SF.
TOTAL AREA =(49,200 + 349,171 + 53,043) = 451,414 SF X 0.0929 = 41,937 M2.
HOWEVER, WE DO NOT KNOW WHAT PREVIOUS ASSUMPTIONS WERE MADE IN DETERMINING THE AVG WIDTH FOR THE BID QUANTITY TO ACCOUNT FOR PROTRUDING PILE
CAPS, ETC....THEREFORE, WE HAVE LEFT THE QUANTITY UNCHANGED.
4DEM0 Demolition Sub@101% 46,750.00 M2 175.000 8,263,063 8,263,063
$8,263,062.50 [ ] 8,263,063 8,263,063
]76.75 176.75
BID ITEM = 2970
Description = FOiJNDATION EXCAVATION
There are no activities in this biditena.
D
�
rn
Unit= LS TakeoffQuan: 1.000 Engr Quan: 1.000

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNSR 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BIDITEM = 2980
Description = iJNCLASSIFIFD STRUCTURE EXCAVATION Unit= M3 TakeoffQuan: ],714.000 Engr Quan: ],714.000
241 Excav & backfill ftgs inc16" ston Marin Quan: 1,714.00 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
6XCV Excavate w/Backhoe 371.96 CH Prod: 371962 S Lab Pcs: 5.00 Eqp Pcs: 5.00
2B0050.15 #5 (1-1/2) ct 107% 141.72 TON 20.000 3,033
804] 80 3" DIAPHRAGM 8 H 1.00 371.96 HR 2.340 870
804300 3-6 KW GF.NERATOR 1.00 371.96 HR 3.240 331 874
804460 BACKHOE 2 CY 250 1.00 371.96 HR 74.260 13,735 15,820
804560 LOADER 3-CY 130 1.00 371.96 HR 52.860 7,555 12,107
84215C BW60S 30" Smooth 1.00 371.96 HR 14.810 3,184 2,325
LA01 Laborer Foreman 1.00 371.96 MH 16.500
LA02 Laborer,Skilled 1.00 371.96 MH 14.500
� LA03 Laborer, unskilled 1.00 371.96 MH 13.000
�'p OP08 Operator, Backlioe 2.00 743.92 MH 23.000
�$113,417.48 1.0850 MH/M3 1,859.8000 MH [ 21.484 ]
0.2170 Hr/Unit 37.1960 Shifts * 1.0851 MH/Unit
_____> Item Totals: 2980 - UNCLASSIFIF.D STRUCTURE EXCAVATION
$113,417.48 1.0850 MH/M3 1,859.80 MH [ 21.484 ]
66.171 1714 M3
10,055
8,971
8, l 59
26,398
53,583
31.26
3,033
1.77
53,583 3,033
31.26 1.77
25,675 31,127
14.98 18.16
25,675 31,127
1498 ] 8.16
Page 5
OS/04/20] 2 l 2:08
Total
3,033
870
1,205
29,555
19,662
5,509
10,055
8,971
8,159
26,398
l l 3,417
66.17
l 13,417
66.17
BIDITEM = 2990
Description = CI AA CONCRETE FTGS Unit= M3 TakeoffQuan: 10,175.000 Engr Quan: 10,175.000
Assume the following: The bottom of the form will be the pile driving template secured with a few temporary pipe piles. Side forms will be
reusable. Seal bottom holes with hydraulic cement and tremie seal, then pump out. Tie rebar and cast footing. Pull pipes, strip sides,
sacrifice bottom and move to next.
FOOTING SIZES FOR CIP FOOTINGS FORMWORK CALCULATIONS
BENT ## L W H BOTTOM AREA, M2 SIDE FORMS, M2 NOTE
6 24 42 10 94 123 BUY 2 SETS
7 24 42 10 94 123 BUY 2 SETS
8 24 42 10 94 123
9 24 42 10 94 123
10 24 42 10 94 123
11 24 42 10 94 123
D
�
�

DMJM Harris
RBONNFR20] 2 BONNER 20] 2 REVISION 2(OPT 2)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
BID [TEM = 2990
Description = Ci AA CONCRETE FTGS
12 24 42 10 94 123
13 24 42 10 94 123
14 24 42 10 94 123
15 24 42 10 94 123
16 24 42 10 94 123
17 24 42 10 94 123
18 33 42 10 129 139 BUY 2 SETS
19 33 42 10 129 139 BUY 2 SETS
20 33 42 10 129 139
21 33 42 10 129 139
22 33 51 10 156 156 BUY 2 SETS
23 33 51 10 156 156 BUY 2 SETS
24 33 51 10 156 156
� 25 33 51 10 156 156
, 26 33 51 10 156 156
� 27 33 51 10 156 156
� 28 33 42 10 129 139
29 33 42 10 129 139
30 15 24 10 33 72 BUY 2 SETS
31 15 24 10 33 72 BUY 2 SETS
32 15 24 10 33 72
33 15 24 10 33 72
34 15 24 10 33 72
35 15 24 10 33 72
36 15 24 10 33 72
37 15 24 10 33 72
38 15 24 10 33 72
39 15 24 10 33 72
40 15 24 10 33 72
41 15 24 10 33 72
42 15 24 10 33 72
43 15 24 10 33 72
44 15 24 10 33 72
TOTAL AREA, M2 3,336 4,331
BUY SIDE FORMS(2 SETS EACH) 981
Cost Report
Unit
Cost
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Unit= M3 TakeoffQuan: ]0,175.000 EngrQuan: 10,175.000
Page 6
OS/04/2012 12:08
Total

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 207 2 REVISION 2(OPT 2)
Description
B�D ITEM = 2990
Description = Ci AA CONCRETF, FTGS
Quantity
Pcs Unit
Cost Report
Unit
Cost
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Unit= M3 Takeot�fQuan: 10,175.000 6n� Quan
500 I& R template, piles and formst Marine Quan: 39.00 EA Hrs/Shft: 10.00
Assume av template made of 12BP53 62' x 50'with brackets for 6# 24" dia pipe piles, make
4#
Steel (4 x 2 x(70'+ 30')x 531bs/lf = 21t
Pipe piles 6# x.5"th x 24"d x 50'x 1261bs/lf = 20T
Soffit supports 12BP53 4x40# x 50'x 531bs/lf = 212t
Soffit supports @ piles C12x27 4# x6# x 2x10'x27 = 6T
Total steel 21t + 20t + 212t + 6t = 259t x$1000/t x Oo salvage =$259K.
Assume 11/2"dia coil rod from chanels to soffit support beams 12# x 10'x 61b/lf = 7201bs x
$1.0/lb = $720 x 2 = $1.SK
Buy 3.5" PCPS conc soffit panels for all ftgs 3,336 M2
� P1L6A Pile Crew Small 3,900.00 CH Prod: 10.0000 SU Lab Pcs:
� 2PCPSSLABS PC SIP 3.5" dk sl@107% 3,336.00 M2 96.840 345,672
� 3STEEL Steel supports bu@107% 191.32 TON 1,300.000
804025 Pile/Drill template 1.00 3,900.00 HR 12.000
804030 Pile Driving Jig 1.00 3,900.00 HR 7.000
804240 3 stage jet pump 250 1.00 3,900.00 HR 22.120
84308R American 7260 100T 1.00 3,900.00 HR 163.0] 0
8491 OC 400 Amp Welder 1.00 3,900.00 HR 11.250
85655C Delmag D30-32 & LEAD L00 3,900.00 HR 82.960
Cal: 510 WC: NONE
6.00 Eqp Pcs
266,126
10,175.000
6.00
46,800
27,300
27,963 58,305
326,859 308,880
7,410 36,465
185,679 137,865
OPO4 Operator, Crana 91T 1.00 3,900.00 MH 28.000 165,934
OP12 Oiler 1.00 3,900.00 MH 14.000 88,817
PDOI Piledriver Fareman 1.00 3,900.00 MH 23.000 142,053
PD02 Piledriver Journeyman 3.00 11,700.00 MH 21.000 392,154
$2,564,282.20 600.0000 MH/F,A 23,400.0000 MH [ 14080 ] 788,958 345,672 266,126 622,011 541,515
100.0000 Hr/Unit 390.0000 Shifts 600.0000 MH/Unit 20,229.69 8,86339 6,823.75 15,949.00 13,885.00
501 Form fitg sides marine Quan: 4,331.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
F&5006 6 inan Form 8r Snip Crew 1,443.66 CH Prod: 0.5000 UM Lab Pcs: 6.00 Eqp Pcs: 3.00
3FMFW Meta] Wall Forms@]07% 981.00 SF 335.000 351,639
84308R American 7260 100T 1.00 1,443.67 HR 163.010 120,994 ll4,339
84700C 185 CFM Compressor 1.00 1,443.67 HR 18.520 5,515 21,222
85005C 20 KW GENERATOR 1.00 1,443.67 HR 15.450 5,342 16,963
CAOI Caipenter Foreman 1.00 1,443.67 MH 23.000 53,146
CA02 Carpenter Joumeyman 2.00 2,887.33 MH 21.000 97,803
LA02 Laborer,Skilled 2.00 2,887.33 MH 14.500 69,641
OP02 Operator,Crane<50 T 1.00 1,443.67 MH 26.000 57,346
D
�
�
Page 7
OS/04/2012 12:08
Total
345,672
266,126
46,800
27,300
86,268
635,739
43,875
323,544
165,934
88,817
142,053
392,154
2,564,282
65,750.83
351,639
235,333
26,737
22,305
53,146
97,803
69,641
57,346

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNSR 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 2990
Description = Ci AA CONCRETE FTGS Unit= M3 TakeoffQuan: ] 0,175.000 Engr Quan: 10,175.000
$913,949.65 2.0000 MH/M2 8,662.0000 MH [ 44 ] 277,936 351,639 131,850 152,524
0.3333 Hr/Unit 144.3660 Shifts 2.0000 MH/Unit 64.17 81.19 30.44 35.22
503 Assist rebar sub hi scour ftgs Marine Quan: 11.63 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
F&5006 6 man Form & Stnp Crcw 332.11 CH Prod: 33.2113 S Lab Pcs: 6.00 Eqp Pcs: 3.00
84308R American 7260 100T 1.00 332.11 HR ] 63.010 27,834 26,303
84700C 185 CFM Compressar 1.00 332.] 1 HR 18.520 1,269 4,882
85005C 20 KW GENERATOR 1.00 332.11 HR 15.450 1,229 3,902
CA01 Carpenter Foreman 1.00 332.11 MH 23.000 12,226
CA02 Carpenter Journeyman 2.00 664.23 MH 21.000 22,500
LA02 Laborer,Skilled 2.00 664.23 MH 14.500 16,021
� OP02 Operator,Crane<50 T 1.00 332.] 1 MH 26.000 13,192
�,$129,357.71 1713396 MH/LS 1,992.6800 MH [ 3769.468 ] 63,939
�O 28.5563 Hr/Unit 332110 Shifts * 1713396 MH/Unit 5,497.74
O
504 Pour concrete hi scour f'tgs Quan: 10,175.00 CY Hrs/Shft: 10.00
CNCOS CONC CRF,W W/3900 203.49 CH Prod: 5.0001 OM Lab Pcs:
2CFL002 C]-AA Concrete 42@107% 10,480.25 M3 157.200 1,762,820
84335R 3900 Manitowoc 110 2.00 406.99 HR 156.470
85000C 5 KW GENERATOR 1.00 203.50 HR 4.550
85320C Concr bucket 1.-5-3 C 6.00 1,220.98 HR 12.090
85340R Pump Truck 1.00 203.50 HR l 1].450
85360C Hi-Cycle Concrete Vibr 6.00 1,220.98 HR 1.410
CM02 Concrete Finisher Journeym 1.00 203.50 MH 18.250 6,020
LA01 Laborer Foreman 1.00 203.50 MH 16.500 5,501
LA02 Labarer,Skilled 2.00 406.99 MH 14.500 9,816
LA03 Laborer, unskilled 2.00 406.99 MH 13.000 8,927
OPO4 Operator, Crane 91 T 2.00 406.99 MH 28.000 17,316
OP12 Oiler 2.00 406.99 MH 14.000 9,269
$1,923,440.22 0.1999 MH/CY 2,034.9600 MH [ 3.822 ] 56,849 1,762,820
0.0200 Hr/Unit 20.3490 Shifts 0.2000 MH/Unit 5.59 173.25
_____> Item Totals: 2990 - CI AA CONCRETE FTGS
30,332 35,087
2,608.05 3,016.97
Cal: 510 WC: NONE
10.00 F,c� Pcs: 16.00
33,849 29,832
224 702
10,061 4,701
7,814 14,866
1,233 488
53,182 50,589
5.23 4.97
$5,53],029.78 3.5468 MH/M3 36,089.64 MH [ 80.827 ] ],187,682 2,108,492 617,766 837,375 779,715
543.590 10175 M3 116.73 207.22 60.71 82.30 76.63
�
Page 8
OS/04/20] 2 l 2:08
Total
913,950
211.03
54,137
6,151
5,131
12,226
22,500
16,021
13,192
129,358
1 1 .7 22.76
1,762,820
63,682
926
14,762
22,680
1,722
6,020
5,501
9,8 ] 6
8,927
17,316
9,269
1,923,440
189.04
5,531,030
543.59

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 207 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BIDITEM = 3000
Description = STAINLESS STEEL REINFORCEMENT-CIP PILE F Unit= KG TakeoffQuan: 905,724.000 Engr Quan: 905,724.000
3000 Epoxy coated rebar Quan: 905,724.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
Page 9
OS/04/2012 12:08
Total
2SRASS RestEel Accessori@107% 905,723.95 KG 0.250 242,281 242,281
2SRSS Reinforcing Stecl@107% 905,723.95 KG 4.250 4,118,780 4,118,780
4REBAR Rebarplace@101% 905,723.95 KG 0.580 530,573 530,573
$4,891,633.91 [ ] 4,361,061 530,573 4,891,634
4.81 0.59 5.40
_____> Item Totals: 3000 - STAINLESS STEEL REINFORCEMENT-CIP PILE F
$4,891,633.91 [ ] 4,361,06] 530,573 4,891,634
5.401 905724 KG
d
N
O
W
BID ITEM = 3010
4.8]
Description = STAINLESS STF.EL SPIRAL REBAR-CIP PILE FO Unit= KG TakeoffQuan: 54,140.000 Engr Quan:
433 Epoxy coated spiral rebar Quan: 54,140.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
2SRASS Rcstcel Acccssori@107% 54,140.00 KG 0250 14,482
2SRSS Reinforcing Steel@107% 54,140.00 KG 4.250 246,202
4REBAR Rebarplace@101°/o 54,140.00 KG 0.580
$292,399.31 [ ] 260,684
4.82
_____> Item Totals: 3010 - STAINLESS STEEL SP[RAI. REBAR-CIP PILE FO
$292,399.31 [ ] 260,684
5.401 54140 KG 4.82
BID ITEM = 3031
Description = 1371 MM PR�STR CONC CVL PTLF (54-IN)
3030 1371mm prestr conc cyl pile Marine
***** Copied and adjusted from RPAMLICO2012 *****
D
rn
�
0.59 5.40
54,140.000
14,482
246,202
31,715 31,715
31,715 292,399
0.59 5.40
31,715 292,399
0.59 5.40
BL
Unit= M TakeoffQuan: 5,108.000 EngrQuan: 5,108.000
Quan: 130.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
* * Unrcviewed

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 3031
Description = 1371MM PRESTR CONC CYL PILE (54-IN) Unit= M TakeoffQuan:
PILEC Pile Crew Large 866.65 CH Prod: 1.5000 US
2FCP54 54 PSPC Conc Cyl @107% 5,108.00 M 525.000
2FCP54SS 54" PSPC S.StI Pr@107% 633.95 M 476.000
804025 File/Drill template 1.00 866.66 HR 12.000
804030 Pile Driving Jig 1.00 866.66 HR 7.000
804240 3 stage jet pump 250 1.00 866.66 HR 22.120
84304R 9299 SKYHORSF, & BAR 1.00 866.66 HR 462.970
84910C 400 Amp Welder 1.00 866.66 HR l 1.250
85664C DELMAG D160-32 & LEA 1.00 866.66 HR 475.820
OPOS Operator, Crane>140 T 1.00 866.66 MH 28.000
OPl2 Oiler 1.00 866.66 MH 14.000
PD01 Piledriver Fareman 1.00 866.66 MH 23.000
� PD02 Piledriver Journeyman 3.00 2,599.97 MH 21.000
f! ,$4,226,623.37 39.9996 MH/EA 5,199.9500 MH [ 938.658 ]
� 6.6665 Hr/Unit 86.6650 Shifts 39.9996 MH/Unit
FP
31332 Cutoff Concrete Piles 137] mm Quan: 130.00 EA
***** Copied and adjusted from RPAMLICO2012 *****
PILE4 Pile Cutoff Crew 866.65 CH Prod: 1.5000 US
3SAWBLADE Sawblades@107% 130.00 EA 10.000
83150C L,owboy 60 ton trailer 0.12 104.00 HR 23.000
85325C Concrete Saw Handheld 1.00 866.66 HR 11.460
LAO l Labarer Foreman 1.00 866.66 MH 16.500
LA02 Laborer,Sl<illed 2.00 1,733.31 MH 14.500
TMOI Teamster 0.12 104.00 MH 12.000
$81,023.88 20.7997 MH/EA 2,703.9700 MH [ 344.223 ]
6.6665 Hr/Unit 86.6650 Shifts 20.7998 MH/Unit
_____> Item Totals: 3031 - 1371MM PRESTR CONC CYL PILE (54-IN)
$4,307,647.25 1.5473 MH/M 7,903.92 MH [ 32.65 ]
843.314 5 ] 08 M
BIDITEM = 3033
Description = 36" Sq. Prestressed Concrete Piles
D
rn
N
BL
5,108.000 Engr Quan: 5,108.000
Lab Pcs: 6.00 Eqp Pcs: 6.00
2,869,419
322,883
10,400
6,067
6,214 12,957
226,866 174,372
1,647 8,103
243,375 168,999
36,874
l 9,737
31,567
87, l44
175,322 3,192,302 494,568 364,431
1,348.63 24,556.17 3,804.37 2,80331
Hrs/Shft: 10.00 Cal: 510 WC: NONE
23,428
41,806
2,075
67,309
517.76
Lab Pcs: 3.12 Eqp Pcs:
1,39]
1,394
2,435
1.12
998
7,497
1,391 3,829 8,495
10.70 29.45 6535
242,631 3,192,302 1,391 498,397 372,926
47.50 624.96 0.27 97.57 73.01
BL
Unit = M Takeoff Quan: 17,977.000 Engr Quan: 17,977.000
Page 10
OS/04/2012 12:08
Total
2,869,419
322,883
10,400
6,067
19,17]
401,23 8
9,750
412,374
36,874
l 9,737
31,567
87,144
4,226,623
32,512.49
**Unreviewed
1,391
2,392
9,932
23,428
41,806
2,075
81,024
623.26
4,307,647
843.31

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
B�D ITEM = 3033 BL
Description= 36" Sq. Prestressed Concrete Piles Unit= M TakeoffQuan: 17,977.000 Eng Quan: 17,977.000
3030 36" Sq. Prestressed Concrete Pies Quan: 530.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from RPAMLICO2012 *****
PILEC Pile Crew Large 2,650.00 CH Prod: 2.0000 US
2FCP36 36" Sq P/C-P/S Pi@] 07% 17,977.00 M 393.600
2FCP36SS 36" PSPC S.St. Pr@]07% 17,977.00 M ]47.600
804025 Pile/Drill template 1.00 2,650.00 HR 12.000
804030 Pile Driving Jig 1.00 2,650.00 HR 7.000
804240 3 stage jet pump 250 1.00 2,650.00 HR 22.120
84304R 9299 SKYHORSE & BAR 1.00 2,650.00 HR 462.970
84910C 400 Amp Welder 1.00 2,650.00 HR 11.250
� 85664C DELMAG D160-32 & LEA 1.00 2,650.00 HR 475.820
� OPOS Operator, Crane>140 T 1.00 2,650.00 MH 28.000
OOPl2 Oiler 1.00 2,650.00 MH 14.000
� PDOI Piledriver Foreman 1.00 2,650.00 MH 23.000
PD02 Piledriver Joumeyman 3.00 7,950.00 MH 21.000
$13,572,853.74 30.0000 MH/F,A 15,900.0000 MH [ 704 ]
5.0000 Hr/Unit 265.0000 Shifts 30.0000 MH/Unit
31332 Cutoff Concrete Piles 36" Sq Conc. Piles Quan: 530.00 EA
***** Copied and adjusted from RPAMLICO2012 *****
PILE4 PileCutoffCrew 2,650.00 CH Prod: 2.0000 US
3SAWBLADE Sawblades@107% 530.00 EA 10.000
831 SOC Lowboy 60 ton t� ailer 0.12 3] 8.00 HR 23.000
85325C Concrete Saw Handheld 1.00 2,650.00 HR 11.460
LA01 Laborer Foreman 1.00 2,650.00 MH 16.500
LA02 Laborer,Skilled 2.00 5,300.00 MH 14.500
TMO1 Teamster 0.12 318.00 MH 12.000
$249,166.41 15.6000 MH/EA 8,268.0000 MH [ 258.17 ]
5.0000 Hr/Unit 265.0000 Shifts 15.6000 MH/Unit
____> Item Totals: 3033 - 36" Sq. Prestressed Concrete Piles
$] 3,822,020.15 13443 MH/M 24,168.00 MH [ 28.367 ]
768.872 17977 M
D
rn
w
Lab Pcs: 6.00 Eqp Pcs: 6.00
7,571,050
2,839,144
31,800
18,550
19,00L 39,618
693,69] 533,7 80
5,035 24,778
744,173 516,750
112,750
60,350
96,523
266,463
536,087 10,410,193 1,S12,249 L,]14,325
1,O1 L48 19,641.87 2,853.30 2,102.50
Hrs/Shft: 10.00 Cal: 510 WC: NONE
71,636
127,833
6,344
205,812
388.33
Lab Pcs: 3.12 Eqp Pcs: 1.12
5,67]
4,261 3,053
7,447 22,923
5,671 11,708 25,975
lOJO 22.09 49.01
741,899 10,410,193 5,671 1,523,957 L,140,300
41.27 579.08 0.32 84.77 63.43
Page 11
OS/04/2012 12:08
Total
**Unrevicwed
7,571,050
2,839,144
3],800
18,550
58,618
1,226,871
29,813
1,260,923
112,750
6Q350
96,523
266,463
13,572,854
25,609.16
** Unrcvicwcd
5,671
7,314
30,369
71,636
] 27,833
6,344
249,166
470.13
] 3,822,020
76R.87

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BIDITEM = 3035 BL
Description = 20" Sq. P/C Conc Piles-Fnd Bents Unit= M TakeoffQuan: 183.000 Engr Quan: 183.000
3030 20" Sq. PS Concrete Piles-End Bents Quan: 15.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from RPAMLICO2012 *****
P1LEC Pile Crew Large 50.00 CH Prod: 3.0000 US
2FCP20 20" Sq P/C-P/S Pi@107% 183.00 M 196.800
2FCP20SS 20" PSPC S.St. Pr c�i 107% 183.00 M 98.400
804025 Pile/Drill template 0.00 HR 12.000
804030 Pile Driving Jig 1.00 50.00 HR 7.000
804240 3 stage jet pump 250 0.00 HR 22.120
84304R 9299 SKYHORSF. & BAR 1.00 50.00 HR 462.970
84910C 400 Amp Welder 1.00 50.00 HR 11.250
C� 85664C DELMAG D160-32 & LEA 1.00 50.00 HR 475.820
�OPOS Operator, Crane>140 T 1.00 50.00 MH 28.000
� OP] 2 Oiler 1.00 50.00 MH 14.000
PDO1 Piledriver Foreman 1.00 50.00 MH 23.000
PD02 Piledriver Journeyman 3.00 150.00 MH 21.000
$1 ] 5,769.95 20.0000 MH/EA 300.0000 MH [ 469.333 ]
33333 Hr/Unit 5.0000 Shifrs 20.0000 MH/Unit
31332 Cutoff Concrete Piles 20" Sq Conc. Piles Quan: 15.00 EA
***** Copied and adjusted from RPAMLICO2012 *****
PILE4 PileCutoffCrew 50.00 CH Prod: 3.0000 US
3SAWBLADE Sawblades@107% 15.00 EA 10.000
83150C L,owboy 60 ton trailer 0.12 6.00 HR 23.000
85325C Concrete Saw Handheld 1.00 50.00 HR 1 l.460
LAO l Labarer Foreman 1.00 50.00 MH 16.500
LA02 Laborer,Skilled 2.00 100.00 MH 14.500
TMO1 Teamster 0.12 6.00 MH 12.000
$4,754.75 10.4000 MH/EA 156.0000 MH [ 172.1 13 ]
33333 Hr/Unit 5.0000 Shifts 10.4000 MH/Unit
____> ltem Totals: 3035 - 20" Sq. P/C Conc Piles-End Bents
$120,524.70 2.4918 MH/M 456.00 MH [ 52.578 ]
658.605 183 M
Lab Pcs 6.00 Eqp Pcs: 4.00
38,535
19,268
350
13,089 10,060
95 468
14,041 9,750
2,127
1,139
1,821
5,028
10,115 57,803 27,575 20,278
67432 3,853.54 1,838.30 ],351.83
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs: 3.12 Eqp Pcs: 1.12
161
80 58
141 433
1,352
2,412
120
3,883
258.88
13,998 57,803
76.49 3 ] 5.86
16] 221 490
] 0.70 14.73 32.67
16] 27,795 20,768
0.88 151.89 ll3.48
Page 12
OS/04/2012 12:08
Total
* * U nrcvi cwed
38,535
19,268
350
23,149
563
23,791
2,127
1,139
],821
5,028
115,770
7,718.00
* * U nrcvi ewcd
161
138
573
1,352
2,412
120
4,755
316.98
120,525
658.60

DMJM Harris
RBONNFR20] 2 BONNER 20] 2 REVISION 2(OPT 2)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
BIDITEM = 3052
Description = STATIC AX1AL LD TEST ON 54" CYL PILE
3050 Axial ld test on 1676mm cyl pile
4TF.ST.01 Piletest@10]% 2.00 LS
$708,717.00
BID ITEM = 3053
Description = STATIC AX1AL LD TF.ST ON 36" CYL PILF,
� 3050 Axial ►d test on 1676mm cyl pile
O
�4TEST.01 Pilctcst@101% 2.00 LS
$708,717.00
BID TTEM = 3055
Description = LATERAL LD TEST ON 54" CYL PILE
3050 Axial ld test on � 676mm cyl pile
4TEST.01 Pile test@701% 2.00 LS
$708,717.00
BIDITEM = 3056
Descriprion = LATERAL LD TEST ON 36" CYL PILE
3050 Aixial ld test on 1676mm cyl pile
4TEST.01 PiletESta101%
$708,717.00
D
rn
cn
Cost Report
Unit
Cost
Page 13
OS/04/2012 12:08
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract Total
BL
Unit= EA TakeoffQuan: 2.000 Engr Quan: 2.000
Quan: 2.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
350,850.000 708,717 708,717
[ ] 708,717 708,717
354,358.50 354,358.50
BL
Unit= EA TakeoffQuan: 2.000 F.ngrQuan: 2.000
Quan: 2.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
350,850.000 708,717 708,717
[ ] 708,717 708,717
354,358.50 354,358.50
BL
Unit = EA Takeoff Quan: 2.000 Engr Quan: 2.000
Quan: 2.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
350,850.000 708,717 708,717
[ ] 708,717 708,717
354,358.50 354,358.50
BL
Unit = EA Takeoff Quan: 2.000 Engr Quan: 2.000
Quan: 2.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
2.00 LS 350,850.000 708,717 708,717
[ ] 708,717 708,717

DMJM Harris
RBONNFR20] 2 BONNER 20] 2 REVISION 2(OPT 2)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
BID [TEM = 3056
Description = LATF.RAL LD TEST ON 36" CYL PILE
Page 14
OS/04/2012 12:08
Cost Report
Unit Perm Constr Equipment Equipment Sub-
Cost Labor Material Matl/Exp Ownership Operation Contract Total
BL
Unit = EA Takeoff Quan: 2.000 Engr Quan: 2.000
354,358.50 354,358.50
BIDITEM = 3060
Description = PRODUCTION DYNAMIC LD TEST ON CYL PILE Unit= EA TakeoffQuan: 15.000 Engr Quan:
309000 Pile testing, Complete-on Cylindr. pIles Quan: 3214 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
4TEST Piletest@IO]% 15.00 LS 1,754.000
$26,57310 [ ]
d
N
O
�
15.000
26,573 26,573
26,573 26,573
826.79 826.79
BID ITEM = 4110 BL
Description = PRECAST CONCRETE COLS & CAPS Unit= M3 TakeoffQuan: 5,022.000 F.ngr Quan: 5,022.000
41530 Cast cols & caps incl form set up Marine Quan: 5,022.00 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from BONNER2012 *****
SEG 4.5 Man Segment Precasting 2,231.99 CH Prod: 0.5000 UM Lab Pcs: 4.50 Eqp Pcs: 0.00
2CFL007 Superplastizer c�i 107% 5,022.00 M3 15.000 80,603
2CFL025 C]-IV Conc (FL)@107% 5,022.00 M3 196.500 1,055,901
3FMF METAL FORMS@107% 494.30 M2 550.000 290,896
CA01 Carpenter Foreman 0.50 1,116.00 MH 23.000 41,084
CA02 Carpenter Journeyman 1.00 2,232.00 MH 21.000 75,605
CMO1 Concrete Finisher Foreman 1.00 2,232.00 MH 2O.250 72,527
IWOI IronworkerForeman 1.00 2,232.00 MH 28.000 100,176
LA02 Laborer,Skilled 1.00 2,232.00 MH 14.500 53,834
$1,770,626.04 2.0000 MH/M3 10,044.0000 MH [ 46.567 ] 343,227 1,136,504 290,896
0.4444 Hr/Unit 223.1990 Shifts 2.0000 MH/Unit 68.34 22631 57.92
44330L Erect conc PC cols & caps Marine Quan: 120.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
From bent 1 to bent 5=5ea and from bent 45 to bent 81=37 ea, tota1=42-pile cap only-42 pcs total,
From bent 6 to bent 44=39 ea-two elements(pile cap and PC column), toto1=78 ea
TOTAL NUMBER:42+78=120 EA
FRM087 Formwork crew w/9320 599.94 CH Prod: 2.0002 US Lab Pcs: 8.00 Eqp Pcs: 2.00
D
rn
rn
* * Unrevi ewed
80,603
1,055,901
290,896
41,084
75,605
72,527
100,] 76
53,834
1,770,626
352.57
**Unrcviewed

DMJM Harris
RBONNFR20] 2 BONNER 20] 2 REVISION 2(OPT 2)
Baris Lenderman
Activity Description Quantity Unit
Resource Pcs Unit Cost
Cost Report
BID [TEM = 4110
Description = PRECAST CONCRETE COLS & CAPS Unit = M3
84303R American 9320 250 T 1.00 599.95 HR 291.660
85000C 5 KW GENERATOR 1.00 59995 HR 4.550
CAOI Carpenter Foreman 1.00 599.95 MH 23.000
CA02 Carpenter Journeyman 4.00 2,399.79 MH 21.000
LA03 Laborer, unskilled 1.00 599.95 MH 13.000
OPOS Operator, Crane>140 T 1.00 599.95 MH 28.000
OPl2 Oiler 1.00 599.95 MH 14.000
$333,434J5 39.9965 MH/EA 4,799.5900 MH [ 890.924 ]
4.9995 Hr/Unit 59.9940 Shifts 39.9966 MH/Unit
_____> Item Totals: 4110 - PRECAST CONCRETE COLS & CAPS
$2,104,060.79 2.9557 MH/M3 14,843.59 MH [ 67.855 ]
�418.969 5022 M3
�
O
�
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BL
TakeoffQuan: 5,022.000 Engr Quan: 5,022.000
95,158 79,823
660 2,070
22,086
81,288
13, l60
25,526
13,663
155,724
1,297.70
95,818 81,893
798.48 682.44
498,950 1,136,504 290,896 95,818 81,893
99.35 226.31 57.92 19.08 16.31
BID ITEM = 4120 BL
Desc��iption = EPDXY-COAT. COLUMNS AND CAPS REINFORCRME Unit= KG Takcot�fQuan: 612,105.000 Engr Quan: 612,105.000
433 S& I Reinforcing Steelr-Epoxy -Coated Quan: 612,105.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
Page 15
OS/04/2012 12:08
Total
174,981
2,730
22,086
81,288
13,160
25,526
13,663
333,435
2,778.62
2,l 04,061
418.97
**Unreviewed
***** Copied and adjusted from RPAMLICO2012 *****
2SREPDXY Reinfarcing Steel@107% 612,104.99 KG 1.050 687,700 687,700
2SREPDXYA Resteel Accessori@107% 612,104.99 KG O.100 65,495 65,495
4REBAR Rebarplace@101°/o 612,104.99 KG 0.580 358,571 358,571
$],1ll,76629 [ ] 753,195 358,571 1,111,766
1.23 0.59 1.82
_____> Item Totals: 4120 - EPDXY-COAT. COLUMNS AND CAPS REINFORCEME
$],] 1 ],766.29 [ ] 753,]95 358,571 ],117,766
1.816 612105 KG 1.23 0.59 1.82
BIDITEM = 4125 BL
Description= STAINLESS STEEL COLUMNS AND CAPS REINFO Unit= KG TakcoffQuan: 133,007.000 Engr Quan: 133,007.000
434 S& I Stainless Steel Reinforcement Quan: 133,007.00 KG Hrs/Shft: 10.00 Cal: Sl0 WC: NONE
D
rn
�

DMJM Harris
RBONNFR20] 2 BONNER 20] 2 REVISION 2(OPT 2)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Page 16
OS/04/2012 12:08
Total
BID [TEM = 4125 BL
Description = STAINLESS STEEL COLUMNS AND CAPS REINFO Unit = KG TakeoffQuan: 133,007.000 F,ngr Quan: 133,007.000
**Unreviewed
***** Copied and adjusted from RPAMLICO2012 *****
2SRASS Resteel Accessori@107% 133,007.00 KG 0.250 35,579 35,579
2SRSS Reinfarcing Steel ct 107% 133,007.00 KG 4.250 604,849 604,849
4RF,BAR Rebar place@101 % ] 33,007.00 KG 0.580 77,916 77,916
$718,344.20 [ ] 640,429 77,916 718,344
4.81 0.59 5.40
_____> Item Totals: 4125 - STAINLESS STEEL COLUMNS AND CAPS REINFO
$718,344.20 [ ] 640,429 77,916 718,344
5.40] 133007 KG 4.8] 0.59 5.40
d
i..�-+B�D ITEM = 4]30
� Description = PT STRAND IN PC COLS & CAPS Unit= KG TakeoffQuan: 110,277.000 Engr Quan: 110,277.000
4130 PT strand in PC cols & caps Quan: 110,277.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
PTS 5 Man PT Crew 1,102.77 CH Prod: 20.0000 UM Lab Pcs: 5.00 Eqp Pcs: 0.00
2PTGROUT PT Grout Material@107% 23.53 M3 300.000 7,553
2PTSTRAND PT STRAND SUPPLY@10 l 10,277.00 KG 3100 365,789
IWO1 Nonworker Foreman 2.00 2,205.54 MH 28.000 98,989
IWO11 IronworkerFareman 1.00 1,102.77 MH 28.000 49,494
LA02 Laborer,Skilled 2.00 2,205.54 MH 14.500 53,196
$575,021.27 0.0500 MH/KG 5,513.8500 MH [ 1.243 ] 201,679 373,342
0.0100 Hr/Unit 110.2770 Shifts 0.0500 MH/Unit L83 339
_____> Item Totals: 4]30 - PT STRAND IN PC COLS & CAPS
$575,021.27 0.0500 MH/KG S,S13.85 MH [ 1.243 ] 201,679 373,342
5.214 110277 KG L83 339
BID ITEM = 4140
Description = PT BAR IN PC COLS & CAPS
4140 PT Bar in PC cols & caps
D
rn
�
Unit= KG TakeoffQuan: 95,374.000 F,ngr Quan: 95,374.000
Quan: 95,374.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
7,553
365,789
as,9x9
49,494
53,196
575,021
5.21
575,021
5.21

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID ITEM = 4140
Description = PT BAR IN PC COLS & CAPS Unit= KG TakeoffQuan: 95,374.000 F,ngr Quan:
PTS 5 Man PT Crew 953.74 CH Prod: 20.0000 UM Lab Pcs: 5.00 Eqp Pcs
2PTBAR PT Bar supply@107% 95,374.00 KG 5.000 510,251
IWO] Ironworker Foreman 2.00 1,907.48 MH 28.000 85,611
IWO1 1 Ironworker Foreman 1.00 953.74 MH 28.000 42,806
LA02 Laborer,Sl<illed 2.00 1,907.48 MH 14.500 46,007
$684,674.98 0.0500 MH/KG 4,768.7000 MH [ 1.243 ] 174,424 510,251
0.0100 Hr/Unit 95.3740 Shifts 0.0500 MH/Unit L83 5.35
_____> lYem Totals: 4140 - PT BAR IN PC COLS & CAPS
$684,674.98 0.0500 MH/KG 4,768.70 MH [ 1.243 ] 174,424 5]0,251
7.179 95374 KG L83 535
95,374.000
0.00
d
N
� BID ITEM = 4150 BL
Description= DF,CK SLAB RFiNFORCF,M6NT STEEL (ASTM A 95 Unit= KG TakeoffQuan: 1,778,597.000 F,ngr Quan: 1,778,597.000
433 S& I Reinforcing Steel Quan: 1,778,596.95 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
Page 17
OS/04/2012 12:08
Total
510,251
85,611
42,806
46,007
684,675
7.18
684,675
7.l 8
** Unrcvicwcd
***** Copied and adjusted from RPAMLICO2012 *****
2SRASS Resteel Accessori@107°/a 1,778,596.95 KG 0.250 475,775 475,775
2SRSS ReinforcingSteel@107% 1,778,596.95 KG 4.250 8,088,170 8,088,]70
4REBARSS Stainless Steel R@101% 1,778,596.95 KG 0.580 1,041,902 1,041,902
$9,605,846.40 [ ] 8,563,944 1,041,902 9,605,846
4.81 0.59 5.40
_____> Item Totals: 4150 - DECK SLAB REINFORCEMENT STEEL (ASTM A 95
$9,605,846.40 [ ] 8,563,944 1,041,902 9,605,846
5.401 1778597 KG 4.81 0.59 5.40
BID ITEM = 4160 BL
Description= CONC DFCK Unit= M3 TakeoffQuan: ] 1,988.000 F.ngr Quan: ll,988.000
366002 Set & strip dk cantilever Quan: 6,564.88 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
* * U nrcvi ewcd
***** Copied and adjusted from RPAMLICO2012 *****

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 4160
Description= CONCDECK Unit= M3 TakeoffQuan:
FRM08 ] Farmwork Crew w/7260 1,641.21 CH Prod: 0.5000 UM
3Fl WOODEN FORMS@107°/a 6,564.88 M2 32.250
84308R American 7260 100T 1.00 1,641.22 HR ] 63.010
84700C 185 CFM Compressor 1.00 1,641.22 HR 18.520
85000C 5 KW GENERATOR 1.00 1,641.22 HR 4.550
CA01 Carpenter Foreman 1.00 1,641.22 MH 23.000
CA02 Carpenter Jou�meyman 4.00 6,564.88 MH 21.000
LA03 Laborer, unskilled 1.00 1,641.22 MH 13.000
OPO4 Operator, Crane 91T 1.00 1,64122 MH 28.000
OP12 Oiler 1.00 1,641.22 MH 14.000
$957,933.30 2.0000 MH/M2 13,129.7600 MH [ 44.55 ]
02500 Hr/Unit 1(i4.1210 Shifts 2.0000 MH/Unit
d
F! , 366005 Set & Strip Deck Bulkhead Quan: 180.92 M2
�-+
N***** Copied and adjusted from RPAMLICO2012 *****
ACARP3 3 Man Carpenter Crew 723.66 CH Prod: 0.2500 UH
3F1 WOODEN FORMS@107% 180.92 M2 32.250
CA01 Carpenter Foreman 0.50 36l .83 MH 23.000
CA02 CarpenterJourneyman 3.00 2,170.98 MH 21.000
$93,101.24 13.9996 MH/M2 2,532.8100 MH [ 327.791 ]
3.9999 Hr/Unit 72.3660 Shifts 13.9996 MH/Unit
366008 Set & Strip Fascia Quan: 1,83810 M2
***** Copied and adjusted from RPAMLICO2012 *****
ACARP3 3 Man Carpenter Crew 1,750.57 CH Prod: 0.3000 UM
3F1 WOODEN FORMS@107% 1,838.10 M2 32.250
CA01 Carpenter Foreman 0.50 875.29 MH 23.000
CA02 Carpenter Journeyman 3.00 5,251.72 MH 21.000
$273,542.99 3.3333 MH/M2 6,127.O100 MH [ 78.048 ]
0.9524 Hr/Unit 175.0570 Shifts 3.3333 MH/Unit
366010 F& I Stay-In-Place Deck Forms Quan: 24,412A1 M2
***** Copied and adjusted from RPAMLICO2012 *****
FRM081 Farmwork Crew w/7260 1,525.75 CH Prod: 2.0000 UM
2MISCSTEEL Misc steel@107% 36.18 TON 1,500.000
2NEOPRFNE Neoprenestrip@l07% 6,951.84 LF 0.500
2SIP-F Stay-in Place For@107% 24,412.01 M2 ] 20.000
D
�
0
BL
11,988.000 Engr Quan: 11,988.000
Lab Pcs: 8.00 Eqp Pcs: 3.00
226,538
137,551 129,985
6,269 24,7 26
1,805 5,662
60,419
222,373
36,000
69,829
37,376
425,998
64.89
Hrs/Shft: 10.00
226,538 145,625 159,773
34.51 22.18 24.34
Cal: 510 WC: NONE
Lab Pcs: 3.50 Eqp Pcs: 0.00
6,243
13,320
73,538
86,858
480.09
Hrs/Shft: 10.00
Lab Pcs:
32,222
177,892
210,115
114.31
Hrs/Shft: 10.00
6,243
34.51
Cal: 510 WC: NONE
3.50 Eqp Pcs: 0.00
63,428
63,428
34.51
Cal: 510 WC: NONE
Lab Pcs: 8.00 Eqp Pcs: 3.00
58,069
3,719
3,134,502
Page 18
OS/04/2012 12:08
Total
226,538
267,535
30,395
7,468
60,419
222,373
36,000
69,829
37,376
957,933
145.92
**Unrcviewed
6,243
13,320
73,538
93,] Ol
514.60
* * Unrevi ewcd
63,428
32,222
177,892
273,543
148.82
** Unrevicwed
58,069
3,719
3,134,502

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
BID [TEM = 4160
Description = CONC DECK Unit = M3
3GA]Ol WeldingSupplies@107% O.18 LS 50,000.000
84308R American 7260 100T 1.00 1,525.75 HR 163.010
84700C 185 CFM Compressor 1.00 1,525.75 HR 18.520
85000C 5 KW GENERATOR 1.00 1,525.75 HR 4.550
CAOl Carpenter Foreman 1.00 1,525.75 MH 23.000
CA02 Carpenter Joumeyman 4.00 6,103.00 MH 21.000
LA03 Laborer, unskilled 1.00 1,525.75 MH 13.000
OPO4 Operator, Crane 91T 1.00 1,525.75 MH 28.000
OP12 Oiler 1.00 1,525.75 MH 14.000
$3,885,857.68 0.4999 MH/1VI2 12,206.0000 MH [ 11.137 ]
0.0625 Hr/Unit 152.5750 Shifts 0.5000 MH/Unit
� 366012 F& S diaphrams Quan: 3,811.34 M2
N
�-+***�* Copied and adjusted from RPAMLICO2012 *****
W
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BL
TakeoffQuan: 11,988.000 Engr Quan: 11,988.000
9,630
FRM087 Formwork crew w/9320 692.97 CH Prod: 0.5000 UM
3F] WOODEN FORMS@107% 3,81134 M2 32.250
84303R American 9320 250 T 1.00 692.97 HR 291.660
85000C 5 KW GF,NERATOR 1.00 692.97 HR 4.550
CA01 Carpenter Foreman 1.00 692.97 MH 23.000
CA02 Carpenter Joumeyman 4.00 2,771.89 MH 21.000
LA03 Laborer, unskilled 4.00 2,771.89 MH 13.000
OPOS Operator, Crane>140 T 1.00 692.97 MH 28.000
OP12 Oiler 1.00 692.97 MH 14.000
$562,253.45 2.0000 MH/M2 7,622.6900 MH [ 40.2 ]
0.1818 Hr/Unit 692970 Shifts 2.0000 MH/Unit
366102 Set Bidwell Screed Rail Quan: 8,565.62 M
***** Copied and adjusted from RPAMLICO2012 *****
CNC90 Screed Rail Crew 1,63 ].54 CH Prod: 1.500U UM
3SCRAIL Screed Rail Mater@107% 499.33 M 20.000
85000C 5 KW GENERATOR 1.00 1,631.55 HR 4.550
CA01 Carpenter Foreman 0.50 815.77 MH 23.000
CA02 Carpenter Joumeyman 2.00 3,263.09 MH 21.000
LA03 Laborer, unskilled 1.00 1,631.55 MH 13.000
$194,459.10 0.6666 MH/M 5,710.4100 MH [ 13.933 ]
0.1905 Hr/Unit 163.1540 Shifts 0.6667 MH/Unit
D
�
�
] 27,873 120,839
5,828 22,429
1,678 5,264
56,168
206,728
33,467
64,916
34,747
396,026 3,196,290 9,630 ]35,380 148,532
] 6.22 130.93 0.39 5.55 6.08
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs: ] 1.00 F,qp Pcs: 2.00
] 31,520
109,912 92,200
762 2,391
25,51 l
93,893
60,800
29,484
15,781
225,469
59.16
Hrs/Shft: 10.00
131,520 1 ] 0,674 94,590
34.51 29.04 24.82
Cal: 510 WC: NONE
Lab Pcs: 3.50 Eqp Pcs: 1.00
10,686
1,795 5,629
30,031
110,531
35,787
176,350 10,686 1,795 5,629
20.59 1.25 0.21 0.66
Page 19
OS/04/2012 12:08
Total
9,630
248,713
28,257
6,942
56,168
206,728
33,467
64,916
34,747
3,885,858
159.18
* * Unrcviewcd
131,520
202,112
3,153
25,511
93,893
60,800
29,484
15,781
562,253
147.52
**Unrcvicwcd
10,686
7,424
30,031
110,531
35,787
194,459
22.70

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID ITEM = 4160 BL
Description= CONCDF.CK Unit= M3 TakeoffQuan: 11,988.000 EngrQuan: 11,988.000
366104 Pour & Finish Deck & diaph Quan: 11,988.00 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from RPAMLICO2012 *****
CNC087 Conc Crew w/9320 1,498.50 CH Prod: 1.0000 UM
2C0005 4500 PS! Conerete@107% 12,587.40 M3 153.250
84303R American 9320 250 T 1.00 1,498.50 HR 291.660
85000C 5 KW GENERATOR 1.00 1,498.50 HR 4.550
85320C Concrbucket ].-5-3 C 1.00 1,498.50 HR 12.090
85340R Pump Truck 1.00 1,498.50 HR 1 11.450
85360C Hi-Cycle Concrete Vibr 2.00 2,997.00 HR 1.410
CM02 Concrete Finisher Journeym l.00 1,498.50 MH I 8250
� LAOI Labarer Fareman 1.00 1,498.50 MH 16.500
� LA02 Labor�r,Skilled 2.00 2,997.00 MH 14.500
��-+LA03 Laborcr, unskilled 2.00 2,997.00 MH 13.000
�OPOS Operator, Crane>140 T 1.00 1,498.50 MH 28.000
OP12 Oiler 1.00 1,498.50 MH 14.000
$3,018,014.31 1.0000 MH/M3 11,988.0000 MH [ 18.1 I6 ]
0.1250 Hr/Unit 149.8500 Shifts 1.0000 MH/Unit
366143 Cure conc diaph & facia Quan: 617,54219 M2
***** Copied and adjusted from RPAMLICO2012 *****
AFNSH3 3 man Finisher Crew 7,057.56 CH Prod: 25.0002 UM
3CURF.MAT Curing MATERIALS@107 617,542.19 M2 0.550
CMOI Concrete Finisher Foreman 0.50 3,528.78 MH 2O.250
CM02 Concrete Finishcr Journeym 3.00 21,172.71 MH 18.250
$1,104,40535 0.0399 MH/M2 24,701.4900 MH [ 0.816 ]
0.0] 14 Hr/Unit 705.7560 Shifts 0.0400 MH/Unit
366144 Rub & Finish conc Quan: 2,351.90 SM
***�* Copied and adjusted from RPAMLICO2012 *****
AFNSH2 2 Man finish Crew 348.42 CH Prod: 3.0000 UM
3RUBMAT Rub mat@] 07% 2,351.90 M2 1.000
CMO1 Concrete Finisher Foreman 0.25 87.11 MH 2O.250
CM02 Concrete Finisher Journeym 2.00 696.86 MH 18.250
$25,961.15 0.3333 MH/SM 783.9700 MH [ 6.773 ]
O.1481 Hr/Unit 34.8420 Shifts 03333 MH/Unit
D
�
N
Lab Pcs: 8.00
2,064,050
44,328
40,508
72,286
65,738
63,757
34,126
320,743 2,064,050
26.76 172.18
Hrs/Shft: 10.00
Eqp Pcs: 6.00
237,677 199,375
1,648 5,770
] 2,348 5,769
57,542 109,465
3,027 1,199
312,242 320,979
26.05 26.77
Cal: 510 WC: NONE
Lab Pcs: 3.50 Eqp Pcs: 0.00
363,424
114,665
626,316
740,982
1.20
Hrs/Shft: 10.00
2,831
20,614
23,445
9.97
Lab Pcs:
363,424
0.59
Cal: 510 WC: NONE
2.25 Eqp Pcs: 0.00
2,517
2,517
1.07
Page 20
OS/04/2012 12:08
Total
**Unrevicwed
2,064,050
437,053
6,818
18,117
167,008
4,226
44,328
40,508
72,286
65,738
63,757
34,126
3,018,O14
251.75
** Unrcvicwcd
363,424
ll 4,665
626,316
1,104,405
1.79
**Unrcvicwcd
2,517
2,831
20,614
25,961
l 1.04

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
B�D ITEM = 4]60 BL
Description= CONCDF.CK Unit= M3 TakeoffQuan: 11,988.000 EngrQuan: 11,988.000
366150 S& I safety rails Quan: 8,565.62 M Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from RPAMLICO2012 *****
ACARP3 3 Man Carpenter Crew 407.88 CH Prod: 6.0000 UM Lab Pcs: 3.50 Eqp Pcs: 2.10
3SAFFRAIL Safety Rail@] 07% 8,565.62 M 5.000 45,826
85300C 450 Desck Finisher 1.05 428.28 HR 31.500 13,491
85305C Work Bridge 1.05 428.28 HR 5.340 2,287
CAOI Carpenter Fareman 0.50 203.94 MH 23.000 7,508
CA02 Carpenter Journeyman 3.00 1,223.66 MH 21.000 41,449
$l 10,560.85 0.1666 MH/M 1,427.6000 MH [ 3.902 ] 48,957 45,826 15,778
0.0476 Hr/Unit 40.7880 Shifts 0.1667 MH/Unit 5.72 5.35 1.84
� 366151 Access - Conc in superstr dk slabs, HPC Quan: 0.80 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
N
F--�
�***** Copied and adjusted from RPAMLICO2012 *****
3EA08 Stair Tower c�i 107% 0.] 8 LS 100,000.000 19,260
$19,260.00 [ ] 19,260
24,075.00
_____> Item Totals: 4160 - CONC DECK
$10,245,349.42 7.]930 MH/M3 86,229.74 MH [ 150.972 ] 2,654,941 5,260,34] 879,07] 721,494 729,502
854.634 ll988 M3 221.47 438.80 73.33 60.18 60.85
BID ITEM = 4] 70 BL
Description = END BENTS RFC-STAINLESS STEEL (ASTM A 95 Unit= KG TakeoffQuan: ] 3,251.000 Engr Quan: 13,251.000
433 S& I Reinforcing Steel-End Bents 1& 2 Quan: 13,250.98 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from RPAMLICO2012 *****
2SRASS Resteel Accessori@107% 13,250.98 KG 0.250 3,545
2SRSS Reinforcing Steel@107% 13,250.98 KG 4.250 60,259
4REBARSS Stainless Steel R@101 % 13,250.98 KG 0.580
$71,565.89 [ ] 63,803
_____> Item Totals:
D
�
W
4170
4.82
- END BENTS RFC-STAINLESS STEEL (ASTM A 95
7,762
7,762
0.59
Page 21
OS/04/2012 12:08
Total
**Unrevicwed
45,826
13,491
2,287
7,508
41,449
] 10,561
12.91
**Unreviewed
] 9,260
19,260
24,075.00
] 0,245,349
854.63
* * U nrcvi cwcd
3,545
60,259
7,762
71,566
5.40

DMJM Harris
RBONNFR20] 2 BONNER 20] 2 REVISION 2(OPT 2)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
BID [TEM = 4170
Description = END BENTS RFGSTAINLESS STEF,L (ASTM A 95
$71,565.89
5.401 13251 KG
Cost Report
Unit
Cost
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Unit = KG Takeoff Quan: 13,251.000 F,ngr Quan
[ ] 63,803
4.81
BL
13,251.000
7,762
0.59
BID ITEM = 4175 BL
Description = END BENTS-CIP CONCRF,TF. Unit = M3 TakeoffQuan: 90.000 F.ngr Quan: 90.000
400 Set & Strip End Bent Forms Quan: 163.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
End bent is 8'(h)x3.5'(w)x52'(1)-two total
Formwork is(1+16)*2*2.4*2=165 m2
d ACARP3 3 Man Carpenter Crew 65l .l4 CH Prod: 0.2503 UH Lab Pcs: 3.50 Eqp Pcs: 0.00
N3F1 WOODEN FORMS@107% 163.00 M2 32.250 5,625
� CA01 Carpenter Foreman 0.50 325.57 MH 23.000 1 1,985
CA02 Carpenter Journeyman 3.00 1,953.45 MH 21.000 66,170
$83,779.58 13.9817 MH/M2 2,279.0200 MI1 [ 327.372 ] 78,155 5,625
3.9947 Hr/Unit 65.1140 Shifts 13.9817 MH/Unit 479.48 34.51
410 Pour & Finish End Bents 1& 2 Quan: 90.00 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
CNC087 Conc Crew w/9320 7.50 CH Prod: 1.5000 UM Lab Pcs 8.00 Eqp Pcs: 6.00
2C0005 4500 PSI Concrete@] 07% 94.50 M3 153.250 ] 5,496
84303R American 9320 250 T 1.00 7.50 HR 291.660 1,190 998
85000C 5 KW GENERATOR 1.00 7.50 HR 4.550 8 26
85320C Concr bucket 1.-5-3 C 1.00 7.50 HR 12.090 62 29
85340R Pump Truck 1.00 7.50 HR 1 11.450 288 548
85360C Hi-Cycle Concrete Vibr 2.00 15.00 HR 1.410 l5 6
CM02 Concrete Finisher Journeym 1.00 7.50 MH 18.250 222
LA01 Labarer Foreman 1.00 7.50 MH 16.500 203
LA02 Laborer,Skilled 2.00 15.00 MH 14.500 362
LA03 Laborer, unskilled 2.00 15.00 MH 13.000 329
OPOS Operator, Crane>140 T 1.00 7.50 MH 28.000 319
OPl2 Oiler 1.00 7.50 MH 14.000 l71
$20,270.44 0.6666MH/M3 60.0000 MH [12.077] 1,605 ]5,496 1,563 1,606
0.0833 Hr/Unit 0.7500 Shifts 0.6667 MH/Unit 17.84 172.18 1736 17.85
_____> Item Totals: 4175 - END BENTS-CIP CONCRETE
$104,050.02 25.9891 MH/M3 2,339.02 MH [ 604.984 ] 79,760 15,496 5,625 1,563 1,606
D
�
�
Page 22
OS/04/2012 12:08
Total
71,566
5.40
**Unreviewed
5,625
11,985
66,170
83,780
513.99
* * Unreviewed
15,496
2,] 87
34
91
836
2l
222
203
362
329
319
17l
20,270
225.23
104,050

DMJM Harris
RBONNFR20] 2 BONNER 20] 2 REVISION 2(OPT 2)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
BID [TEM = 4175
Description = END BENTS-CIP CONCRETE
],156.1 ll 90 M3
BIDITEM = 4180
Description = REBAR IN PC DK SEGS
4100 Rebars in segs
15 mhrs/tonne x $30/hr = $450/1000kg = $0.45/kg
2SR Reinfarcing Steel@107% 1,064,22498 KG
2SRA Resteel Accessori@107% 1,064,224.98 KG
d 4REBAR Rebar place@101 °/o 1,064,224.98 KG
N $],876,015.79
�-+
V
_____> Item Totals: 4180 - REBAR IN PC DK SEGS
$],876,015.79
1.763 1064225 KG
Cost Report
Unit
Cost
Unit= M3
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BL
TakeoffQuan: 90.000 Engr Quan: 90.000
886.22 172.18 62.50 17.36 17.85
Page 23
OS/04/2012 12:08
Total
1,156.1 1
Unit= KG TakeoffQuan: 1,064,225.000 Engr Quan: 1,064,225.000
Quan: 1,064,224.98 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
* * U nrcvi cwed
1.000 1,138,721 1,138,721
O.100 113,872 113,872
0.580 623,423 623,423
[ ] 1,252,593 623,423 1,876,016
1.18 0.59 1.76
[ ] 1,252,593 623,423 ],876,016
1.18 0.59 1.76
BID [TEM = 4190
Description = PRE CAST CON DK SEGS Unit = M3 Takeoff Quan: ] 0,247.000 Engr Quan: 10,247.000
QUANTITY OF PRECAST SEGMENTAL BOX GIRDERS WAS REDUCED FROM 38,918 M3 TO 10,247 M3, OR APPROX. BY 74%.
ALL RESOURCES REQUIRED FOR SEGMENTAL GIRDERS PRODUCTIONS ARE REDUCED ACCORDINGLY, ALL RESOURCES THAT REQUIRED TO SET-UP AND MAINTAIN THE YARD-
ARE THE SAME.
20500 Casting Yard Staff Quan: 6.24 MTH Hrs/Shft: 10.00 Cal: 510 WC: NONE
Z035 --> Casting Supt 1,372.80 MH 58.000 101,615 101,615
Z040 —> Project Engineer 1,372.80 MH 58.000 101,615 101,615
Z045 —> Fi]ed F.ngineer#1 1,372.80 MH 38.500 69,759 69,759
Z070 —> ChiefSurveyor 1,372.80 MH 58.000 lO1,615 101,615
Z122 --> Accounting Clerk 1,372.80 MH 17.000 34,636 34,636
$409,238.55 1,100.0000 MH/MTH 6,864.0000 MH [ 50490 ] 409,239 409,239
1,100.0000 MH/Unit 65,58310 65,583.10
D
�
cn

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
B�D ITEM = 4]90
Description = PRE CAST CON DK SF,GS Unit= M3 Takcot�fQuan: 10,247.000 6n� Quan:
20500A Geometry Control Staff Quan: 7.70 MTH Hrs/Shft: 10.00 Cal: 510 WC: NONE
XZ072 --> Instrument man 4,99122 MH 30.000 193,160
$193,160.21 6482103 MH/MTH 4,991.2200 MH [ 19446.312 ] 193,160
648.2104 MH/Unit 25,085.74
20500A001 Cost of Land Quan: 22.53 ACRE Hrs/Shft: 10.00 Cal: 510 WC: NONE
6LAND LandRenULease 1.00 LS 1,169,500.000 1,169,500
$1,169,500.00 [ ] 1,169,500
51,908.57
� 20500A003 Clear and Grub Site Quan: 25.00 ACRE Hrs/Shft: ] 0.00 Cal: 510 WC: NONE
N
N
� 4CLR Clear and Grub Su@101 % 25.00 ACRE 1,754.000
$44,288.50 [ ]
20500A005 Crade and Level Quan: 54,083.10 CY Hrs/Shft: 10.00 Cal: 510 WC: NONE
Assume average of 1/2 cy cut/fill over 25 acres x 4840/2 = 60500cy
yard site of push dirt
4ROAD RoadWorkSub@]Ol% 54,083.]0 CY 3.500
$191,183.76 [ ]
20500A007 Stone Fill Quan: 27,041.00 TON Hrs/Shft: 10.00 Cal: 510 WC: NONE
Assumed 1/3 yd over 1/2 of 25 acres x 4840 x 1.Ston /cy = 30000 ton
4ROAD.01 Road Wark Sub@] O] % 26,613.09 LTN 23.390
$628,704.98 [ ]
20500A009 Fencing Quan: 5,924.98 FT Hrs/Shft: 10.00 Cal: 510 WC: NONE
4FENCE FencingSubcontra@]O1% 5,924.98 FT 17.540
$104,963.39 [ ]
D
�
rn
10,247.000
Page 24
OS/04/2012 12:08
Total
193,160
193,160
25,085.74
1,169,500
1,169,500
51,908.57
44,289 44,289
44,289 44,289
1.771.54 1.771.54
191,184 191,184
191,] 84 191,184
3.54 3.54
628,705 628,705
628,705 628,705
23.25 23.25
104,963 104,963
104,963 104,963
17.72 17.72

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
B�D ITEM = 4]90
Description = PRE CAST CON DK SEGS
20500A011 Yard Lights
4F.LEC Electrical Subcon@101%
$73,831.00
Page 25
OS/04/2012 12:08
Cost Report
Quantity Unit Perm Constr Equipment Equipment Sub-
Pcs Unit Cost Labor Material Matl/Exp Ownership Operation Contract Total
Unit= M3 Takeot�fQuan: 10,247.000 6n� Quan: 10,247.000
Quan: 22.22 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
25.00 EA 2,924.000 73,831 73,831
[ ] 73,831 73,831
3,322.73 3,322.73
20500A015 Utility hook-Ups Quan: 10.00 EA
3UTHOOK UtilityHook-ups@107% 10.00 EA 2,500.000
$26,750.00 [ ]
� 20500A017 Set-Up Trailers Quan: 2.71 EA
N
N
� F&5006 6 man Form & Sh-ip Crew 100.00 CH Prod: 10.0000 S
3MISC Miscellaneous Mat@107% 1.00 LS 10,000.000
3TRAlLER 60' by 10' Traile@107% 3.00 EA 20,000.000
84700C 185 CFM Compressor 1.00 ] 00.00 HR 18.520
85005C 20 KW GENERATOR 1.00 100.00 HR 15.450
Hrs/Shft: 10.00 Cal: 510 WC: NONE
26,750
26,750
2,675.00
Hrs/Shft: ]0.00 Cal: 510 WC: NONE
Lab Pcs: 6.00 Eqp Pcs: 2.00
10,700
64,200
3 82 l ,470
370 1,175
CAOl Carpenter Foreman 1.00 100.00 MH 23.000 3,681
CA02 Carpenter Journeyman 2.00 200.00 MH 21.000 6,775
LA02 Laborer,Skilled 2.00 200.00 MH 14.500 4,824
LA03 Laborcr, unskilled 1.00 100.00 MH 13.000 2,193
$95,770.32 221.4022 MH/EA 600.0000 MH [ 4343.173 ] 17,473 74,900 752 2,645
36.9004 Hr/Unit 10.0000 Shifts * 221.4022 MH/Unit 6,447.72 27,638.38 277.49 976.O1
20500A019 Expences Quan: 5.62 MTH Hrs/Shft: 10.00 Cal: 510 WC: NONE
30FFSUPPL Office Supply@107% 6.24 MTH 1,000.000 6,677
3SECURlTY Security@107% 6.24 MTH 1,000.000 6,677
3STOR-BOX Steel Storage Con@107% 1.30 EA 2,500.000 3,478
3TRASH GarbageDisposal�c�,107% 6.24 MTH 1,000.000 6,677
3UTILEXP Utility Bxpenses@]07% 6.24 MTH 2,000.000 13,354
$36,861.50 [ ] 36,862
20500A021
3FURN
D
�
�
Furn/Off Machines/Computers
Trailer Furnishin@107% 1.00 LS
6,558.99
Quan: 0.90 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
20,000.000 21,400
26,750
26,750
2,675.00
10,700
64,200
1,852
1,545
3,681
6,775
4,824
2,193
95,770
35,339.60
6,677
6,677
3,478
6,677
l 3,354
36,862
6,558.99
21,400

DMJM Harris
RBONNFR20] 2 BONNER 20] 2 REVISION 2(OPT 2)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 4190
Description = PRE CAST CON DK SEGS Unit= M3 TakeoffQuan: ] 0,247.000 F,ngr Quan: 10,247.000
30FFMACH Office Machines@107% 1.00 LS 30,000.000 32,100
$53,500.00 [ ] 53,500
59,444.44
20500B01 Set up Rebar Jigs & Hang-Up Racks Quan: 8.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
8 Jigs @ the 16 m width & 8 Hang-Up Racks
F&5006 6 man Form & Strip Crew 243.90 CH Prod: 24.3902 S Lab Pcs: 6.00 Eqp Pcs: 2.00
2CFL005 Cl-P Conc 5000@107% 48.76 CY 96.000 5,009
3F$025 Form Supplies@107% 2,439.00 SF 2.000 5,219
3F[N-PLY Fin-Ply@l07% 2,439.00 SF 4.000 10,439
3SCAFF-15K 15 Kip/Leg Scaffo@107% 39.04 F.A 325.000 13,576
� 84700C 185 CFM Compressor 1.00 243.90 HR 18.520 932 3,585
� 85005C 20 KW GENERATOR 1.00 243.90 HR 15.450 902 2,866
N CA01 Carpenter Foreman 1.00 243.90 MH 23.000 8,979
� CA02 Carpenter Journeyman 2.00 487.80 MH 21.000 16,523
LA02 Laborer,Skilled 2.00 487.80 MH 14.500 11,765
LA03 Laborer, unskilled 1.00 243.90 MH 13.000 5,350
$85,145.86 182.9250 MH/FA 1,463.4000 MH [ 3588.379 ] 42,617 5,009 29,235 1,834 6,451
30.4875 Hr/Unit 24.3900 Shifts * 182.9250 MH/Unit 5,327.18 626.08 3,654.32 22927 806.39
20500B02 Survey Platforms Quan: 4.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
8# square platforms 10' in the air
F&5006 6 man Form & Strip Crew 40.03 CH Prod: 4.0030 S Lab Pcs: 6.00 Eqp Pcs: 2.00
2CFL005 C]-P Conc 5000@l07% 10.00 CY 96.000 1,027
3F$O15 Farmwark@l07% 500.44 SF 2.000 1,07]
3SCAFF-15K 15 Kip/Leg Scaffo@]07% 20.00 EA 325.000 6,955
84308R American 7260 100T 0.00 HR 163.010
84700C 185 CFM Compressor 1.00 40.03 HR 18.520 153 588
85005C 20 KW GF,NERATOR 1.00 40.03 HR 15.450 148 470
CAOI Carpenter Foreman 1.00 40.03 MH 23.000 1,474
CA02 Carpenter Journeyman 2.00 80.06 MH 21.000 2,712
LA02 Laborer,Skilled 2.00 80.06 MH 14.500 ],931
LA03 Laborer, unskilled 1.00 40.03 MH 13.000 878
OP02 Operator,Crane<50 T 0.00 MH 26.000
$17,407.52 60.0450 MH/EA 240.1800 MH [ 1177.885 ] 6,995 1,027 8,026 301 ],059
]0.0075 Hr/Unit 4.0030 Shifts * 60.0450 MH/Unit 1,748.64 256.80 2,006.49 75.26 264.70
Page 26
OS/04/2012 12:08
Total
32,] 00
53,500
59,444.44
5,009
5,219
10,439
13,576
4,517
3,768
8,979
16,523
l 1,765
5,350
85,146
10,643.23
1,027
1,071
6,955
741
618
] ,474
2,712
1,931
878
17,408
4,351.88

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
B�D ITEM = 4]90
Description = PRE CAST CON DK SF,GS Unit= M3 Takcot�fQuan: 10,247.000 6n� Quan: 10,247.000
20500B03 Casting Machine Foundations Quan: 500.00 CY Hrs/Shft: 10.00 Cal: 510 WC: NONE
8 Beds
F&5006 6 man Form & Sh7p Crew 191.14 CH Prod: 191140 S
2CFL005 C]-P Conc 5000@107% 500.00 CY 96.000
2SR Reinforcing Stcel@107% 75,000.41 KG 1.000
2SRA Resteel Accessori@107% 64,S13.06 KG 0.100
3F$O10 Farmwork@107% 7,500.04 SF 2.000
4RBR Resteel Install S@101 % 75,000.41 LB 0.320
84700C 185 CFM Compressor 1.00 19l .14 HR 18.520
85005C 20 KW GENERATOR 1.00 191.14 HR 15.450
� CA01 Carpenter Foreman 1.00 191.14 MH 23.000
� CA02 Carpenter Journeyman 2.00 382.28 MH 21.000
N LA02 Laborer,Skilled 2.00 382.28 MH 14.500
� LA03 Laborer, unskilled 1.00 191.14 MH 13.000
$218,695.06 2.2936 MH/CY 1,146.8400 MH [ 44.994 ]
0.3823 Hr/Unit 19.1140 Shifts * 2.2937 MH/Unit
20500B04 Canopies Quan: 4.00 EA
3CANOPY Scg Mach Canopies@107% 5,00420 SF 10.000
$53,544.94 [ ]
20500B05
F&5006
2CFL005
2SR
2SRA
3F$005
3GANTRAIL
3TRACKSWTC
4RBR
84700C
85005C
CA01
CA02
D
�
�
Cantry Crane Rail
6 man Form & Stnp Crew
Cl-P Conc 5000@107%
Reinforcing St�el@107%
Resteel Accessori@107%
Formwark@l 07%
l00# Gantty Rail@107%
GantryTrack Swit@107%
Resteel Install S@l O l%
185 CFM Compressor
20 KW GENERATOR
Carpenter Foreman
Carpenter Journeyman
196.74 CH
1,500.00 CY
] 19,999.97 KG
119,999.97 KG
6,000.00 LF
6,000.00 LF
0.60 EA
] 19,999.97 LB
1.00 196.74 HR
1.00 196.74 HR
1.00 196J4 MH
2.00 393.48 MH
Quan: 6,000.00 LF
Prod: 19.6740 S
96.000
1.000
0.100
2.000
20.000
35,000.000
0.320
l 8.520
15.450
23.000
21.000
Lab Pcs: 6.00 Eqp Pcs: 2.00
51,360
80,250
6,903
16,050
24,240
730 2,810
707 2,246
7,037
12,949
9,220
4,193
33,399 138,513 16,050 1,437 5,056 24,240
66.80 277.03 32.10 2.87 10.1 ] 48.48
Hrs/Shft: 10.00 Cal: 510 WC: NONE
53,545
53,545
13,38624
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs: 6.00 Eqp Pcs: 2.00
154,080
128,400
12,840
12,840
128,400
22,470
38,784
752 2,892
728 2,312
7,243
13,328
Page 27
OS/04/2012 12:08
Total
51,360
80,250
6,903
16,050
24,240
3,540
2,953
7,037
12,949
9,220
4,193
218,695
437.39
53,545
53,545
13,386.24
154,080
128,400
12,840
12,840
128,400
22,470
38,784
3,644
3,040
7,243
13,328

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
BID [TEM = 4190
Description = PRE CAST CON DK SEGS
LA02 Labarer,Skilled
LA03 Labarer, unskilled
$538,874.20 0.1967 MH/LF
0.0328 Hr/Unit 19.6740 Shifts
20500B06 Set-Up Casting Machines
F&5006 6 man Form 8r Snip Crcw
3MISC.01 Miscellaneous Mat@107%
84700C 185 CFM Compressar
85005C 20 KW GENERATOR
CA01 Carpenter Fareman
� CA02 Carpent�r Journeyman
F! , LA02 Laborer,Skilled
N LA03 Laborer, unskilled
�$150,559.87 600.3079 MH/F,A
100.O513 Hr/Unit 72.1370 Shifts
20500D Speciality Engineering
6SREC-ENG Special Engineering
$1,169,500.00
Quantity
Unit
Unit
Cost
Cost Report
Unit = M3
2.00 393.48 MH 14.500
1.00 196.74 MH 13.000
1,180.4400 MH [ 3.859 ]
* 0.7967 MWOnit
Page 28
OS/04/2012 12:08
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract Total
Takeoff Quan: ] 0,247.000 Engr Quan: 10,247.000
9,491 9,491
4,315 4,315
34,377 295,320 ]63,710 1,479 5,204 38,784 538,874
5.73 4922 2729 0.25 0.87 6.46 89.81
Quan: 7.21 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
72] 37 CH Prod: 72.1370 S Lab Pcs: 6.00 Eqp Pcs: 2.00
7.21 EA 1.000 8
1.00 721.37 HR 18.520 2,756 10,604
L00 72137 HR 15.450 2,669 8,476
1.00 72137 MH 23.000
2.00 1,442.74 MH 21.000
2.00 ],442.74 MH 14.500
1.00 721.37 MH 13.000
4,328.2200 MH [ 11776.039 ]
* 600.3079 MH/Unit
Quan: 1.00 LS
1.00 LS 1,169,500.000
�l
20500E Casting Yard Equip & Op's
Equip based on 176 hr/mth & 24 months to cast
3FMFC Metal Column Farm@107 0.50 SF
811 GANTRY l 00T Gantry Crane 999.99 HR
8] 1 PC-PU OP Precast Yard P/U Op's 10,560.00 HR
811PGPU'S Precast Yard Pick-Up 2.50 EA
81 l PC-PUSA PC Yard P/U Salvage 2.50 F,A
811RLLRSCR RollerScreed 1.00 EA
81 lTRLRPMP --> Trailer Pump(60 cy/hr) 999.99 HR
83405C -> CAT 966F (220 HP) 999.99 HR
84308R =_> American 7260 100T 999.99 HR
84510R =-> 50 Ton R.T. 999.99 HR
84700C =_> 185 CFM Compressor 2,000.00 HR
84910C => 400 Amp Welder 2,000.00 HR
�
Quan
150,000.000
l 18.000
3.000
30,000.000
10,000.000
11,000.000
48.400
87.530
163.0 ] 0
128.100
l 8.520
I 1.250
26,556
48,870
34,798
] 5,823
126,047
17,482.28
Hrs/Shft: 10.00
6.00 MTH Hrs/Shft: ]0.00
8 5,425 19,080
1.07 752.38 2,646.36
Cal: 510 WC: NONE
1,169,500
1,169,500
1,169,500.00
Cal: 510 WC: NONE
80,250
117,999
31,680
75,000
25,000
1 1,770
16,400 32,000
34,230 53,299
83,809 79,199
56,174 80,891
7,640 29,400
3,800 18,700
8
13,360
11,145
26,556
48,870
34,798
15,823
150,560
20,882.09
1,169,500
1,169,500
1,169,500.00
8Q250
117,999
31,680
75,000
25,000
l 1,770
48,400
87,529
163,008
l 37,066
37,040
22,500

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
BID [TEM = 4190
Description = PRE CAST CON DK SEGS Unit= M3
85005C =_> 20 KW GENERATOR 2,000.00 HR 15.450
85315 --> Conc. Bucl<et 5 CY 2,000.00 HR 18.040
85320C --> Concr bucket 1.-5-3 C 2,000.00 HR 12.090
85325C --> Concrete Saw Handhel 2,000.00 HR 11.460
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
TakeoffQuan: ]0,247.000
L165 -> Mechanic 2,000.00 MH 35.000 101,630
OP03 =_> Operator, crane S 1T 999.99 MH 26.000 39,722
OPO4 =_> Operator, Crane 91T 2,000.00 MH 28.000 85,094
OP10 =_> Operator, Loader 999.99 MH 2O.500 31,954
$1,209,721.70 999.9966 MH/MTH 5,999.9800 MH [ 31624.913 ] 258,400
9999967 MH/Unit 43,066.71
20500F Concrete and Embeds Quan: 10,247.20 M3 Hrs/Shft: 10.00
�2ACCESSH AccessHATCHF,S@107°/a 13.17 EA 350.000 4,932
N 2BOX-DRN Box Drains@107% 394.95 EA 1.000 423
W 2CFL025.01 Cl-N Conc (FL)@] 07% 10,24720 M3 196.500 2,154,525
2CSUPER Super-plasticizer@107% 10,247.20 M3 15.000 164,468
2DIAP-DOOR Diphragm Door As@107% 13.17 EA 550.000 7,751
2LIFT-BLK Lifting Block Out@107% 1,527.15 EA 2.500 4,085
2RF,STR-PIPE Restrainer Assemb@107% 2633 F,A 30.000 845
2SCUPPFRS Seg Deck Scuppers@107% 210.64 EA 1.500 338
$2,337,366.32 [ ] 2,337,366
228.10
20500G03 Form Pier & end benY special seg's Quan: 10.00 EA Hrs/Shft: 10.00
SEG 4.5 Man Segment Precasting 33333 CH Prod: 150.0000 MU Lab Pcs:
CA01 Ca�penterForeman 0.50 166.67 MH 23.000 6,136
CA02 CarpenterJourneyman 1.00 333.33 MH 21.000 11,291
CMO1 Concrete Finisher Foreman 1.00 33333 MH 2O.250 10,831
IWO1 Ironwarker Foreman 1.00 333.33 MH 28.000 14,960
LA02 Laborer,Skilled 1.00 333.33 MH 14.500 8,040
$51,258.14 ]49.9990 MH/EA ],499.9900 MH [ 3492.477 ] S1,258
33.3330 Hr/Unit 33.3330 Shifts 149.9990 MH/Unit * 5,125.81
20500G05 Form typical seg's Quan: 340.00 EA Hrs/Shft: 10.00
The segmental box was quantified based on the overall length shown on the 2006 Preliminary Plans.
lOft +/-, thus the total number of sections (boxes) would be approximately 350.
�
F,ngr Quan: 10,247.000
7,400 23,500
24,580 17,500
16,480 7,700
5,620 17,300
80,250 517,582 353,490
13,375.00 86,263.65 58,914.92
Cal: 510 WC: NONE
Cal: 510 WC: NONE
4.50 Eqp Pcs: 0.00
Page 29
OS/04/2012 12:08
Total
30,900
36,080
24,] 80
22,920
] 01,630
39,722
85,094
31,954
1,209,722
20],62028
4,932
423
2,154,525
164,468
7,751
4,085
845
338
2,337,366
228.10
6,136
11,291
10,831
14,960
8,040
51,258
5,125.81
Cal: 510 WC: NONE
The segments were assumed to have a length of

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 4190
Description = PRE CAST CON DK SEGS Unit = M3 Takeoff Quan: ] 0,247.000 F,ngr Quan: 10,247.000
Pier segments-10 ea, typical segments-340 ea
SEG 4.5 Man Segment Precasting 7,555.57 CH Prod: 100.0003 MU Lab Pcs:
CA01 Carpenter Foreman 0.50 3,777.79 MH 23.000 ] 39,073
CA02 Carpenter Journeyman 1.00 7,555.58 MH 21.000 255,931
CMO1 Concrete Finisher Foreman 1.00 7,555.58 MH 2O.250 245,513
IW01 Ironworker Foreman 1.00 7,555.58 MH 28.000 339,108
LA02 Laborer,Skilled 1.00 7,555.58 MH 14.500 182,236
$1,161,862.63 ]00.0003 MH/EA 34,000.1100 MH [2328.341 ] 1,161,863
222223 Hr/Unit 755.5570 Shifts 100.0003 MH/Unit * 3,41724
20500H Pour Segments Quan: 350.00 EA Hrs/Shft: 10.00
CON006 6 Man Conc Place and Finish 1,050.00 CH Prod: 3.0000 HU Lab Pcs:
� 84700C 185 CFM Compressar 1.00 1,050.00 HR 18.520
N 85005C 20 KW GENERATOR 1.00 1,050.00 HR 15.450
� 85360C Hi-Cycle Concrete Vibr 2.00 2,100.00 HR L410
CM02 Concrete Finisher Journeym 2.00 2,100.00 MH 18.250 62,121
LA01 LaborerForeman 1.00 1,050.00 MH 16.500 28,384
LA02 Laborer,Skilled 2.00 2,100.00 MH 14.500 50,651
LA03 Laborer, unskilled 1.00 1,050.00 MH 13.000 23,031
OPO1 Operator Foreman 1.00 1,050.00 MH 30.000 47,641
$250,456.98 21.0000 MH/FA 7,350.0000 MH [ 412.5 ] 211,827
3.0000 Hr/Unit * 105.0000 Shifts 21.0000 MH/Unit 60522
20500I Clean and Rub Segments Quan: 350.00 EA Hrs/Shft: 10.00
CNC71 Pouit, Patch and Rub Crew 1,166.66 CH Prod: 3.0000 US Lab Pcs:
3CCA Concrete rubbing@107% 13,070.54 M2 1.000
3CURE Curing@107% 24,204.70 M2 0.550
3SAND Sand Blasting Mat@]07% 4,295.12 M2 2.500
CMOI Concrete Finisher Fareman 1.00 1,166.67 MH 2O.250 37,910
CM02 Concrete Finisher Journeym 5.00 5,833.33 MH 18.250 ] 72,558
$250,187.08 20.0000 MH/F.A 7,000.0000 MH [ 408.833 ] 210,468
3.3333 Hr/Unit 116.6660 Shifts 20.0000 MH/Unit 601.34
20500K Store Segments Quan: 300.00 EA Hrs/Shft: 10.00
3DUNNAGE Hardwood Blocking cr 107% 15.64 MBFT 1,000.000
$]6,734.80 [ ]
�
4.50 Eqp Pcs: 0.00
Cal: 510 WC: NONE
7.00 F,c� Pcs: 4.00
4,011 15,435
3,885 12,338
2,121 840
]0,017 28,613
28.62 81.75
Cal: 510 WC: NONE
6.00 Eqp Pcs: 0.00
13,985
14,244
11,489
39,719
113.48
Cal: 510 WC: NONE
16,735
16,735
Page 30
OS/04/2012 12:08
Total
139,073
255,931
245,513
339,108
182,236
1,] 61,863
3,417.24
19,446
16,223
2,961
62, ] 21
28,384
50,651
23,031
47,641
250,457
715.59
13,985
14,244
l 1,489
37,910
172,558
250,187
714.82
**Unreviewed
] 6,735
16,735

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 4190
Description = PRE CAST CON DK SEGS Unit = M3 Takeoff Quan: ] 0,247.000 Engr Quan: 10,247.000
55.78
20500L Dismantle Casting Yard Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
F&5006 6 man Form & Strip Crcw 200.00 CH Prod: 20.0000 S Lab Pcs: 6.00 Eqp Pcs: 2.00
Page 31
OS/04/2012 12:08
Total
55.78
4DEM0.01 Demolition Sub@l0]% 2,09691 CY 58.480 123,854 123,854
84308R American 7260 100T 0.00 HR ] 63.010
84700C 185 CFM Compressor 1.00 200.00 HR 18.520 764 2,940 3,704
85005C 20 KW GENERATOR 1.00 200.00 HR 15.450 740 2,350 3,090
CA01 Carpenter Foreman 1.00 200.00 MH 23.000 7,363 7,363
CA02 Carpenter Journeyman 2.00 400.00 MH 21.000 13,549 13,549
LA02 Laborer,Skilled 2.00 400.00 MH 14.500 9,648 9,648
� LA03 Labarer, unskillcd 1.00 200.00 MH 13.000 4,387 4,387
F! , OP02 Operator,Crane<50 T 0.00 MH 26.000
�N $] 65,594.21 1,200.0000 MH/LS 1,200.0000 MH [ 23540 ] 34,947 1,504 5,290 123,854 165,594
200.0000 Hr/Unit 20.0000 Shifts * 1,200.0000 MH/Unit 34,946.64 1,504.00 5,290.00 123,853.57 165,594.21
_____> Item Totals: 4190 - PRE CAST CON DK SEGS
$]0,704,661.52 7.5987 MH/M3 77,86438 MH [ 192.042 ] 2,792,070 2,777,235 2,938,289 540,332 426,887 1,229,849 ]0,704,662
1,044.663 10247 M3 272.48 27].03 286.75 52.73 41.66 ]20.02 1,044.66
BID ITEM = 4191
Description = ERECT PC DK SEGS Unit=
21100A01 Heavy Lift Crane Assembly Marine Quan:
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
LA02 =_> Laborer,Skilled 78.00 MH 14.50
OPOS --> Operator, Crane>140 156.00 MH 28.00
$8,518.67 600.0000 MWLS 234.0000 MH [ 15510
600.0000 MH/Unit
21100A02 Heavy Crane Site Moves Marine Quan:
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
LA02 --> Laborer,Skilled 27.30 MH 14.50
OPOS =_> Operator, Crane>140 54.60 MH 28.00
D
�
W
BL
M3 Takeoff Quan: ] 0,247.000 F.ngr Quan: 10,247.000
0.39 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
0 1,881
0 6,637
] 8,519
21,842.74
2.73 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
0 658
0 2,323
**Unrcvicwcd
1,881
6,637
8,S l 9
21,842.74
* * U nreviewed
658
2,323

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 4191 BL
Description = ERECT PC DK SEGS Unit = M3 Takeoff Quan: 10,247.000 F,ngr Quan: 10,247.000
$2,981.54 30.0000 MH/EA 81.9000 MH [ 775.502 ] 2,982
30.0000 MH/Unit 1,092.14
21100E Prop Extended Catilevers Quan: 9.02 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted frOm V:\HEAVYBID\EST\BONNER2012 *****
F&5006 6 man Form & Sh-ip Crew 263.29 CH Prod: 26.3296 S
3MSTRSTL Misc Struc Steel@107% 13.16 TON 1,000.000
3SHOR-100K 100 Kip Shoring@107% 0.26 LS 250,000.000
84700C 185 CFM Compressar 1.00 263.30 HR 18.520
85005C 20 KW GENERATOR 1.00 26330 HR 15.450
CA01 Carpenter Foreman 1.00 263.30 MH 23.000
� CA02 Carpenter Journeyman 2.00 526.59 MH 21.000
� LA02 Laborcr,Skilled 2.00 526.59 MH 14.500
N LA03 Laborer, unskilled 1.00 26330 MH 13.000
�$138,582.15 175.1419 MH/EA 1,579.7800 MH [3435.701 ]
29.1896 Hr/Unit 26.3290 Shifts * 175.1419 MH/Ui�it
2ll OOF Stability Systems Quan: 17.09 EA
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
F&5006 6 man Form & Sh-ip Crew 256.29 CH Prod: 1.4997 SU
3MISC Miscellaneous Mat@107% 17.09 LS 1.000
3PIERBRKT Erection Truss Pi@] 07% 1.05 EA 50,000.000
84700C 185 CFM Compressor 1.00 256.29 HR 18.520
85005C 20 KW GENERATOR L00 256.29 HR ] 5.450
CA01 Carpenter Fareman 1.00 256.29 MH 23.000
CA02 Carpenter Journeyman 2.00 512.59 MH 21.000
LA02 Laborer,Skilled 2.00 512.59 MH 14.500
LA03 Laborer, unskilled 1.00 256.29 MH 13.000
$109,682.39 89.9801 MH/F,A ],537.7600 MH [ 1765.11 ]
14.9965 Hr/Unit 25.6290 Shifts 89.980] MH/Unit
21100H load Out Seg' @ PC Yard Quan: 358.35 EA
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
LAB02 2 Man Labar Crew 895.86 CH Prod: 4.0000 US
3MISC Miscellaneous Mat@107% 358.35 EA 10.000
4HAUL Haul Carolina to@101% 358.35 TRIP 1,169.500
LA02 Laborer,Skilled 1.00 895.86 MH 14.500
D
�
�
Lab Pcs: 6.00 Eqp Pcs: 2.00
14,08]
69,550
1,006 3,871
974 3,094
9,693
l 7,837
12,701
5,775
46,007 83,631 1,980 6,964
5,100.52 9,271.75 219.51 772.09
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs: 6.00 Eqp Pcs: 2.00
18
56,] 75
979 3,767
948 3,011
9,435
17,363
12,363
5,622
44,783 56,193 1,927 6,779
2,620.42 3,288.08 112.77 396.66
Hrs/Shft: 10.00 Cal: 510 WC: NONE
21,608
Lab Pcs: 2.00 Eqp Pcs: 0.00
3,834
423,281
Page 32
OS/04/2012 12:08
Total
2,982
],092.14
** Unrcvicwed
14,081
69,550
4,876
4,068
9,693
17,837
12,701
5,775
138,582
15,363.87
**Unreviewed
18
56,175
4,746
3,960
9,435
17,363
l 2,363
5,622
109,682
6,417.93
** Unrcvicwed
3,834
423,281
21,608

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Page 33
OS/04/2012 12:08
Total
BID [TEM = 4191 BL
Description = ERECT PC DK SEGS Unit = M3 Takeoff Quan: 10,247.000 F,ngr Quan: 10,247.000
LA03 Labarer, unskilled 1.00 895.86 MH 13.000 19,650 19,650
$468,373.54 4.9999 MH/EA ],791.7200 MH [ 75.624 ] 41,258 3,834 423,281 468,374
2.5000 Hr/Unit 89.5860 Shifts 4.9999 MH/Unit 115.13 10.70 1,181.20 1,307.03
21100J Apply Epoxy Quan: 380.73 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
LAB02 2 Man Labar Crew 951.81 CH Prod: 2.5000 HU
2EPDXY Segment Epoxy Glu@l07% 2,284.35 GAL 22.000
3GLOVES Gloves to apply F,@107% 761.45 PR 2.500
LA02 Laborer,Skilled 1.00 951.81 MH 14.500
LA03 Laborer, unskilled 1.00 951.81 MH 13.000
�$99,645.16 4.9999 MH/F.A 1,903.6200 MH [ 75.624 ]
� 2.5000 Hr/Unit * 95.1810 Shifts 4.9999 MH/Unit
r-�
N
� 21100K Erect Pier, abut & special Segme Quan: 33.70 EA
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
ERECT8 Se�nent Erecrion Crew 1,685.09 CH Prod: 5.0003 SU
3MISC Miscellaneous Mat@107% 33.70 EA 1.000
84310 4100 Manitowoc S2 1.00 1,685.09 HR 327.850
84700C 185 CFM Compressor 1.00 1,685.09 HR 18.520
85005C 20 KW GENERATOR 1.00 1,685.09 HR 15.450
iW011 Ironworker Foreman 1.00 1,685.09 MH 28.000
IW02 lronwarker Jorneyman 3.00 5,055.28 MH 26.000
LA02 Labor�r,Skilled 3.00 5,055.28 MH 14.500
OPOS Operator, Crane>140 T 1.00 1,685.09 MH 28.000
$],090,758.50 400.0219 MH/EA 13,480.7400 MH [ 9763.035 ]
50.0027 Hr/Unit ] 68.5090 Shifts 400.0220 MH/Unit
2ll OOL Erect Cantilever 5egments Quan: 348.08 EA
***�* Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
FRECT8 Segment Erection Crew 1,160.25 CH Prod: 3.0000 US
84310 4100 Manitowoc S2 1.00 1,160.26 HR 327.850
84700C 185 CFM Compressor 1.00 1,160.26 HR 18.520
85005C 20 KW GENERATOR 1.00 1,16026 HR 15.450
IWO11 IronworkerForeman 1.00 1,160.26 MH 28.000
IW02 Ironwarker Jorneyman 3.00 3,480.77 MH 26.000
LA02 Laborer,Skilled 3.00 3,480.77 MH 14.500
D
�
cn
Lab Pcs: 2.00 Eqp Pcs: 0.00
53,774
2,037
22,957
20,878
43,835 53,774 2,037
115.13 14124 5.35
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs: 8.00 Eqp Pcs: 3.00
36
298,851 253,606
6,437 24,771
6,235 19,800
75,630
2l 1,767
12],930
71,696
481,023 36 311,523 298,177
] 4,273.69 1.07 9,243.99 8,847.97
Hrs/Shft: 10.00 Cal: 510 WC: NONE
52,075
145,810
83,954
Lab Pcs: 8.00 Eqp Pcs: 3.00
205,772 174,619
4,432 17,056
4,293 13,633
**Unreviewed
53,774
2,037
22,957
20,878
99,645
261.72
** Unreviewed
36
552,457
31,208
26,035
75,630
211,767
121,930
71,696
1,090,759
32,366.72
**Unrcvicwcd
380,391
21,488
17,926
52,075
145,8] 0
83,954

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Page 34
OS/04/2012 12:08
Total
BID [TEM = 4191 BL
Description = ERECT PC DK SEGS Unit = M3 Takeoff Quan: 10,247.000 F,ngr Quan: 10,247.000
OPOS Operator, Crane>140 T 1.00 1,160.26 MH 28.000 49,366 49,366
$751,010.19 26.6664 MH/EA 9,282.0600 MH [ 650.828 ] 331,205 214,497 205,308 751,010
3.3333 Hr/Unit 116.0250 Shifts 26.6665 MH/Unit 951.52 61623 589.83 2,157.58
21100M01 Clean Excess Epoxy Quan: 380.73 JTS Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
LAB02 2 Man Labar Crew 571.08 CH Prod: 3.0000 MU Lab Pcs: 2.00 Eqp Pcs:
LA02 Labarer,Skilled 1.00 57].09 MH 14.500 13,774
LA03 Laborer, unskilled 1.00 57l .09 MH 13.000 12,527
$26,301.00 2.9999 MH/JTS 1,142.1800 MH [ 45.375 ] 26,301
1.5000 Hr/Unit 57.1080 Shifts 3.0000 MH/Unit * 69.08
�2ll00N Temp Handrail Quan: 6,951.01 LF Hrs/Shft: 10.00 Cal: 510 WC: NONE
r-�
N
�***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
F&5006 6 man Form & Stnp Crew 57.90 CH Prod: 20.0055 UM Lab Pcs: 6.00 Eqp Pcs:
84700C 185 CFMCompressor 1.00 57.91 HR 18.520 22]
85005C 20 KW GF.,NERATOR 1.00 57.91 HR 15.450 214
CA01 Carpenter Fareman 1.00 5791 MH 23.000 2,132
CA02 Carpenter Journeyman 2.00 l 15.82 MH 21.000 3,923
LA02 Laborcr,Slcilled 2.00 115.82 MH 14.500 2,794
LA03 Laborer,unskilled ].00 57.91 MH 13.000 1,270
$12,085.97 0.0499 MH/LF 347.4600 MH [0.981 ] 10,119 435
0.0083 Hr/Unit 5.7900 Shifts 0.0500 MH/Unit 1.46 0.06
21100P Form & Strip CIP Segments Quan: 426.54 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
F&5006 6 man Form & Strip Crew 355.44 CH Prod: 0.2000 UM Lab Pcs: 6.00 Eqp Pcs:
3F$O10 Farmwark@107% 26.33 M2 600.000 16,904
84700C 185 CFM Compressor 1.00 355.45 HR 18.520 1,358
85005C 20 KW GENERATOR 1.00 355.45 HR 15.450 1,315
CAOI Caipenter Foreman 1.00 355.45 MH 23.000 13,085
CA02 Carpenter Journeyman 2.00 710.90 MH 2].000 24,080
LA02 Laborer,Skilled 2.00 710.90 MH 14.500 17,146
LA03 Laborer, unskilled 1.00 355.45 MH 13.000 7,797
$91,087.39 5.0000 MWM2 2,132.7000 MH [ 98.083 ] 62,109 16,904 2,673
0.8333 Hr/Unit 35.5440 Shifts 5.0000 MH/Unit 145.61 39.63 6.27
�
0.00
2.00
851
680
1,532
0.22
2.00
5,225
4,177
9,402
22.04
**Unreviewed
13,774
12,527
26,301
69.08
**Unreviewed
1,072
895
2,132
3,923
2,794
1,270
12,086
1.74
** Unreviewed
16,904
6,583
5,492
13,085
24,080
17,146
7,797
91,087
213.55

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
B�D ITEM = 4191 BL
Description = ERECT PC DK SEGS Unit= M3 TakeoffQuan: 10,247.000 Engr Quan: 10,247.000
21100P01 Pour Closure Segments Quan: 101.90 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
CNCOS CONC CREW W/3900 2037 CH Prod: 0.5000 UM Lab Pcs: 10.00 Eqp Pcs: 15.00
2C0006 5000 PSI Concrete@107% 111.51 M3 157.200 18,756
84335R 3900 Manitowoc l 10 2.00 40.76 HR ] 56.470 3,390 2,988
85000C 5 KW GENF.RATOR 1.00 20.38 HR 4.550 22 70
85320C Concrbucket ].-5-3 C 6.00 122.27 HR 12.090 1,008 47l
85360C Hi-CycleConcrete Vibr 6.00 122.27 HR 1.410 ]23 49
CM02 Concrete Finisher Journeym ].00 20.38 MH 18.250 603
LA01 LaborerForeman 1.00 20.38 MH 16.500 SSl
� LA02 Laborer,Skilled 2.00 40.76 MH 14.500 983
� LA03 Labor�r, unskilled 2.00 40.76 MH 13.000 894
N OPO4 Operator, Crane 91 T 2.00 40.76 MH 28.000 1,734
�OP12 Oiler 2.00 40.76 MH 14.000 928
$32,570.91 2.0000 MH/M3 203.8000 MH [ 38.225 ] 5,693 18,756 4,543 3,578
0.1999 Hr/Unit 2.0370 Shifts 2.0000 MH/Unit 55.87 184.07 44.59 35.11
CLASS-V CI-V Concrete Coating Quan: 390,005.32 SF Hrs/Shft: 10.00 Cal: 510 WC: NONE
Page 35
OS/04/2012 12:08
Total
**Unrevicwed
18,756
6,378
93
1,478
]72
603
SSl
983
894
1,734
928
32,571
319.64
**Unrcvicwcd
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
4COAT10 Class V Sub@l01% 390,00532 SF 4.390 1,729,245 1�729,245
$1,729,244.59 [ ] ],729,245 1,729,245
4.43 4.43
PROFILE Profilograph of Deck Surface Quan: 0.26 YD Hrs/Shft: 10.00 Cal: 510 WC: NONE
** Unreviewed
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
4PROFILE Profillograph Sub@l Ol% 2.63 DAY 1,754.000 4,659 4,659
$4,659.15 [ ] 4,659 4,659
_____> IYem Totals:
$4,565,501.15
445.545
4191 - ERECT PC DK SECS
3.2904 MH/M3 33,717.72 MH
10247 M3
17,919.81 17,919.81
[ 73.25 ] ],103,833 72,530 ]62,636 537,579 531,739 2,157,185 4,565,501
107.72 7.08 15.87 52.46 51.89 210.52 445.55

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BIDITEM = 4192 BL
Description = 96" FIB GTRDERS Unit= M TakeoffQuan: 14,408.000 Engr Quan: 14,408.000
367301 Precast Beams Quan: 289.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from V:\HEAVYBID\EST\RPAMLICO2012 *****
Al W4 PC Placing 96333 CH Prod: 3.0000 US
2PCGFIB96 96" FIB GIRDERS@107% 14,408.00 M 1,050.000
804380 400 AMP WELDER 1.00 963.33 HR 11.250
84303R American 9320 250 T 2.00 1,926.67 HR 291.660
8TRUSS Deal girder trus & po 0.15 HR 150,000.000
IWO1 Ironwarker Fareman 1.00 963.33 MH 28.000
IW02 lronwarker Jorneyman 6.00 5,780.00 MH 26.000
LA02 Labarer,Skilled 2.00 1,926.67 MH 14.500
dOP05 Operator, Crane>140 T 2.00 1,926.67 MH 28.000
�OP12 Oiler 2.00 1,926.67 MH 14.000
p$17,240,341.60 43.3333 MH/EA 12,523.3400 MH [ 1089 ]
3.3333 Hr/Unit 96.3330 Shifts 433334 MH/Unit
367310 S& P Steel x Bracing Quan: 427.00 EA
***** Copied and adjusted from V:\HEAVYBID\EST\RPAMLICO2012 *****
A1 W3 Rebar/ Ironworker Crew 711.66 CH Prod: 6.0000 US
2MISCSTEEL Misc steel@107% 117.44 TON 1,500.000
804040 185 CFM 170 HP %0 1.00 71 ].67 HR 18.520
IWO1 IronworkerForeman 1.00 711.67 MH 28.000
IW02 IronwarkerJorneyman 4.00 2,846.68 MH 26.000
$342,399.05 8.3333 MH/EA 3,5583500 MH [ 242.001 ]
1.6667 Hr/Unit 71.1660 Shifts 83334 MH/Unit
_____> Item Totals: 4192 - 96" F1B G[RDERS
$] 7,582,740.65 1.] 161 MH/M ] 6,081.69 MH [ 29.016 ]
1,220.346 14408 M
BID ITEM = 4193
Dcscription = 45" FIB G[RDERS
367301 Precast Beams
•.
Unit =
Quan:
Lab Pcs: 13.00 Eqp Pcs: 3.00
16,187,388
1,830 9,007
305,589 256,343
22,500
43,236
242,126
46,470
81,974
43,877
457,68416,187,388 329,919 265,351
1,583.68 56,011.72 1,141.59 918.17
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs: 5.00 Eqp Pcs: 1.00
188,491
2,719
31,941
119,248
l 51,189 188,491
354.07 441.43
608,873 16,375,879
42.26 1,136.58
2,719
637
332,638 265,351
23.09 18.42
BL
M TakcoffQuan: 466.000 F,ngr Quan: 466.000
18.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
Page 36
OS/04/2012 12:08
Total
* * U nrcvi ewed
16,187,388
10,837
561,933
22,500
43,236
242,126
46,470
81,974
43,877
17,240,342
59,655.16
* * U nrcvicwcd
188,491
2,719
31,941
119,248
342,399
801.87
] 7,582,74]
1,220.35
* * U m�cvicwcd

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 4193
Description = 45" FIB GIRDERS Unit = M TakeoffQuan:
***** Copied and adjusted from V:\HEAVYBID\EST\RPAMLICO2012 *****
Al W4 PC Placing 40.00 CH Prod: 4.5000 US
2PCGFIB45 45" F1B GIRDERS@107% 466.00 M 690.000
804380 400 AMP WELDER 1.00 40.00 HR 11.250
84303R American 9320 250 T 2.00 80.00 HR 291.660
8TRUSS Dea] girder trus & po 0.00 HR 150,000.000
BL
466.000 Engr Quan: 466.000
Lab Pcs: l 3.00 Eqp Pcs: 3.00
344,048
76 374
12,689 l 0,644
IWO1 lronworkerForeman 1.00 40.00 MH 28.000 1,795
IW02 lronworker Jorneyman 6.00 240.00 MH 26.000 10,054
LA02 Laborer,Skilled 2.00 80.00 MH 14.500 1,930
OPOS Operator, Crane>140 T 2.00 80.00 MH 28.000 3,404
OP12 Oiler 2.00 80.00 MH 14.000 1,822
$386,834.76 28.8888 MH/EA 520.0000 MH [ 726 ] 19,004 344,048 12,765 11,018
� 2.2222 Hr/Unit 4.0000 Shifts 28.8889 MH/Unit 1,055.79 19,113.77 709.16 612.11
r�-�
�W 367310 S& P Steel x Bracing Quan: 27.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from V:\HEAVYBID\EST\RPAMLICO2012 *****
Al W3 Rebar/ Ironworker Crew 44.99 CH Prod: 6.0005 US Lab Pcs: 5.00 Eqp Pcs: 1.00
2MISCSTEEL Misc steel@107% 7.43 TON 1,500.000 11,925
804040 185 CFM 170 HP %0 1.00 45.00 HR 18.520 l72
iW01 [ronworker Fareman 1.00 45.00 MH 28.000 2,020
IW02 IronwarkerJorneyman 4.00 179.99 MH 26.000 7,540
$21,656.56 8.3329 MH/EA 224.9900 MH [ 241.989 ] 9,560 l 1,925
1.6663 Hr/Unit 4.4990 Shifts 83330 MH/Unit 354.06 441.67
____> Item Totals: 4793 - 45" FIB G[RDERS
$408,491.32 1.5986 MH/M 744.99 MH [ 42.064 ] 28,564 355,973
876.591 466 M 61.30 763.89
BID ITEM = 4210
Description = PT STRAND IN DK SEGS
22600 PT longitudinal
PTS 5 Man PT Crcw
2PTGROUT PT Grout Materia]@l07%
2PTSRACC PT Strand Accesso@107%
�
172
6.37
] 2,937 11,0] 8
27.76 23.64
Unit= KG TakeoffQuan: 15,203.000 Engr Quan: 15,203.000
Quan: 15,202.99 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
47.50 CH Prod: 64.0001 UM Lab Pcs: 5.00 F,qp Pcs: 0.00
].97 M3 300.000 632
7.60 TE 150.000 1,220
Page 37
OS/04/2012 12:08
Total
344,048
450
23,333
1,795
10,054
1,930
3,404
],822
386,835
21,490.82
* * U nrcvi cwed
11,925
172
2,020
7,540
21,657
802.09
408,491
876.59
632
1,220

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 4210
Description = PT STRAND 1N DK SEGS Unit = KG Takeoff Quan: 15,203.000 Engr Quan
2PTST Supply PT strand@107% 15,202.98 KG 3.100 50,428
3PTEQUIP PT Equipment@107% 0.01 LS 200,000.000 2,140
IWO1 Ironworker Fareman 2.00 95.02 MH 28.000 4,265
IWOII IronworkerForeman 1.00 47.51 MH 28.000 2,132
LA02 Laborer,Sl<illed 2.00 95.02 MH 14.500 2,292
$63,109.30 0.0156 MH/KG 237.5500 MH [ 0.388 ] 8,689 52,280 2,140
0.0031 Hr/Unit 4.7500 Shifts 0.0156 MH/Unit 0.57 3.44 O.14
_____> lYem Totals: 4210 - PT STRAND IN DK SEGS
$63,109.30 0.0156 MH/KG 237.55 MH [ 0.388 ] 8,689 52,280 2,140
4.]5] 15203 KG 0.57 3.44 0.14
d
�
NBIDITEM = 4230
15,203.000
Description= PT BAR IN DK S6GS Unit= KG TakeoffQuan: 619,020.000 F,ngr Quan: 619,020.000
4230 PT Bars in superstructure Quan: 619,020.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
Use 40 mhr/ton or SOlb/mhr
PTS 5 Man PT Crew 3,095.15 CH Prod: 39.9993 UM Lab Pcs: 5.00
2PTBAR PT Bar supply@107% 619,020.00 KG 5.000 3,31 ],757
IWOI ironwarkerFareman 2.00 6,190.31 MH 28.000 277,833
IWO11 Ironworker Fareman 1.00 3,095.15 MH 28.000 138,916
LA02 Laborer,Skilled 2.00 6,19031 MH 14.500 149,307
$3,877,812.06 0.0250 MH/KG 15,475.7700 MH [ 0.622 ] 566,055 3,311,757
0.0050 Hr/Unit 309.5150 Shifts 0.0250 MH/Unit 0.9] 535
_____> Item Totals: 4230 - PT BAR IN DK SEGS
$3,877,812.06 0.0250 MH/KG ] 5,475.77 MH [ 0.622 ] 566,055 3,311,757
6.264 619020 KG 0.91 5.35
BIDITEM = 4250
Descriprion= SFG CASTING & FRF.CTION FQUIP
4250 PC seg erection equipment
�
Eqp Pcs: 0.00
Unit= LS TakcoffQuan: 1.000 Eng Quan:
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
1.000
Page 38
OS/04/2012 12:08
Total
50,428
2, ] 40
4,265
2,132
2,292
63,109
4.15
63,109
4.15
3,311,757
277,833
138,916
149,307
3,877,812
626
3,877,812
6.26

DMJM Harris
RBONNFR20] 2 BONNER 20] 2 REVISION 2(OPT 2)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
BID [TEM = 4250
Description = SEG CASTING & ERECTION EQUIP
Assume that two 100t travel lifts req @#375K/ ea.
3FSEG010 2-Lane EB Seg ForC107% 3.00 EA
3FSEG020 2-Lane Pier Seg F@107% 1.00 EA
3SEGLIFT Segment Lifting D@107% 4.00 EA
86005C Straddle Crane -60T 2.00 LS
$1,830,700.00
Cost Report
Unit
Cost
Unit = LS
250,000.000
200,000.000
15,000.000
375,000.000
�l
_____> Item Totals: 4250 - SEG CASTING & ERECTION EQUIP
$1,830,700.00
],830,700.000 1 LS
d
W BID ITEM = 4260
W Description = GROOVTNG DECK
GRIND Grinding Sub
4GRIND Grinding Sub@101% 52,414.00 M2
$l 85,283.49
BID ITEM = 4270
Description= POTBF.ARINGS
4270 Pot Bearings
FRM22 Expansion Joint Crew #3 550.00 CH
2BRNG031 EXP (>8900 KN)@l07% 110.00 EA
845]SR 45 Ton R.T. (RT745) 1.00 550.00 HR
84900C 200 Amp Welder 1.00 550.00 HR
CA01 Carpenter Foreman 1.00 550.00 MH
CA02 CarpenterJourneyman 2.00 1,100.00 MH
IW02 Ironworker Jomeyman 1.00 550.00 MH
LA03 Labarer, unskilled 1.00 550.00 MH
D
�
�
�
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Takeoff Quan:
1.000 Engr Quan:
802,500
214,000
64,200
750,000
1,080,700 750,000
1,080,700.00 750,000.00
1,080,700 750,000
1,080,700.00 750,000.00
1.000
Page 39
OS/04/2012 12:08
Total
802,500
214,000
64,200
750,000
1,830,700
1,830,700.00
1,830,700
1,830,700.00
Unit= M2 TakeoffQuan: 52,414.000 Engr Quan: 52,414.000
Quan: 52,414.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
3500 185,283 185,283
[ ] 185,283 185,283
3.54 3.54
Unit= LS Tal<eoffQuan: 1.000 EngrQuan: ].000
Quan: 110.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 2.0000 US Lab Pcs: 6.00 Eqp Pcs: 2.00
12,285.000 1,445,945
] 00.610 23,821 31,515
4.120 6l6 1,650
23.000 20,247
21.000 37,260
26.000 23,040
13.000 12,064
1,445,945
55,336
2,266
20,247
37,260
23,040
12,064

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
BID [TEM = 4270
Description = POT BF.ARINGS Unit= LS
OP02 Operator,Crane<50 T 1.00 550.00 MH 26.000
$1,618,004.89 30.0000 MH/EA 3,300.0000 MH [ 715 ]
5.0000 Hr/Unit 55.0000 Shifts 30.0000 MH/Unit
_____> Item Totals: 4270 - POT BEARINGS
$1,618,004.89 3,300.0000 MH/LS 3,300.00 MH [ 78650 ]
1,618,004.890 1 LS
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
TakeoffQuan: 1.000 Engr Quan: 1.000
21,847
114,459 1,445,945 24,437 33,165
],040.54 13,144.95 222.15 30].50
114,459 1,445,945 24,437 33,165
114,458.89 �,4a5,9aaso 24,436.50 33,165.00
BIDITEM = 4275 BL
Description = ELASTOMETRIC BEARING PADS Unit = EA Takeoff Quan: 614.000 Engr Quan: 614.000
d
� 4270 Bearing Pads Quan: 614.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
FP
***** Copied and adjusted from RPAMLICO2012 *****
FRM22 F.xpansion Joint Crew #3 614.00 CH Prod: 10.0000 US Lab Pcs: 3.00 Eqp Pcs: 0.00
2BRNG031 EXP (>8900 KN)@l07% 614.00 EA 2,000.000 1,313,960
CA02 CarpenterJourneyman 2.00 1,228.00 MH 21.000 4],596
LA03 Laborer,unskilled 1.00 6]4.00 MH 13.000 13,468
$1,369,024.09 3.0000 MH/EA 1,842.0000 MH [ 60.5 ] 55,064 1,313,960
1.0000 Hr/Unit 61.4000 Shifts 3.0000 MH/Unit 89.68 2,140.00
_____> ltem Totals: 4275 - ELASTOMETRIC BEARING PADS
$],369,024.09 3.0000 MH/EA 1,842.00 MH [60.5] 55,064 1,313,960
2,229.681 614 EA 89.68 2,140.00
BID ITEM = 4280 BL
Description = EXPANSION JOINTS Unit= M TakeoffQuan: 174.000 Engr Quan: 174.000
4280 Expansion Joints Quan: 174.00 M Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from V:\HEAVYBID\EST\BONNER2012 *****
FRM22 Expansion Joint Crew #3 290.00 CH Prod: 0.1000 UM Lab Pcs: 6.00 Eqp Pcs: 2.00
2EXPJT-M Modular Expansion@107% 174.00 M 4,630.500 862,106
84515R 45 Ton R.T. (RT745) 1.00 290.00 HR 100.610 12,560 16,617
D
�
N
Page 40
OS/04/2012 12:08
Total
21,847
1,618,005
14,709.14
1,618,005
1,618,004.89
* * U nrcvi ewed
1,313,960
41,596
13,468
1,369,024
2,229.68
1,369,024
2,229.68
* * U nrcvi cwcd
862,106
29.177

DMJM Harris
RBONNFR20] 2 BONNER 20] 2 REVISION 2(OPT 2)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
BID [TEM = 4280
Description = EXPANSION JOINTS Unit = M
84900C 200 Amp Welder 1.00 290.00 HR 4.120
CA01 Carpenter Fareman 1.00 290.00 MH 23.000
CA02 Carpenter Joumeyman 2.00 580.00 MH 21.000
[W02 IronworkerJorneyman 1.00 290.00 MH 26.000
LA03 Laborer, unskilled 1.00 290.00 MH 13.000
OP02 Operator,Crane<50 T 1.00 290.00 MH 26.000
$952,829.24 10.0000 MH/M ],740.0000 MH [ 238.333 ]
1.6667 Hr/Unit 29.0000 Shifrs 10.0000 MH/Unit
____> Item Totals: 4280 - EXPANSION JOINTS
$952,829.24 10.0000 MH/M ],740.00 MH [ 238.333 ]
5,476.030 174 M
d
N
W
C3�
BID ITEM = 4290
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BL
TakeoffQuan: 174.000 Engr Quan: 174.000
325 870
l 0,676
19,646
12,148
6,361
11,520
60,351 862,106
346.85 4,954.64
60,351 862,] 06
346.85 4,954.64
12,885 17,487
74.05 100.50
] 2,885 17,487
74.05 100.50
Description = ACCESS SYSTF,M Unit= KG TakeoffQuan: 9,262.000 Engr Quan:
4290 Access System Quan: 9,262.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
4METAL Miscell.metal@]Ol% 9,262.00 KG 1.170
$10,944.91 [ ]
BID ITEM = 4300
Description = APPROACH SLABS
4300 Approach Slabs
4CONC Concrete-Sub@101%
$33,914.79
D
�
W
Unit= LS TakeoffQuan: 1.000 6ng Quan:
Quan: 41.00 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
41.00 M3 819.000
�]
Page 41
OS/04/2012 12:08
Total
1,195
10,676
19,646
12,] 48
6,361
11,520
952,829
5,476.03
952,829
5,476.03
9,262.000
10,945 ] 0,945
] 0,945 l 0,945
1.18 1.18
1.000
33,915 33,915
33,915 33,915
827.19 827.19

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
BIDITEM = 4310
Description = TWO BAR METAL RAIL
4310 Two bar metal rail
4GR Guard Rail-Sub@l Ol %
$7,540,748.88
Pcs
Quantity
Unit
9,]20.00 M
Cost Report
Unit
Cost
Unit = M
Quan: 9,120.00 M
818.650
��
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
TakeoffQuan: 9,120.000 Engr Quan: 9,120.000
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Page 42
OS/04/2012 12:08
Total
7,540,749 7,540,749
7,540,749 7,540,749
826.84 826.84
BID ITEM = 4320
Description = 355MM X 800MM CONC PARAPF.T Unit= M TakeoffQuan: 8,858.500 Engr Quan: 8,858.500
� 4305 S& P concrete Jersey Barrier Quan: 2,516.00 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
W
� CNCO2 Conc Crew w/35 Ton RT 513.46 CH Prod: 0.7000 UM Lab Pcs: 7.00 Eqp Pcs: 5.00
2C0006 5000 PSI Concrete@107% 2,64L80 M3 157.200 444,361
84520R 35 Ton R.T. (RT635C) 1.00 513.47 HR 79.870 18,572 22,439
85000C 5 KW GENERATOR 1.00 513.47 HR 4.550 565 1,771
85320C Concr bucket 1.-5-3 C 1.00 513.47 HR 12.090 4,231 1,977
85360C Hi-CycleConcreteVibr 2.00 1,026.94 HR 1.410 1,037 411
CM02 Concrete Finisher Journeym 1.00 513.47 MH 18.250 15,189
LA01 Labarer Foreman 1.00 513.47 MH 16.500 13,880
LA02 Laborer,Skilled 2.00 1,026.94 MH 14.500 24,769
LA03 Laborer, unskilled 2.00 1,026.94 MH 13.000 22,526
OP02 Operator,Crane<50 T 1.00 513.47 MH 26.000 20,396
$592,124.69 1.4285 MH/1V[3 3,594.2900 MH [ 25.985 ] 96,760 444,361 24,405 26,598
0.2041 Hr/Unit 51.3460 Shifts 1.4286 MH/Unit 38.46 176.61 9.70 10.57
4306 F& S Jersey Barrier Quan: 14,174.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
FRM02 Formwark Crew w/ 35 Ton RT 2,024.85 CH Prod: 1.0000 UM Lab Pcs: 7.00 Eqp Pcs: 2.00
3FM METAL FORMS@107% 320.00 M2 550.000 188,320
84520R 35 Ton R.T. (RT635C) 1.00 2,024.86 HR 79.870 73,239 88,486
85000C 5 KW GENERATOR 1.00 2,024.86 HR 4.550 2,227 6,986
CA01 Carpenter Foreman 1.00 2,024.86 MH 23.000 74,542
CA02 Carpenter Journeyman 4.00 8,099.43 MH 21.000 274,353
LA03 Laborer, unskilled 1.00 2,024.86 MH 13.000 44,4] 5
OP02 Operator,Crane<50 T 1.00 2,024.86 MH 26.000 80,432
�
444,361
41,011
2,336
6,208
1,448
15,189
13,880
24,769
22,526
20,396
592,125
23534
188,320
161,726
9,213
74,542
274,353
44,415
80,432

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 4320
Description = 355MM X 800MM CONC PARAPFT Unit= M TakeoffQuan: 8,858.500 F,ngr Quan: 8,858.500
$833,000.80 1.0000 MH/M2 14,]74.0100 MH [ 22.943 ] 473,742 188,320 75,467 95,472
0.1429 Hr/Unit 202.4850 Shifts 1.0000 MH/Unit 33.42 13.29 5.32 6.74
4307 Rub & Finish Jersey Barrier Quan: 14,173.56 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
AFNSH3 3 man Finisher Crew 2,024.79 CH Prod: 2.0000 UM Lab Pcs: 3.50 Eqp Pcs: 0.00
3CURF, Curing@l07% 14,173.56 M2 0.550 8,341
CMO1 Concrete Finisher Foreman 0.50 1,012.40 MH 2O.250 32,897
CM02 Concrete Finisher Journeym 3.00 6,07438 MH 18.250 179,688
$220,926.50 0.5000 MH/M2 7,086.7800 MH [ 10.195 ] 212,585 8,341
0.1429 Hr/Unit 202.4790 Shifts 0.5000 MH/Unit 15.00 0.59
� 4308 S& P stainless rebar Quan: 125,800.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
c�2SRASS Resteel Accessori@]07% 125,800.00 KG 0.250 33,652
� 2SRSS Reinforcing Steel@107% ] 25,800.00 KG 4.250 572,076
4REBARSS Stainless Stecl R@]Ol% 125,800.00 KG 0.580 73,694
$679,420.64 [ ] 605,727 73,694
4.82 0.59
Page 43
OS/04/2012 12:08
Total
833,001
58.77
8,341
32,897
179,688
220,927
15.59
** Unrevicwed
33,652
572,076
73,694
679,421
5.40
_____> Item Totals: 4320 - 355MM X SOOMM CONC PARAPET
$2,325,472.63 2.8057 MH/M 24,855.08 MH [ 60.401 ] 783,088 1,050,088 ] 96,661 99,872 122,070 73,694 2,325,473
262.513 8858.5 M 88.40 118.54 22.20 11.27 13.78 8.32 262.51
BID [TEM = 4330
Description = FILTER FABRIC FOR DRAINAGE Unit = M2 Takeoff Quan: 627.600 Engr Quan: 627.600
4330 Filter fabric for drainage Quan: 627.60 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
4LAND Landscape-Sub@101% 627.60 M2 11.700 7,416 7,416
$7,416.35 [ ] 7,416 7,416
11.82 11.82
D
�
cn

DMJM Harris
RBONNFR20] 2 BONNER 20] 2 REVISION 2(OPT 2)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Cost Report
Unit
Cost
Page 44
OS/04/2012 12:08
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract Total
BIDITEM = 4340
Description = SOLAR ARRAY SUPPORT PLATFORM Unit= LS TakeoffQuan: 1.000 Engr Quan:
4340 Solar array support platform Quan: 3,388.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
4MF,TAL Misccll. metal@] Ol % 3,388.00 KG 1.170
$4,003.60 [ ]
BID ITEM = 4350
Description = TELEPHONF, COND & INSF,RTS
� 4350 Telephone cond & inserts
W
0O4ELEC Elcctrical Subcon@101%
$182,926.40
4,425.00 M
Unit= LS TakeoffQuan: 1.000 Engr Quan:
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
40.930
�l
BID TTEM = 4360
Description = POWF.R & CATV SLF,F,VF,S & DUCTBANKS Unit = LS TakeotiQuan: 1.000 Engr Quan:
4360 Power & CATV sleeves and ductbanks Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
4ELFC Electrical Subcon@101% 4,425.00 M 23.390
$104,535.76 [ ]
BIDITEM = 4370
Description = GRANITE SLOPE PAVING
4370 Granite slope paving
4LAND Landscape-Sub@101%
$2,363.40
D
�
rn
Unit = M2 Takeoff Quan: 200.000 Engr Quan:
Quan: 2,002.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
200.00 M2 11.700
�l
1.000
4,004 4,004
4,004 4,004
1.18 1.18
1.000
182,926 182,926
182,926 182,926
182,926.40 ] 82,926.40
1.000
104,536 104,536
104,536 104,536
] 04,535.76 104,535.76
200.000
2,363 2,363
2,363 2,363

DMJM Harris
RBONNFR20] 2 BONNER 20] 2 REVISION 2(OPT 2)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
BID [TEM = 4370
Description = GRANITE SLOPE PAVING
Cost Report
Unit
Cost
Page 45
OS/04/2012 12:08
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract Total
Unit = M2 Takeoff Quan: 200.000 Engr Quan: 200.000
1.18 1.18
BIDITEM = 4380
Description = NAVIGATION LIGHTS Unit= LS TakeoffQuan: 1.000 Engr Quan:
4380 Navigation Lights Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
4ELEC Electrical Subcon@101% 1.00 LS 23,390.000
$23,623.90 [ ]
d
N
W
�
1.000
23,624 23,624
23,624 23,624
23,623.90 23,623.90
BID ITEM = 5020 WJB
Description = 508MM SQ PRESTR CONCRETE PILE (FISH PIER Unit= M TakeoffQuan: 50.000 Engr Quan: 50.000
THESE (4) PILES ARL� FOR THL� L�ND BENT ON THE NEW FISHING PIER.
3020 SOBmm sq prestr concrete pile Marine Quan: 50.00 M Hrs/Shft: 10.00 Cal: 510 WC: NONE
PILEA Pilc Crew Small 14.20 CH Prod: 1.4205 S Lab Pcs: 6.00 Eqp Pcs: 6.00
2FCP20 20" Sq P/GP/S Pi@107% 50.00 M 196.800 10,529
2FCP20SS 20" PSPC S.Sf. Pr@] 07% 50.00 M 98.400 5,264
804025 Pile/Drill template 1.00 1420 HR 12.000 ] 70
804030 Pile Driving Jig 1.00 14.20 HR 7.000 99
804240 3 stage jet pump 250 1.00 14.20 HR 22.120 102 212
84308R American 7260 100T 1.00 1420 HR 163.010 1,] 90 1,] 25
84910C 400 Amp Welder 1.00 ]4.20 HR 11.250 27 133
85655C Delmag D30-32 & LEAD 1.00 14.20 HR 82.960 676 502
OPO4 Operator, Crane 91T 1.00 1420 MH 28.000 604
OP12 Oiler 1.00 14.20 MH 14.000 323
PDO1 Piledriver Foreman 1.00 14.20 MH 23.000 517
PD02 Piledriver Journeyman 3.00 42.61 MH 21.000 1,428
$22,902.58 1.7042 MWM 85.2100 MH [ 39.992 ] 2,873 15,793 2,265 1,972
0.2840 Hr/Unit 1.4200 Shifts * 1.7042 MH/Unit 57.46 315.86 45.30 39.43
D
�
�
10,529
5,264
170
99
314
2,315
160
1,178
604
323
517
1,428
22,903
458.05

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
B�D ITEM = 5020 WJB
Description= 508MM SQ PRF,STR CONCRF.TF, PILE (FISH PIF,R Unit= M TakeoffQuan: 50.000 6ng Quan: 50.000
31332 Cutof'f Concrete Piles 508 mm land Quan: 4.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
16# x 5' x 188kg = 15 tonnes /30t = 1 loads x 10 hr
PILE4 Pile CutoffCrew 1332 CH Prod: 3.0030 US Lab Pcs: 3.25 Eqp Pcs: 1.25
3SAWBLADE Saw blades@107% 4.00 EA ] 0.000 43
83150C L,owboy 60 ton trailer 0.25 3.33 HR 23.000 45 32
85325C Concrete Saw Handheld 1.00 13.32 HR 11.460 37 ] 15
LA01 Laborer Foreman 1.00 13.32 MH 16.500 360
LA02 Laborer,Skilled 2.00 26.64 MH 14.500 643
TMO1 Teamster 0.25 333 MH 12.000 66
$1,341.05 10.8225 MH/EA 43.2900 MI1 [ 177.658 ] 1,069 43 82 l47
� 33300 Hr/Unit 1.3320 Shifts 10.8225 MH/Unit 267.26 10.70 20.51 36.79
�_____> Item Totals: 5020 - 508MM SQ PRESTR CONCRETE PILE (FISH PIER
�$24,243.63 2.5700 MH/M 128.50 MH [ 54.204 ] 3,942 15,793 43 2,347 2,] 19
484.873 50 M 78.84 315.86 0.86 46.94 42.38
BID ITEM = 5031
Description= 1371MM PRESTR CONC CYL PILE (54-IN)(FISH
(2) EA 100-VF PILES PER BENT AT (16) BENTS.
3030 1371mm prestr conc cyl pile Marine
***** Copied and adjusted from RPAMLICO2012 *****
PILF,C Pile Crew Large 21332 CH
2FCP54 54 PSPC Conc Cyl @] 07% 976.00 M
2FCP54SS 54" PSPC S.StI Pr@107% 156.05 M
804025 Pile/Drill template 1.00 213.33 HR
804030 Pile Driving Jig 1.00 21333 HR
804240 3 stage jet pump 250 1.00 213.33 HR
84304R 9299 SKYHORSE & BAR 1.00 21333 HR
8491 OC 400 Amp Welder 1.00 21333 HR
85664C DELMAG D160-32 & LEA 1.00 21333 HR
OPOS Operator, Crane>140 T 1.00 213.33 MH
OP12 Oiler 1.00 21333 MH
D
�
�
WJB
Unit = M Takeoff Quan: 976.000 Engr Quan: 976.000
Quan: 32.00 EA
Prod: 1.5000 US
525.000
476.000
12.000
7.000
22.120
462.970
11.250
475.820
28.000
14.000
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs: 6.00 Eqp Pcs: 6.00
548,268
79,479
2,560
1,493
1,530 3,189
55,843 42,922
405 1,995
59,907 41,599
9,077
4,858
Page 46
OS/04/2012 12:08
Total
43
77
153
360
643
66
1,341
335.26
24,244
484.87
* * U m�cvicwcd
548,268
79,479
2,560
i ,493
4,719
98,765
2,400
101,507
9,077
4,858

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 5031 WJB
Description = 1371 MM PRBSTR CONC CYL PILE (54-IN)(FISH Unit= M TakeoffQuan: 976.000 F,ngr Quan: 976.000
PDO] Piledriver Foreman 1.00 213.33 MH 23.000 7,770
PD02 PiledriverJourneyman 3.00 639.98 MH 2L000 21,450
$882,347.17 39.9990 MH/EA 1,279.9700 MH [ 938.645 ] 43,156 627,747 121,739 89,705
6.6663 Hr/Unit 21.3320 Shifts 39.999] MH/Unit 1,348.61 19,617.11 3,804.34 2,803.29
31332 Cutoff Concrete Piles 1371mm Quan: 32.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from RPAMLICO2012 *****
PILF4 PileCutoffCrew 213.32 CH Prod: 1.5000 US
3SAWBLADE Sawblades@107% 32.00 EA 10.000
83150C L,owboy 60 ton trailer 0.12 25.60 HR 23.000
85325C Concrete Saw Handheld 1.00 21333 HR 1 l.460
� LAOI Labarer Foreman 1.00 213.33 MH 16.500
� LA02 Laborer,Skilled 2.00 426.65 MH 14.500
� TMO1 Teamster 0.12 25.60 MH 12.000
�$19,944.01 20.7993 MH/EA 665.5800 MH [ 344.217 ]
6.6663 Hr/Unit 21.3320 Shifts 20.7994 MH/Unit
____> ltem Totals: 5031 -]371MM PRESTR CONC CYL PILE (54-IN)(FISH
$902,29118 ].9933 MH/M 1,945.55 MH [42.061 ]
924.479 976 M
BIDITEM = 5110
Dcscription = PRECAST CONCRETE COLS & CAPS (FISH PIER)
41530 Cast cols & caps incl form set up Marine
SEG 4.5 Man Segment Precasting 6933 CH
2CFL007 Superplastizerci107% 156.00 M3
2CFL025 C]-IV Conc (FL)@107% 156.00 M3
3FMF METAL FORMS@107% 15.35 M2
CAOI Ca�penter Foreman 0.50 34.67 MH
CA02 Carpenter Journeyman 1.00 69.33 MH
CMO l Concrete Finisher Foreman 1.00 69.33 MH
IWO1 Ironwarker Foreman 1.00 69.33 MH
LA02 Labor�r,Skilled 1.00 69.33 MH
$54,998.48 1.9999 MH/M3 311.9900 MH
D
�
�
5,767
10,291
511
16,568
517.75
Lab Pcs: 3.12 Eqp Pcs:
342
343
599
1.12
246
1,845
342 942 2,091
10.70 29.45 6535
59,724 627,747 342 122,681 91,796
61.19 643.18 0.35 125.70 94.05
WJB
Unit= M3 TakeoffQuan: 156.000 F.ngr Quan: 156.000
Quan: 156.00 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 0.5000 UM Lab Pcs: 4.50 Eqp Pcs: 0.00
15.000 2,504
196.500 32,800
550.000 9,033
23.000 1,276
21.000 2,348
20.250 2,253
28.000 3,112
14.500 1,672
[ 46.565 ] 10,661 35,304 9,033
Page 47
OS/04/2012 12:08
Total
7,770
2 ] ,450
882,347
27,57335
**Unreviewed
342
589
2,445
5,767
10,291
511
19,944
623.25
902,291
924.48
2,504
32,800
9,033
1,276
2,348
2,253
3,] 12
],672
54,998

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 5110 WJB
Description = PRECAST CONCRETE COLS & CAPS (FISH PIER) Unit= M3 TakeoffQuan: 156.000 Engr Quan: 156.000
0.4444 Hr/Unit 6.9330 Shifts 1.9999 MH/Unit 68.34 226.31 57.91
44330L Erect conc PC cols & caps Marine Quan: 17.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
(17) PILE BENTS INCLUDING END BENT.
FRM087 Formwark crew w/9320 56.63 CH Prod: 3.0019 US Lab Pcs: 8.00 Eqp Pcs: 2.00
84303R American 9320 250 T 1.00 56.63 HR 291.660 9,611 8,062
85000C 5 KW GENERATOR 1.00 56.63 HR 4.550 62 195
CA01 Carpenter Fareman 1.00 56.63 MH 23.000
CA02 Carpenter Journeyman 4.00 226.52 MH 21.000
LA03 Laborer, unskilled 1.00 56.63 MH 13.000
OPOS Operator, Crane>140 T 1.00 56.63 MH 28.000
�OPl2 Oiler 1.00 56.63 MH 14.000
�$32,629.49 26.6494 MH/EA 453.0400 MH [ 593.615 ]
Fp 3.3312 Hr/Unit 5.6630 Shifts 26.6494 MH/Unit
N
____> IYem Totals: 5] 10 - PRECAST CONCRETE COLS & CAPS (FISH PIER)
$87,627.97 4.9040 MH/M3 765.03 MH [ 11 ].254 ]
561.718 156 M3
BIDITEM = 5120
Description = REBAR IN PC COLS & CAPS (FISH PIER)
433 S& I Reinforcing Steelr
2SRASS Resteel Accessori@107% 22,979.00 KG
2SRSS Reinforcing Steel@l07% 22,979.00 KG
4RF,BARSS Stainless Steel R@101 % 22,979.00 KG
$124,104.98
_____> IYem Totals:
$ ] 24, ] 04.98
5.401
D
�
0
0
2,085
7,673
1,242
2,409
1,290
14,699
864.64
9,673 8,257
569.01 485.73
25,360 35,304 9,033 9,673 8,257
162.57 226.31 57.91 62.01 52.93
Page 48
OS/04/2012 12:08
Total
352.55
17,673
258
2,085
7,673
1,242
2,409
1,290
32,629
1,91938
87,628
561.72
WJB
Unit= KG TakcoffQuan: 22,979.000 Engr Quan: 22,979.000
Quan: 22,979.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
0.250 6,147 6,147
4.250 104,497 104,497
0.580 l 3,461 13,461
[ ] 110,644 ]3,461 124,105
4.81 0.59 5.40
5] 20 - REBAR IN PC COLS & CAPS (FISH PIER)
�l
22979 KG
110,644
4.81
] 3,461 124,105
0.59 5.40

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
BIDITEM = 5150
Description = DECK SLAB REINFORCING STEF,L (ASTM A955)(
433 S& I Reinforcing Steel
2SRASS Resteel Accessori ri 107% ] 12,50498 KG
2SRSS Reinforcing St�cl@l07% 1 12,504.98 KG
4RF,BARSS Stainless Steel R@101 % 1 12,504.98 KG
$607,616.90
Cost Report
Unit
Cost
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Page 49
OS/04/2012 12:08
Total
WJB
Unit= KG TakeoffQuan: 112,505.000 Engr Quan: 112,505.000
Quan: 112,504.98 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
* * U nrcvi cwed
0.250 30,095 30,095
4.250 517,616 517,676
0.580 65,905 65,905
[ ] 541,711 65,905 607,617
4.82 0.59 5.40
_____> IYem Totals: 5750 - DECK SLAB REINFORCING STEEL (ASTM A955)(
$607,616.90 [ ] 541,71 ] 65,905 607,617
5.40] ] 12505 KG 4.8] 0.59 5.40
d
�
�
W
BID ITEM = 5160 WJB
Description = CONC DECK (FISH PIER) Unit= M3 TakeoffQuan: 543.000 F.ngr Quan: 543.000
366002 Set & strip dk cantilever Quan: 297.36 M2 Hrs/Shft: 10.00 Cal: Sl0 WC: NONE
***** Copied and adjusted from V:\HEAVYBID\EST\RPAMLICO2012 *****
FRM081 Formwark Crew w/7260 74.33 CH Prod: 0.5000 UM Lab Pcs: 8.00 Eqp Pcs: 3.00
3F1 WOODEN FORMS@107°/a 297.36 M2 32.250 10,261
84308R American 7260 100T 1.00 74.34 HR 163.010 6,230 5,888
84700C 185 CFM Compressor 1.00 74.34 HR 18.520 284 1,093
85000C 5 KW GENERATOR 1.00 7434 HR 4.550 82 256
CA01 Carpenter Foreman 1.00 7434 MH 23.000 2,737
CA02 Carpenter Joumeyman 4.00 297.36 MH 21.000 10,073
LA03 Laborer, unskilled 1.00 74.34 MH 13.000 1,631
OPO4 Operator, Crane 91T 1.00 7434 MH 28.000 3,163
OP12 Oiler 1.00 7434 MH 14.000 1,693
$43,390.10 2.0000 MH/M2 594.7200 MH [ 44.55 ] 19,296 10,261 6,596 7,237
02500 HrNnit 7.4330 Shifts 2.0000 MH/Unit 64.89 34.57 22.18 24.34
366005 Set & Strip Deck Bulkhead Quan: 8.19 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from V:\HEAVYBID\EST\RPAMLICO2012 *****
ACARP3 3 Man Carpenter Crew 32.77 CH Prod: 0.2499 UH Lab Pcs: 3.50 F,qp Pcs: 0.00
3F] WOODEN FORMS@107% 819 M2 32.250 283
D
�
0
�
* * Unrevi ewed
10,261
12,118
1,377
338
2,737
10,073
1,631
3,163
1,693
43,390
145.92
**Unreviewed
283

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 5160 WJB
Description = CONC DECK (FISH PIER) Unit= M3 TakeoffQuan: 543.000 Engr Quan: 543.000
CA01 Carpenter Foreman 0.50 16.39 MH 23.000 603
CA02 Carpenter Journeyman 3.00 98.34 MH 21.000 3,331
$4,217.08 14.0085 MH/M2 114.7300 MH [ 328 ] 3,934 283
4.0012 Hr/Unit 32770 Shifts 14.0085 MH/Unit 480.40 34.51
366008 Set & Strip Fascia Quan: 83.26 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from V:\HEAVYBID\EST\RPAMLICO2012 *****
ACARP3 3 Man Carpenter Crew 79.29 CH Prod: 0.3000 UM
3F1 WOODEN FORMS@107% 83.26 M2 32.250
CA01 Carpenter Foreman 0.50 39.65 MH 23.000
CA02 Carpenter Journeyman 3.00 237.88 MH 21.000
�$] 2,390.50 3.3332 MH/M2 277.5300 MH [ 78.047 ]
� 0.9523 Hr/Unit 7.9290 Shifts 3.3333 MH/Unit
r-�
FP
� 366010 F& I Stay-In-Place Deck Forms Quan: 1,105.75 M2
***** Copied and adjusted from V:\HEAVYBID\EST\RPAMLICO2012 *****
FRM08 ] Farmwork Crew w/7260 69.10 CH Prod: 2.0000 UM
2MISCSTEEL Misc steel@107% l.64 TON 1,500.000
2NEOPRENE Neoprenestrip@l07% 314.89 LF 0.500
2SIP-F Stay-in Place For@l07% 1,105.75 M2 120.000
3GA101 Welding Supplies@107% 0.01 LS 50,000.000
84308R American 7260 100T 1.00 69.11 HR 163.010
84700C l85 CFM Compressor 1.00 69.1 l HR 18.520
85000C 5 KW GENF,RATOR 1.00 69.11 HR 4.550
CA01 Carpenter Foreman 1.00 69.1 l MH 23.000
CA02 Carpenter Journeyman 4.00 276.44 MH 21.000
LA03 Laborer, unskilled 1.00 69.1 l MH 13.000
OPO4 Operator, Crane 91 T 1.00 69.11 MH 28.000
OP12 Oiler 1.00 69.11 MH 14.000
$176,1 12.22 0.5000 MH/M2 552.8800 MH [ 11.138 ]
0.0625 Hr/Unit 6.9100 Shifts 0.5000 MH/Unit
366012 F& S diaphrams Quan: 172.64 M2
***** Copied and adjusted from V:\HEAVYBID\EST\RPAMLICO2012 *****
FRM087 Formwarkcreww/9320 31.38 CH Prod: 0.5000 UM
3F1 WOODEN FORMS@107% 172.64 M2 32.250
84303R American 9320 250 T 1.00 3l .39 HR 291.660
D
�
0
N
Lab Pcs: 3.50 Eqp Pcs: 0.00
2,873
] ,460
8,058
9,517 2,873
114.31 34.51
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs: 8.00 Eqp Pcs: 3.00
2,632
168
141,978
535
5,792
264
76
2,544
9,364
1,516
2,940
1,574
17,938 144,779 535 6,132
16.22 130.93 0.48 5.55
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs: 11.00 Eqp Pcs:
5,957
4,979
5,474
1,016
238
6,728
6.08
2.00
4,176
Page 50
OS/04/2012 12:08
Total
603
3,331
4,217
514.91
**Unreviewed
2,873
1,460
8,058
12,391
148.82
** Unreviewed
2,632
168
141,978
535
11,266
1,280
314
2,544
9,364
1,516
2,940
1,574
176,112
159.27
** Unreviewed
5,957
9,155

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 5160 WJB
Description = CONC DECK (FISH PIER) Unit= M3 TakeoffQuan: 543.000 Engr Quan: 543.000
85000C 5 KW GF.,NERATOR 1.00 31.39 HR 4.550 35 ] 08
CA01 Carpenter Fareman 1.00 31.39 MH 23.000 1,156
CA02 Carpenter Joumeyman 4.00 125.55 MH 21.000 4,253
LA03 Laborer, unskilled 4.00 125.55 MH 13.000 2,754
OPOS Operator, Crane>140 T ].00 31.39 MH 28.000 1,336
OPl2 Oiler 1.00 31.39 MH 14.000 715
$25,468.06 1.9999 MH/M2 345.2700 MH [ 40199 ] 10,213 5,957 5,013 4,285
0.1818 Hr/Unit 3.1380 Shifts ].9999 MH/Unit 59.16 34.51 29.04 24.82
366102 Set Bidwell Screed Rail Quan: 387.98 M Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from V:\HEAVYBID\EST\RPAMLICO2012 *****
CNC90 Screed Rail Crew 73.90 CH Prod: 1.5000 UM
�3SCRAIL Screed Rail Mater@107% 22.62 M 20.000
� 85000C 5 KW GENERATOR 1.00 73.90 HR 4.550
� CA01 Carpenter Foreman 0.50 36.95 MH 23.000
CA02 Carpenter Journeyman 2.00 147.80 MH 21.000
LA03 Laborer, unskilled 1.00 73.90 MH 13.000
$8,807.99 0.6666 MH/M 258.6500 MH [ 13.933 ]
0.1905 Hr/Unit 7.3900 Shifts 0.6667 MH/Unit
366104 Pour & Finish Deck & diaph Quan: 543.00 M3
***** Copied and adjusted from V:\HEAVYBID\EST\RPAMLICO2012 *****
CNC087 Conc Crew w/9320 67.87 CH Prod: 1.0000 UM
2C0005 4500 PSi Concrete@107% 570.15 M3 153.250
84303R American 9320 250 T 1.00 67.88 HR 291.660
85000C 5 KW GENERATOR 1.00 67.88 HR 4.550
85320C Concr bucket l.-5-3 C 1.00 67.88 HR 12.090
85340R Pump Truck 1.00 67.88 HR 1 I 1.450
85360C Hi-Cycle Concrete Vibr 2.00 135.75 HR 1.410
CM02 Concrete Finisher Journeym 1.00 67.88 MH 18.250
LA01 Laborer Foreman 1.00 67.88 MH 16.500
LA02 Laborer,Skilled 2.00 135.75 MH 14.500
LA03 Laborer, unskilled 2.00 135.75 MH 13.000
OPOS Operator, Crane>140 T 1.00 67.88 MH 28.000
OPl2 Oiler 1.00 67.88 MH 14.000
$136,704.51 1.0000 MH/M3 543.0200 MH [ 18.116 ]
0.1250 Hr/Unit 6.7870 Shifts 1.0000 MH/Unit
D
�
0
W
Lab Pcs: 3.50 Eqp Pcs: 1.00
484
81 255
7,360
5,006
1,621
7,988 484 81 255
20.59 125 021 0.66
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs: 8.00
93,492
2,008
1,835
3,274
2,978
2,888
1,546
14,529 93,492
26.76 17218
Eqp Pcs:
10,766
75
559
2,607
137
6.00
9,03 i
234
261
4,959
54
14,144 14,540
26.05 26.78
Page 51
OS/04/2012 12:08
Total
143
],156
4,253
2,754
1,336
715
25,468
147.52
** Unrcvicwed
484
336
1,360
5,006
1,621
8,808
22.70
** Unreviewed
93,492
19,798
309
821
7,565
191
2,008
1,835
3,274
2,978
2,888
1,546
136,705
251.76

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
B�D ITEM = 5]60 WJB
Description = CONC DECK (FISH PIER) Unit= M3 TakeoffQuan: 543.000 Eng Quan: 543.000
366143 Cure conc diaph & facia Quan: 27,971.75 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from V:\HEAVYBID\EST\RPAMLICO2012 *****
AFNSH3 3 man Finisher Crew 319.67 CH Prod: 25.0002 UM
3CUREMAT Curing MATERIALS@107 27,971.75 M2 0.550
CMO1 Concrete Finisher Foreman 0.50 159.84 MH 2O.250
CM02 Concrcte Finisher Journeym 3.00 959.02 MH 18.250
$50,024.34 0.0399 MH/M2 1,118.8600 MH [ 0.816 ]
0.0114 Hr/Unit 31.9670 Shifts 0.0400 MH/Unit
366144 Rub & Finish conc Quan: 106.53 SM
,�***** Copied and adjusted from V:\HEAVYBID\EST\RPAMLICO2012 *****
~' AFNSH2 2 Man finish Crew 15.78 CH Prod: 3.0000 UM
�
� 3RUBMAT Rub mat@] 07% 106.53 M2 1.000
CMO1 Concrete Finisher Foreman 0.25 395 MH 2O.250
CM02 Concrete Finisher Journeym 2.00 31.56 MH 18.250
$],175.94 0.3333 MH/SM 35.5100 MH [ 6.773 ]
0.1481 Hr/Unit 1.5780 Shifts 03333 MH/Unit
366150 S& I safety rails Quan: 387.98 M
***** Copied and adjusted from V:\HEAVYBID\EST\RPAMLICO2012 *****
ACARP3 3 Man Carpenter Crew 18.47 CH Prod: 6.0000 UM
3SAFERAIL SafetyRail@107% 387.98 M 5.000
85300C 450 Dcsck Finisher 1.05 19.40 HR 31.500
85305C Work Bridge 1.05 19.40 HR 5.340
CA01 Carpenter Foreman 0.50 9.24 MH 23.000
CA02 Carpenter Journeyman 3.00 55.43 MH 21.000
$5,008.12 0.1666 MH/M 64.6700 MH [ 3.903 ]
0.0476 Hr/Unit 1.8470 Shifts 0.1667 MH/Unit
366151 Access - Conc in superstr dk slabs, HPC Quan: 0.04 LS
***** Copied and adjusted from V:\HEAVYBID\EST\RPAMLICO2012 *****
3EA08 Stair Tower@107% 0.01 LS 100,000.000
$1,070.00 [ ]
D
�
0
�
Lab Pcs: 3.50 Eqp Pcs: 0.00
16,461
5, l 94
28,369
33,563 16,461
1.20 0.59
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs: 2.25 F,qp Pcs
114
128
934
1,062 1 l4
9.97 1.07
Hrs/Shft: 10.00 Cal: 510 WC: NONE
0.00
Lab Pcs: 3.50 Eqp Pcs: 2.10
2,076
6ll
]04
340
1,878
2,218 2,076 7l5
5.72 5.35 ].84
Hrs/Shft: 10.00 Cal: 510 WC: NONE
1,070
1,070
26,750.00
Page 52
OS/04/2012 12:08
Total
**Unrevicwed
16,461
5,194
28,369
SQ024
1.79
* * U nrcvi ewcd
114
128
934
1,176
11.04
**Unrcvicwcd
2,076
611
104
340
1,878
5,008
12.91
** Unrcvicwed
1,070
1,070
26,750.00

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 5160 WJB
Description = CONC DECK (FISH PIER) Unit= M3 TakeoffQuan: 543.000 Engr Quan: 543.000
__�> ltem Totals: 5160 - CONC DECK (FISH PIER)
$464,368.86 7.1930 MH/M3 3,905.84 MH [ 150.974 ] 120,258 238,271 40,114 32,682 33,044
855.191 543 M3 221.47 438.80 73.88 60.19 60.86
BID ITEM = 5192 WJB
Dcscription= AASHTO TYP IIl GTRDERS (FISH PIFR) Unit= M TakeoffQuan: 1,098.000 Engr Quan: 1,098.000
367301 Precast Beams Quan: 48.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
***** Copied and adjusted from V:\HEAVYBID\EST\RPAMLICO2012 *****
d A1 W4 PC Placing 106.66 CH Prod: 4.5000 US
N 2FPCAASHT03 Type lI] AASHTO G@107 1,098.00 M 525.000
V 804380 400 AMP WELDER 1.00 106.67 HR 11.250
84303R American 9320 250 T 2.00 213.33 HR 291.660
8TRUSS Deal girder trus & po 0.02 HR 150,000.000
IWO] IronworkerForeman 1.00 106.67 MH 28.000
IW02 IronwarkerJorneyman 6.00 640.00 MH 26.000
LA02 Laborer,Skilled 2.00 213.33 MH 14.500
OP05 Operator, Crane>140 T 2.00 21333 MH 28.000
OPl2 Oiler 2.00 213.33 MH 14.000
$733,898.95 28.8887 MH/EA 1,386.6600 MH [ 725.998 ]
22221 Hr/Unit 10.6660 Shifts 28.8888 MH/Unit
367310 S& P Steel x Bracing Quan: 32.54 EA
***** Copied and adjusted from V:\HEAVYBID\EST\RPAMLICO2012 *****
A1 W3 Rebar/ Ironworker Crew 54.23 CH Prod: 5.9998 US
2MISCSTEFL Misc steel@107% 8.95 TON 1,500.000
804040 185 CFM 170 HP %0 1.00 54.23 HR 18.520
IWOI IronworkerForeman 1.00 54.23 MH 28.000
iW02 IronwarkerJorneyman 4.00 216.94 MH 26.000
$26,093.51 8.3334 MH/EA 271.1700 MH [ 242.002 ]
1.6666 Hr/Unit 5.4230 Shifts 83334 MH/Unit
____> Item Totals: 5192 - AASHTO TYP III GIRDERS (FISH PIER)
$759,992.46 1.5098 MH/M 1,657.83 MH [ 38.91 ]
692.161 1098 M
�
O
CJl
Lab Pcs: 13.00 Eqp Pcs: 3.00
616,802
203 997
33,836 28,384
3,000
4,788
26,810
5,145
9,077
4,858
50,678 616,802 37,039 29,381
1,055.78 12,850.03 771.64 612.10
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Lab Pcs: 5.00 Eqp Pcs: 1.00
14,365
207
2,434
9,088
11,522 14,365 207
354.08 441.45 6.37
62,199 631,166 37,246 29,381
56.65 574.83 33.92 26.76
Page 53
OS/04/2012 12:08
Total
464,369
855.19
**Unrcvicwcd
616,802
1,200
62,220
3,000
4,788
26,810
5, ] 45
9,077
4,858
733,899
15,289.56
**Unreviewed
14,365
207
2,434
9,088
26,094
801.89
759,992
692. ] 6

DMJM Harris
RBONNFR20] 2 BONNER 20] 2 REVISION 2(OPT 2)
Baris Lenderman
Activity Description
Resource
BIDITEM = 5260
Description = GROOVTNG DECK (FISH PIER)
GRIND Grinding Sub
4GR1ND Grinding Sub�d,l Ol %
$8,911.03
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
WJB
Unit= M2 TakeoffQuan: 2,500.000 Engr Quan: 2,500.000
Quan: 2,520.80 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
2,520.80 SY 3.500 8,911
[ ] 8,911
3.54
BID ITEM = 5270 WJB
Description = POT BEARINGS (F1SH PIER) Unit= LS TakeoffQuan: 1.000 F.ngr Quan: 1.000
� 4270 Pot Bearings Quan: 96.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
FP
� FRM22 Expansion Joint Crcw #3 480.00 CH Prod: 2.0000 US Lab Pcs: 6.00 Eqp Pcs: 2.00
2BRNG031 EXP (>8900 KN)@107% 96.00 EA 12,285.000 1,261,915
84515R 45 Ton R.T. (RT745) 1.00 480.00 HR ] 00.610 20,789 27,504
84900C 200 Amp Welder 1.00 480.00 HR 4.120 538 1,440
CA01 Carpenter Foreman 1.00 480.00 MH 23.000 17,670
CA02 Carpenter Journeyman 2.00 960.00 MH 21.000 32,518
IW02 lronwarkerJorneyman 1.00 480.00 MH 26.000 20,107
LA03 Labarer, unskilled 1.00 480.00 MH 13.000 10,529
OP02 Operator,Crane<50 T 1.00 480.00 MH 26.000 19,067
$],412,076.98 30.0000 MH/EA 2,880.0000 MH [ 715 ] 99,891 1,261,915 21,326 28,944
5.0000 Hr/Unit 48.0000 Shifts 30.0000 MH/Unit 1,040.54 13,144.95 222.15 301.50
_____> Item Totals: 5270 - POT BEARiNG5 (FISH PIER)
$],412,076.98 2,880.0000 MH/LS 2,880.00 MH [ 68640 ] 99,891 1,261,915 21,326 28,944
1,412,076.980 1 LS 99,891.38 1,261,915.20 2],326.40 28,944.00
BID ITEM = 5280
Description = F,XPANSION JOINTS (FISH PIFR)
4280 Expansion Joints
FRM22 Expansion Joint Crew #3
D
�
0
rn
WJB
Unit = M TakeoffQuan: 35.000 Engr Quan: 35.000
Quan: 35.00 M Hrs/Shft: 10.00 Cal: 510 WC: NONE
58.33 CH Prod: 0.1000 UM Lab Pcs: 6.00 Eqp Pcs: 2.00
Page 54
OS/04/2012 12:08
Total
8,911
8,911
3.54
1,261,915
48,293
1,978
17,670
32,518
20,107
10,529
19,067
1,412,077
14,709.14
] ,412,077
1,412,07698

DMJM Harris
RBONNFR20] 2 BONNER 20] 2 REVISION 2(OPT 2)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
BID [TEM = 5280
Description = EXPANSION JOINTS (FISH P[ER) Unit= M
2EXPJT-M Modular E�cpansion@] 07% 35.00 M 500.000
84515R 45 Ton R.T. (RT745) 1.00 58.33 HR 100.6] 0
84900C 200 Amp Welder 1.00 58.33 HR 4.120
CA01 Carpenter Foreman 1.00 5833 MH 23.000
CA02 Carpenter Journeyman 2.00 l 16.67 MH 21.000
iW02 Ironwarker Jorneyman 1.00 58.33 MH 26.000
LA03 Laborer, unskilled 1.00 58.33 MH 13.000
OP02 Operator,Crane<50 T 1.00 58.33 MH 26.000
$36,973.12 9.9997 MH/M 349.9900 MH [ 238.327 ]
1.6666 Hr/Unit 5.8330 Shifts 9.9997 MH/Unit
_____> Item Totals: 5280 - EXPANSION JOINTS (FISH PIER)
�$36,973.12 9.9997 MH/M 349.99 MH [ 238327 ]
F! , 1,056.375 35 M
�
�
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
WJB
TakeoffQuan: 35.000 Engr Quan: 35.000
18,725
2,526 3,342
65 175
2,147
3,952
2,443
1,279
2,317
12,] 39 18,725
346.84 535.00
12,139 18,725
346.84 535.00
2,592 3,517
74.05 100.49
2,592 3,517
74.05 100.49
BID ITEM = 5310 WJB
Description = TWO BAR METAL RAIL (FISH PIER) Unit= M TakeoffQuan: 739.000 F.ngr Quan: 739.000
4310 Two bar metal rail Quan: 739.00 M Hrs/Shft: 10.00 Cal: 510 WC: NONE
Page 55
OS/04/2012 12:08
Total
18,725
5,869
240
2, l 47
3,952
2,443
1,279
2,317
36,973
1,05637
36,973
1,056.37
4GR GuardRail-Sub@101% 739.00 M 818.650 611,032 611,032
$6] 1,032.17 [ ] 611,032 611,032
826.84 826.84
BID ITEM = 5311 WJB
Description = REMOVABLF, TRAFFIC BARRIER (FISH PIF.R) Unit= M TakeoffQuan: 7.000 F.ngr Quan:
A ALW FOR REM TRAFF BARRIER Quan: 7.00 M Hrs/Shft: 10.00 Cal: 510 WC: NONE
4ALWREMBARR ALW FOR REMVABL B@ 7.00 M 750.000
$5,302.50 [ ]
D
�
0
�
7.000
**Unreviewed
5,303 5,303
5,303 5,303
757.50 757.50

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BIDITEM = 5320 WJB
Description = 355MM X 800MM CONC PARAPET (FISH PIER) Unit= M TakeoffQuan: 739.000 Engr Quan: 739.000
4305 S& P concrete Jersey Barrier Quan: 209.89 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
CNCO2 Conc Crew w/35 Ton RT 42.83 CH Prod: 0.7000 UM Lab Pcs: 7.00 Eqp Pcs: 5.00
2C0006 5000 PSI Concrete@107% 22039 M3 157.200 37,070
84520R 35 Ton R.T. (RT635C) 1.00 42.84 HR 79.870 1,550 1,872
85000C 5 KW GENERATOR 1.00 42.84 HR 4.550 47 148
85320C Concr bucket ].-5-3 C 1.00 42.84 HR ] 2.090 353 165
85360C Hi-Cycle Concrete Vibr 2.00 85.67 HR 1.410 87 34
CM02 ConcreYe Finisher Journeym 1.00 42.84 MH 18.250 ],267
LAO l Laborer Foreman 1.00 42.84 MH 16.500 1, l58
LA02 Laborer,Skilled 2.00 85.67 MH 14.500 2,066
d LA03 Laborer, unskilled 2.00 85.67 MH 13.000 1,879
�' OP02 Operator,Crane<50 T 1.00 42.84 MH 26.000 1,702
O$49,398.20 1.4286 MH/M3 299.8600 MH [ 25.986 ] 8,072 37,070 2,036 2,219
02041 Hr/Unit 4.2830 Shifts 1.4287 MH/Unit 38.46 176.62 9.70 10.57
4306 F& S Jersey Barrier Quan: 1,182.43 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
FRM02 Formwork Crcw w/ 35 Ton RT 168.91 CH Prod: 1.0000 UM Lab Pcs: 7.00 F,qp Pcs: 2.00
3FM METAL FORMS@l07% 26.70 M2 550.000 15,713
84520R 35 Ton R.T. (RT635C) 1.00 168.92 HR 79.870 6,110 7,382
85000C 5 KW GF.,NERATOR 1.00 168.92 HR 4.550 186 583
CA01 Carpenter Fareman 1.00 168.92 MH 23.000 6,219
CA02 Carpenter Joumeyman 4.00 675.68 MH 21.000 22,887
LA03 Laborer, unskilled 1.00 168.92 MH 13.000 3,705
OP02 Operator,Crane<50 T 1.00 168.92 MH 26.000 6,7] 0
$69,494.21 1.0000 MH/M2 1,182.4400 MH [ 22.943 ] 39,521 15,713 6,296 7,965
0.1428 Hr/Unit 16.8910 Shifts 1.0000 MH/Unit 33.42 1329 5.32 6.74
4307 Rub & Finish Jersey Barrier Quan: 1,182.40 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
AFNSH3 3 man Finisher Crew 168.91 CH Prod: 2.0000 UM Lab Pcs: 3.50 Eqp Pcs: 0.00
3CURE Curing@107% 1,182.40 M2 0.550 696
CMO1 Concrete Finisher Foreman 0.50 84.46 MH 2O.250 2,744
CM02 Concrete Finisher Journeym 3.00 506.74 MH 18.250 14,990
$18,430.35 0.5000 MH/M2 591.2000 MH []0.195 ] 17,735 696
0.1429 Hr/Unit 16.8910 Shifts 0.5000 MH/Unit 15.00 0.59
•
Page 56
OS/04/2012 12:08
Total
37,070
3,422
195
Sl8
12l
1,267
1,158
2,066
1,879
1,702
49,398
235.35
] 5,713
13,492
769
6,219
22,887
3,705
6,710
69,494
58.77
696
2,744
14,990
18,430
15.59

DMJM Harris
RBONNFR20] 2 BONNER 20] 2 REVISION 2(OPT 2)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
BID ITEM = 5320
Description = 355MM X 800MM CONC PARAPF,T (FISH PIER)
4308 S& P stainless rebar
2SRASS Resteel Accessori ct 107% 10,49458 KG
2SRSS Reinfarcing Steel�n,107% 10,494.58 KG
4REBARSS Stainless Steel R@]Ol% 10,494.58 KG
$56,679.12
Cost Report
Unit
Cost
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
WJB
Unit= M TakeoffQuan: 739.000 6ng Quan: 739.000
Quan: 10,494.58 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
0.250 2,807
4.250 47,724
0.580 6,148
[ ] 50,531 6,148
4.81 0.59
_____> Item Totals: 5320 - 355MM X 800MM CONC PARAPET (FISH PIER)
$194,001.88 2.8058 MH/M 2,073.50 MH [ 60.402 ]
262.519 739 M
d
�
U�
� BID ITEM = 9100
Description = OVERHEADS
9200 Site Facilities - Complete
Operators & drivers for yard equip 20000 hrs
804040 --> ] 85 CFM ] 70 HP 6,000.00 HR
804320 -> 20-50 KW GENER 50- 6,000.00 HR
804380 --> 400 AMP WELDER 6,000.00 HR
805020 --> FLATBAD TRACTO 6,000.00 HR
811 WTRBL 2,000.00 HR
83130C =_> Water truck 2500 GA 500.00 HR
83140C --> Boom truck-12 TON 6,000.00 HR
83150C --> Lowboy 60 ton trailer 4,000.00 HR
83185C Small Vac Sweeper 500.00 HR
83400C => Cat 950F (170 HP) 500.00 HR
83800C =_> Bobcat 553-21 S HP 2,000.00 HR
84535R =_> 18 Ton R.T. (RT420) 6,000.00 HR
85105C => Pump 3-in Subm. F,lect 2,000.00 HR
85335C =_> Sandblaster 500.00 HR
85355C => Concrete Conveyor 500.00 HR
85845R =_> Boat, Supervisor(Boss) 1,000.00 HR
85850R Boat, Personnel 25 Per 1,000.00 HR
85855R Boat, Personnel 10 Per 1,000.00 HR
D
�
0
�
Unit =
Quan
18.520
23.890
1 1.250
30.830
15.000
33.640
17.980
23.000
37.420
65.070
18.120
65.450
4.560
20.670
I 5.760
22.220
70.090
42.070
Page 57
OS/04/2012 12:08
Total
**Unrevicwed
2,807
47,724
6,148
56,679
5.40
65,328 87,602 16,409 8,332 10,184 6,148 ]94,002
88.40 118.54 2220 11.27 13.78 8.32 262.52
LS TakeoffQuan: 1.000 Engr Quan:
1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
22,920 88,200
31,440 ll 1,900
] 1,400 56,100
49,380 135,600
30,000
5,070 11,750
69,480 38,400
53,600 38,400
18,710
13,735 18,800
17,240 19,000
171,000 221,700
4,520 4,600
8,010 2,325
2,680 5,200
3,420 18,800
70,090
42,070
1.000
111,120
143,340
67,500
184,980
30,000
16,820
107,880
92,000
18,710
32,535
36,240
392,700
9,120
10,335
�,xxo
22,220
70,090
42,070

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
BID [TEM = 9100
Description = OVERHF,ADS
86115C LightPlanY
86120C --> Arrow Board
8TURNTABL Turntable for Readym
OP02 --> Operator,Crane<50 T
$2,562,297.60 24,000.0000 MWLS
I90120
L236
L240
L242
� L243
F! , L244
cn L246
N L248
L249
L250
L252
$3,860,622.18
Supervison - Salaried
__> Project Manager
__> Project Engineer
--> Field Engineer
--> Schedule Engineer
__> Office F,ngineer
--> QC Engineer
--> Secretary
__> Office Manager
--> Clerk
_°> Runner
80,256.0000 MH/LS
I90125 Supervision Hourly
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Unit = L`,
6,000.00 HR 3.370
6,000.00 HR 5.450
2.00 EA 75,000.000
24,000.00 MH 26.000
24,000.0000 MH [ 686400 ]
24,000.0000 MH/Unit
Quan:
7,744.00 MH 62.500
7,744.00 MH 58.000
10,560.00 MH 38.500
6,000.00 MH 38.500
12,600.00 MH 38.500
4,000.00 MH 38.500
6,336.00 MH 17.000
6,336.00 MH 45.000
12,(00.00 MH 17.000
6,336.00 MH 13.000
80,256.0000 MH [ 2907448.8 ]
80,256.0000 MH/Unit
Quan:
1.00 LS
1.00 LS
Mechanic 3# av 30 mths x 176 hrs = 15840 hrs
4# Supers x av 30 mths x 176 hrs = 21120 hrs
L165 --> Mechanic 15,840.00 MH 35.000
L232 --> General Superintendent 6,336.00 MH 58.000
L238 —> Superintendent 21,120.00 MH 45.000
L2421 --> Party Chief 7,000.00 MH 38.000
L2423 =_> Rodman 14,000.00 MH 25.000
L2424 =_> Instrument man 14,000.00 MH 30.000
$3,945,700.32 78,296.0000 MH/LS 78,296.0000 MH [ 2963728 ]
78,296.0000 MH/Orrir
I90130 Project Vehicles Quan: 1.00 LS
83000C —> Pick-Up 1/2 Ton 138,000.00 HR 15.310
$2,] 12,780.00 [ ]
D
�
�
0
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
TakeoffQuan: 1.000 Engr Quan: 1.000
20,220
16,200 l 6,500
160,500
953,338
953,338 821,685 787,275
953,337.60 821,685.00 787,275.00
Hrs/Shft: 10.00 Cal: 510 WC: NONE
614,680
573,211
536,606
304,890
640,269
203,260
159,857
370,973
317,898
138,978
3,860,622
3,860,622.18
Hrs/Shft: 10.00 Cal: 510 WC: NONE
804,910
468,991
l ,236,576
362,544
491,400
581,280
3,945,700
3,945,700.32
Hrs/Shft: 10.00 Cal: 510 WC: NONE
622,3 80 1,490,400
622,380 1,490,400
622,3 80.00 1,490,400.00
Page 58
OS/04/2012 12:08
Total
20,220
32,700
160,500
953,338
2,562,298
2,562,297.60
614,680
573,211
536,606
304,890
640,269
203,260
159,857
370,973
317,898
138,978
3,860,622
3,860,622.18
804,910
468,991
1,236,576
362,544
49l ,400
581,280
3,945,700
3,945,700.32
2,112,780
2,] 12,780
2,] 12,780.00

DMJM Harris
RBONNFR20] 2 BONNER 20] 2 REVISION 2(OPT 2)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
BID ITEM = 9100
Description = OVERHF.ADS
I90150 Mechanic budget
83110C --> Mech.Tkr-1 TON
$313,680.00
I90220 Subsistance
9SUB8 Subsistance
9SUB9 Subsistance
$] ,368,600.00
d
� I90225 Consumables
W
9DH1 Safety Supplies
9DH3 Small Tools
$369,88429
I90250 Travel & Other Expenses
3ZF53 Adnun/STAFF Expen@107
3ZF60 Project Signs@107%
9601 Jointventure expenses
9MBDICAL Medical Expenses
9SUB1 Air Fare, single
9TR001 Crew Relocation
9TR002 Frmn Relocation
9TR006 Home Office travel
$411,027.17
I90310 Of6ce Supply
9SU001 Supplies
9SU005 PHOTOS
9SU008 Fedex/Postage
$ l ,669.92
D
�
�
�
12,000.00 HR
300.00 MO
720.00 MO
626,922.53 HR
626,922.53 HR
42.00 MO
1.00 LS
1.00 LS
] .00 LS
42.00 EA
12.00 EA
12.00 EA
42.00 MOS
42.00 MOS
42.00 MOS
42.00 MOS
Cost Report
Unit
Cost
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Unit = LS Takeot�f Quan: 1.000 6ng Quan: ].000
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
26.140 70,080 243,600
[ ] 70,080 243,600
70,080.00 243,600.00
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
1,754.000 526,200
1,170.000 842,400
[ ] 1,368,600
1,368,600.00
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
0.120 75,231
0.470 294,654
[ ] 369,884
369,88429
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
2,000.000 89,880
5,000.000 5,350
1.170 1
87,7 l 2.000 87,712
2,924.000 122,808
1,754.000 21,048
2,924.000 35,088
1,170.000 49,140
[ ] 411,027
41 ],027.17
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
16.370 688
5.850 246
17.540 737
[ ] 1,670
Page 59
OS/04/2012 12:08
Total
313,680
313,680
313,680.00
**Unreviewed
526,200
842,400
1,368,600
1,368,600.00
75,231
294,654
369,884
369,884.29
89,880
5,350
1
87,712
122,808
21,048
35,088
49, l 40
411,027
411,027.17
688
246
737
1,670

DMJM Harris
RBONNFR20] 2 BONNER 20] 2 REVISION 2(OPT 2)
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
BID [TEM = 9100
Description = OVERHF,ADS
I90420 Engineering Services
4ENG Engincering@101%
$88,590.13
I90610 Communications
805260 RADIOS
9DCO2 Copy machine
� 9DC05 Computer
� 9SU009 Phone/Fax
c�j� 9SU014 Cell Phone Costs
`� $289,810.60
I90912 Testing Lab
4PCONC Concrete TesUng@] O] %
$59,059.75
I92150 Trailers & Utilities
805140 --> OFFICE TRAILER
805141 Engs/clients office
85225C TooUOffice Vans 45'
9DH4 Ice and Water
9SU002 Electric
9SU003 Portajons
9SU004 Dumpsters
9SU007 Water/Sewer
9SUOl5 Office Cleaning
$504,608.25
D
�
�
N
Cost Report
Unit
Cost
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Unit = LS Takeoff Quan: 1.000 Engr Quan:
1,669.92
Quan: 1.00 DA Hrs/Shft: 10.00 Cal: 510 WC: NONE
1.00 LS 87,713.000
�]
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
66,000.00 HR 1.010 66,660
3.00 F.,A ] 1,695.000 35,085
20.00 EA 3,509.000 70,180
840.00 DA 81.860 68,762
840.00 DA 58.480 49,123
[ ] 223,151 66,660
223,150.60 66,660.00
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
1.00 LS 58,475.000
��
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
42.00 MOS 921.380 26,487 14,920
1.00 LS ] 50,000.000 ] 60,500
42.00 MOS 500.000 21,000
626,922.53 HR 0175 109,711
42.00 MOS 585.000 24,570
42.00 MOS 585.000 24,570
42.00 MOS 1,170.000 49,140
42.00 MOS 585.000 24,570
42.00 MOS 1,170.000 49,140
[ ] 281,70] 207,987 14,920
281,701.44 207,986.73 14,920.08
1.000
Page 60
OS/04/2012 12:08
Total
1,669.92
88,590 88,590
88,590 88,590
88,590.13 88,590.13
* * U nrcvicwed
66,660
35,085
70,180
68,762
49,123
289,8] 1
289,810.60
59,060 59,060
59,060 59,060
59,059.75 59,059.75
41,407
160,500
21,000
109,711
24,570
24,570
49, ] 40
24,570
49,] 40
504,608
504,608.25

DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Page 61
OS/04/2012 12:08
Total
BID ITEM = 9]00
Description= OVERHF.ADS Unit= LS Takeot�fQuan: 1.000 6ng Quan: ].000
I94010 Bond & Insurance Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
To use auot calculation for buildre's risk add bid marup percent to the adjustment field
3Z130 Builders Risk@107% 220,000.00 YD 1.045 246,040 246,040
9GA0] Insurance Costs 220,000.00 YD 6.844 1,505,680 1,505,680
9TX001 Permits ].00 K$ 29,238.000 29,238 29,238
9TX003 Performance Bond 220,000.00 YD 6.935 1,525,898 1,525,898
$3,306,856.08 [ ] 3,306,856 3,306,856
3,306,856.08 3,306,856.08
I94020 Taxes & Duties Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
,� 9AGENT Agent Fees 4.00 EA 585.000 2,340 2,340
� 9TX008 Equipment Tax, 4% 170,000.00 C 1.754 298,180 298,180
� $300,520.00 [ ] 300,520 300,520
300,520.00 300,520.00
_____> lYem Totals: 9100 - OVERHEADS
$]9,495,706.29 182,552.0000 MH/LS 182,552.00 MH [ 6557576.8 ] 8,759,660 6,263,410 1,788,792 2,536,195 147,650 ]9,495,706
19,495,706.290 1 LS 8,759,660.10 6,263,409.50 1,788,791.73 2,536,195.08 147,649.88 19,495,706.29
$192,663,835.15 *** Report Totals *** 629,969.68
»> indicates Non Additive Activity
------Report Notes:------
The estimate was prepared with TAKEOFF Quantities.
This report sbows TAKEOFF Quantiries with the resources.
"Unreviewed" Activities are marked.
Bid Date: Owner: Engineenng Firm:
Estimator-In-Charge:
MH
* on units of MH indicate average labor unit cost was used rather than base rate.
D
�
�
W
24,119,292 70,471,099 18,852,335 14,424,882 11,078,027 53,718,201 192,663,835

�
�J
DMJM Harris
RBONNER2012
Baris Lenderman
Actrvity
Resource
BONNER 20] 2 REVISION 2(OPT 2)
Description
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 9100
Description = OVERHF,ADS Unit = LS TakeoffQuan: 1.000 Engr Quan
[] in the Unit Cost Column = Labor Unit Cost Without Labor Burdens
In equipment resources, rent � and EOE ° not = 100o are represented as XXXoYYY where XXX=Rento and YYY=EOEo
------Calendar Codes------
508 RF.,G 40 HR WEF,K DAY SHIFTS
5]0 M-F ]0 HOURS PER DAY (Default Calendar)
6l 0 MO - SA ] 0 HR/DAY
OFF OFFSHIFT
D
�
�
�
1.000
Page 62
OS/04/2012 12:08
Total

B-2500 Pamlico Bridge Cost Study
PAMLIC O B RID GE
COST REPORT
(Revision 1 of AECOM Estimate 04/26/12
D-157

DMJM Harris
RPAMLICO2012
Baris Lenderman
Actrvity
Resource
PAMLICO 2012 REVISION 1
Description
Quantity
Pcs Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Page 1
OS/04/2012 1228
Total
BIDITEM = 2900
Description = CONSTR & RI;MOVAL OF TEMP ACCI:SS Unit= LS TakeoffQuan: 1.000 F,ngr Quan: 1.000
100 Install & remove trestle for 250t Marine Quan: 156,240.00 LF Hrs/Shft: 10.00 Cal: 510 WC: NONE
P1LE Pile Crew Shcct 97,650.00 CH Prod: 16.0000 US Lab Pcs: 6.00 Eqp Pcs: 5.00
3SUPPLIES Welding/slings@106.75% 9,765.00 DAY 100.000 1,042,414 1,042,414
3TRESTLE Trestle@106.75% 5,100.00 LF 1,460.000 7,948,605 7,948,605
4HAUL Haul Carolina to@]O1% 100.00 TRIP ],170.000 118,170 118,170
84308R American 7260 100T 1.00 97,650.00 HR 163.010 8,184,047 7,733,880 15,917,927
84910C 400 Amp Welder 1.00 97,650.00 HR 11.250 185,535 913,028 1,098,563
85130C Pump l0 in Cent 350 1.00 97,650.00 HR 35.870 1,378,818 2,123,888 3,502,706
85610C Ice 4l6 Vibro 65T 1.00 97,650.00 HR 109.610 3,989,979 6,713,438 ] 0,703,417
� 85655C Delmag D30-32 & LEAD 1.00 97,650.00 HR 82.960 4,649,117 3,451,928 8,101,044
�! ,OPO4 Operator, Crane 91T ].00 97,650.00 MH 28.000 4,154,734 4,154,734
U� OP12 Oiler l.00 97,650.00 MH 14.000 2,223,842 2,223,842
� PD01 Piledriver Fareman 1.00 97,650.00 MH 23.000 3,556,787 3,556,787
PD02 Piledriver Journeyman 3.00 292,950.00 MH 21.000 9,818,925 9,818,925
$68,187,132.13 3.7500 MH/LF 585,900.0000 MH [ 88 ] 19,754,288 8,991,019 18,387,495 20,936,160 ll 8,170 68,187,132
0.6250 Hr/Unit 9,765.0000 Shifts 3.7500 MH/Unit 126.44 57.55 117.69 134.00 0.76 436.43
101 Railway attached to trestle Quan: 78,120.00 LF Hrs/Shft: 10.00 Cal: 510 WC: NONE
PILE Pile Crew Shect 19,530.00 CH Prod: 40.0000 US Lab Pcs: 6.00 F,qp Pcs: 8.00
4HAUL Haul Carolina to@]O1% 250.00 TRIP 1,170.000 295,425 295,425
84308R American 7260 100T 1.00 19,530.00 HR 163.010 1,636,809 1,546,776 3,183,585
84910C 400 Amp Welder 1.00 19,530.00 HR 11.250 37,107 182,606 219,713
85650C Delmag D 16-32 Sa 32 1.00 19,530.00 HR 71.220 739,601 651,326 1,390,927
85720C Swinging Leads Top 1.00 19,530.00 HR 1.190 23,241 23,241
85725C Swinging Leads Mid 3.00 58,590.00 HR 0.990 58,004 58,004
85730C Swinging Leads Stab 1.00 L9,530.00 HR 0.490 9,570 9,570
8CONCBUCK 5 CY CONC LAYDOWN 20.00 EA 4,000.000 85,600 85,600
8L000 RAILWAY LOCO AND C ].00 LS 500,000.000 535,000 535,000
8RAILWAY RAILWAY TRESTLE,TK 1.00 LS 18,000,000.000 19,260,000 19,260,000
IWO] lronworker Foreman 1.00 19,530.00 MH 28.000 876,542 876,542
IW02 Ironworker Jorneyman 2.00 39,060.00 MH 26.000 ],636,234 1,636,234
LA02 Laborer,Skilled 1.00 19,530.00 MH 14.500 471,052 471,052
OP02 Operator,Crane<50 T 1.00 19,530.00 MH 26.000 775,778 775,778
OPl6 Operator, locomotiv 1.00 19,530.00 MH 23.000 693,026 693,026
$29,513,696.79 1.5000 MH/LF 117,180.0000 MH [ 39.463 ] 4,452,633 22,384,932 2,380,707 295,425 29,S13,697
D
�
�
cn

DMJM Harris
RPAMLICO2012
Baris Lenderman
Actrvity
Resource
PAMLICO 2012 REVISION 1
Description
Pcs
BID [TEM = 2900
Description = CONSTR & REMOVAL OF TEMP ACCESS
02500 Hr/Unit 1,953.0000 Shifts
910001 Mobilize Equipment Marine
4HAUL.01 HAUL Caialina@101%
$590,597.50
Quantity
Unit
Unit
Cost
Unit =
1.5000 MH/Unit
Quan:
1.00 LS 584,750.000
�]
Cost Report
LS
1.00 LS
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
TakeoffQuan: 1.000 Engr Quan: 1.000
57.00 286.55 30.48 3.78
Hrs/Shft: 10.00 Cal: 510 WC: NONE
Page 2
OS/04/2012 1228
Total
377.80
590,598 590,598
590,598 59Q598
590,597.50 590,597.50
_____> Item Totals: 2900 - CONSTR & REMOVAL OF TEMP ACCESS
$98,291,426.42 703,080.0000 MH/LS 703,080.00 MH [ 16831930.5 ] 24,206,921 8,991,019 40,772,427 23,316,867 1,004,193 98,291,426
98,291,426.420 1 LS 24,206,921.27 8,991,018.75 4o,��z,azb.90 zs,3ib,abzoo 1,004,192.50 98,291,426.42
d
c�ii BID ITEM = 3030 JCK
� Description = 1371 MM PRESTR CONC CYL P[LF, (54-iN) Unit= M TakeoffQuan: 56,807.000 Engr Quan: 56,807.000
3030 1371mm prestr conc cyl pile Marine Quan: 1,491.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
P1LF,C Pile Crew Large 9,939.99 CH Prod: 1.5000 US Lab Pcs: 6.00 F,qp Pcs: 6.00
2FCP54 54 PSPC Conc C@106.75 56,807.00 M 525.000 31,836,773
2FCP54SS 54" PSPC S.StI@106.75% 7,271.00 M 476.000 3,694,613
804025 Pile/Drill template 1.00 9,940.00 HR 12.000 119,280
804030 Pile Driving Jig 1.00 9,940.00 HR 7.000 69,580
804240 3 stage jet pump 250 1.00 9,940.00 HR 22.120 71,270 148,603
84304R 9299 SKYHORSF, & BAR 1.00 9,940.00 HR 492200 4,892,468
8491 OC 400 Amp Welder 1.00 9,940.00 HR 1].250 18,886 92,939
85664C DELMAG D160-32 & LEA 1.00 9,940.00 HR 410.000 4,075,400
OPOS Operator, Crane>140 T 1.00 9,940.00 MH 28.000 422,919
OP12 Oiler 1.00 9,940.00 MH 14.000 226,370
PDOI Pilcdriver Foreman 1.00 9,940.00 MH 23.000 362,053
PD02 Piledriver Joumeyman 3.00 29,820.00 MH 21.000 999,489
$47,030,642.88 40.0000 MH/EA 59,640.0000 MH [ 938.667 ] 2,010,831 35,531,386 9,246,884 241,542
6.6667 Hr/Unit 993.9990 Shifts 40.0000 MH/Unit 1,348.65 23,830.57 6,201.80 162.00
31332 Cutoff Concrete Piles 1371mm Quan: 1,491.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
PILE4 Pile Cutoff Crew 9,939.99 CH Prod: 1.5000 US Lab Pcs: 3.12 Eqp Pcs: 1.12
3SAWBLADE Sawblades@106.75% 1,491.00 EA 10.000 15,916
D
�
�
rn
**Unreviewed
31,836,773
3,694,613
119,280
69,580
219,873
4,892,468
] 11,825
4,075,400
422,919
226,370
362,053
999,489
47,030,643
31,543.02
**Unrevicwcd
15,916

DMJM Harris
RPAMLICO2012 PAMLICO 2012 REVISION 1
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
BID [TEM = 3030
Description = 1371 MM PRESTR CONC CYL PILF (54-IN) Unit = M
83150C Lowboy 60 ton trailer 0.12 1,192.80 HR 23.000
85325C Concrete Saw Handheld 1.00 9,940.00 HR 11.460
LA01 Laborer Foreman 1.00 9,940.00 MH 16.500
LA02 Laborer,Skilled 2.00 19,880.00 MH 14.500
TMOI Teamster O.12 1,192.80 MH 12.000
$929,253.94 20.8000 MH/EA 31,012.8000 MH [ 344.227 ]
6.6667 Hr/Unit 993.9990 Shifts 20.8000 MH/Unit
_____> IYem Totals: 3030 - 1371MM PRESTR CONC CYL PILE (54-IN)
$47,959,896.82 1.5958 MH/M 90,652.80 MH [ 33.672 ]
844.260 56807 M
d
�
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
JCK
TakeoffQuan: 56,807.000 Engr Quan: 56,807.000
15,984 11,451
27,931 85,981
268,702
479,494
23,795
771,991 15,916 43,915 97,432
517.77 10.68 29.45 65.35
2,782,822 35,531,386 15,916 9,290,799 338,974
48.99 625.48 028 163.55 5.97
�BIDITEM = 3040 JCK
Description = AXiAL LD TF,ST ON 1371 MM CYL PILE Unit= F,A TakeoffQuan: 2.000 6ngr Quan:
3050 Axial ►d test on 1676mm cyl pile Quan: 2.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
4TEST.01 Pilc test@101 % 2.00 LS 350,850.000
$708,717.00 [ ]
B�D ITEM = 3050 JCK
Dcscription = LATERAL LOAD TF.ST ON 1371 MM CYL PILE Unit= EA TakeoffQuan: 2.000 Engr Quan:
3050 Lateral Load test on 1676mm cyI pile Quan: 2.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
4TEST.01 Piletest@l01% 2.00 LS 350,850.000
$708,717.00 [ ]
D
�
�
�
2.000
Page 3
OS/04/2012 12:28
Total
27,434
ll3,912
268,702
479,494
23,795
929,254
623.24
47,959,897
844.26
** Unrcvicwcd
708,717 708,717
708,717 708,717
354,358.50 354,358.50
2.000
**Unreviewed
708,717 708,717
708,717 708,717
354,358.50 354,358.50

DMJM Harris
RPAMLICO2012
Baris Lenderman
Actrvity
Resource
PAMLICO 2012 REVISION 1
Description
Quantity
Pcs Unit
Unit
Cost
Cost Report
BIDITEM = 3060
Description = PRODUCTION DYNAMIC LD TEST ON CYL PILE Unit= EA
309000 Pile testing, Complete Quan: 78.00 LS
4TEST Ptiletest@701% 78.00 LS 1,754.000
$138,] 80.12 L l
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
JCK
TakeoffQuan: 78.000 Engr Quan:
Hrs/Shft: 10.00 Cal: 510 WC: NONE
78.000
Page 4
OS/04/2012 1228
Total
* * U nrcvi cwed
138,180 138,180
138,180 138,180
1,77].54 ],771.54
BID ITEM = 4110 JCK
Description = PRECAST CONCRF.TE PILE CAP Unit= M3 TakeoffQuan: 15,870.000 Engr Quan: 15,870.000
� 41530 Cast cols & caps incl form set up Marine Quan: 15,863.51 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
�
�' SEG 4.5 Man Scgmcnt Prccasting 7,050.44 CH Prod: 0.5000 UM Lab Pcs: 4.50 Eqp Pcs: 0.00
2CFL007 Superplastizer@106.75% 15,863.51 M3 15.000 254,014
2CFL025 C] -N Conc (FL@] 06.75% 15,863.51 M3 l 96.500 3,327,589
3FMF METAL FORN[S@106.75 1,561.41 M2 550.000 916,743
CA01 Carpenter Foreman 0.50 3,525.22 MH 23.000 129,776
CA02 Carpenter Jowreyman 1.00 7,050.45 MH 21.000 238,821
CMO1 Concrete Finisher Foreman 1.00 7,050.45 MH 2O.250 229, l00
IWO] Ironwarker Foreman 1.00 7,050.45 MH 28.000 316,437
LA02 Laborer,Skilled 1.00 7,050.45 MH 14.500 170,053
$5,582,532.51 2.0000 MH/M3 31,727.0200 MH [46.567] 1,084,186 3,581,604 916,743
0.4444 Hr/Unit 705.0440 Shifts 2.0000 MH/Unit 68.34 225.78 57.79
44330L Erect conc PC cois & caps Marine Quan: 877.98 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
FRM087 Formwork crcw w/9320 4,389.46 CH Prod: 2.0002 OS Lab Pcs 8.00 Eqp Pcs: 2.00
84303R American 9320 250 T 1.00 4,389.46 HR 291.660 696,212 584,018
85000C 5 KW GENERATOR 1.00 4,389.46 HR 4.550 4,828 15,144
CA01 CarpenterFareman 1.00 4,389.46 MH 23.000 l6],591
CA02 Carpenter Journeyman 4.00 17,557.84 MH 21.000 594,739
LA03 Laborer,unskilled ].00 4,389.46 MH 13.000 96,281
OP05 Operator, Crane>140 T 1.00 4,389.46 MH 28.000 186,759
OP12 Oiler 1.00 4,389.46 MH 14.000 99,964
$2,439,536.65 39.9959 MH/EA 35,115.6800 MH [ 890.911 ] 1,139,335 701,041 599,161
4.9995 Hr/Unit 438.9460 Shifts 39.9960 MH/Unit 1,297.68 798.47 682.43
D
�
�
�
**Unrcvicwcd
254,014
3,327,589
916,743
129,776
238,821
229,100
316,437
170,053
5,582,533
351.91
**Unrevicwcd
1,280,230
19,972
161,591
594,739
96,281
186,759
99,964
2,439,537
2,778.58

DMJM Harris
RPAMLICO2012
Baris Lenderman
Actrvity
Resource
PAMLICO 2012 REVISION 1
Description
Quantity
Pcs Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 4] 10 JCK
Description = PRECAST CONCRETE PILE CAP Unit= M3 TakeoffQuan: ] 5,870.000 Engr Quan: 15,870.000
_____> ltem Totals: 4110 - PRECAST CONCRETE PILE CAP
$8,022,069.16 4.2118 MH/M3 66,842.70 MH [ 95.836 ] 2,223,521 3,581,604 916,743 701,041 599,161
505.486 15870 M3 140.1 l 225.68 57.77 44.17 37.75
BIDITEM = 4]20
Description = EPDXY-COATED PILF, CAP REINF. STEEL
433 S& I Reinforcing Steelr
2SRF,PDXY Reinforcing St@106.75% 2,358,216.54 KG
d2SREPDXYA Restee] Access@]06.75% 2,358,216.54 KG
�' 4REBAR Rebar place@101 % 2,358,216.54 KG
N $4,276,448.83
Page 5
OS/04/2012 12:28
Total
8,022,069
505.49
JCK
Unit= KG TakeoffQuan: 2,358,217.000 Engr Quan: 2,358,217.000
Quan: z,358,216.54 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
**Unrcvicwcd
1.050 2,643,266 2,643,266
0.100 251,740 251,740
0.580 1,381,443 1,381,443
[ ] 2,895,006 1,381,443 4,276,449
1.23 0.59 1.81
_____> Item Totals: 4120 - EPDXY-COATED PILE CAP REINF. STEEL
$4,276,448.83 L ]
].813 2358217 KG
2,895,006
1.23
],381,443 4,276,449
0.59 1.81
BIDITEM = 4130 JCK
Description = PT STRAND IN PC COLS & CAPS Unit= KG TakeoffQuan: 349,016.000 F.ngr Quan: 349,016.000
4130 PT strand in PC cols & caps Quan: 349,016.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
PTS 5 Man PT Crcw 3,490.16 CH Prod: 20.0000 UM Lab Pcs: 5.00 Eqp Pcs: 0.00
2PTGROUT PT Grout MaterG106.75% 74.47 M3 300.000 23,849
2PTSTRAND PT STRAND SUPP@106.7 349,016.00 KG 3.]00 1,154,981
IWO1 lronwarker Fareman 2.00 6,98032 MH 28.000 313,290
IWO11 Ironworker Foreman 1.00 3,490.16 MH 28.000 156,645
LA02 Laborer,Skilled 2.00 6,980.32 MH 14.500 168,361
$1,817,125.72 0.0500 MH/KG 17,450.8000 MH [ 1.243 ] 638,296 1,178,830
0.0100 Hr/Unit 349.0160 Shifts 0.0500 MH/Unit L83 3.38
____> Item Totals: 4130 - PT STRAND IN PC COLS & CAPS
D
�
�
�
**Unreviewed
23,849
1,154,981
313,290
156,645
168,361
1,817,126
5.21

DMJM Harris
RPAMLICO2012 PAMLICO 2012 REVISION 1
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
BID [TEM = 4130
Description = PT STRAND IN PC COLS & CAPS
$1,817,125.72 0.0500 MH/KG
5.206 349016 KG
17,450.80 MH
Cost Report
Unit
Cost
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
JCK
Unit = KG Takeoff Quan: 349,016.000 Engr Quan: 349,016.000
[ 1.243 ] 638,296 1,178,830
1.83 3.38
BID ITEM = 4140 JCK
Description= PT BAR IN PC COLS & CAPS Unit= KG Tal<eot�fQuan: 301,852.000 F.ngr Quan: 301,852.000
4140 PT Bar in PC cols & caps Quan: 301,852.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
PTS 5 Man PT Crew 3,018.52 CH Prod: 20.0000 UM Lab Pcs: 5.00 Eqp Pcs: 0.00
2PTBAR PTBarsupply@106.75% 301,852.00 KG 5.000 ],611,]35
diW01 IronwarkerFareman 2.00 6,037.04 MH 28.000 270,953
�' IWO] 1 Nonwarker Fareman 1.00 3,0] 8.52 MH 28.000 135,477
W LA02 Laborer,Skilled 2.00 6,037.04 MH 14.500 145,610
$2,163,175.00 0.0500 MH/KG 15,092.6000 MH [ 1.243 ] 552,040 1,6i 1,135
O.O100 Hr/Unit 301.8520 Shifts 0.0500 MH/Unit 1.83 534
_____> Item Totals: 4140 - PT BAR IN PC COLS & CAPS
$2,163,175.00 0.0500 MH/KG ]5,092.60 MH [ 1.243 ] 552,040 1,611,135
7.166 301852 KG 1.83 5.34
BID ITEM = 4170
Description = 96° FIB GIRDERS
367301 Precast Beams
A] W4 PC Placing
2PCGFIB96 96" FIB GIRDER@106.75
804380 400 AMP WF,LDER
84303R American 9320 250 T
8TRUSS Dea] girder trus & po
IWO1 Ironworker Foreman
IW02 lronworker Jorneyman
LA02 Laborer,Skilled
OPOS Operator, Crane>140 T
D
�
N
O
6,480.00 CH
95,299.00 M
1.00 6,480.00 HR
2.00 12,960.00 HR
1.00 HR
1.00 6,480.00 MH
6.00 38,880.00 MH
2.00 12,960.00 MH
2.00 12,960.00 MH
Unit= M TakeoffQuan: 95,299.000 Engr Quan: 95,299.000
Quan: 1,944.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 3.0000 US Lab Pcs: 13.00 Eqp Pcs: 3.00
1,050.000 106,818,267
11.250 12,312 60,588
291.660 2,] 99,477 1,845,03 i
150,000.000 160,500
28.000 290,834
26.000 1,628,694
L4.500 312,587
28.000 551,412
Page 6
OS/04/2012 1228
Total
],817,126
5.21
**Unreviewed
1,611,135
270,953
135,477
145,610
2,163,175
7.17
2,] 63,175
7.17
106,87 8,267
72,900
4,044,508
160,500
290,834
1,628,694
312,587
551,412

DMJM Harris
RPAMLICO2012
Baris Lenderman
Actrvity
Resource
PAMLICO 2012 REVISION 1
Description
Quantity
Pcs Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 4170
Description = 96" FIB GIRDERS Unit = M Takeoff Quan: 95,299.000 Engr Quan: 95,299.000
OP12 Oiler 2.00 12,960.00 MH 14.000 295,146
$] 14,174,847.52 43.3333 MH/EA 84,240.0000 MH [] 089 ] 3,078,673 106,818,267 2,372,289 1,905,619
3.3333 Hr/Unit 648.0000 Shifts 43.3333 MH/Unit 1,583.68 54,947.67 1,22031 980.26
367310 S& P Steel x Bracing Quan: 2,916.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
A1 W3 Rebar/ Ironworker Crew 4,859.99 CH Prod: 6.0000 US Lab Pcs: 5.00 F�qp Pcs: ].00
2MISCSTEEL Misc steel@106.75% 802.00 TON 1,500.000 1,284,203
804040 185 CFM 170 HP %0 1.00 4,860.00 HR 18.520 ] 8,565
7W01 IronwarkerForeman 1.00 4,860.00 MH 28.000 218,126
lW02 IronwarkerJorneyman 4.00 19,440.00 MH 26.000 814,347
$2,335,240.48 8.3333 MH/EA 24,300.0000 MH [ 242 ] 1,032,473 1,284,203 18,565
� 1.6667 Hr/Unit 485.9990 Shifts 8.3333 MH/Unit 354.07 440.40 637
N
�_____> Item Totals: 4170 - 96" FIB GIRDFRS
`�$116,510,088.00 1.1389 MH/M 108,540.00 MH [29.619] 4,111,146 108,102,469 2,390,854 L,905,619
1,222.574 95299M 43.14 l,]34.35 25.09 20.00
BIDITEM = 4180
Description = DECK SLAB REINFORCEMENT STEEL (ASTM A 95
433 S& I Reinforcing Steel
2SRASS Restccl Access@106.75% 12,101,639.96 KG
2SRSS ReinforcingSt@106.75% ]2,101,639.96 KG
4REBARSS Stainless Steel R@101% 12,101,639.96 KG
$65,222,393.64
____> Item Totals:
$65,222,393.64
5.390
D
�
N
�
Unit= KG
Quan:12,101,639.96 g
0.250
4.250
0.580
�]
4180 - DECK SLAB REINFORCEMENT STEEL (ASTM A 95
�]
12101640 KG
TakeoffQuan: 12,101,640.000 EngrQuan: 12,101,640.000
G Hrs/Shft: 10.00 Cal: 510 WC: NONE
Page 7
OS/04/2012 1228
Total
295,146
1 ] 4,174,848
58,731.92
1,284,203
18,565
218,126
814,347
2,335,240
800.84
1 ] 6,510,088
1,222.57
3,229,625 3,229,625
54,903,628 54,903,628
7,089,141 7,089,141
58,133,253 7,089,141 65,222,394
4.80 0.59 5.39
58,133,253
4.80
7,089,141 65,222,394
0.59 5.39

DMJM Harris
RPAMLICO2012
Baris Lenderman
Actrvity
Resource
PAMLICO 2012 REVISION 1
Description
Quantity
Pcs Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BIDITEM = 4190
Description= CONC DECK Unit= M3 TakeoffQuan: 81,391.000 Engr Quan: 81,391.000
366002 Set & strip dk cantilever Quan: 44,571.41 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
FRM081 Formwork Crcw w/7260 11,142.85 CH Prod: 0.5000 UM Lab Pcs 8.00 Eqp Pcs: 3.00
3F1 WOODEN FORMS@106.7 44,571.41 M2 32.250 1,534,454
84308R American 7260 100T 1.00 1],142.85 HR ] 63.010 933,882 882,514
84700C 185 CFM Compressor 1.00 11,142.85 HR 18.520 42,566 163,800
85000C 5 KW GENERATOR 1.00 11,142.85 HR 4.550 12,257 38,443
CA01 Carpenter Fareman 1.00 11,142.85 MH 23.000 410,207
CA02 Carpenter Journeyman 4.00 44,571.41 MH 21.000 1,509,774
LA03 Laborer, unskilled 1.00 11,142.85 MH 13.000 244,414
OPO4 Operator, Crane 9lT 1.00 I 1,142.85 MH 28.000 474,097
d OP] 2 Oiler 1.00 l 1,142.85 MH 14.000 253,763
�-'$6,SOO,170.86 1.9999 MH/M2 89,142.8100 MH [44.55] 2,892,255 1,534,454 988,705 1,084,756
� 02500 Hr/Unit 1,1142850 Shifts 2.0000 MH/Unit 64.89 34.43 22.18 2434
366005 Set & Strip Deck Bulkhead Quan: 1,228.30 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
ACARP3 3 Man Caipanter Crcw 4,913.20 CH Prod: 0.2500 UH Lab Pcs: 3.50 Eqp Pcs: 0.00
3Fl WOODEN FORMS@106.7 1,228.30 M2 32.250 42,287
CA01 Carpenter Foreman 0.50 2,456.60 MH 23.000 90,436
CA02 Carpenter Joumeyman 3.00 14,739.60 MH 21.000 499,277
$631,999.13 14.0000 MH/M2 17,196.2000 MH [ 327.8 ] 589,713 42,287
4.0000 Hr/Unit 491.3200 Shifts 14.0000 MH/Unit 480.10 34.43
366008 Set & Strip Fascia Quan: 12,479.55 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
ACARP3 3 Man Carpcnter Crew 11,885.28 CH Prod: 0.3000 UM Lab Pcs: 3.50 F,qp Pcs: 0.00
3F] WOODEN FORMS@106.7 12,479.55 M2 32.250 429,632
CAOI Carpenter Foreman 0.50 5,942.64 MH 23.000 218,769
CA02 Carpenter Journeyman 3.00 35,655.86 MH 21.000 1,207,776
$1,856,177.29 3.3333 MH/M2 41,598.5000 MH [ 78.048 ] 1,426,545 429,632
0.9524 Hr/Unit 1,188.5280 Shifts 3.3333 MH/Unit 114.31 34.43
366010 F& I Stay-In-Place Deck Forms Quan: 165,742.21 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
FRM08l Farmwork Crew w/7260 10,358.88 CH Prod: 2.0000 UM Lab Pcs 8.00 F.qp Pcs: 3.00
2MISCSTF..EL Misc steel@106.75% 245.66 TON 1,500.000 393,363
2NEOPRENE Neoprene strip@106.75% 47,198.65 LF 0.500 25,192
D
�
N
N
Page 8
OS/04/2012 1228
Total
* * U nrcvi cwed
1,534,454
1,816,396
206,366
50,700
410,207
1,509,774
244,414
474,097
253,763
6,500,171
145.84
42,287
90,436
499,277
631,999
514.53
** Unrcvicwcd
429,632
218,769
1,207,776
1,856,177
148.74
** Unrcviewed
393,363
25,192

DMJM Harris
RPAMLICO2012 PAMLICO 2012 REVISION 1
Baris Lenderman
Activity Description Quantity Unit
Resource Pcs Unit Cost
Cost Report
BID [TEM = 4190
Description = CONC DECK Unit = M3
2SIP-F Stay-in Place @106.75% 165,742.21 M2 120.000
3GA101 Welding Suppli@106.75% ].23 LS 50,000.000
84308R American 7260 100T 1.00 10,358.89 HR ] 63.010
84700C 185 CFM Compressor 1.00 10,358.89 HR 18.520
85000C 5 KW GENERATOR 1.00 10,358.89 HR 4.550
CA01 Carpenter Foreman 1.00 10,358.89 MH 23.000
CA02 CarpenterJouineyman 4.00 41,435.55 MH 21.000
LA03 Laborer, unskilled 1.00 10,358.89 MH 13.000
OPO4 Operator, Crane 91T 1.00 ] 0,358.89 MH 28.000
OP12 Oiler 1.00 10,358.89 MH 14.000
$26,332,134.43 0.5000 MH/M2 82,871.1100 MH [ 1].138 ]
0.0625 Hr/Unit 1,035.8880 Shifts 0.5000 MH/Unit
d
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
TakeoffQuan: 81,391.000 Engr Quan: 81,391.000
21,231,577
65,651
868,179 820,424
39,571 152,276
11,395 35,738
381,346
1,403,553
227,218
440,742
235,909
2,688,768 21,650,132
1622 130.63
�,366012 F& S diaphrams Quan: 25,876.63 M2 Hrs/Shft: 10.00
�
� FRM087 Formwork crew w/9320 4,704.84 CH Prod: 0.5000 UM Lab Pcs:
3F1 WOODEN FORMS@106.7 25,876.62 M2 32.250
84303R American 9320 250 T 1.00 4,704.84 HR 291.660
85000C 5 KW GENERATOR 1.00 4,704.84 HR 4.550
CA01 Carpenter Foreman 1.00 4,704.84 MH 23.000 173,201
CA02 Carpenter Journeyman 4.00 18,819.37 MH 21.000 637,471
LA03 Laborer, unskilled 4.00 18,819.37 MH 13.000 412,796
OPOS Operator, Crane>140 T 1.00 4,704.84 MH 28.000 200,178
OPl2 Oiler 1.00 4,704.84 MH 14.000 107,146
$3,911,319.32 2.0000 MH/M2 51,753.2600 MH [402] 1,530,793
0.1818 Hr/Unit 470.4840 Shifts 2.0000 MH/Unit 59.16
366102 Set Bidwell Screed Rail Quan: 58,155.20 M Hrs/Shft: 10.00
CNC90 Scr�ed Rail Crew 11,07718 CH Prod: 1.5000 UM Lab Pcs:
3SCRAIL Screed Rail Ma@106.75% 3,390.11 M 20.000
85000C 5 KW GF..NERATOR 1.00 11,077.] 8 HR 4.550
CA01 Carpenter Foreman 0.50 5,538.59 MH 23.000 203,895
CA02 Carpenter Joumeyman 2.00 22,154.36 MH 21.000 750,438
LA03 Laborcr, unskilled 1.00 11,077.18 MH 13.000 242,974
$1,320,086.42 0.6666 MH/M 38,770.1300 MH [ 13.933 ] 1,197,306
0.]905 Hr/Unit 1,]07.7180 Shifts 0.6667 MH/Unit 20.59
D
�
N
W
65,651 9l 9, l 44 1,008,43 8
0.40 5.55 (.08
Cal: 510 WC: NONE
11.00 Eqp Pcs: 2.00
890,851
798,471 669,797
S,175 16,232
890,857 803,646 686,029
34.43 31.06 26.51
Cal: 510 WC: NONE
3.50 Eqp Pcs: 1.00
72,379
12,185 38,216
72,379 12,185 38,216
1.24 0.21 0.66
Page 9
OS/04/2012 1228
Total
21,231,577
65,651
1,688,603
191,847
47,133
381,346
1,403,553
227,218
440,742
235,909
26,332,134
158.87
**Unreviewed
890,851
1,468,269
21,407
173,201
637,471
412,796
200,178
] 07,146
3,911,319
151.15
**Unrcviewcd
72,379
50,401
203,895
750,438
242,974
1,320,086
22.70

DMJM Harris
RPAMLICO2012
Baris Lenderman
Actrvity
Resource
PAMLICO 2012 REVISION 1
Description
Quantity
Pcs Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID ITEM = 4190
Description= CONCDF.CK Unit= M3 Takeot�fQuan: 81,391.000 6n� Quan: 81,391.000
366104 Pour & Finish Deck & diaph Quan: 81,391.00 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
CNC087 Conc Crew w/9320 10,173.87 CH Prod: 1.0000 UM Lab Pcs 8.00 Eqp Pcs: 6.00
2C0005 4500 PSi Concr@106.75% 85,460.55 M3 153.250 13,980,865
84303R American 9320 250 T 1.00 10,173.88 HR 291.660 1,726,637 1,448,389
85000C 5 KW GENERATOR 1.00 10,173.88 HR 4.550 11,] 91 35,100
85320C Concrbucket 1.-5-3 C 1.00 10,173.88 HR 12.090 83,833 39,169
85340R Pump Truck 1.00 10,173.88 HR 1 11.450 390,677 743,202
85360C Hi-Cyde Concrete Vibr 2.00 20,347.75 HR 1.410 20,551 8,139
CM02 Concrete Finisher Journeym 1.00 10,173.88 MH 18.250 300,957
LA01 Laborer Foreman 1.00 10,173.88 MH 16.500 275,025
� LA02 Laborer,Skilled 2.00 20,347.75 MH 14.500 490,775
F! , LA03 Laborer, unskilled 2.00 20,347.75 MH 13.000 446,320
�OPOS Operator,Crane>140T 1.00 IO,173.88 MH 28.000 432,870
�OP12 Oiler 1.00 10,173.88 MH 14.000 231,696
$20,665,396.61 1.0000 MH/M3 81,391.0200 MH [ 18.116 ] 2,177,643 13,980,865 2,232,889 2,274,000
0.1250 Hr/Unit 1,017.3870 Shifts 1.0000 MH/Unit 26.76 171.77 27.43 27.94
366143 Cure conc diaph & facia Quan: 4,192,72416 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
AFNSH3 3 man Finishcr Crcw 47,916.46 CH Prod: 25.0002 UM Lab Pcs: 3.50 F,qp Pcs: 0.00
3CUREMAT CuringMATF,RIA@]06.75 4,192,724.16 M2 0.550 2,461,653
CMO1 Concrete Finisher Foreman 0.50 23,958.23 MH 2O.250 778,507
CM02 Concrete Finisher Journeym 3.00 143,749.39 MH 18.250 4,252,295
$7,492,454.64 0.0399 MH/M2 167,707.6200 MH [ 0.816 ] 5,030,801 2,461,653
0.0114 Hr/Unit 4,791.64(0 Shifts 0.0400 MH/Unit 1.20 0.59
366144 Rub & Finish conc Quan: 15,967.93 SM Hrs/Shft: 10.00 Cal: 510 WC: NONE
AFNSH2 2 Man finish Crew 2,365.61 CH Prod: 3.0000 UM Lab Pcs: 2.25 Eqp Pcs: 0.00
3RUBMAT Rubmat@]06.75% 15,967.93 M2 1.000 17,046
CMO1 Concrete Finisher Foreman 0.25 59].40 MH 2O.250 19,217
CM02 Concrete Finisher Journe}nn 2.00 4,731.24 MH I 8.250 139,956
$176,219.18 0.3333 MH/SM 5,322.6400 MH [ 6.773 ] 159,173 17,046
0.1481 Hr/Unit 236.5610 Shifts 03333 MH/Unit 9.97 1.07
366150 S& I safety rails Quan: 58,155.20 M Hrs/Shft: 10.00 Cal: 510 WC: NONE
D
�
N
�
Page 10
OS/04/2012 12:28
Total
**Unrevicwed
13,980,865
3,175,026
46,291
123,002
1,133,879
28,690
300,957
275,025
490,775
446,320
432,870
231,696
20,665,397
253.90
2,461,653
778,507
4,252,295
7,492,455
1.79
** Unrcvicwed
17,046
19,217
139,956
176,219
11.04

DMJM Harris
RPAMLICO2012 PAMLICO 2012 REVISION 1
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 4190
Description= CONC DECK Unit= M3 TakeoffQuan: 81,391.000 F,ngr Quan: 81,391.000
ACARP3 3 Man Carpenter Crew 2,769.29 CH Prod: 6.0000 UM Lab Pcs: 3.50 Eqp Pcs: 2.10
3SAFERAIL SafetyRai]@106.75% 58,155.20 M 5.000 310,403
85300C 450 Desck Finisher 1.05 2,907.76 HR 31.500 91,594
85305C Work Bridge 1.05 2,907.76 HR 5.340 15,527
CA01 Carpenter Foreman 0.50 1,384.65 MH 23.000 50,974
CA02 Carpenter Journeyman 3.00 8,307.89 MH 21.000 281,414
$749,913.41 0.1666 MH/M 9,692.5400 MH [ 3.902 ] 332,388 310,403 107,122
0.0476 Hr/Unit 276.9290 Shifts 0.1667 MH/Unit 5.72 5.34 1.84
366151 Access - Conc in superstr dk slabs, HPC Quan: 5.45 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
3EA08 Stair Tower@106.75% l.23 LS ] 00,000.000 131,303
� $131,302.50 [ ] ] 31,303
F! , 24,09220
�
�_____> Item Totals: 4190 - CONC DECK
$69,767,173.79 7.1930 MH/M3 585,445.83 MH [ 150.972 ] 18,025,386 35,630,998 5,955,659 5,063,691 5,091,439
857.185 81391 M3 221.47 437.78 73.17 62.21 62.56
BID ITEM = 4260
Dcscription= GROOVINGDECK
GRIND Grinding Sub
4GRIND Grinding Sub@101%
$1,130,480.58
BIDITEM = 4270
Description= BEARING PADS
4270 Bearing Pads
FRM22 Expansion Joint Crew #3
D
�
N
CJl
Page 11
OS/04/2012 12:28
Total
310,403
91,594
15,527
50,974
281,414
749,913
12.90
131,303
131,303
24,092.20
69,767,174
857.19
Unit= M2 TakeoffQuan: 272,997.000 Engr Quan: 272,997.000
Quan: 275,268.82 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
272,997.00 SY 4.100 1,130,481 1,130,481
[ ] 1,130,481 1,130,481
4.11 4.11
3,888.00 CH
Unit= EA TakeoffQuan: 3,888.000 Engr Quan: 3,888.000
Quan: 3,888.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: ] 0.0000 US Lab Pcs: 3.00 Sqp Pcs: 0.00

DMJM Harris
RPAMLICO2012
Baris Lenderman
Actrvity
Resource
PAMLICO 2012 REVISION 1
Description
Quantity
Pcs Unit
Unit
Cost
Cost Report
BID [TEM = 4270
Description = BEARING PADS Unit= EA
2BRNG031 EXP (>8900 KN)@106.75 3,888.00 EA 2,000.000
CA02 Carpenter Journeyman 2.00 7,776.00 MH 21.000
LA03 Laborer, unskilled 1.00 3,888.00 MH 13.000
$8,649,559.45 3.0000 MWEA 11,664.0000 MH [ 60.5 ]
1.0000 Hr/Unit 388.8000 Shifts 3.0000 MH/Unit
_____> ltem Totals: 4270 - BEARING PADS
$8,649,559.45 3.0000 MH/EA 11,664.00 MH [ 60.5 ]
2,224.687 3888 EA
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
TakeoffQuan: 3,888.000 Engr Quan
8,300,880
263,398
85,282
348,679 8,300,880
89.68 2,135.00
348,679 8,300,880
89.68 2,135.00
3,888.000
� BID ITEM = 4280
F! , Description = EXPANSION JOINT SEALS Unit= M TakeoffQuan: 1,577.000 Engr Quan: 1,577.000
�
�
4280 Expansion Joints Quan: 1,577.00 M Hrs/Shft: 10.00 Cal: 510 WC: NONE
FRM22 Expansion Joint Crew #3 87.61 CH Prod: 3.0000 UM Lab Pcs: 6.00 F,qp Pcs: 2.00
2EXPJT-M Modular Expans@106.75% 1,577.00 M 500.000 841,724
84515R 45 Ton R.T. (RT745) 1.00 87.61 HR 100.6] 0 3,794 5,020
84900C 200 Amp Welder 1.00 87.61 HR 4.120 98 263
CAOI Ca�penter Foreman 1.00 87.61 MH 23.000 3,225
CA02 Carpenter Journeyman 2.00 175.22 MH 21.000 5,935
IW02 IronworkerJorneyman 1.00 87.61 MH 26.000 3,670
LA03 Laborer, unskilled 1.00 87.61 MH 13.000 1,922
OP02 Operator,Crane<50 T 1.00 87.61 MH 26.000 3,480
$869,131.38 0.3333 MH/M 525.6600 MH [ 7.944 ] 18,232 841,724 3,893 5,283
0.0556 Hr/Unit 8.7610 Shifts 03333 MH/Unit 11.56 533.75 2.47 3.35
_____> Item Totals: 4280 - EXPANSION JOWT 5EALS
$869,13138 0.3333 MH/M 525.66 MH [ 7.944 ] 18,232 841,724 3,893 5,283
SS1.130 1577 M l 1.56 533.75 2.47 3.35
BID ITEM = 4290
Description= ACCESSSYSTEM
D
�
N
O�
Unit = LS Takeoff Quan: 1.000 Engr Quan: 1.000
Page 12
OS/04/2012 1228
Total
8,300,880
263,398
85,282
8,649,559
2,224.68
8,649,559
2,224.68
841,724
8,814
36l
3,225
5,935
3,670
1,922
3,480
869,] 3l
551.13
869,131
551.13

DMJM Harris
RPAMLICO2012
Baris Lenderman
Actrvity
Resource
PAMLICO 2012 REVISION 1
Description
B�D ITEM = 4290
Description = ACCFSS SYSTF.M
4290 Access System
4METAL Miscell. metal@101 %
$54,619.18
Pcs
Quantity
Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Unit= LS Takeot�fQuan: 1.000 6ng Quan:
Quan: 9,260.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
9,260.00 KG 5.840
�l
Page 13
OS/04/2012 12:28
Total
1.000
54,619 54,619
54,619 54,619
5.90 5.90
BID [TEM = 4305
Description = 355MM X 800MM CONC PARAPET Unit = M TakeoffQuan: 47,650.000 Engr Quan: 47,650.000
d 4305 S& P conc parapet Quan: 13,532.95 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
�
p CNCO2 Conc Crcw w/35 Ton RT 2,761.82 CH Prod: 0.7000 UM Lab Pcs: 7.00 Eqp Pcs: 5.00
2C0006 5000 PSI Concr@106.75% 14,209.60 CY 157.200 2,384,527
84520R 35 Ton R.T. (RT635C) 1.00 2,761.83 HR 79.870 99,895 120,692
85000C 5 KW GENF,RATOR 1.00 2,761.83 HR 4.550 3,038 9,528
85320C Concrbucket ].-5-3 C 1.00 2,761.83 HR 12.090 22,757 10,633
85360C Hi-Cycle Concrete Vibr 2.00 5,523.65 HR 1.410 5,579 2,209
CM02 Concrete Finisher JournEym 1.00 2,76] .83 MH 18.250 81,699
LAOI Labarer Foreman 1.00 2,761.83 MH 16.500 74,659
LA02 Laborer,Skilled 2.00 5,523.65 MH 14.500 133,227
LA03 Laborer,unskilled 2.00 5,523.65 MH 13.000 121,159
OP02 Operator,Crane<50 T 1.00 2,761.83 MH 26.000 ] 09,707
$3,179,310.04 1.4285 MWM3 19,332.7900 MH [ 25.985 ] 520,450 2,384,527 131,270 143,063
02041 Hr/Unit 276.1820 Shifts 1.4286 MH/Unit 38.46 17620 9.70 10.57
4306 F& S parapet Quan: 76,239.80 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
FRM02 Formwork Crew w/ 35 Ton RT 10,891.40 CH Prod: 1.0000 UM Lab Pcs: 7.00 F,c� Pcs: 2.00
3FM METAL FORMS@106.75 640.38 M2 400.000 273,442
84520R 35 Ton R.T. (RT635C) 1.00 10,891.40 HR 79.870 393,942 475,954
85000C 5 KW GENERATOR 1.00 10,891.40 HR 4.550 11,981 37,575
CAO] Carpenter Foreman 1.00 10,891.40 MH 23.000 400,950
CA02 Carpenter Journeyman 4.00 43,565.60 MH 21.000 1,475,704
LA03 Laborer, unskilled 1.00 10,891.40 MH 13.000 238,899
OP02 Operator,Crane<50 T 1.00 10,891.40 MH 26.000 432,633
$3,741,079.73 1.0000 MH/M2 76,239.8000 MH [ 22.943 ] 2,548,185 273,442 405,922 513,530
D
�
N
v
2,384,527
220,587
12,566
33,391
7,788
81,699
74,659
133,227
121,159
109,707
3,179,310
234.93
**Unreviewed
273,442
869,896
49,556
400,950
1,475,704
238,899
432,633
3,74],080

DMJM Harris
RPAMLICO2012 PAMLICO 2012 REVISION 1
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Page 14
OS/04/2012 1228
Total
BID [TEM = 4305
Description = 355MM X 800MM CONC PARAPET Unit = M Takeoff Quan: 47,650.000 Engr Quan: 47,650.000
0.1429 Hr/Unit 1,089.1400 Shifts 1.0000 MH/Unit 33.42 3.59 5.32 6.74 49.07
4307 Rub & finish parapet Quan: 76,239.80 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
**Unreviewed
AFNSH3 3 man Finishcr Crew 10,89] .39 CH Prod: 2.0000 UM Lab Pcs: 3.50 Eqp Pcs: 0.00
3CURE Curing@106.75% 76,239.80 M2 1.000 81,386 81,386
CMO] Concrete Finisher Foreman 0.50 5,445.70 MH 2O.250 ] 76,954 176,954
CM02 Concrete Finisher Journeym 3.00 32,674.20 MH 18.250 966,546 966,546
$1,224,885.91 0.5000 MH/M2 38,119.9000 MH []0.195 ] 1,143,500 81,386 1,224,886
0.1429 Hr/Unit 1,089.1390 Shifts 0.5000 MH/Unit 15.00 1.07 16.07
4308 S& P epoxy rebar Quan: 672,695.29 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
* * Unrcvicwcd
�2SR ReinforcingSt@106.75% 672,695.29 KG 1.000 718,102 718,102
V 2SRA Resteel Access@106.75% 672,695.29 KG 0.100 7],810 71,810
�4REBAR Rebarplace@101% 672,695.29 KG 0.580 394,065 394,065
$],183,97734 [ ] 789,912 394,065 1,183,977
1.17 0.59 1.76
_____> Item Totals: 4305 - 355MM X 800MM CONC PARAPET
$9,329,253.02 2.8057 MH/M 133,692.49 MH [ 60.4 ]
195.787 47650 M
BID ITEM = 4310
Description = TWO BAR MF.TAL RAIL Unit = M
43] 0 Two bar metal rail Quan: 47,650.00 M
4GR GuardRail-SuU@10]% 47,650.00 M 643220
$30,955,927.33 [ ]
BIDITEM = 4350
Description = TELEPHONE COND & INSERTS
D
�
N
�
4,212,136 3,174,440 354,828 537,192 656,592 394,065 9,329,253
88.40 66.62 7.45 11.27 13.78 8.27 195.79
TakeoffQuan: 47,650.000 Engr Quan: 47,650.000
Hrs/Shft: ]0.00 Cal: 510 WC: NONE
30,955,927 30,955,927
30,955,927 30,955,927
649.65 649.65
Unit= M TakeoffQuan: 23,673.000 Engr Quan: 23,673.000

DMJM Harris
RPAMLICO2012 PAMLICO 2012 REVISION 1
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
B�D ITEM = 4350
Description= TF,LEPHONE COND & INSF.RTS Unit= M Takeot�fQuan: 23,673.000 6ng Quan:
4350 Telephone cond & inserts Quan: 23,673.00 M Hrs/Shft: 10.00 Cal: 510 WC: NONE
4ELEC Electrical Subcon@101% 23,673.00 M 40.930
$978,625.25 L ]
BID [TEM = 4360
Description = POWER & CATV SLEF.VES & DUCTS Unit = M TakeoffQuan: 23,673.000 Engr Quan:
d 4350 Power & CATV ducts Quan: 23,673.73 M Hrs/Shft: 10.00 Cal: 510 WC: NONE
r-�
� j4ELEC Electrical Subcon@101% 23,673.00 M 23.390
$559,248.58 [ ]
BID [TEM = 9100
Description = OVERHEADS
9200 Site FaciliYies - Complete
Operators and drivers for yard equip 20000 hrs
803170 --> 9320 250 TON HOON 15,000.00 HR
804040 --> ] 85 CFM ] 70 HP 7,500.00 HR
804320 =_> 20-50 KW GENER 50- 7,500.00 HR
804380 -> 400 AMP WELDER 7,500.00 HR
805020 --> FLATBAD TRACTO 7,500.00 HR
811 WTRBL 2,500.00 HR
83130C =_> Water truck 2500 GA 625.00 HR
83140C --> Boom truck-12 TON 7,500.00 HR
83150C --> L,owboy 60 ton trailer 5,000.00 HR
83185C Small Vac Sweeper 625.00 HR
83400C => Cat 950F (170 HP) 625.00 HR
83800C =_> Bobcat 553-21.5 HP 2,500.00 HR
D
�
N
�
Unit =
Quan:
291.660
18.520
23.890
11.250
30.830
15.000
33.640
17.980
23.000
37.420
65.070
18.120
23,673.000
Page 15
OS/04/2012 12:28
Total
978,625 978,625
978,625 978,625
41.34 41.34
23,673.000
559,249 559,249
559,249 559,249
23.62 23.62
JCK
LS TakeoffQuan: 1.000 F,ngr Quan: 1.000
1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
2,545,691 2,135,453
28,650 110,250
39,300 139,875
]4,250 70,125
61,725 169,500
37,500
6,338 14,688
86,850 48,000
67,000 48,000
23,388
17,169 23,500
21,550 23,750
4,681,] 43
138,900
179,175
84,375
231,225
37,500
21,025
134,850
115,000
23,388
40,669
45,300

DMJM Harris
RPAMLICO2012 PAMLICO 2012 REVISION 1
Baris Lenderman
Activity Description
Resource
BID [TEM = 9100
Description = OVERHF,ADS
84535R --> 18 Ton R.T. (RT420)
85105C --> Pump 3-in Subm. Elect
85335C --> Sandblaster
85355C --> Concrete Conveyor
85845R —> Boat, Supervisar(Boss)
85850R Boat, Personnel 25 Per
85855R Boat, Personnel 10 Per
86115C Light Plant
86120C --> Arrow Board
OP02 =_> Operator,Crane<50 T
$8,279,226.00 45,000.0000 MH/LS
d
�, I90120 Supervison - Salaried
V
W L236 �—> Project Manager
L240 =_> Project F.ngineer
L242 --> Field Engineer
L244 --> Office F,ngineer
L246 —> QC Engineer
L248 --> Secretary
L249 --> Office Manager
L250 --> Clerk
L252 =_> Runner
$4,174,690.02 89,300.0000 MWLS
I90125 Supervision Hourly
L165 —> Machanic
L232 --> General Superintendent
L238 —> Superint�nd�nt
L242] --> Parry Chief
L2423 =_> Rodman
L2424 =_> Instrument inan
$5,055,710.40 97,870.0000 MWLS
D
�
w
0
Quantity
Pcs Unit
Unit
Cost
Cost Report
Unit = L`,
7,500.00 HR 65.450
2,500.00 HR 4.560
625.00 HR 20.670
625.00 HR 15.760
1,250.00 HR 22.220
1,250.00 HR 70.090
1,250.00 HR 42.070
7,500.00 HR 3.370
7,500.00 HR 5.450
45,000.00 MH 26.000
45,000.0000 MH [ 1287000 ]
45,000.0000 MH/Unit
Quan:
7,920.00 MH 62.500
7,920.00 MH 58.000
13,200.00 MH 38.500
15,750.00 MH 38.500
5,000.00 MH 38.500
7,920.00 MH 17.000
7,920.00 MH 45.000
15,750.00 MH 17.000
7,920.00 MH 13.000
89,300.0000 MH [ 3133481 ]
89,300.0000 MH/Unit
Quan:
19,800.00 MH 35.000
7,920.00 MH 58.000
26,400.00 MH 45.000
8,750.00 MH 38.000
17,500.00 MH 25.000
17,500.00 MH 30.000
97,870.0000 MH [ 3800910 ]
97,870.0000 MH/Unit
1.00 LS
L00 LS
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
JCK
TakeoffQuan: 1.000 Engr Quan: 1.000
213,750 277,]25
5,650 5,750
10,013 2,906
3,350 6,500
4,275 23,500
87,613
52,588
25,275
20,250 20,625
1,787,508
1,787,508 3,372,172 3,119,546
1,787,508.00 3,372,171.75 3,i 19,546.25
Hrs/Shft: 10.00 Cal: 510 WC: NONE
628,650
586,238
670,758
800,336
254,075
199,822
463,716
397,373
173,722
4,174,690
4,174,690.02
Hrs/Shft: 10.00 Cal: 510 WC: NONE
1,006,137
586,238
],545,720
453,180
670,425
794,010
5,055,7] 0
5,055,710.40
Page 16
OS/04/2012 1228
Total
490,875
1 ] ,400
12,919
9,850
27,775
87,613
52,588
25,275
40,875
1,787,508
8,279,226
8,279,226.00
628,650
586,238
67Q758
800,336
254,075
199,822
463,716
397,373
173,722
4,174,690
4,174,690.02
1,006,137
586,238
1,545,720
453,180
670,425
794,010
5,055,710
5,055,710.40

DMJM Harris
RPAMLICO2012 PAMLICO 2012 REVISION 1
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
BID ITEM = 9]00
Description = OVERHF.ADS
I90130 Project Vehicles
83000C --> Pick-Up 1/2 Ton
$2,640,975.00
I90150 Mechanic budget
831 ] OC —> Mech.Tkr-1 TON
$392,100.00
� I90220 Subsistance
r-�
V
'� )SUB8 Subsistancc
9SUB9 Subsistance
$],710,393.75
I90225 Consumables
9*DH1 Safety Supplies
9*DH3 Small Tools
$1,013,450.72
I90250 Travel & Other Expeuses
3ZF53 Admin/STAFF Ex@106.75
3ZF60 Project Signs@106.75%
9601 Joint venture expenses
9MFDICAL Medical F,xpenses
9SUB1 Air Fare, single
9TR001 Crew Relocation
9TR002 Frmn Relocation
9TR006 Home Office travel
$481,373.97
D
�
w
�
172,500.00 HR
15,000.00 HR
375.00 MO
900.00 MO
1,732,986.88 LBHR
1,732,986.88 LBHR
45.00 MO
1.25 LS
].25 LS
1.25 LS
50.00 F.,A
15.00 EA
15.00 EA
45.00 MOS
Cost Report
Unit
Cost
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
JCK
Unit = LS TakeotiQuan: 1.000 Engr Quan: 1.000
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
15310 777,975 1,863,000
[ ] 777,975 1,863,000
777,975.00 I ,863,000.00
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
26.140 87,600 304,500
[ ] 87,600 304,500
87,600.00 304,500.00
Quan: 1.25 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
1,754250 657,844
1,] 69.500 1,052,550
[ ] 1,710,394
1,368,315.00
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
0.117 202,759
0.467 810,69]
[ ] 1,013,451
1,013,450.72
Quan: 1.25 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
2,000.000 )6,075
5,000.000 6,672
1.169 1
87,712.500 l 09,641
2,923.750 146,188
1,754.250 26,314
2,923.750 43,856
1,] 69.500 52,628
[ ] 481,374
385,099.18
Page 17
OS/04/2012 1228
Total
2,640,975
2,640,975
2,640,975.00
392,100
392,100
392,100.00
657,844
1,052,550
1,710,394
1,368,315.00
202,759
810,691
1,013,451
1,013,450.72
96,075
6,672
1
109,641
146,7 88
26,314
43,856
52,628
481,374
385,099.18

DMJM Harris
RPAMLICO2012 PAMLICO 2012 REVISION 1
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
BID ITEM = 9]00
Description = OVERHF.ADS
I90310 Office Supply
9SU001 Supplies
9SU005 PHOTOS
9SU008 Fedex/Postage
$1,78934
I90420 Engineering Services
4ENG Engineering@101%
�$118,119.50
r�-�
V
� I90610 Communications
805260 RADIOS
9DCO2 Copy machine
9DC05 Computer
9SU009 Phone/Fax
9SU014 Cell Phone Costs
$330,674.26
I90912 Testing Lab
4ECONC Concrct�Testuig@101%
$118,119.50
I92150 Trailers & Utilities
805140 --> OFFICE TRAILER
805141 Engs/clients office
85225C TooUOffice Vans 45'
9*DH4 Ice and Water
9SU002 Electric
9SU003 Portajons
9SU004 Dumpsters
D
�
w
N
45.00 MOS
45.00 MOS
45.00 MOS
1.00 LS
Cost Report
Unit
Cost
Page 18
OS/04/2012 12:28
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract Total
JCK
Unit = LS TakeotiQuan: 1.000 Engr Quan: 1.000
Quan: 1.25 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
16373 737
5.847 263
17.542 789
[ ] 1,789
l ,431.47
Quan: 1.00 DA Hrs/Shft: 10.00 Cal: 510 WC: NONE
737
263
789
1,789
1,431.47
1] 6,950.000 1] 8,120 118,120
[ ] 118,120 ll8,120
] 18,119.50 1 18,119.50
Quan: 1.25 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
82,500.00 HR 1.010 83,325
3.75 EA 11,695.000 43,856
25.00 EA 3,508.500 87,713
825.00 DA 81.865 67,539
825.00 DA 58.475 48,242
[ ] 247,349 83,325
197,879.41 66,660.00
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
83,325
43,856
87,713
67,539
48,242
330,674
264,539.41
1.00 LS 116,950.000 118,120 118,120
[ ] 118,120 ll8,120
] 18,1 19.50 1 18,119.50
Quan: 1.25 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
45.00 MOS 921.380 28,379 15,986
1.25 LS 150,000.000 200,625
45.00 MOS 500.000 22,500
1,732,986.88 LBHR 0.175 303,966
45.00 MOS 584.750 26,314
45.00 MOS 584.750 26,314
45.00 MOS 1,169.500 52,628
44,364
200,625
22,500
303,966
26,314
26,3 ] 4
52,628

DMJM Harris
RPAMLICO2012 PAMLICO 2012 REVISION 1
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
Page 19
OS/04/2012 1228
Total
BID [TEM = 9]00 JCK
Description = OVERHF,ADS Unit = LS TakeoffQuan: 1.000 Engr Quan: 1.000
9SU007 Water/Sewer 45.00 MOS 584.750 26,314 26,314
9SUOl5 OfficeCleaning 45.00 MOS 1,169.500 52,628 52,628
$755,651.59 [ ] 488,162 251,504 15,986 755,652
390,529.72 201,202.91 12,788.64 604,521.27
I94010 Bond & lnsurance Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
3Z130 Builders Risk@106.75% 380,000.00 YD 1.045 423,985 423,985
9GA0] Insurance Costs 380,000.00 YD 6.843 2,600,682 2,600,682
9TX001 Permits 1.00 K$ 29,237.500 29,238 29,238
9TX003 Performance Bond 380,000.00 YD 6.950 2,641,114 2,641,114
$5,695,018.88 [ ] 5,695,019 5,695,019
� 5,695,018.88 5,695,018.88
r-�
� I94020 Taxes & Duties Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
9AGENT Agent Fees 4.00 EA 584.750 2,339 2,339
9TX008 Equipment Tax, 4% 330,000.00 C 1.754 578,919 578,919
$581,258.00 [ ] 581,258 581,258
581,258.00 581,258.00
_____> lYem Totals: 9100 - OVERHEADS
$31,348,550.93 232,170.0000 MH/LS 232,170.00 MH [8221391] 1],017,908 10,218,796 4,572,575 5,303,032 236,239 31,348,551
3],348,550.930 1 LS ll,O17,908.42 10,218,796.07 4,572,57539 5,303,032.05 236,239.00 31,348,550.93
$499,460,807.20 *** Report Totals *** 1,965,156.88 MH 68,137,087 258,981,724 26,452,961 63,332,472 37,216,968 45,339,595 499,460,807
»> indicates Non AddiYive AcYivity
------Report Notes:------
The estimate was prepared with TAKFOFF Quantities.
This report shows TAKEOFF Quantities with the resources.
"Unreviewed" Activities are marked.
Bid Date: Owner: Engineering Firm:
Estimator-In-Charge:
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DMJM Harris
RPAMLICO2012 PAMLICO 2012 REVISION 1
Baris Lenderman
Activity Description Quantity
Resource Pcs Unit
Unit
Cost
Cost Report
Perm Constr Equipment Equipment Sub-
Labor Material Matl/Exp Ownership Operation Contract
BID [TEM = 9]00 JCK
Description = OVERHF,ADS Unit = LS TakeoffQuan: 1.000 Engr Quan:
* on units of MH indicate average labor unit cost was used rather than base rate.
[] in the Unit Cost Column = Labor Unit Cost Without Labor Burdens
In equipment resources, rent ° and EOE ° not = 100o are represented as XXXoYYY where XXX=Rento and YYY=EOEo
-----Calendar Codes------
508 REG 40 HR WEEK DAY SHIFTS
510 M-F ]0 HOURS PER DAY (Default Calendar)
610 MO - SA 10 HR/DAY
OFF OFFSH[FT
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1.000
Page 20
OS/04/2012 1228
Total

D-178
Construction Costs for the Revised
Parallel and Pamlico Bridges
Dare County, NC
North Carolina Department of Transportation
May 2012
ARMENI Project No. ACS-167
Prepared for:
NCDOT
Prepared By:
Armeni Consulting Services, LLC
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CQ�+ISLILTING $ERVICES, LLC
4411 Suwanee Dam Rd, Suite 750 * Suwanee, GA 30024 *[phone]
www.armeniconsulting.com
D-178

D-179
EXECUTIVE SUMMARY
SCOPE OF WORK
In April 2012, Armeni Consulting Services, LLC (ACS) submitted a cost estimate to the
North Carolina Department of Transportation (NCDOT) for the construction of the
Parallel (Bonner) Bridge spanning across the Oregon Inlet in Dare County, NC. The
estimate was calculated with the use of Heavy Construction Software Services (HCSS)
software and, in order to reflect 2012 costs, was strictly based on updating the unit rates
that are included in the estimate that was prepared by Finley Engineering Group, Inc. and
submitted to NCDOT in 2006. NCDOT subsequently requested ACS to revise the April
2012 cost estimate based on the request for proposal (RFP) for this project (Project B-
2500) and subsequent addendums.
In April 2012, ACS also submitted a cost estimate for the construction of the Pamlico
Bridge through a portion of the Pamlico Sound in Dare County, NC. That estimate was
also based on updating the unit rates of the resources that were included in the estimate
that was prepared by Finley Engineering Group, Inc. and submitted to NCDOT in 2006.
NCDOT subsequently requested ACS to revise the April 2012 cost estimate based on
several new design criteria outlined in e-mail correspondence including the requirement
of stainless stee] reinforcing steel in all cast in place concrete.
The Pamlico Sound Bridge design is based on an approximate bridge length of 14.8 miles
and an overall deck width of 43 feet. It is planned to span from the vicinity of the Oregon
Inlet on the north end to the Rodanthe township area on the south end in a horseshoe type
configuration through the Pamlico Sound. The superstructure consists of 560 each
139.50' long spans with four 78" bulb tees per span and conventional concrete decking.
The foundation estimate is based on 54" prestressed precast concrete cylinder piles with a
cast in place concrete pile cap substructure.
The Parallel (Bonner) Bridge is a 54 span, 2.7 mile bridge that crosses the Oregon Inlet
with a superstructure estimated to be entirely built by erecting precast concrete segments.
The foundation is designed with 66" prestressed precast concrete cylinder piles with 20"
square concrete piles at the abutments.
1 �I���.��-
D-179

� :1
TASK APPROACH
ACS was provided a PDF �le of the HCSS estimate file "2006-20" dated 11/29/2006
denoting a total cost of $222,962,625.60 to construct the Parallel Bridge (Bonner). ACS
was also provided a PDF fi1e of the HCSS file "2006-22" dated 11/22/2006 showing a
tota] cost of $431,061,636.46 to construct the Pamlico Sound Bridge (14.8 miles).
The original HCSS software files were not made available to ACS and it was agreed that
ACS would need to reproduce these original estimates using the same HCSS software in
order to make the appropriate updates of costs that were estimated in 2006. The
information shown on the PDFs provided suf�cient detail to allow the reproduction of the
resources and rates in an attempt to recreate the estimate file. Several critical cost data
had to be interpreted including labor fringes, payroll taxes, worker's compensation rates,
United States Longshore and Harbor Workers (USL&H) Rate (known in HCSS as the
marine upshift factor) and equipment rental and maintenance rates.
Once the total costs were re-established, ACS revised all labor, permanent materials,
consumable/expendable materials, subcontractor, equipment and indirect (project
overhead) costs to reflect 2012 rates. The updated HCSS cost estimates were submitted to
NCDOT in April 2012. The resulting HCSS files serve as a basis to estimate the
construction cost of the bridges based on design and specification revisions provided to
ACS in April 2012, industry standard methodologies and resources and best available
information including the following detailed cost criteria and assumptions:
Labor Wage Rates
The base hourly and salary wages that were used in the 2006 estimates were escalated at
a rate of 3% per year in order to establish 2012 base wage rates. Although the Davis-
Bacon act mandates minimum hourly wages according to craft, rates can vary
substantially between different contractors. The rates that have been utilized in the
estimates have been compared with the North Carolina State Department of Labor
Occupational and Wage Estimates to ensure that the prevailing wage rates for pertinent
construction crafts in Dare County have been met.
Overall, ACS considers the rates that have been established to be conservative
throughout the duration of the project.
Labor Pavroll Tax and Fringe Rates
The estimated total payroll taX rate in the previous estimates was based on 10.45% of the
base rate and was not adjusted in the current cost estimates. The fringe rates vary
substantially by craft and was escalated 2% per year from the estimated rates in the 2006
cost estimates in order to establish the 2012 rates.
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D-181
Workers Compensation Rates
This rate varies by contractor and also by work environment. The WC rates that were
estimated as a basis for the 2006 cost estimates remained unchanged when established in
the 2012 cost estimates. The majority of the cost activities included a Worker's
Compensation rate of 7.87%.
Marine Upshift
This factor takes into account the USL&H (United States Longshore & Harbor) rate and
varies by contractor. The factor is applied to each Worker's Compensation Rate for any
work activity over navigable waters where they do not access their work place via a
temporary work trestle. The majority of the cost activities in the 2006 estimate included
this factor and was estimated to be 2.26 in the previous estimates.
ACS removed this factor from all cost activities eXCept for the installation of the access
trestle.
Overtime
The previous estimates were based on activities primarily working 50 hours per week.
Absent a detailed project schedule, the overtime calendar is deemed reasonable and was
not revised in the current estimates.
Permanent Material Rates
The regional sales tax rate of 7% that was applied to all permanent material unit costs in
the previous estimates remained unchanged. Prices for the majority of the permanent
material were solicited by ACS from various major local and national suppliers including
ready miX concrete, post-tensioning material, epoxy coated reinforcing steel, precast
concrete piles and deck panels, bearings, expansion joints and furnishing and testing of
54" prestressed cylinder piles. The budgetary prices that were provided by these suppliers
were input into the updated estimates as 2012 rates.
Consumable/Expendable Material Rates
The regional sales tax rate of 7% that was applied to all expendable material unit costs in
the previous estimates remained unchanged. No current expendable material rates were
solicited although ACS studied all existing material and rates in the previous estimates to
ensure that they were within reason based on historical data. Several consumable
3I,�,�`��
4
D-181

D-182
resources were added to the library as necessary in particular as they related to the
installation of the cylinder piles.
Subcontractors
The only subcontract work that ACS solicited in order to obtain current rates was for the
installation of reinforcing steel and testing of the cylinder piles. All other previously
established subcontractor rates were studied for reasonableness based on historical data.
A 1.00% surcharge that was applied to the majority of the subcontractor base prices in the
previous cost estimates remained unchanged. ACS considers this rate as a representation
of the subcontractor's bond expense to the contractor.
Equipment Rates
The majority of the equipment and costs were based on the equipment detailed in the
2006 cost estimate and corresponding 2012 escalated rates. ACS did not solicit current
rental rates for the equipment but ensured validity of total project equipment costs based
on range of historical percentage of equipment cost when compared to total project cost.
Escalation
No escalation costs have been taken into account beyond the increases mentioned in this
report.
Bond & Insurance Rates
Bond and insurance costs were included in the indirect overhead costs in addition to the
1% bond rate that was applied to subcontractors as previously mentioned.
Profit and Margin
As per previous cost estimates, a profit mark-up of 15% was applied to all total labor,
burden, permanent material, expendable material, subcontractors and inside and outside
rented equipment and maintenance costs.
Contingencv
As per previous cost estimates, a contingency allowance cost was not included in either
of the two revised cost estimates.
4 I � � . �� �:
D-182

D-183
Construction Schedule
A project construction schedule was not produced by ACS nor was one provided. The
indirect costs were primarily based on the precast yard and bridge construction durations
that were established in the 2006 cost estimates.
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D-183

D-184
CONSTR UCTION COST ESTIMA TE SUMMARIES (1)
Parallel Bridge (2.7 Miles)
2012 Revised Design Cost Estimate (HCSS File 2012-20R)
2012 Cost Estimate (HCSS File 2012-20)
2006 Cost Estimate (HCSS File 2006-20)
Pamlico Bridge (14.8 Miles)
2012 Revised Design Cost Estimate (HCSS File 2012-22R)
2012 Cost Estimate (HCSS File 2012-22)
2006 Cost Estimate (HCSS File 2006-22)
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$ 295,337,602
$ 266,135,434
$ 222,962,626
$ 553,956,502
$ 483,733,048
$ 431,061,636
The cost estimates do not include any pre-construction costs such as design, acquisition
or permitting expenses. The estimates do not include any costs related to the construction
or demolition of structures along the approaches, relocation of major utilities or
maintenance of the bridges upon completion.
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D-185
CONSTR UCTION COST ESTIMA TE SUMMARIES (2)
The following total costs allow for contingencies and escalation in order to compare with
the cost calculation methods that were introduced in the 2006 total cost estimates:
Parallel Bridge (2.7 Miles)
2012 Revised Design Cost Estimate (HCSS File 2012-20R)
5% Escalation for 21 months
10% Contingency
2012 Revised Design Cost Estimate Total
2012 Cost Estimate (HCSS File 2012-20)
5% Escalation for 21 months
10% Contingency
2012 Revised Design Cost Estimate Total
2006 Cost Estimate (HCSS File 2006-20)
5% Escalation for 21 months
10% Contingency
2012 Revised Design Cost Estimate Total
Pamlico Bridge (14.8 Miles)
_ $ 295,337,602
$ 26,395,798
$ 32,173,340
$ 353,906,740
_ $ 266,135,434
$ 23,785,854
$ 28,992,129
$ 318,913,417
_ $ 222,962,626
$ 19,927,284
$ 24,288,991
$ 267,178,901
2012 Revised Design Cost Estimate (HCSS File 2012-22R) _ $ 553,956,502
5% Escalation for 21 months $ 49,509,862
10% Contingency $ 60,346,636
2012 Revised Design Cost Estimate Total $ 663,813,000
2012 Cost Estimate (HCSS File 2012-22) _ $ 483,733,048
5% Escalation for 21 months $ 43,233,641
10% Contingency $ 52,696,669
2012 Revised Design Cost Estimate Total $ 579,663,358
2006 Cost Estimate (HCSS File 2006-22)
5% Escalation for 21 months
10% Contingency
2012 Revised Design Cost Estimate Total
D-185
_ $ 431,061,636
$ 38,526,134
$ 46,958,777
$ 516,546,547
7�['����

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RE VISED CONSTR UCTION COST ESTIMA TE (1) DETAILS
PARALLEL (BONNER) BRIDGE (2. 7 Miles)
Cost activities within the following bid items of HCSS cost estimate file 2012-20 were
reviewed and adjusted based on NCDOT design and spec revisions as well as Armeni
Consulting Services research and bridge construction and estimating experience:
SID ITEM 2900 — Construction & Removal of Tempora�^v Access
2012 Revised Design Cost Estimate (HCSS File 2012-20R) _ $ 64,026,502
2012 Cost Estimate (HCSS File 2012-20) _ $ 63,092,096
Difference $ 934,406 (+1.5%)
Although estimated dredging cost was decreased by approximately $1 M, cost increase is
primarily due to reduction in trestle installation production rate based on historical data.
Estimated cost to mobilize/demobilize equipment was increased from $600K to $1M.
BID ITEM 2910 — Removal of Existin� Brid�e
2012 Revised Design Cost Estimate (HCSS File 2012-20R) _ $ 11,924,550
2012 Cost Estimate (HCSS File 2012-20) _ $ 10,746,304
Difference $ 1,178,246 (+11.0%)
Subcontractor demolition unit cost was increased from $179.11 to $200.00 per M2.
BID ITEM 2975 — Fishing Pier Surface Improvements
2012 Revised Design Cost Estimate (HCSS File 2012-20R)
2012 Cost Estimate (HCSS File 2012-20)
Difference
_ $ 456,774
_ $ 0
$ 456,774 (New)
Bid Item was added to identify cost to provide a 1,200' long fishing pier as specified per
Page 160 in RFP. The cost estimate allowed for the refurbishing a portion of the existing
Bonner bridge in order to meet this requirement.
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D-187
BID ITEM 2976 — Fishing Pier Structural Improvements
2012 Revised Design Cost Estimate (HCSS File 2012-20R)
2012 Cost Estimate (HCSS File 2012-20)
Difference
_ $ 500,000
_ $ 0
$ 500,000 (New)
Should the Contractor elect to modify a portion of the existing Bonner Bridge in order to
provide the required 1,200' fishing pier, a$SOOK cost allowance shall be included as
specified on Page 160 of the RFP. This Bid Item was added to identify the $SOOK
allowance for structural improvements to the existing bridge that will be directed by the
Engineer.
BID ITEM 2990 — Class AA Concrete Footings
2012 Revised Design Cost Estimate (HCSS File 2012-20R)
2012 Cost Estimate (HCSS File 2012-20)
Difference
_ $ 20,195,271
_ $ 20,831,072
$ - 635,801 (-3.1%)
Removed cost to assist reinforcing steel subcontractor as this cost is typically included in
reinforcing steel Bid Items.
Reference the NAVIGATIONAL ZONE section for information regarding deduction in
estimated cost due to the reduction in navigational zone length when compared to the
2006 estimate.
SID ITEMS 3000/3005 — Rein�orcin� Steel (Footin�s)
2012 Revised Design Cost Estimate (HCSS File 2012-20R)
2012 Cost Estimate (HCSS File 2012-20)
Difference
_ $ 49,808,677
_ $ 12,255,297
$ 37,553,380 (+306.4%)
Revised cost estimate includes moving the cost to support the reinforcing steel
subcontractor and, particularly, the RFP requirement to furnish stainless steel rebar in all
cast in place concrete in lieu of epoxy coated rebar as previously estimated.
Reference the NAVIGATIONAL ZONE section for information regarding deduction in
estimated cost due to the reduction in navigational zone length when compared to the
2006 estimate.
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BID ITEMS 3010/3015 — Spiral Rebar
2012 Revised Design Cost Estimate (HCSS File 2012-20R)
2012 Cost Estimate (HCSS File 2012-20)
Difference
_ $ 870,835
_ $ 214,478
$ 656,357 (+306.0%)
The revised cost estimate includes requirement to furnish stainless steel rebar in lieu of
epoxy coated rebar as previously estimated.
Reference the NA VIGATIONAL ZONE section for information regarding deduction in
estimated cost due to the reduction in navigational zone length when compared to the
2006 estimate.
BID ITEM 3020 — 508mm spuare prestressed concrete pile
2012 Revised Design Cost Estimate (HCSS File 2012-20R)
2012 Cost Estimate (HCSS File 2012-20)
Difference
_ $ 138,838
_ $ 57,404
$ 81,434 (+141.9%)
The previous cost estimates had neglected to include purchasing of the concrete piles.
The cost increase is also a result of revised production rates based on ACS historical data.
SID ITEM 3040 — Dvnamic Pile Test
2012 Revised Design Cost Estimate (HCSS File 2012-20R) _$ 55,127
2012 Cost Estimate (HCSS File 2012-20) _$ 16,099
Difference $ 39,028 (+242.4%)
Revised cost estimate includes current unit rate obtained by testing subcontractor and
allowance for contractor support costs.
BID ITEM 3050 — Axial Load Test on 1676mm cvlinder pile
2012 Revised Design Cost Estimate (HCSS File 2012-20R) _
2012 Cost Estimate (HCSS File 2012-20) _
Difference
$ 740,279
$ 1,838,919
$ -1,098,640 (-59.7%)
Revised cost estimate includes cost information obtained by testing subcontractor and
allowance for contractor support costs.
10�I'��,��
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BID ITEM 3060 — Production Dvnamic Load Test on Cvlinder Pile
2012 Revised Design Cost Estimate (HCSS File 2012-20R) _$ 55,116
2012 Cost Estimate (HCSS File 2012-20) _$ 16,099
Difference $ 39,017 (+242.4%)
Revised cost estimate includes current unit rate obtained by testing subcontractor and
allowance for contractor support costs.
BID ITEM 4190 — Precast Concrete Deck Segments
2012 Revised Design Cost Estimate (HCSS File 2012-20R)
2012 Cost Estimate (HCSS File 2012-20)
Difference
_ $ 39,768,952
_ $ 41,236,168
$ -1,467,216 (-3.6%)
The revised cost is based on a reduction in the overhead duration as well as revising the
production rates based on ACS historical data.
BID ITEM 4191— Erect PC Deck Se�ments
2012 Revised Design Cost Estimate (HCSS File 2012-20R)
2012 Cost Estimate (HCSS File 2012-20)
Difference
_ $ 19,095,604
_ $ 22,681,527
$ -3,585,923 (-15.8%)
The revised cost is primarily due to a reduction in the production rate of Activity 21100K
to erect the 128 non-typical segments from 51,200 man-hours to 8,448 man-hours based
on ACS historical data.
BID ITEM 4210 — PT Strand in Deck Se�ments
2012 Revised Design Cost Estimate (HCSS File 2012-20R)
2012 Cost Estimate (HCSS File 2012-20)
Difference
_ $ 11,081,698
_ $ 8,936,355
$ 2,145,343 (+24.0%)
The increase in cost is due to a revision in the production rate of the only cost activity in
the estimate from 64 KG/MH to 0.025 MH/KG. The revised rate is a blended rate based
on ACS historical data that includes installation of the longitudinal and transverse post-
tensioning in the precast yard and on site as well as all handling and grouting of the
strands.
11 �['����
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D-190
BID ITEM 4260 — Grooving Deck
2012 Revised Design Cost Estimate (HCSS File 2012-20R) _
2012 Cost Estimate (HCSS File 2012-20) _
Difference
$ 389,527
$ 200,216
$ 189,311 (+94.6%)
The revised cost estimate allows for the cost to grind and groove the deck concrete based
on historical subcontractor rates. The cost to profilograph the deck is included in the
precast operation portion of the estimate.
BID ITEM 4310 — Two Bar Metal Rail
2012 Revised Design Cost Estimate (HCSS File 2012-20R)
2012 Cost Estimate (HCSS File 2012-20)
Difference
_ $ 2,546,234
_ $ 9,518,628
$ - 6,972,394 (-73.3%)
The revised cost estimate is based on historical subcontractor unit rates to furnish and
install two bar meta] railing including the cost to drill and epoXy grout the anchors.
BID ITEM 4320 — 355mm x 800mm Concrete Parapet
2012 Revised Design Cost Estimate (HCSS File 2012-20R)
2012 Cost Estimate (HCSS File 2012-20)
Difference
_ $ 0
_ $ 2,554,880
$ - 2,554,880 (Deleted)
This Bid Item was deleted due to revised parapet height as per RFP. Reference added Bid
Item 4325 for revised parapet cost.
SID ITEM 4325 — 355mm x 762mm Concrete Parapet
2012 Revised Design Cost Estimate (HCSS File 2012-20R)
2012 Cost Estimate (HCSS File 2012-20)
Difference
_ $ 1,734, ll 9
_ $ 0
$ 1,734,119 (New)
This Bid Item was added due to revised parapet height as per RFP. Reference Bid Item
4320 for deleted Bid Item. ACS estimated cost includes allowance for separate subs to
install epoXy rebar, slip form the concrete and apply a Class V finish along the perimeter
of the barrier wall.
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D-190

D-191
BID ITEM 4350 — Telephone Conduit & Inserts
2012 Revised Design Cost Estimate (HCSS File 2012-20R) _$ 235,839
2012 Cost Estimate (HCSS File 2012-20) _$ 237,325
Difference $ Negligible
The revised cost estimate allows for a subcontractor to furnish and insta114" galvanized
steel pipe as per project specs. Of particular note is that this cost does not include any
necessary relocation of telephone utilities.
BID ITEM 4360 — Power & Cable TV Sleeves & Ductbanks
2012 Revised Design Cost Estimate (HCSS File 2012-20R) _$ 134,765
2012 Cost Estimate (HCSS File 2012-20) _$ 135,614
Difference $ Negligible
The revised cost estimate allows for a subcontractor to furnish and install 4.425 km of
pipe and duct bank based on historical data. Of particular note is that this cost does not
include any necessary relocation of power and cable TV utilities.
INDIRECT COSTS
2012 Revised Design Cost Estimate (HCSS File 2012-20R) _
2012 Cost Estimate (HCSS File 2012-20) _
Difference
$ 22,924,253
$ 21,982,226
$ 942,027 (+4.3%)
Revisions were made to several cost activities within the indirect portion of the estimate
culminating in a cost increase of approximately $1 M.
13�I��E,��
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D-192
NAVIGATIONAL ZONE
ACS assessed the pier foundations that would be affected as a result of reducing the
navigational zone design requirements to a length of 2,400 feet from the 1,522 meter
(4,992') length that was used as a basis to assemble the cost estimate in 2006. The
following bid items were created in order to analyze the separate direct cost differences
as a result of the reduction in the length of the navigational zone, but are not included in
the current project cost estimate:
Navi�ational Zone Reduction Cost Savings
Bid Item 2991 — Class AA Concrete Footings Reduction (4,038 M3) _
Bid Item 3006 — Stainless Steel Rebar Reduction (191,634 kg) _
Bid Item 3016 — Stainless Steel Spiral Rebar Reduction (5,352 kg) _
Bid Item 3031 — 1676mm Concrete Cylinder Pile Reduction (1,968 M) _
Direct Cost Total
Mark-ups
PROJECT TOTAL
-$ 1,232,590
-$ 1,533,985
-$ 42,841
-$ 2,257,530
-$ 5,066,946
-$ 748,070
-$ 5,815,016
It is estimated that there would be a total project cost reduction of approximately 2% with
the design changes that would be implemented as a result of reducing the navigational
zone requirements of six foundations.
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D-193
CONSTR UCTION COST ESTIMA TE (1) COMPARISON SUMMAR Y
Parallel Bridge (2.7 Miles)
2012 Revised Design Cost Estimate Total Cost = $ 295,337,602
2012 Cost Estimate Total Cost = $ 266,135,434
Difference = $ 29,202,168 (+10.97%)
Breakdown of Difference:
2012 Revised Design Labor (Including Burden) _ $ 41,954,824
2012 Labor (Including Burden) _ $ 43,586,258
Difference = $ -1,631,434 (- 3.74%)
2012 Revised Design Permanent Material = $ 106,983,900
2012 Permanent Material = $ 75,953,132
Difference = $ 31,030,768 (+40.86%)
2012 Revised Design Expendable Material = $ 12,641,732
2012 Ex�endable Material = $ 12,764,734
Difference = $ - 123,002 (- 0.96%)
2012 Revised Design Equipment = $ 29,453,669
2012 Equi�ment = $ 28,642,700
Difference = $ 810,969 (+ 2.83%)
2012 Revised Design Subcontractors = $ 57,323,138
2012 Subcontractors = $ 62,073,009
Difference = $ - 4,749,871 (- 7.65%)
2012 Revised Design Other (Bond, Insurance, etc.) _ $ 8,434,661
2012 Other Costs (Bond, Insurance, etc.) _ $ 8,437,930
Difference = $ - 3,269 (- 0.04%)
2012 Revised Design Mark-Up (15%) + Adjustments = $ 38,545,677
2012 Mark-Up (15%) + Adjustments = $ 34,677,671
Difference = $ 3,868,006 (+11.15%)
15�Patic
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D-194
RE VISED CONSTR UCTION COST ESTIMA TE (1) DETAILS
PAMLICO BRIDGE (14.8 Miles)
Cost activities within the following bid items of HCSS cost estimate file 2012-22 were
reviewed and adjusted based on NCDOT design and spec revisions as well as ACS
research and bridge construction and estimating experience:
SID ITEM 2900 — Construction & Removal of Tempora�^v Access
2012 Revised Design Cost Estimate (HCSS File 2012-22R) _$ 55,764,973
2012 Cost Estimate (HCSS File 2012-22) _$ 134,193,303
Difference $ - 78,428,330 (-58.4%)
Cost activities pertaining to the installation and removal of both the crane and material
trestles were created and estimated by ACS based on historical production rates. The
same primary concepts as previously estimated were maintained including constructing
the bridge with two headings providing access from each end. Each heading is estimated
based upon providing approximately one mile of trestle material that will be jumped as
the deck concrete placement progresses. The decrease in cost is primarily due to the
reduction in trestle and material installation production rate based on experience and
historical data.
BID ITEM 3030 — 30" Spuare Precast Concrete Piles
2012 Revised Design Cost Estimate (HCSS File 2012-22R)
2012 Cost Estimate (HCSS File 2012-22)
Difference
_ $ 44,915,830
_ $ 0
$ - 44,915,830 (Deleted)
This Bid Item was deleted due to the revised foundation design calling for 54" cylinder
piles at all bents. Bid Item 3035 was created to represent the revised foundation cost.
BID ITEM 3035 — 54" Cvlinder Piles
2012 Revised Design Cost Estimate (HCSS File 2012-22R) _$ 0
2012 Cost Estimate (HCSS File 2012-22) _$ 86,582,030
Difference $ 86,582,030 (New)
This Bid Item was added due to the revised foundation design calling for 54" cylinder
piles at all bents. All piles were assumed to be 100' long. The top 30' of all exterior piles
will be filled with 6000 PSI concrete and reinforced with stainless steel rebar.
16��������
D-194

D-195
SID ITEM 3045 — Static Axial Load Test — 54" Cvlinder Pile
2012 Revised Design Cost Estimate (HCSS File 2012-22R) _
2012 Cost Estimate (HCSS File 2012-22) _
Difference
$ 372,975
$ 0
$ 372,975 (New)
This Bid Item was added due to revised testing criteria. Cost estimate includes cost
information obtained by testing subcontractor and allowance for contractor support costs.
BID ITEM 3050 — Axial Load Test
2012 Revised Design Cost Estimate (HCSS File 2012-22R) _$ 0
2012 Cost Estimate (HCSS File 2012-22) _$ 6,286,569
Difference $ -6,286,569 (Deleted)
This Bid Item was deleted due to revised foundation testing criteria.
BID ITEM 3055 — Lateral Load Test — 54" Cvl Pile
2012 Revised Design Cost Estimate (HCSS File 2012-22R)
2012 Cost Estimate (HCSS File 2012-22)
Difference
_ $ 77,511
_ $ 0
$ 77,427 (New)
This Bid Item was added due to revised testing criteria. Cost estimate includes cost
information obtained by testing subcontractor and allowance for contractor support costs.
BZD ITEM 3060 — Production Dvnamic Load Test
2012 Revised Design Cost Estimate (HCSS File 2012-22R) _$ 0
2012 Cost Estimate (HCSS File 2012-22) _$ 150,878
Difference $ - 150,878 (Deleted)
This Bid Item was deleted due to revised foundation testing criteria.
17���'_ ����
D-195

D-196
BID ITEM 3065 — High Strain Dvnamic Test — 54" Cvlinder Pile
2012 Revised Design Cost Estimate (HCSS File 2012-22R) _$ 461,078
2012 Cost Estimate (HCSS File 2012-22) _$ 0
Difference $ 461,078 (New)
This Bid Item was added due to revised testing criteria. Cost estimate includes cost
information obtained by testing subcontractor and al]owance for contractor support costs.
BID ITEM 4110 — Concrete Caps
2012 Revised Design Cost Estimate (HCSS File 2012-22R) _
2012 Cost Estimate (HCSS File 2012-22) _
Difference
$ 20,527,633
$ 13,907,579
$ 6,620,054 (+47.6%)
As a result of the revised foundation design consisting of 54" cylinder piles, ACS
performed a detailed take-off of the cast-in-place concrete caps based on typical design
sizing criteria. This resulted in a Bid Item concrete quantity revision from 16,782 M3 to
24,246 M3. All cost activities from previous estimate were scrutinized and adjusted based
on ACS take-offs and historical production rates.
BID ITEM 4120 — Epoxv Rebar in Caps
2012 Revised Design Cost Estimate (HCSS File 2012-22R) _$ 0
2012 Cost Estimate (HCSS File 2012-22) _$ 6,036,584
Difference $ - 6,036,584 (Deleted)
This Bid Item was deleted due to revised reinforcing steel criteria and replaced by Bid
Item 4130.
BZD ITEM 4130 — Stainless Steel Rebar in
2012 Revised Design Cost Estimate (HCSS File 2012-22R) _
2012 Cost Estimate (HCSS File 2012-22) _
Difference
$ 35,561,127
$ 0
$ 35,561,127 (New)
This Bid Item was added due to revised reinforcing steel criteria. Due to the necessary
increase in cap dimensions, the previous epoxy rebar bid item quantity was increased
from to 2,474,010 kg to 3,595,665 kg to obtain the current stainless steel rebar quantity.
A cost allowance to provide crane support for the reinforcing steel subcontractor is also a
factor in the cost increase.
18�P����
D-196

D-197
BID ITEM 4170 — 78" Bulb Tees
2012 Revised Design Cost Estimate (HCSS File 2012-22R)
2012 Cost Estimate (HCSS File 2012-22)
Difference
_ $ 100,959,709
_ $ 103,702,406
$ - 2,742,697 (-2.6%)
The cost activities that were set up in the previous HCSS estimate were scrutinized and
adjusted based on ACS historical production rates.
BID ITEM 4180 — Epoxv Rebar in Deck
2012 Revised Design Cost Estimate (HCSS File 2012-22R) _$ 0
2012 Cost Estimate (HCSS File 2012-22) _$ 33,629,788
Difference $ - 33,629,788 (Deleted)
This Bid Item was deleted due to revised reinforcing steel criteria and replaced by Bid
Item 4185.
BID ITEM 4185 — Stainless Steel Rebar in Deck
2012 Revised Design Cost Estimate (HCSS File 2012-22R)
2012 Cost Estimate (HCSS File 2012-22)
Difference
_ $147,530,208
_ $ 0
$147,530,208 (New)
This Bid Item was added due to revised reinforcing steel criteria. Reference notes
pertaining to concrete deck Bid Item 4190 providing basis for an increase in reinforcing
steel bid item quantity from 13,782,700 kg to 14,917,109 kg.
BZD ITEM 4190 — Conc Deck
2012 Revised Design Cost Estimate (HCSS File 2012-22R)
2012 Cost Estimate (HCSS File 2012-22)
Difference
_ $ 69,134,275
_ $ 76,047,395
$ - 6,913,120 (-9.1 %)
ACS performed a detailed take-off of the cast-in-place deck concrete based on a 8'/2"
deck thickness, 3" beam haunch and 3'/z" thick stay-in-place (SIP) precast concrete deck
panels in order to determine the deck concrete to be placed. ACS also performed a take-
off based on an assumed layout of both intermediate and end diaphragms and estimated
the cost to form and place diaphragms as a separate cost activity within the Bid Item. The
19��������:
D-197

� •:
total concrete quantity was revised from 66,263 M3 to 71,842 M3. All cost activities
were scrutinized and adjusted based on ACS take-offs and historical production rates.
BID ITEM 4260 — Groovin� Deck
2012 Revised Design Cost Estimate (HCSS File 2012-22R)
2012 Cost Estimate (HCSS File 2012-22)
Difference
_ $ 2,557,415
_ $ 1,507,926
$ 1,049,489 (+69.6%)
The quantity was increased from 286,678 M2 to 290,294 M2 due to an apparent take-off
error. The revised cost estimate allows for the cost to grind and groove the deck concrete
based on historical subcontractor rates.
BID ITEM 4300 — 355mm x 762mm Concrete Parapet
2012 Revised Design Cost Estimate (HCSS File 2012-22R)
2012 Cost Estimate (HCSS File 2012-22)
Difference
_ $ 9,032,941
_ $ 0
$ 9,032,941 (New)
This Bid Item was added due to revised parapet height as per RFP. Reference Bid Item
4305 for deleted Bid Item. ACS estimated cost includes allowance for separate subs to
install epoxy rebar, slip form concrete and apply a Class V finish along the perimeter of
the barrier wall.
BID ITEM 4305 — 355mm x 800mm Concrete Parapet
2012 Revised Design Cost Estimate (HCSS File 2012-22R) _$ 0
2012 Cost Estimate (HCSS File 2012-22) _$ 13,868,955
Difference $-13,868,955 (Deleted)
This Bid Item was deleted due to revised parapet height and replaced by Bid Item 4300.
BID ITEM 4310 — Two Bar Metal Rail
2012 Revised Design Cost Estimate (HCSS File 2012-22R)
2012 Cost Estimate (HCSS File 2012-22)
Difference
_ $ 15,403,812
_ $ 39,322,435
$ - 23,918,623 (-60.8%)
The revised cost estimate is based on historical subcontractor unit rates to furnish and
install two bar metal railing including the cost to drill and epoxy grout the anchors.
20�I��Q,��-
� •:

D-199
BID ITEM 4350 — Telephone Conduit & Inserts
2012 Revised Design Cost Estimate (HCSS File 2012-22R) _$ 1,245,200
2012 Cost Estimate (HCSS File 2012-22) _$ 1,243,779
Difference $ Negligible
The revised cost estimate allows for a subcontractor to furnish and insta114" galvanized
steel pipe as per project specs. Of particular note is that this cost does not include any
necessary relocation of telephone utilities.
BID ITEM 4360 — Power & Cable TV Sleeves & Ductbanks
2012 Revised Design Cost Estimate (HCSS File 2012-22R) _$ 711,610
2012 Cost Estimate (HCSS File 2012-22) _$ 710,663
Difference $ Negligible
The revised cost estimate allows for a subcontractor to furnish and install 23.673 km of
pipe and duct bank. Of particular note is that this cost does not include any necessary
relocation of power and cable TV utilities.
INDIRECT COSTS
2012 Revised Design Cost Estimate (HCSS File 2012-22R) _$ 37,174,091
2012 Cost Estimate (HCSS File 2012-22) _$ 32,058,108
Difference $ 5,115,983 (+16.0%)
Revisions were made to several cost activities within the indirect portion of the estimate
culminating in a cost increase of approximately $SM.
21 �I��Q,��-
D-199

D-200
CONSTR UCTION COST ESTIMA TE (1) COMPARISON SUMMAR Y
Pamlico Bridge (14.8 Miles)
2012 Revised Design Cost Estimate Total = $ 553,956,502
2012 Cost Estimate Total = $ 483,733,048
Difference = $ 70,223,454 (+14.52%)
Breakdown of Difference:
2012 Revised Design Labor (Including Burden)
2012 Labor (Includin� Burden
Difference
2012 Revised Design Permanent Material
2012 Permanent Material
$ 71,186,193
$ 98,433,163
$ - 27,246,970 (-27.68%)
$ 310,322,455
� 167.373.926
Difference = $ 142,948,529 (+85.41 %)
2012 Revised Design Expendable Material = $ 9,428,905
2012 Expendable Material = $ 17,971,557
Difference = $ - 8,542,652 (-47.53%)
2012 Revised Design Equipment = $ 49,742,177
2012 Equipment = $ 78,778,299
Difference = $ - 29,036,122 (-36.86%)
2012 Revised Design Subcontractors = $ 29,694,839
2012 Subcontractors = $ 48,847,736
Difference = $ - 19,152,897 (-39.21%)
2012 Revised Design Other (Bond, Insurance, etc.) _$ ll,386,808
2012 Other Costs (Bond, Insurance, etc.) _$ 9,277,061
Difference = $ 2,109,747 (+22.74%)
2012 Revised Design Mark-Up (15%) + Adjustments = $ 72,195,125
2012 Mark-U� (15%) + Adjustments = $ 63,051,306
Difference = $ 9,143,819 (+14.50%)
22�����.��-
D-200

D-201
CONTACTS
The following is a list of suppliers and subcontractors that were contacted via telephone
or e-mail that provided ACS with current cost data:
• CMC Rebar (Furnish Stainless Reinforcing Steel) — Contact = Chris Broderick
• Bayshore Concrete (Furn Cylinder Piles & Bulb-Tees) — Contact = Gary Shrieves
• VSL (Furnish Post-tensioning strand and bars) — Contact = Bob Sward
• Applied Foundation Testing (Cyl Pile Load Testing) — Contact = Mike Muchard
ATTACHMENT "A"
The following six attached PDF documents were generated through HCSS software for
each bridge and serve as a back-up to the revised 2012 construction cost summaries:
- Bid Totals
- Estimate Recap
- Cost Report including Overhead
- Labor Use Report
- Material + Subcontractor Report
- Equipment Use Report
CREDENTIALS
Armeni Consulting Services (ACS) employees who contributed to this report include
Carlo Zara, a Senior Estimator and Scheduler with a bachelor's degree in civil
engineering and 25 years of combined major bridge construction, estimating and
scheduling experience throughout the Unites States. Carlo has been employed with ACS
since 2008 and has been responsible for estimating the cost of constructing bridges with
both segmental and Florida Bulb-Tee superstructures.
Kency Santana and Brian Gensheimer performed quantity take-offs of any design
changes, assisted with the review of the 2006 cost estimate methodologies and performed
cost estimate revisions as deemed necessary. Kency received her bachelor's degrees in
Civil Engineering in 2005 while Brian received his in 2009. Kency and Brian have been
estimating quantities and construction costs of several major bridge projects throughout
the United States since being employed with ACS in 2009.
John Armeni, Owner/President of ACS, managed the assignment, holds a bachelor's
degree in civil engineering, is a consultant member of the American Segmental Bridge
Institute (ASBI) and has 25 years of combined major bridge construction and estimating
eXperience including managing the construction of the Croatan Sound (Virginia Dare)
Bridge near Manteo, NC from 1998 to 2000. He has also served as Project Engineer of
the precast segmenta] Mid-Bay Bridge in Destin, Florida from 1991 to 1993 and the
Neuse River Bridge in New Bern, NC from 1996 to 1998.
23�I'atic
D-201

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June 1 S, 2�}l2
Mr. Greg Perfet#i, P.E.
State Structures Engin�er
NCDOT — Struc:tures Mana�ement Unit
1578 Mail Se�viee �enter
Raleigh, NC 27699- I S$�
MlcMael Baker Engi�eering, �nc.
A ZJ'nit af Mishae! &ak�r Corporatian
$Q0� I�e�ency Parkw�y
Suate b04
C�ry, T'�I� 275 � $
{919) 481-5702
FAX [phone]q
Sut�ject: t'ar�alico '�caun�i Bridgc Alternate
T�sk Qrder #2 — Follpw up t[� Cpst EStimate Review
Dear Mr. P���fetti:
Please find aitaclied atir Final T�sk ? folla�,v-up to the c�st esti�l�ate review for the Pa�nlica
Sow�d Sri�ige Corridor as i�equested at our meetin� an April 2, ?� 12 and per correspo�ic�e�ice c�n
April 13, �[}12. 'T'he cont��t� of tlle cstiz7�atc r�vi�w are as follo�vs:
• �xeeutive Suinmary
• Report
• �uppc�rtin� I�ata
N�D�T t3ad pi-o�ided a]ist af item� far Baker to investigat� that wc�uld illl�]�Ct t11� 201�
Escalated Finley Enz;ii�ee�-ing Cc�si Esti�nate. A suminary of these items, as well as the adjusted
estinzated cc�st i�np�ct tar eaci� itein and the cui�ulative impact ta ti�e r�veralP cast are
surninarized in ou3� �xecuti�c S�im�nary and l��pc�i•t �'ollawin� �13is letter. C�ur spr�adsiieets and
atlditic�ilal backup are a�ailable upon rec�tzest.
If you wa��ld �ike to discuss axzy of these d•es�iits furtl��r, ptease cc�ntact me at 919-481-5702, c�r
Bill Hr��rd at 919-481-57Qfl.
Sincerely,
IC�A.EL BAK�R J IP+�[�.
�- •kJ
Dwain Hathaway, P.E.
Stru�tures Manager
D-203

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
FOLLOW-UP TO COST ESTIMATE REVIEW
Executive Summary
Michael Baker Jr., Inc. (Baker) conducted a cost estimate review at the request of North
Carolina Department of Transportation (NCDOT) pertaining to the proposed Pamlico
Sound Bridge Corridor (17.5 Mile) Alternative. The purpose of the review was to
evaluate both of these project estimates, escalate costs to present value and identify high
and/or low cost project components using the original 2006 Finley Engineering Group
(FEG) cost estimates for the 2.7 mile Parallel Bridge and the 14.8 mile Pamlico Sound
Bridge. The final estimate review report was published on June 13, 2012.
Based on changes in design requirements since the original estimate was performed in
2006, NCDOT has compiled a list of items for Baker to investigate that would impact the
overall cost. As part of Task Order #2, we have presented the cost impacts in the form of
net cost impact to our previous June 13, 2012 report for each item separately, as well as a
cumulative impact to the overall cost.
The original Finley Engineering Group (FEG) estimate and Baker's current estimate
include all direct and indirect construction costs including, but not limited to deinolition,
temporary facilities/access, supervision, labor, equipment and materials. Our estimate
also includes a 10% contingency for risk and unknowns, which is reasonable for a project
of this magnitude. Baker identified the foundations, the potential for delays in schedule
due to the probability of storms/hurricanes in this part of the state and the acquiring the
environmental permit as the main risks in constructing the 17.5 mile bridge.
Additionally, Baker's estimate includes a 3% increase to account for the Design-Build
method of procurement and a 2.9% increase to escalate the costs to the midpoint of
construction. The estimated amount is intended to represent the "contract cost" or the cost
that we would expect to award in an eventual construction contract.
It should also be noted that both estimates exclude any costs outside of these construction
costs (as defined above). Exclusions include, but are not limited to any and all costs
related to escalation costs after Apri12012, roadway approaches or other related
construction beyond the limits of work identified by FEG, design costs, NCDOT
administrative and/or construction management costs, operation & maintenance of the
completed bridge, debt service or other financial costs.
During Baker's review of the ariginal FEG estimate (Task 2 item G), some individual bid
items exhibited large variations between 2006 cost estimates performed by Finley
Engineering Group's (FEG). However, the extended total costs were well in line with
each other. NCDOT should be confident moving forward with the estimates based on the
original design assumptions and quantities provided by FEG and as confirmed by Baker.
A summary of the findings is shown below.
June 15, 2012 1 of 64
D-204

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
FOLLOW-UP TO COST ESTIMATE REVIEW
Baker Cost Estimate Review from Task 1 Report
Escalated FEG Estimate (2012) (see Attachment 0) $808,373,988
Item A: "Change navigation zone from 5,000 ft. to 2,400 ft"
Net Impact relative to Task 1(see Attachment 2) $6,123,342 (DECR)
Item B: "Foundation Changes"
Net Impact relative to Item 2-A (see Attachment 4) $5,639,596 (INCR)
Item C: "Stainless Steel rebar for up to 12' Above Mean High Water level"
Net Impact relative to Item 2-B (see Attachment 1) $121,758,482 (INCR)
Item D: "Add Fishing Pier"
Net Impact relative to Item 2-C (see Attachment 3) $500,000 (INCR)
Item E: "Pamlico Dredging"
Net Impact relative to Item 2-D (see Attachment 5) NO $ IMPACT
Item F: "Con�rm FEG conduit (items 4350 &4360)"
Net Impact relative to Item 2-E (see Attachment 6) NO $ IMPACT
Item G: "Other Factors"
Net Impact relative to Item 2-F (see Attachment 7) $9�,683,918 (INCR)
Item H: "Impact of Davis Bacon"
Net Impact relative to Item 2-G (see Attachment 8) NO $ IMPACT
June 15, 2012 2 of 64
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NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
FOLLOW-UP TO COST ESTIMATE REVIEW
BAKER COST ESTIMATE REVIEW
Pamlico Sound Bridge Corridor Alternative (17.5 Mile) Bridge
Original 2006 Cost Escalated Finley Engineering 2012 Baker Revised Cost
Estimate (as estimated by Group Estimate (2012) Estimate incorporating Items
Finley Engineering A-H from Task Order #2
Group)
$673,644,990 $808,373,988 $1,024,832,643
June 15, 2012
D-206
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NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
FOLLOW-UP TO COST ESTIMATE REVIEW
l. History
Michael Baker Jr., Inc. (Baker) conducted a cost estimate review at the request of
North Carolina Department of Transportation (NCDOT) pertaining to the
proposed Pamlico Sound Bridge Corridor Alternative. The two (2) estimates
provided were prepared by Finley Engineering Group (FEG) in 2006:
• Bonner Bridge — Revised Parallel Bridge (2.7 Mile Bridge) estimate dated
November 16, 2006 and
• Pamlico Sound Bridge (14.8 Mile) estimate dated November 29, 2006.
The purpose of the review was to evaluate both of these project estimates, escalate
costs to present value and identify high and/ar low cost project components. The
estimate review report was submitted on June 13, 2012 as part of Task Order #1.
Based on changes in design requirements since the original estimate was
performed in 2006, NCDOT has compiled a list of factors for Baker to investigate
that would impact the overall cost. A majority of these factors are a result of the
design requirements in the NCDOT TIP B-2500 Project Request for Proposals
(RFP).
As part of Task #2 we have also evaluated FEG's escalated costs to determine if
they are in line with established industry practices (see item G, Attachment 7).
2. Report Structure
During the process of the Task 1 estimate review, NCDOT transmitted a list of
items for Baker to review and incorporate into our cost estimate. This follow up
effort to the original (Task 1) as well as our estimate review in this report are
referred to as "Task 2." The specific items for follow up were documented in an
email from Harry Lucas (NCDOT) received on April 13, 2012. Each requested
item will be quoted in this report (labeled A to H), followed by our findings.
We have presented the cost impacts in the form of net cost impact to our previous
June 13, 2012 "Task 1" report as well as a cumulative impact to the overall cost
for each item separately.
Attachments are provided as appropriate for each item to refer back to the June
13, 2012 estimate report for both the Parallel Bridge (2.7 Mile) and Pamlico
Sound Bridge (14.8 Mile) including the combined total estimated cost (see
Attachment 0).
June 15, 2012 4 of 64
D-207

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
FOLLOW-UP TO COST ESTIMATE REVIEW
3. Cost Estimate Review Findings
Our review of the escalated FEG project estimates was completed on April 20,
2012 and has been included as part of Task 2 item G"Other Factors":
4. Follow-Up (Task 2) Items
To refer back to the escalated FEG estimate published in our June 13, 2012 `Taslc-
1' report for both the Parallel Bridge and Pamlico Sound Bridges including the
combined total estimated cost, please refer to the documentation in Attachment 0.
Supporting information is provided in attachments with matching numbering for
each item. For each item with a net cost impact, we have attached a matching
estimate summary spreadsheet with all revised cells highlighted in yellow.
Please note that in the following itemized responses, a net positive cost impact is
labeled as "INCR" (for "increase") next to the item amount. A net cost reduction
in cost is noted as "DECR" (for "decrease").
Item A: "Change navigation zone from 5,000 ft. to 2,400 ft."
"Please verify navigational zone used in 2006 Finley Estimate and adjust
costs according to the navigational zone (2,400 ft. — p.46 of RFP)
stipulated in the RFP."
The B-2500 PB plans dated March 22, 2007 show a navigation zone length of
1,522 meters (4,994 feet), which exceeds the minimum length required of 2,400
feet (732 meters) in the Final RFP (including addendums) dated June 7, 2011 for
the current B-2500 design-build project. In order to estimate the cost of the
minimum required navigation zone, approximately 791 meters of superstructure
had to be converted from high-level to low-level (main span to approach span).
This was accomplished by replacing two 91 meter and five 122 meter high-level
(main) spans with thirteen 61 meter low-level (approach) spans. The
representative spans that were used for quantity development were span 20 (61
meter), span 22 (91 meter), and span 23 (122 meter). Substructure and foundation
quantities were developed based on bent 21 and bent 25.
Quantities of concrete (cast-in-place and precast), as well as epoxy reinforcing
steel, concrete piles, a�zd post-tensioning strand and bar were developed for each
span and bent above based on the PB plans. For the post-tensioning strand and
bar in the superstructure, a lcg/meter quantity was determined for the approach
spans and the main spans based on the total post-tensioning quantities in the PB
plans. The appropriate quantity was then applied to the 61 meter span and the 91
June 15, 2012 5 of 64
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NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
FOLLOW-UP TO COST ESTIMATE REVIEW
and 122 meter spans in order to determine a total post-tensioning quantity per
span.
Using the above approach, the change in each quantity required when switching
from the 1,522 meter navigation zone to the 732 meter navigation zone was
determined. In nearly all cases, switching to the shorter navigation zone resulted
in a reduction in the total quantity.
Net Impact relative to Task 1(see Att. 2) $6,123,342 (DECR)
Item B: "Foundation Changes"
"Latest Foundation Assumptions: For an all segmental, parallel bridge,
Finley's assumptions coincide with recent proposals. For the
conventional/segmental parallel bridge, please refer to the attached
preliminary plans.
For the Pamlico Sound Bridge (14.8 Mile), NCDOT Geotechnical Unit
now suggests using 3-54" Concrete Cylinder piles/bent for 13.8 miles, and
4-54" Concrete Cylinder piles/bent for the 1.0 mile near Rodanthe. This is
to counter any potential breach at Rodanthe. Outer piles would be filled
with concrete I top 30ft."
In order to determine foundation quantity changes based on new foundation
information, the B-2500 PB plans dated March 22, 2007 were reviewed along
with Finley Engineering Group's 11/22/2006 estimate of the 14.8 mile Pamlico
Sound Bridge. Based on Finley's Phased Approach Bridge quantities dated
I1/29/2006, they assumed 560 spans at a span length of 139.5 feet supported on
30 inch precast concrete piles that were 100 feet long. For this task, we were
advised by the NCDOT Geotechnical Unit to assume that three 54" concrete
cylinder piles per bent would be used for 13.8 miles of the bridge, while four 54"
concrete cylinder piles per bent would be used for the remaining 1.0 mile of the
bridge. Assuming the same pile length as Finley did in their estimate, a total
number and length of 54" concrete cylinder piles was developed.
Net Impact relative to Task 2, item A(see Att. 4) $5,639,596 (INCR)
Item C: "Stainless Steel rebar for up to 12' Above Mean High Water level"
"The Structures Scope of Work (B-2500 Final RFP) prescribes the
minimum corrosion protection measures to be used on this project with the
intent to provide a minimum 100 year service life.
Reinforcing steel in all cast-in-place concrete members, excluding drilled
piers, shall be one of the stainless steel alloys listed in Table 2 of ASTM
A955-10a, have minimum yield strength of 60 ksi, and meet all other
June 15, 2012 6 of 64
D-209

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
FOLLOW-UP TO COST ESTIMATE REVIEW
requirements of ASTM A955-10a. Mild reinforcing steel in columns and
pile caps, either precast or cast-in-place, below an elevation 12 ft. above
MHW must also be stainless steel meeting the above requirements. Mild
steel or strand contained in precast superstructure elements that extend
into cast-in-place concrete are not required to be stainless steel."
Quantities for stainless steel reinforcing steel were developed based on the B-
2500 Parsons-Brinkerhoff (PB) plans dated March 22, 2007 as well as the
corrosion requirements in the Final RFP (including addendums) dated June 7,
2011 for the current B-2500 design-build project. All quantities of epoxy
reinforcing steel in pile caps, cast-in-place and precast columns and bent caps
(below an elevation of 12' above mean high water) were converted into quantities
of stainless steel, which were then tabulated based on current unit prices. Since
the PB plans were for an entirely segmental superstructure, there is no cast-in-
place deck reinforcing steel that needs to be converted to stainless steel; likewise,
none of the reinforcing steel extending from the precast superstructure segments
was converted to stainless steel.
We clarified the intended scope as follows for this item:
a. PC Pile (EpoXy)
b. Pile Cap — Stainless Steel (SS)
c. Column (<12' Above Mean High Water (AMHW)) —(SS)
d. Column (>12' AMHW) — (Epoxy)
e. Precast Segmental Box Girders (Epoxy)
£ PC I Girders (Epoxy)
g. CIP Deck (SS)
h. CIP Barriers (Epoxy)
i. All above (rebar & PT Strands) —(Epoxy)
Net Impact relative to Task 2, item B(see Att. 1) $121,758,482 (INCR)
Item D: "Add Fishing Pier"
"Addition of the Fishing Pier (see p.166 of Final RFP)."
The Design-Build RFP dated April 26, 2011 included an allowance of $500,000
for a 1,200 foot long public fishing pier.
For consistency we have reflected this allowance here.
Net Impact relative to Task 2, item C(see Att. 3) $500,000 (INCR)
Item E: "Pamlico Dredging"
June 15, 2012
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"Pamlico Sound dredging would likely be needed for approximately 8.0
miles (12.8 kilometers) of the 17.5-mile (28.2-kilometer) length of the
Pamlico Sound bridge. (See p.xxiii of FEIS 1)."
We revisited our April 20, 2012 estimate review report and the assumptions used
in our estimates for temporary access. Since we have provided far a full length
temporary bridge, our approach would not require any dredging for temporary
barge access. There may be some potential cost savings to utilize more barge
access and the attendant dredging, but this would also open the project to
significant risk of environmental damage as well as the inspections, testing and
verifications required for dredging. For this conceptual phase, we recommend the
approach that we've included.
Net Impact relative to Task 2, item D(see Att. 5) NO $ IMPACT
Item F: "Confirm FEG conduit (items 4350 & 4360)"
"Please confirm Finley Estimate only accounts for conduit for ITS, &
Tele. and not actual utility relocation costs. Utility relocation costs are not
required, just clarification that there are substantial additional costs (See
Table S-1. Comparison of Alternatives, FEIS1)."
We are not aware of what exactly was included in FEG's original bid items #4350
"Telephone Conduit & Inserts" and 4360 "Power & CATV (Community Antenna
TV) Sleeves & Ducts". The estimate detail provided did not clarify this other
than to identify the bare unit costs as $35/M and $20/M respectively. It appears
that whatever was intended, it was calculated as one (1) run for the full length of
the bridge. Based on similar conduit costs in RSMeans, these bid item costs
would only support relatively small diameter electrical raceways. It seems safe to
assume that these bid item amounts are not accounting for any significant utility
relocation costs.
Net Impact relative to Task 2, item E(see Att. 6) NO $ IMPACT
Item G: "Other Costs"
"Please review the B-2500 Final RFP and addendums, PCL/HDR's
Herbert C. Bonner Bridge Replacement Preliminary plans (see attached),
and the attached Federal Highway Administration (FHWA) Tech memo
("Engineering and Construction-Related Tasks Technical Memorandum
for NC 12 Replacement of Herbert C. Bonner Bridge", dated January
2009) for any other possible inajor cost-inducing factors added to the
scope of worlc for which the Finley estiinate does not address."
In this task we reviewed the overall projects scope and our previous estimate and
identified three (3) areas where we believed revisions to be appropriate:
June 15, 2012 8 of 64
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NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
FOLLOW-UP TO COST ESTIMATE REVIEW
Bid Item 2900 —"Construct and Remove Temporary Access"
Baker re-assessed these major cost items and made adjustments as described in
Attachment 7.
Bid Item 4190 —"Precast Deck Segments"
FEG estimators assumed the Contractor is setting up a casting yard exclusively
for this project. Baker assumes precast segments will be purchased from a Precast
supplier with an existing operation and seginents delivered from the PCI certified
Plant to the bridge site. Labor and materials are essentially the same; however the
cost of equipment and operations of a Precast Plant can be shared with other
projects. The sum of Activities that are component costs of Bid Item 4190 were
tabulated to establish the Overhead Markup Rate. Then Direct Costs were
reduced by the cost of activities related to casting yard setup and the shared plant
operations costs. Casting yard setup costs are captured in the Item 4250
Segmental Casting and Erection Equipment.
Task 2 revised unit costs reflect the method above, and also captures Concrete
Material Price escalated at 8% using appropriate indeX factors, with remaining
costs for labor and incidentals escalated at 20%.
Specific to the segmental bridge permanent structural items (4110 thru 4250) and
casting erection equipment, we used the following approach:
a. Reviewed the 1996 plans prepared by PB for the precast segmental concrete
structure in the Parallel Bridge Alignment.
b. Identified the plan quantity, number of precast (P/C) pieces, the range of
lifting weights and the gross dimensions of the precast segmental elements for
both the superstructure (P/C deck segments) and the substructure (P/C Pier
Segments).
c. Developed a conceptual project construction schedule, assuming a project
duration equal to the awarded PCL/HDR contract.
d. Estimated a typical pace for segment erection based on past similar projects
and generic information from precast plants.
e. Estimated the required pace of segmental production (precasting) as a basis
for the number of precasting cells required (for both superstructure and
substructure) to meet the project milestones.
£ Evaluated the Cost Reports detail on items #4ll0 thru #4250 from the HCSS
Heavy Bid
g. Recomputed a revised Direct Cost with detail for items based on production
rates, assumptions and methods presumed independently from the FEG
assumptions.
h. The method of estimation considers using crews and production rates for each
segmental project work item independently of the FEG estimate.
June 15, 2012
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NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
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i. Rates of production and heavy segment lifting equipment are the focus of
edits to the subtask direct cost items.
j. Reinforcing steel was priced the same as the separate bid items.
k. Our approach to the post-tensioning steel is based on the Allegheny River
Bridge, a structure of similar construction and size to the Bonner Bridge.
l. The estimates are prepared based on current-day dollars, and includes no
escalation factor.
m. Construction Cost only was considered.
NOTE: this estimate review approach does not include design, long term
maintenance or CEI costs. These need to be itemized elsewhere.
Bid Item 4270 — "Pot Bearings"
In further review of our April 20, 2012 report, we found that a vendor quote
amount for one (1) single Pot Bearing assembly was posted as the unit price for
Bid Item 4270 but that the quantity was assigned as one (1) Lump Sum rather
than the correct quantity of (112) each. This obviously understated this bid item
amount in Task 1 and has now been corrected in Task 2.
Bid Contingency/Risk — Our estimate also includes a 10% contingency far risk
and unknowns, which is reasonable for a project of this magnitude. Baker
identified the foundations, the potential for delays in schedule due to the
probability of storms/hurricanes in this part of the state and the acquiring the
environmental permit as �he main risks in constructing the 17.5 mile bridge.
Midpoint of Construction — It has become industry standard to approximate the
total escalation affect by multiplying the entire project cost by the forecast
escalation through half of the construction schedule (or "midpoint construction").
Using the USACoE Civil Works Construction Cost Index, Baker has estimated
and applied a 2.9% factar to the overall cost to account for escalation to the
midpoint of construction.
Bid Item Notes
In our review and verification of the estimates we considered each of the bid
items from the FEG 2006 estimates. For many of the items, we felt that the use of
2011 NCDOT State wide bid history results was appropriate and no further
eXplanation was required.
For summaries of the complete bid item comparisons see Attachments 4& 5.
For other more complicated items, ar items for which we have prepared bottom-
up estimates, we offer the following clarifying information:
a. Bonner Bridge — Revised Parallel Bridge (2.7 Mile) Estimate:
June 15, 2012 10 of 64
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NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
FOLLOW-UP TO COST ESTIMATE REVIEW
1) Item 2900 "Construct and Remove Temporary Access"
These estimates are based upon a review of the 2006 Finley Engineering
Group estimate and plans by Parsons Brinkerhoff dated 1995 — 1997,
stamped March, 2007. Assumptions made are listed below each estimate.
Raw material prices are gleaned from the most current McGraw Hill Cost
Indices. Equipment rates used are the FHWA hourly rate from the current
Equipment Watch Rental Rate Blue Book adjusted for North Carolina.
Hourly labor rates are conservatively assumed union rates including wage,
fringe, tax and insurance — the total hourly cost to the contractor. Crew
makeup and productivity are based upon experience and reconciled
against the Finley estimate. Markup of 25% to account for overhead and
profit is applied in order to match closely with that of Finley's 27% for the
Parallel Bridge and 24% for the Pamlico Bridge.
Overall, the access scheme represented by Finley's estimate was deemed
reasonable and feasible based on available information, and costs were
estimated in 2012 dollars accordingly. The scheme from north
(downstation) to south (upstation) is as follows:
• 1400 meters (4600 feet) of trestle, plus fingers, including a dock;
• 2300 meters (8000 feet) of water access including dredging, barges
and tugs; and
• 300 meters (1000 feet) ofhaul roads to tie in the north and south ends.
The trestle is assumed to be 32 ft. wide and made up of pipe pile bents at
16 ft. centers with a superstructure of wide flange shapes and timber.
Dredging is assumed to be required to maintain a proper channel for both
navigable construction traffic, i.e. tugs and barges, as well as commercial,
recreational and enforcement boating activities. The haul road estimates
include both aggregate and timber mats.
Baker's estimate of direct costs for the trestle, haul roads and marine
equipment in sum is higher than Finley's ($28,081,678 vs. $18,763,833)
however Baker's overall total direct cost estimate ($38,881,678 vs.
$41,640,333) is lower due to its significantly lower estimate of dredging
costs ($10,800,000 vs. $22,876,500). Baker estimated the equivalent of
275,250 cubic meters at $39.25/cubic meter including mobilization while
Finley estimated 300,000 cubic meters of dredging at $75/cubic meter plus
$151,500 mobilization.
2) Item 2910 "Removal of Existing Bridge"
Baker's estimate approximates a quantity of concrete in the superstructure
and substructure based upon photographs of the existing bridge since no
existing p]ans were available. A conservative unit cost of $175/cubic yard
is applied based on experience and accounting for the potential for
June 15, 2012 11 of 64
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NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
FOLLOW-UP TO COST ESTIMATE REVIEW
environmental/seasonal restrictions and limitations on disposal/recycling
options. Additional costs are estimated for the removal and disposal of
aluminum railing and miscellaneous metals.
Baker's estimate of total direct costs for this item is approximately 24%
higher than Finley's ($8,770,000 vs. $7,082,625). The difference in
Baker's and Finley's quantity (32,115 vs. 46,750 cubic meters) and cost
per unit ($229 vs. $150/cubic meter) offset so the overall difference lies in
Baker's estimated costs for the ancillary items.
3) Item 4190 —"Precast Concrete Deck Segments"
The FEG estimate assumes the Contractor is setting up a casting yard
exclusively for this project. The Baker estimate assumes precast segments
will be purchased from a Precast supplier with an existing operation and
segments delivered from the PCI certified Plant to the bridge site. Labor
and materials are essentially the same; however the cost of equipment and
operations of a Precast Plant can be shared with other projects.
The sum of Activities that are component costs of Bid Item 4190, Pre cast
conc dk segs, were tabulated to establish the Overhead Markup Rate. (see
appendix) . Baker's estimate for the Item 4190, is reduced by the cost of
activities rela�ed to casting yard setup and the shared component of
operations for which Plant infrastructure renders unnecessary. This
adjustment of approximately $4,700,000 is offset by the $8,171,654
increase in Segmental Casting and Erection Equipment.
4) Item 4191 —"Erect PC Deck Segments"
Baker's review of Heavy Cranes presumed for lifting precast segments
indicate the Blue Book Rates are mare expensive than FEG presumed in
2006. The duration on the job was confirmed by independent estimate,
but the rate cost differential results in approximately $2,000,000. Crane
rates were increased to Blue Book values. See appendix detail.
Barge transport assumption eliminated trucking cost but adds barge
transport. Barge transport is presumed to be more reliable given the
limited access and heavy vacation / fishing traffic to the outer banks. Net
increase to this item from transport mode is approximately $2,500,000.
The casting yard setup offsets transport cost can be seen in item 4190
reduction.
The presumption is segments are precast away from the jobsite due to the
environmentally sensitive Outer Banks bridge site at the Oregon Inlet. The
site is accessible by commercia] Barge traffic. Transit time for barge
transport from Virginia to the Oregon Inlet Bridge. Rates were obtained
per tow from Precaster in the Tidewater VA area.
June 15, 2012 12 of 64
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NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
FOLLOW-UP TO COST ESTIMATE REVIEW
5) Item 4250 —"Seg Casting & Erection Equip"
The FEG estimate assumes the Contractor is setting up a casting yard.
The Baker estimate assumes precast segments will be purchased from a
supplier with an existing operation and PCI certified Plant.
The specialty equipment costs for construction appear to be basic
materials only for item 4250. Information from industry indicated a
typical segment form FOB is now $750,000 rather than the $250,000
indicated in the FEG estimate.
The FEG estimate assumes cost for setup of a casting yard is captured in
the component activities of Bid Item 4190, Pre cast conc dk segs.
b. Pamlico Sound Bridge (14.8 Mile) Estimate:
1) Item 2900 "Construct and Remove Temporary Access" - Baker assumes
that for the 14.8 mile Pamlico structure, a full length trestle would be
constructed of the same design as that assumed for the Parallel Bridge.
Conservatively, no economies of scale are assumed in raw material costs
or productivity rates. We note that this trestle is not designed to provide
clearance for vessel crossings. Should such crossings be required, the
trestle (and new bridge) could be built in halves, thereby halving the
material costs but possibly increasing the duration of the overall
construction.
Baker's estimated direct costs for this item are 36°/o higher than Finley's
($129,298,650 vs. $94,928,998), a variance which we attribute to both the
degree of detailed information available and the passage of time
(inflation). Generally, Finley's approach is similar other than that they
include costs for a railroad across the trestle.
2) Item 3030 "30" square p/c piles"
Comparison to NJDOT Rt. 52 Causeway Contract B:
Summation of Item 502130M (Furnish) and 502157M (Install); quantity
17,915 meters:
Engineer's Estimate January 2009: $874.56/meter
Letting May 2009 Avg. of Lowest 3 Bidders: $712.48/meter
(Note that prices do not include furnishing/installing test piles or pile
testing.)
Overall, Finley's December 2006 direct cost estimate appears to be in line
with the January 2009 Rt. 52 Engineer's Estimate in tenns of expected
increases in material prices, equipment costs and labor rates, and the
difference in productivity is negligible.
June 15, 2012 13 of 64
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NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
FOLLOW-UP TO COST ESTIMATE REVIEW
After applying escalation and location correction factors, for Pamlico
Bridge Item 3030, recommend estimated unit price of $818.85/meter.
While some individual bid items exhibited large variations between FEG's 2006
estimates and Baker's current findings, the extended total costs reflect very close
agreement. NCDOT should be confident moving forward with the estimates
based on the original design assumptions and quantities provided by FEG and as
confirmed by Baker.
Net Impact relative to Task 2 item F(see Att. 7) $94,683,918 (INCR)
Item H: "Impact of Davis Bacon"
"Any affect from implementation of the Davis-Davis Labor Law."
We do not anticipate any impact from implementation of Davis Bacon
requirements. The labor rates used for our cost-based estimates were developed
from Wage Determination NC65 dated January 6, 2012. Where NC Bid History
data has been used, many of these projects would have already included Davis
Bacon coinpliance costs. The reinaining bid items which were retained and
escalated from FEG's original estimate would not represent a significant cost
iinpact from Davis Bacon compliance.
Net Impact relative to Task 2, item G(see Att. 8) NO $ IMPACT
June 15, 2012 14 of 64
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NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
FOLLOW-UP TO COST ESTIMATE REVIEW
Attachments
a. Attachment 1— Supporting Information, Item (C)
b. Attachment 2— Supporting Information, Item (A)
c. Attachment 3— Supporting Information, Item (D)
d. Attachment 4— Supporting Information, Item (B)
e. Attachment 5— Supporting Information, Item (E)
£ Attachment 6— Supporting Information, Item (F)
g. Attachment 7— Supporting Information, Item (G)
h. Attachment 8— Supporting Information, Item (H)
June 15, 2012 15 of 64
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NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
FOLLOW-UP TO COST ESTIMATE REVIEW
Attachment 0
Parallel Brid e and
g
Pamlico Sound Brid e
g
(June 13, 2012 Task 1 report summaries)
June 15, 2012 16 of 64
D-219

Parallel Bridge -(See Task 1 Report dated 6/l3/2012, Attch 4):
Reordered to reflect hrghest value rtem.s Xo lowest val�e iterns to rdentrfy cost drivers
2012 FEG Unit Price
Quantity Escalated Value
Bid Item Description (Metric) Units (ENR CCI 2006 to 2012)
2900 Constr & removal of temp access 1.00 LS � 63,551,510.96 $
3030 1676mm prestr conc cyl pile 29,512.00 M $ 1,422.25 $
4190 Pre cast conc dk segs 38,918.20 M3 $ 1,061.66 $
4191 Erect PC dk segs 38,918.20 M3 $ 587.26 $
2990 Cl AA concrete ffgs 33,711.60 M3 $ 602.83 $
4180 Rebar in PC dk segs 5,837,700.00 KG $ 2.57 $
3000 Epoxy coated rebar 4,921,806.00 KG $ 2.57 $
4210 PT Strand in dk segs 1,543,412.00 KG $ 7.74 $
2910 Removal of existing Bridge 1.00 LS $ 10,809,508.06 $
4310 Two bar meta] rail 8,873.44 M $ 1,079.03 $
4250 Seg casting & erection equip 1.00 LS $ 2,794,015.82 $
4320 355mm x 800mm conc parapet 8,858.50 M $ 303.12 $
4270 Pot Bearings 1.00 LS $ 2,448,984.29 $
4110 Precast concrete cols & caps 3,18130 M3 $ 666.68 $
3050 Axial ld test on 1676mm cyl pile 4.00 EA $ 462,438.85 $
4120 Rebar in pc cols & caps 464,426.00 KG $ 2.57 $
4280 Expansion Joints 127.60 M $ 8,295.67 $
41A0 PT Bar in PC cols & caps 61,135.00 KG $ 14.03 $
4230 PT Bar in dk segs 61,135.00 KG $ 12.73 $
A130 PT strand in PC cols & caps 70,298.00 KG $ 7.60 $
4350 Tcicphonc cond & inserts 1.00 LS $ 238,734.05 $
3010 Epoxy coated spiral rebar 86,136.00 KG $ 2.57 $
4260 Grooving deck 43,620.00 M2 $ 4.62 $
4290 Access System 9,262.00 KG $ 15.42 $
4360 Power & CATV slceves & ductbanks 1.00 LS $ 136,419.46 $
3020 508mm sq prestr conerete pile 176.00 M $ 333.05 $
4340 Solar array support platform 1.00 LS $ 52,224.76 $
2980 Unclassified structure excavation 460.80 M3 $ 105.13 $
4300 Approach slabs 1.00 LS $ 44,239.98 $
4370 Granite slope paving 200.00 M2 $ 1 R498 $
4380 Navigation Lights 1.00 LS $ 30,829.26 $
3040 Dynamic pile test 7.00 EA $ 2,31220 $
3060 Production Dynamic ld test on cyl pile 7.00 EA $ 2,312.20 $
4330 Filter fabric for drainage 627.60 M2 $ 15.42 $
2970 Foundation cxcavation 1.00 LS $
Grand Total $
D/B Fee & Risk Cont. $
Marked up Total $
Notes
All notes/clarifications from Task 1 apply unless noted otherwise.
1
NCDOT TASK 2 items are idenrified with each sheet based on item list received via email on 4/13/2012.
TASK 2
4-13-12
2012 FEG Extended,
Escalated Values
(ENR CC12006-2012)
63,55 I ,510.96
41,973,501.02
41,318,051.88
22,854,946.46
20,322,431.25
14,991,2]3.60
12,639,197.81
l ] ,946,008.88
10,809,508.06
2,794,015.82
2,685,188.52
2,448,984.29
2,120,921.81
1,849,755.41
1,192,645.97
1,058,527.75
857,601.78
778,370.82
533,983.61
238,734.05
22 ] , I 9725
201,524.40
142,820.04
136,419.46
58,616.45
52.224.76
44,239.98
36,996.00
30,829.26
16,185.37
16,18537
9,677.59
267,555,150.71
8.026.654.52
17of64
D-220

Pamlico Bridge -(See Task l Report dated 6/]3/2012, Attch 5):
Reordered to reflect highest value items to lowest valzre items to ider�zify cost drivers
2012 FEC Unit Price
Quantity Escalated Value
Bid Item Description (Metric) Units (ENR CCI 2006 to 2012)
2900 Constr & removal of temp access 1 LS $ 141,233,115.85 $
4170 78" Bulb Tees 94,903.00 M $ 1,084.94 $
�4190 Concrete deck 66,263.00 M3 $ 1,268.14 $
3030 30" sq PC piles 72,542.00 M $ 750.26 $
4310 Two Bar Metal Rail 47,622.00 M $ 826.46 $
4180 Epoxy Steel rebar in deck 13,782,700.00 KG $ 2.51 $
4270 Bearing pads 4,480.00 EA $ 3,323.78 $
4305 355mm x 800mm conc. parapet 47,622.00 M $ 281.98 $
4ll0 Concrete caps 16,782.00 M3 $ 789.54 $
3050 Axial load test 20 EA $ 375,663.53 $
4120 Epoxy Steel rebar in caps 2,474,010.00 KG $ 2.51 $
4280 Expansion Joint seals 1,848.00 M $ 819.80 $
4260 Grooving deck 286,678.00 M2 $ 5.26 $
4350 Telephone cond & inserts 23,673.00 M $ 52.60 $
4360 Power & CATV Sleeves & ducts 23,673.00 M $ 30.05 $
3060 Prod. dynamitic load test 80 EA $ 2,253.98 $
3040 Dynamic pile test 80 EA $ 2,253.98 $
4290 Access System 1 �S $ 69,572.88 $
Grand Total $
D/B Fee & Risk Cont. $
Marked up Total $
201Z FEG Extended,
Escalated Values
(ENR CCI 2006-2012)
141,233,115.85
102,964,440.43
84,030,495.77
54,425,651.09
39,357,868.61
34,567,011 .60
14,890,552.32
13,428,261.07
13,250,060.28
7,513,270.56
6,204,817.08
1,514,997.79
1,506,779.57
1,245,105.11
711,326.30
180,318.72
180,318.72
69,572.88
517,273,963.75
15,5 ] 8,218.91
532,792,182.66
COMBINED 17.5 MILE PROJECT: $ 808,373,987.90
Notes
1 All notes/clarifications from Task 1 apply imless noted otherwise.
NCDOT TASK 2 items are identitled with each sheet based on item list received via email on 4/13/2012.
TASK 2
4-13-12
18 of 64
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NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
FOLLOW-UP TO COST ESTIMATE REVIEW
Attachment 1
Item C — Stainless Steel
Reinforcement
(SUPPORTING INFORMATION)
June 15, 2012 19 of 64
D-222

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MnrleJupTiitnl S fi39,11119,191.%9 14.GK%
COMBINEDI7±MILHYROJEC'1': 5 929,fi4R,72417 15.07%
\'E'I' INPAC7' TU BO'1"1'OM LINN: ( ItE: 2-B): 5 121,75R,4R1.6fi
nuics/clarilicntion. Iinm"I�a.k I u>>ly unlcss notcd othrnvisc.
� Stniclurc. Scopc ol Work (B-2i00 finul RI�V) prescribcs ihc minimum cor�osinn promction mcasures to 6c uscJ un this pcojcct with Ihc inlcnt to providc a minimum 100 ycar scrvicc lifc. Rcintorcing stccl in all cast-in-placc concrctc
nbcrs, cxduAing dnllcd picrs, shall bc onc ol'thc stninlcss stccl alioys lismd in'1'a61c 2 o(AS7'M A955-I Oa. huvc minimum yicid srccngth of60 ksi. and mcct ell o[hcr �cyuircmcnts ofAS'I'M A95S-� Oa. Mild reinf rcing stccl in columns end
caps, ciihcr prccust urcusl-in-plucc, bclow an cicvuliun 12 Il. abovc MH W musl alco 6c stuinl�ss slccl mccting ih� ebovc rcyuircmcnts. Miid smcl or strnd wntaincd in prccusi supersicucwrc cicmcnls �hui cxtcnd into cas�-in-plucc concrctc
not rcquircd lo bc sWinl�ss slccl.
D-223
20 of 64

SO No.: Bonner Bridge Estimate
Subject: Task 2, Item C
Stainless Steel Quantities
Computed By: SAD Date: 5/2/2012 Checked by: Date:
Determine quantity of stainless steel required per B-2500 RFP including Navigation Zone revision
Parallel Bridge
Item Description
3000 Epoxy Coated Rebar =
3010 Epoxy Coated Spiral Rebar =
4120 Rebar in PC cols and caps =
4130 PT Bar in PC cols and caps =
Stainless Steel Rebar =
Stainless Steel Spiral Rebar =
Stainless Steel Rebar in PC cols and caps =
Stainless Steel PT Bar in PC cols and caps =
Quantity
2,020,901 kg
0 kg
345,801 kg
9,875 kg
2,685,519 kg
77,597 kg
87,403 kg
48,316 kg
Units
Pamlico Sound Bridge
Item Description Quantity Units
4120 Epoxy Rebar in Caps = 0 kg
4180 Epoxy Rebar in Deck = 0 kg
Stainless Steel Rebarin Caps = 2,474,010 kg
StainlessSteelRebarin Deck = 13,782,700 kg
21 of 64
D-224

SCRATCH ESTIMATE FORM
NCDOT Bonner Bridge
Stainless Steel Rebar - Column Installation
a�
��
May 1, 2012
10%
5%
Additional Clarifications:
1. Material Quote from Gerdau Reinforcing Steel, April 30, 2012.
2. Steel quantity based on RS Means production for one week.
3. Crew size based on RS Means
4. Labor rates based on Wage Determination NC65, January 6, 2012.
Total Direct Cost: $ 90,405.71
Overhead: 5 9,040.57
Profit: $ 4,520.29
TOTAL ITEM COST: $ 103,966.57
TOTAL COST PER TON: $ 9,040.57
TOTAL COST PER LB: $ 4.52
TOTAL COST PER KG: S 9.97
D-225
22 of 64

SCRATCH ESTIMATE FORM
NCDOT Bonner Bridge
Stainless Steel Rebar - Deck Installation
� °' _y _�
0
��F,_:.�!�A,.'.�
May 1, 2012
10%
5%
Additional Clarifications:
1. Material Quote from Gerdau Reinforcing Steel, April 30, 2012.
2. Steel quantity based on RS Means production for one week.
3. Crew size based on RS Means
4. Labor rates based on Wage Determination NC65, January 6, 2012.
Total Direct Cost: $ 112,613.21
Overhead: 5 11,261.32
Profit: $ 5,630.66
TOTALITEM COST: $ 129,505.19
TOTAL COST PER TON: $ 8,931.39
TOTAL COST PER LB: $ 4.47
TOTAL COST PER KG: S 9.85
D-226
23 of 64

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
FOLLOW-UP TO COST ESTIMATE REVIEW
Attachment 2
Item A— Navi ation Zone
g
(SUPPORTING INFORMATION)
June 15, 2012 24 of 64
D-227

C0�7N1VED175ryI11.t:PROJh:CI': 9 tlo2251I.fiAfi.�1 -11.�6'%
NN�fI_NPAC'I'I'URI)'fl'U�11.IVY:(RN:'faskl): % (6,121id1.F71
25 of 64
D-228

SO No.: Bonner Bridge Estimate
Subject : Task 2, Item A
Navigation Zone Change
Computed By: SAD Date: 5/2/2012 Checked by: Date:
Determine quantity changes due to reduction in navigation zone from 5000 feet to 2400 feet
(Negative values indicate a reduction in the quantities shown in the PB plans)
Item
2990
3000
3010
3030
4110
4120
4130
4140
4190
4180
4210
4230
Description
Class AA Concrete =
Epoxy Coated Rebar =
Epoxy Coated Spiral Rebar =
1676mm m Prestressed Concrete Piles =
Concrete (Precast Substructure Elements) _
Rebar in Precast Concrete Substructure =
PT Strand in Precast Concrete Substructure =
PT Barin Precast Concrete Substructure =
Concrete (Precast Superstructure Elements) _
Rebar in Precast Concrete Superstructure =
PT Strand in Precast Concrete Superstructure =
PT Bar in Precast Concrete Superstructure =
Quantity
-1,068
-215,386
-11,784
-816
2.2
-31,222
-11,776
-2,944
-658
-295,481
-177,659
-10,125
D-229
Units
3
m
kg
kg
m
3
m
kg
kg
kg
3
m
kg
kg
New Totals
32,643.6
4,706,420
74,352
28,696
3,183.5
433,204
58,522
58,191
38,260.2
5,542,219
1,365,753
51,010
26 of 64

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
FOLLOW-UP TO COST ESTIMATE REVIEW
Attachment 3
Item D— Add F i shin P i er
g
(SUPPORTING INFORMATION)
June 15, 2012 27 of 64
D-230

NarallelBrid o-('fxsk2l[emD-AddFishin Pier):
211I2 N'EC l:nit Pricc 2012 HEG Hxlended, Di�Tcrence from
Quantih' Eualafed \'alne Eualafed \'alnes Task LC [fems
Bidl�em Dexcrl tion �Me�ric� Unils (�:�'HCC121106m2012) (ENRCC12U�fi-2U12� ('%) No[es
290U Constr&rcmwalotrcm�acccss I.00 1.S $ 63.SSIS1096 $ 63.5�1510.96 O.00Yo
3U311 1676mm ireslrconi�c I ile 2R.69[.OU M % 1,422Z 5 40_NI'_94339 0.00%
41911 Prccasrcuncdk�c s 78.?60.20 M+ $ 1.061.66 $ 40.l19.4"/6.97 0.00%,
41')I I�:recil'Cdk��,n 3R.260�0 M3 A 5R726 $ 2Z4(S.�lZUI 0_00°'0
29911 ClMconcrcicti¢s 32.643.60 M3 S 60?.8_ $ 19.67x.bI1fi.GR O.00Yo
41P11 Ribssrinl'Cdksc�w "+542319.00 KG $ 2.57 $ 14.33'_.41R39 0.00%
300U � ox omd rebar 2_020.901.00 KG $ 2.57 5 5.189,673.77 O.00Yo
43111 I"I'SV�nd'm�kseoy 136�.753.OU KG '� 7.74 5 10_i7U.93N32 0_00°i„
?9111 Rcmoval otczistin� 6rid c I.00 LS $ 10.809.508.06 $ 10.809.5f18.116 0.00%
43111 'I'wobermet�lrail N,R"7344 M $ I,079(13 $ 9.574.6911?2 0_UO%
4250 Se¢cnsiin�&erenione�ui I.00 LS $ 2.�9A,01?.82 $ 2�99,015.8? 0.00"�
43211 l5�mmxh00inmuinc��apci R.N�N.511 M $ 3113_I2 5 26XS.INh_� Il.()0"/0
4270 Pol Bcarin s I.00 LS $ 2.418.984.29 5 2.44R.984.29 0.00°0
411U �a.<�mtcuncreteu�ls&u�s 3,783�U M3 $ 6h6(R $ Z12�3HK_il 000 0
3050 �xiel Id Iesi on Ifi76mm c I ile 4.00 EA $ d62.438.85 $ 1.849,755.41 400"r;,
11211 Rebarin �eulsNeia�s 345,ROI OU KG % 257 $ 8RN,OIfi.97 0.00°0
42R0 Lx o� onJoin�s I?7.60 M $ 8?95.67 $ 1.058527.�5 400%
4140 I''I'H�arinPCiolw&caa 'J.R"]S.pU KG $ 14.03 $ 13N,5'_fi50 0.(IOin
4230 PT 6ar in dl< se� 51.010.00 KG $ I2.�3 $ 649.459.3? 0.00%
413U 1'I'tiirandinl'C��ilsdcu�a SR,522.011 KG 5 ]60 $ 444533_II O.UOo
4550 Telc�hone cond & inserls I.00 LS $ 238,734.05 $ 238.734.OS Q00%
3010 F:poxyuieicJx�irnlreMur 000 KG $ 257 $ kDIV/0!
426� Groovinedeck 43.620.00 M2 $ 0..62 $ 201.524.40 0.00%
a2YU A�ce.�x tiy�iein ) 262.00 KG % 15.42 $ 14?.N?II U4 ll ()0%,
4?60 Powcr 8 CATV sleeves & ductbanks I.00 LS $ 136,419.46 $ 136,414A6 0.00%
311211 �UNmm.syprestrc��ncrcie ile 1"Ifi.011 M $ 3i31)5 $ syhlM14� 0_00%
3340 Solarurravsu>>or1 �lalform I.00 LS 5 52,?24.]6 S 52.?24.'16 0.00%
29N(1 Un��l��.�ifinl.ytniilurccxcnvel'ii�n JGU.NU M3 7� I115_I3 y 4fi,444H3 0.(10°n
4300 A� roach slxbs I.00 LS $ 54139.98 $ 44.239.98 0.00°0
437U Uraniiesluepavin�� 30U.OU M2 $ IR49X $ 3(9960U 0_00°0
4�80 Navisa�ionLi�hls I.00 LS $ 30,829.26 $ 3�,82926 0.00%
i0411 �ynemic�ilclest ]UO FA % ?,31220 ,$ IG,IN537 0.(10%
3060 ProducrionD�iemicldteeYOncvl ile 7.00 EA 5 2,312.20 5 16,IRS.i7 O.DO%
433f1 F'ilicrFaM1riifr�reina�•e fi2�611 M2 $ 1542 4 9,(,"]"/_�) 0.p0'Y�
2970 Foundanon czcecanon I.00 LS $
AfJD Siainics..� Sleel Rchnr 2_6N� 519.0(1 KG $ 9 Ns g ?(�;i? ;(? IS I] UO%
ADD Sminless S[ecI S irnl Rebur 77.s9�.00 KG $ 9.85 5 ]G13304s 0.00%
ADIJ Siuinles� Siul Rcherin PC cul� end i-a� N"/.4UJ.U11 KG $ 9.N? �5 N(,I1,YIY i� 0.f10"/n
ADD S�ainlessSmclPTBarinPCmisandcc A8.316.00 ICG $ 9.85 5 475,912.60 0.�0%
ADn Fishing Pier I 011 LS $ �OO.00OOU $ 51111,111)11(111 Allowance (indudes D-R Fee)
GrondTotal $ 2R2,674.107.17 O.IS°o
D/6 Fee & Rislc Ginl. S fi.4(5.??z?2 O.UO"/n Ni3 Fec+ RiFk is ussumed 3 0:
17arkcd �p Total S 291,139,33U38 O.I7%
Pamliw Bridge -(9'ask 2 Item D- Add Fishing Pier):
21112 f F.G l:nit Price 2U12 FF.G N:xtended. Difference from
Qnantih EscalateA �'alne EscalateA �'alnes Task 2-C Ihms
Ridltem peecriptii�n (Metric) Unilx (F:�HCCI21111fitn211127 (N:NRCfIZllllfi-21112) ('%)
29f1(1 ('i�n,.�r&rcm��vvloficmpecccs.v I LS $ 141-zi,115_ys ,j 141:?}},II�AS 0_UO"iu
41"/(I "/H"f3ulhTccx 94,90J.OV �A $ II1N4_94 ,�' 1�2.yG4.44043 0-p0"/o
41911 C��ncrcic�lccA (6?61.U0 Ivli $ 12(R_14 F N4f)-f)_49�']7 I](10'%
SlcclmberinAcck I 11.Ulll KG I$ 2.51
Miulloedtesl
� �
���
'Ccic>ho�e cuiid & iuscrl� 23.673.00 '�1 �" 5?.60 $ 1.24=,10?.11 0.00°0
Powci & CATV Slec�cs & duc�s 23.673.00 .vN S 30.�5 S � I 13?6.30 0.00%
commm
IVO[CS
�iL��l
)0.00 Ku $' 9,g5 $ 13?.�?9,?95.pp O.00Yo
Gr'�nJ'f��tal $ fi211,3Y],�6YAll 0_00"/u
D/BFec&RixkCnnL 5 Ift,611,9?4UY 0.00"m D/64-ee+Rirkisaxsumed3%
Markedup'Ib[al S fi39,011H,393.89 0.00°0
COMRIVF,D1�5\71I,EPROJF.CT: X 910,148,72�.27 0.115/
\'F,T IMPACT TO ROTTOM I.INR f RF.: 2-C): S SOU,OU0.00
D-231
28 of 64

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
FOLLOW-UP TO COST ESTIMATE REVIEW
Attachment 4
Item B — Foundation
Chan e s
g
(SUPPORTING 1NFORMATION)
June 15, 2012 29 of 64
D-232

Parallel Brid e-('faek 2 Item B- Foundation Chan ce):
211I2 F6C l:nit Price 2012 H'E;G HUended, Uifference frnm
Quantih' Eualafed \'alne Eualafed \'alnes Task 2-A Ifems
Bidl�em Uexcri tion IMe�ric� Unils (�:�'HCC121106m2012) (ENRCC12U�fi-2U12� (%) No[es
290U Constr&rcmwalotrcm�acccss I_00 1.S $ 63.SSIS1096 $ 63.5�1510.96 Q00",6
3U3U I(76mm�reslrconu�vl ilc 28,fi96.00 M $ 1,322Z5 $ 40,N1?94339 0_f)0% 12�vi«dQua�lilieti
41911 Prccasrconcdk�co 3R:?fi11.211 Mi ,� 1.061.66 $ 40.G19,47(.97 0.110"/o Rcvi�YlQunntitic�
41')I Hreci PC dk xe,rv 382GU 30 M3 A 5R726 $ 22 4(N.53Z01 0_l)0°io 12cviscd Quun
29911 ClMconcrcicf�.s i2643.60 M3 i 60?83 S 19.675,611h.6N 0.110% RcvincdQunnlilic>
41 RU 2ebur in PC dk se��c ?,542219.00 KG ,� 2_7 5 11232.41 R i9 0.00% 2e�i�cd Quun -
3000 L ox ootcd rebar 4.706.420.00 KG S 2.57 S 12.OR6D8G56 0.00"� Rcviscd Quanlilics
4211I I"ISVandin�k.ycer I}65,753.UU KG ti 774 5 IU,?"/U.'J2X22 0_OO�i� Revi�cdQunniiiies
2910 Rcmmnlo(cxis�in�6rid�c I.00 LS 5 10,809SOR.06 5 IO,N09,�118Afi U.11�%
43I0 T�v�i bar metal reil 8,X']3 44 M $ I(179 U3 S� y 5']4.69[12_' 11 UO o
425U Se cestin &erecrione u I.00 LS A 2.�9A.01?.82 5 ?,794,015.82 0.00%
4J20 -- �rNO(hnm�nn��aa�el h,R.H..O M 5 3113_I2 $ 2.G1i�_IRNi2 Ol1U%
4270 Pot Bcorin s I.00 LS 5 2.448,98429 5 2.A48,98429 0.00%
41I0 I'rcuvtu�nQetec�ilsNcups 3.IN3�U M3 S G(6(i8 5 212^3HN?I [I110"o 2evi4cxlQuanliiies
3050 Atiialldtestonl676�nmev7 ile 4.00 EA S 462,438.85 5 1.849.755.41 0.00%
41?Il Reharin iia�lv&ceiy 41i21141)0 Kp 5 25"/ $ I.II2.4G'1_R"/ [I00"o Revixed(2uan�iiies
4280 �x ans�onloin6 127.60 M S 8?95.67 S I.O585'_7.75 0.00%
414f1 PTRurinPC�vls'�ceu sy,191_00 K(i 5 14f11 S RI(i303�s [I.OfI"/o RevixedQunnliliew
A?30 PT Bar in dk sees 51.010.00 KG S 12.73 S 649A593? 0.00% Revised Quantines
413U PT.strend in PC c<ilw & iv y 58,5221)11 KG 5 '/_61) 5 414.?33_I I (100' o Revisc�l Quan
4350 Tele lione cond & insarts I.00 LS S 238.734.05 S 238.734.05 O.UOi
3UI11 Y.�ucywa[ccls>iralabor 74.3S2.110 KG S ?S'] b I�1119]5,94 (1,00'% ReviacclQuanli�ies
A260 Groovin�deck 43.620.00 M2 S 4b2 S 2�I.i'_4A0 0.00%
42911 Au:etirSyxte�n 9,2G2110 KG S Isq? $ 142N?I/04 0,110"/0
A360 Powe� & CATV sle�ves B ductbenks I.00 LS 5 136.419.46 S 136A 19.46 OAO%
302(1 SORinm tic ir � ile I']fi (l0 M 5 i3311? $ ?R 61l 45 � Il0 0
A3A0 Soln�nrravau"ctnlmform I.00 LS S 52?24.76 5 i2224.7fi 0.00°�
?)Nfl I:nclassiFicA..irucium�zcuvntiun 4GO.ft0 AAJ 5 II15.13 5 41i.444.R3 f1,0(IYa
4300 A roachslebs I.00 LS $ A423993 S 44.239.98 0.00%
43]0 (ireniiexli�.e��vin� 2f1111111 M2 5 IR49N $ 3G,91G.U0 ()U()"o
4380 NeviGenon L�i�I�[e I.00 LS $ 30.8?9.?6 S i0.839.36 OAO%
304U Dvnt+mic nlcic�i '/.00 EA $ 2.712.20 5 16.IR53] O.U(1°/a
3060 Produnion UY��+��nic Id levt on c I ile 7.00 EA $ 2312 �U 5 16.18±.37 UDU°�
43J0 Fillerf-ahncliirdreinu.�e 62]611 M2 $ Is4? ,% V.(,"]'/_SY I100"o
2570 FounJation escavation I.00 LS $
c.aoaT��isi x zei,nn,isx.nn a��o �
D/BFee.@RiskCa�L S 7.848303.�7 0.00% DBFee+Riskisassumed344:
MarkeJu�Tolal S 26Y.45g.4(i.fi7 11()11'%
Pamlico BridQe -(Task 2-(Taslc 2[tem B- Foundation Chan es):
2012 FEG L'nit Price 20I2 FEG Esrended, Diffrrence from
Quan[ity Fscnlsle�l Value F.scalsle�l Values Ta�k 2-A Ilem>
Bid Item n.....�����.� fHictriel �i��n (6\R CCI2006 ro 20121 IENR CCI 2006-20121 1%�1
R4AA
I�lL�i
�
loed resi I I.001 GA I$ 175.6G3.53 I$
& CATV Sleev3 �@Aueis 33(7J.U0 .Vi $ 30.05 $ "/11326-30 0.00"i
Ivnxmiiic Inud ic�� NO_00 EA 4' ? 25� 9R S IR� i I R']? 0_()0"�
ADD ClussAAConcretc 739fi.U0 M3 $ R02.i5 $ �.9}q,l"/?�R (3(111�M1CDOTStxieWiAcAvc:I�scalaicA2'�3"/o:l:NkCCI
ADD Lmernl Lond Test I.OU EA $ �0(I,UOU.l1U $ IUf1,0�U.�11 Receni quoie Crom Ihird pany.
Grand Total $ 522,7d9,2YY.9± I.Ob%
DB Fee & Rixk Cnnt. $ I?.(824"]9 f10 I f)6i �/6 Pcc �i Risk i> au�mal i^/o
Marked �p Total S S;g,4i1,778.95 �_pfi%
COMBIVED l75 MILE PROJECT: $ 807,A90,242.62 U.70'%
\ET I�iPACT TO BUTI'OM1I LINE ( 2E: 2-A): $ S,fi39,5961Y
Notes
i AII noie�claritications li�om T�sk I a>Ivunless noled oiherwise.
NCUO'I' Pucallel B�i���zr) Bridgc Supenlruclure:'Iwo twms pcopo�ed eil segmentel, just ns lhe Finlzy e�limale nssumed, and lhe ewnr�ed leam wenl wilh a wnvenlional/seginenial comL ination (�ee allached preli�ninury plaiu�. Lutesl
TASK 7 Foundmion Assumptions: For an all segmen[nl, parallel bridFe, Finlzy's assumptions coincide wilh recent proposals. For theconventional/segmen4l paraliel bridge, please refzr to the attached preliminaiy plans. For Ihe Pamlico Sound
4-I3-12 Bri�gq NCDOT Ceu�echnicel Unil now suggusls usine 3-54` Con�rele Cylin�icv pilcs/benl for 13.R mil�s, an� 4-54" Concrete Cylinder piles/bent lor the I.0 mle near Ro�enihe. 7his is tu cuunter any potentiel breech al RuJanlhe. Oulcr
piles would be tilled with concrete I iap 30fi.
30 of 64
D-233

SO No.: Bonner Bridqe Estimate
Subject: Task 2, Item B
Foundation Chanqes
Computed By: SAD Date: 5/2/2012 Checked by: Date:
Pamlico Sound Bridge - 14.8 Miles
Item Description Quantity Units
Class AA Concrete = 7,396 m3
3030 54" Dia. Concrete Cylinder Pile = 52,376 meters
3050 Static Axial Load Test (ASTM D-1143) = 1 each
Lateral Load Test (ASTM D-3966) = 1 each
31 of 64
D-234

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
FOLLOW-UP TO COST ESTIMATE REVIEW
Attachment 5
Item E— Pamlico Dred in
g g
(NOT USED)
June 15, 2012 32 of 64
D-235

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
FOLLOW-UP TO COST ESTIMATE REVIEW
Attachment 6
Item F — Confirm FEG
Bid Items 4350 &4360
(SUPPORTING INFORMATION)
June 15, 2012 33 of 64
D-236

SCRATCH ESTIMATE FORM
NCDOT Pamlico Bridge
Telephone Conduit & Inserts
May 3, 2012
Materials
2"GRSConduit � $8.35� 77667.33� �$ 648,522.21 �
Junction Boxes 585.50 389 5 33.259.50 Soaced everv 200 ft
SalesTax � 5.75%
10%
5%
I $ 39,202.45
Material5ubtotal: $ 720,984.15
Total Direct Cost: $ 1,072,273.48
Overhead: $ 107,227.35
Profit: $ 53,613.67
TOTAL ITEM COST: $ 1,233,114.50 For Reference
Escalated 2006 Unit Costs (18.45%)
TOTAL UNIT COST PER LF: $ 15.88 $15.82
TOTAL UNI7 COST PER M: $ 52.09 $51.92
Additional Clarifications:
1. Quaniity matches the Pamlico Bridge 2006 estimate
2. Production based on RS Means production rates for Elizabeth City, NC. 2012 Ql
3. Material prices based on RS Means production rates for Elizabeth City, NC. 2012 Ql
4. Labor Rates based on Wage Determination NC120065 - Ol/06/2012 NC65, obtained from www.wdol.gov/wdol/scafiles/davisbacon/NC65.dvb
34 of 64
D-237

SCRATCH ESTIMATE FORM
NCDOT Pamlico Bridge
Power & CATV Sleeves & Ducts
�°� �� :; �9'
May 3, 2012
10%
5%
Additional Clarifications:
Total Direct Cost: $ 608,266.25
Overhead: $ 60,826.63
Profit: $ 30,413.31
TOTAL ITEM COST: $ 699,506.19
TOTAL UNIT COST PER LF: $ 9.01
TOTAL UNI7 COST PER M: $ 29.55
1. Quaniity matches the Pamlico Bridge 2006 estimate
2. Production based on RS Means production rates for Elizabeth City, NC. 2012 Ql
3. Material prices based on RS Means production rates for Elizabeth City, NC. 2012 Ql
4. Labor Rates based on Wage Determination NC120065 - Ol/06/2012 NC65, obtained from www.wdol.gov/wdol/scafiles/davisbacon/NC65.dvb
D-238
For Reference
Escalated 2006 Unit Costs (18.45%)
$9.04
$29.66
35 of 64

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
FOLLOW-UP TO COST ESTIMATE REVIEW
Attachment 7
Item G — Other Costs
(SUPPORTING INFORMATION)
June 15, 2012 36 of 64
D-239

Parallel Bridge -(Task 2 Item G- Otl
Rid Irem Descri �tion
2`)00 Conntr & ' �val oftcm o
iU3U 1676mm �resvconccvl >ileL
4190 Prccu�lconcdk.�ecs
4I91 f'ccl PC dl: s��-
2`)90 CI AA . �.tc ft�.
41tl0 RebariiPC'JA �c�s
31100 1= �oxY ��ated r�.�ar
4? 10 PT Slrand in dk sa�.s
2910 Remo��� I f is[in� Rrid�e
9±I0 Twnb� memlrn'I
4250 Se� castine & eru[ion e u
4320 355�nin x%00 nm co ic �a i'>zt
42"/0 I'nt Rearin�s
4110 Precus� concre�e mis Ze ca �s
3�50 Axialidtettnnlfi7fimmcvl ile
aizo Rzna���„ ����iE��a�.
4280 F.x�ansion .loint.
4150 PTBurinPCcols&cnss
4230 I'T Rar in dk se�.
4130 PT.sn�nd in PC col� & ca is
4350 Tale.ilioiecoid&inse'[t
;oio e�„xv�,��ea,���ai�en.���
4260 Gnrn�intdeck
9290 Accass Svs[em
4360 I'nwer & CATV slezve. & ductb� iks
anzo ;ox�n�».- ������,��ece,�ie
asao s�i���e�,�Ay.s�> o�� ,ierr��,n
z5so t�nciass�red,�uemreeacsvzPon
43�0 Ai>muchslobs
4i7f1 Grenite.-I
43R0 N�viea[ L� hG 1r,
3010 Dm�m-c�-le�es[
3(160 I'roAuc�-o � De ia�n�c IA [c�� nn cvI i I<
aa3o Parr rnn -� r� t�vina�e
370 F�iundn[ion z.r �ve[inn
ADD Staiiilvts S[eel Rehar
ADD Smiiile.: S ed S�ir�l Reb�r
ADD Srainl�..- S tl R�hurin I'C �ols an� c
ADD SWiiiles-SrcII'TRari PCcolSand
ADD I�ishin¢ Picr
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n+rtereu��e rrom
Quantity 21112 Baker 2012 BaAcr "fn.�k 2-F Ite�ns
(Metric) Units Gnit Prices ICxtended Vaiue (%) Vo�es
I1711 LS $ 4X970,534.72 $ 4ft.97�,?34_72 23.9J"a� Rev�.--dC_sLBa�edl:i ,See�y te�hect(Notrlbelow)
2N,69fi.011 M $ 1,±2R.74 $ iR,129,52i.Oq -657% RSM
3R26U.'�.fl M3 $ RR6.00 $ 33,898,53%20 -16_ -'a� Cost Bo�cd I;.t�nelc Soe uya�nla vhm� �Nelc � below7 (Nole 5 below)
3ri,2fiV�U M3 �R fi76.00 � --,Nh3,N9S10 I?.II"n� Cos B' iLttimel�;S � �ra�nsl �elhole26elow)
?2.64?.611 Mi $ 802.i5 $ 2h,1<J1,�92.4fi 3_10% (2U11)V('DOTSIa \A d 4��:;I�sc I I?-!"�o�,I:\RCCI
�
SJ2.219.OII KG $ ?21 � 12,24i�_10i99 -1i.94'%0 (2011)NCDOTfD�i I+.6),[ecol I 2]"��;I_VRC'CI
2,1120,9011711 KG $ .31 $ �4fifi,19121 -13.94%� (2U11)NCDOTSIU b\-dA�c;I�c I 1.24 o;LiVRCCI
I,16c,7t3.00 KG $ 5.01 $ ft,203,17t 5} Coet B�sai I�.i'imalc. Su.tcpa�alc shccl (Nulc 2 hdow)
I Ofl LS A 109fi2,spp,pp $ 10,9fi2,Sf70 00 I 4�% Rev�.- d C at[ F3a.ed F�t nate, See �e� �'ate sheet (Note 4 belnu�)
R,R73.44 M $ 3RA.43 $. 3,44fi.710i0 -hA.00"-�� (21111)uCDOTSta U-deP.ve;EcI2J227%;E\RCC[
100 LS $ 11,4062500f1 $ 11,40fi,2S000 308.Z4% CostR�sedEstiinate,See.e�arate.hezt
ft,ASHSp M $ 2R�.69 j� 2.530,7ft4ft7 5.75% (2f711)uCDOTSta U-deAve;Ecl�ed227%;E�RCCI
I 011 LS $ 2,4fi4.000.011 $ 2,4fi4,I1f10 00 0.61 % Recent quota: Corrected Task I mst (h'o[e i helinv)
3,IA35p M3 $ 666.6Y � 2,122,184�5� 0.00'0 (2U06)FFCCn.rescalated20°io:F.\RCCI
-0.00 FA A 462.4+R RS $ 1,849,75c q� 0.00% (?006) FFC Cosi vscaluted 20°ro: F.`�R CCI
iqS,g01.00 KG $ '31 � 7fi4,220_21 -13.94°0 (2011)NCDOT�D'ivl?.3,6),Fscaluted224°o;EVRCCI
127 fi0 M $ R 29�.67 ,$ I,0?ft527 75 0.00% R006) FFC CoE� escalxted 20° o: F\R CCI
9,ft7t 00 KG $ I I.01 � I Oft.7Zi 75 -2151'!-�� Co.�t Rased P_stimate. Su sepa�a�e .shee� (No[e 2 below)
511710.00 KC'C $ I101 $ ?fi1.620_IO -I?.??'n� Co.vcBoseASsrimate.Seeseparete,eheet(Note26el�w)
?N,?2200 KG A 6.01 � 351,71722 -?O.Fx^.�„ Co.�tRasedP_srima[eSeesapv'ste.shee� (No[e2below)
I 00 LS ,$ _ R.T+511� $ 23ft,737 OS 0.00% 2006) FFC� Co�� es I teJ 20%: F\R CCI
0.00 KC A 4.fi3 j� (2011)uCDOTID'iv+,6);F.scnla[eA?34'/��;F.NRCCI
43,fi20.00 M2 $ 3.7A $ 97,7f)ft.ft0 -31�'_'i�� (2011)NCDOT(D�ivl.?3,6),F,.calate-0224°o;E�1RCC1
9.262 00 KG $ 15.42 � 142,H2O 04 0.00' o (2006) FFG Co�t vvcalnted �0° o: F\R CCI
100 LS $ Ii6,419A6 $ 13fi,4194fi 0.00% 2006)FFC�Co��vs IteJ20°o:F\RCCI
17fi.00 M A �43A0 j� 9S,63fl40 63.150 (2011)uCDOTSta U-deAve;Ecl� .1�27%;ENRCCI
i oo �s s s� �za �e s sz,zza �e o.oni ¢ooa� Fec c��� �,�aia�en zo o: e�a cc�
4fi0.fl0 M3 $ 10599 S 48,i79i9 -0.14% (2011)uCDOTSta WdrAve;Ecl� d�,.24%;F.VRCC[
I 00 LS $ �5 � 16.R2 $ 3?,21 fi.82 ?f1411",,, (201 I) PnDOT Avz, Approa. 147 M2; 0_R I Area Adj_ � plied; Fscal d 2.24 0; F.NR CCI
20000 M? A ?654 5, 11,30R00 -ti9a?%��� (2011)NCDOTRiiR� Claasll(F.;[h�:�loniiicc �[m1:F.calated224"o:FNRCCI
I_00 LS $ 41.91R4(1 K 4191R40 35.97% (2011)uCDOT(onchdD��3�:F.�la�cA224°,o:F\RCCI
700 FA $ ?.19X_I6 $ 15787_I2 -493% (2011)�]CDOTSta �A 1^Av.;F_scl�teJ224°i�;E�RCC[
7-00 FA �A _il'?0 $ 16,ISSi7 0.00°o R006)FFGCnsic. I�rcd20°o:E\RCCI
627fi0 M? $ ?fi3 $ Ifi44?I -h3.01°�� (2011�NCDOT�Di�l�3_6),ECalucd22d"o;tiVRCCI
I Ofl LS $ 25.0011_00 $ 2L4,f10(7 00 Es� CY finm Plan.�
z6ft551900 KG A 9R5 �6 2C,452,ifi2_IS 0.00% Cos[RasedF_�timah;5ecx�arateslicet,e
77.?9700 KG �S 9-Si $ 764ii0_dS 0.00 o Cn.v R: dF_��imatc 5� uslic�[t
R7,403 00 KG A 9 RS $ 9fi0,919 SS 0,00°o Cos R. � I F_��[imaR S c e shcet,e
4R.i16.00 KG �K 9R5 $ 475,91L60 000% Cos R'. dEnmaR 5� usheua
I.00 LS % _OO.U00.00 $ ipp.ppp.00 O.OU"o Alluwencc[includa-0.131�cc7'at
CrendTOtal 5 265,RIfi3Ofil.l3 -�9G".�
D/6 Fer & Risk Cont $ 7,9�9.481.N7 -s.y'7�-„ D/U fcc i Risk is usswncd 3"�;
10% Contin�ency $ 37,-i77,iS4ip
Escalationromidpoint(27mos) $ �,9J9.49U.�?
Marked up 1'ohel 5 3UY,OY2,588.01 6.I�;t
llifference from
Quantih 20126aArr 2U726aAer Task2-1'Ifems
(Metric) Units L'nit Prlces Extended Value 1%1 Votes
I LS $ 155.87U.625.UU $ 155.87U,62S.U0 I �.'t�"„ Rcvis�:d Cost l3usal L's'nma[c Scc s'cpAr�[c �hcct (Notc 4 6clo�a')
94.903.00 M $ I,U40.61 $ 98.7S7,UIU.83 11.Oy% 1201I) PADOTBiU Itcm hiomrv, ORI A�ca Adi. aooli�d: liscalatcd 220."/„
0.00 KG $ 221 $ (3UI1)NCDO'fStatcWi�cArck:scalarcd2.;A'%;L\RCCL
4,480.OU EA $ 3,7UI.Uy $ 16,SN0,88}.yp 11.35%� (3011)NCDO'I'Sta[�Wi�cAvcGscelvtcd224'%;LNRCCL
7,62200 M ,'6 285.69 $ 13.605,129.18 132% (20111NCDOTSiaieWideAve;F,scaiaied3,24°b:ENRCCI
6,782-00 .'�A3 ,F 845.3i $ 14,186,663.70 7.07"0 (2011)NCDOTStaceWid.Ave;F,scal.��ed3-24%;FNRCCI
100 t�;n R 375.663.?3 ,$ 375,663.53 Q00% (2006)FEGCo,t.scal��M20%;FVRCCI
000 KG $ 221 $ (2011)VCDOTStxeeWideA�-e;Pscalx�aA2.24%;P_NRCCI
1.848-00 M $ 819.80 $ I S 14,997.79 0.00% (20U6) FEG Cosi escala�ed 20%; P_\R CCI
6,678.00 '.vl? $ 224 �6 643.It8.72 -�7;A°�o (2011)NCDOTSwreWidaAve;F.ncalewd324%aErRCCI
7,67J.00 M $ 52.6U $ 1,245,IU?.IL U.OU% (2V06)1�lGCostcscelatrd�0",'o;C\RCCI
3,673.00 M $ 3U.U5 $ 711.J26.}p U.UU% (2006)FEGCostcs'cnluta120"-�;L\RCCL
80 EA $ 2.253.y8 $ INU.}18.72 0.00% 13006) F1:G Cost cscelatcd 20%: k�.\R CCI
Lond T�st I.011 [n $ I OO,OU0.00 $ IOO,OOIIDU 0.00°fi Reccm quotc fi'om thi�d puiri.
,�S[eclRcbarinCu>s ',474,010.00 KG $ 9.85 $ Z4,3h8,99ft50 O.OfI% CostBanYlLtimatc;Sc��eparatasheets
>a S0.-��.I Rr6arin �i�k 13.7R2700.Oo KG � 9.85 ti 135.7.i9.i9.i_00 0.00"e Cua�� R�.al Fa�iimu�c: Sees�pzn�[cshec�s
CravATofal 5 fi15,qy4.A711.17 -0.7V'?;,
D/B Fee & Rixk CoN. $ 18 4hA.R7a-I I -u 79��a DB Fu�. �i Riek is asyumul3°io
10"/u ConHngencV % 6339?,9311 43
2.9 % Rscalation to midpoint (21 mo.r) $ 18?84.819-3?
�1arked up'CoGI 5 715,7q11,1154 �3 12.f11"f�
COMBIM1ED 175 y���,H PROJF.CT: 5 1,024,832,6AZ.53 IO.ID"��
NF.T IMPACT TO BOTTOM I.INF. ( RF,: ?-�): 5 94,683,9I8.26
NOtes
i AIl notes/clarificarions t}om"Cask I a> Iv unle,s noted othe�wiee.
_ Updare Task I estimate with coet baeed estimates for Segmental Bridge items (solicited cost detaii was obtainzd after Task I repo�t aubmiscion date), updared qnantiry fi�om 61,135 based on engineering plan review.
! U�Aared iask I estimare m revise vicin tor bid itam 9270 "Pot Bearin s'
4 U dared'I�ask I es[ima[e m revise labor ra[es used in [em oi m,truc[ion bid irems (2900 dc 291 U)
- bid item 419U now removes items chat were accounred for in�icem 4250 increase for "Cesk I.
NCDOT Please irview the B-250U Final RFP and addendunv, PCUHD2's He�t�er[ C Bonner Bridge Replacemenr Preliminary plans(see attached), and [he attached FH W A Tech memo (°Engineering and Cons2mcnon-Rela[ed l'asks
TASK � Technfcal Memorandi m for n'C L� Replacement oi7lerberl C 60 -r 6nd�;e'. date4l January 20�9) f r any otI cr poss6la m j -�ost fnducin� taaon ndded m the scope oiwurk for wI ich thc Ti il�, - Tma le do�: na .i�A� ess
41?-I2
37 of 64
D-240

General Summary for Construct and Remove Temporary Access, and Removal of Existing Bridge Items
Parallel Bridge
Item 2900 - Construct and Remove Temporary Access
Baker refined its original estimate as follows:
a) "Normalized" labor wage rates with current local wage determination. This refinement lowered
labor costs in all activities from the original conservative estimates, however because this item is
heavily weighted toward material and equipment costs, the net percentage impact was minimal.
b) Increased duration of marine crew to align more closely with Baker's construction schedule. Six
months of marine crew costs were added to assure coverage for pile driving, substructure and
superstructure construction of portion of bridge to be accessed via barges.
c) Reviewed dredging information provided and confirmed that original dredging cost estimate is
appropriate.
d) Added cost estimate for "Manpower Transport" to account for remote access. Assuming limited
vehicular access and parking in environmentally sensitive areas, costs were added to daily
transport trades from central staging areas to points of work, and back again.
The net change to the marked up estimated cost was approximately +1% ($48.60 million to $48.97
million)
Parallel Bridge
Item 2910 — Removal of Existing Bridge
a) No changes
Pamlico Bridge
Item 2900 - Construct and Remove Temporary Access
Baker refined its original estimate as follows:
a) "Normalized" labor wage rates with current local wage determination. This refinement lowered
labor costs in all activities from the original conservative estimates, however because this item is
heavily weighted toward material and equipment costs, the net percentage impact was minimal.
b) Reviewed dredging information provided and confirmed that no dredging is appropriate for this
scenario as access is exclusively from trestle.
c) Increased length of trestle slightly to account for additional fingers necessary to access
substructure units.
d) Added cost estimate for "Manpower Transport" to account for remote access. Assuming limited
vehicular access and parking in environmentally sensitive areas, costs were added to daily
transport trades from central staging areas to points of work, and back again.
The net change to the marked up estimated cost was approximately -3.6% ($161.62 million to $155.87
million).
38 of 64
D-241

NCDOT Bonner Bridge
Parallel Bridge Item p2900
Construct and Remove quantity rate burden labor material equipment sub 0
TemporaryACCess 1 ulsm
material ori[e as umptions
steel 1 Ib. $ 0.5� ENR 3/2012
steelsalvage 1 Ib. S 0.25 guess
lumber 1 bf $ 0.85 ENR 4/2012
aggregate 1 ton $ 15.00 guess
trestle
piles 750 $ 3,780.00 $ 2,835,000 $ 2,535,000
pae sai�age �so 5 �i,aeo.00� 5 (i,av,soo� 5 li,av,soo�
supersVUCture 6,000 lef. $ 558.0� $ 3,348,000 $ 3,348,000
supersVUCturesalvage�25%) 6,0�0 I.f. $ (139.50) $ (837,000) $ (537,000)
timber decking 2,304,00� bf $ O.SS $ 1,958,400 $ 1,958,400
handrall 12,00� I.f. $ 10.00 $ 120,000 $ 120,OQ0
welding, rigging & misc maYl 6,000 I.f. $ 100.0� $ 600,000 $ 600,000
na�i�og sso ioad 5 i,000.00 5 sso,000 3 sso,000
ne operaror i 3,00o nr 5 aa.00 5 ioz,000 3 ioz,000
e oner i a,000 nr 5 zzoo 5 si,000 5 ai,000
p�ie roremao i 3,o0o nr 5 eo.00 5 iso,000 3 ieo,000
p�iejo�roeymao 3 a,000 nr 5 sa.00 5 ase,000 5 aae,000
i a,000 nr 5 zzs.00 S e�s,000 5 e�s,000
pile hammer, leads, etc. 1 3,000 hr $ 125.00 $ 375,000 $ 375,000
weider i a,000 nr 5 is.00 S as,000 5 as,000
pump i s,000 nr 5 zs.00 5 �s,000 5 �s,000
dredge & dispase
labor 1 360,000 ry $ 75.0� $ 5,400,000 $ 5,400,000
equipmem i seo,000 cy 5 is.00 5 s,aoo,aoo 5 s,aoa,oao
$ 30.0� /ry (from MII, Lou P.)
haulroads
aggregate 5,185 ton 5 75.00 5 77,775 5 77,778
timber mats 42Q,000 bf $ O.SS $ 357,000 $ 357,000
isc drainage matl, geo, pipe 1 Is 5 50,000.04 5 5�,000 5 50,000
waste z,000 co� 5 s.00 5 io,000 5 io,000
do�er i z,000 hr 5 im.00 S zao,aoo 5 zaa,oao
excavacor i z,000 nr 5 iso.00 5 aoo,000 5 aoo,000
loader 1 2,00o hr 5 6o.00 $ 120,000 5 12o,000
criaxies i z,000 nr 5 ao.00 5 i5o,000 5 ieo,000
operator 3 2,000 hr 5 34.00 $ 204,000 $ 204,000
laborforeman 1 2,�00 hr $ 20.0� $ 40,000 $ 40,000
iaborer a z,000 nr 5 is.00 5 ios,000 5 zos,000
barne equipment
ge �w/w���n cyp��ap s s,000 nr 5 ss.00 5 z,zoo,000 5 z,zoo,000
material barge 4 5,000 hr $ 115.00 $ 2,300,000 $ 2,304,000
crane barge 4 5,�00 hr $ 265.0� $ 5,300,000 $ 5,300,000
tug 4 5,000 hr $ 225.00 $ 4,500,000 $ 4,500,000
captain 4 5,000 hr $ 34.00 $ 68�,000 $ 680,000
deck hand 4 5,000 hr $ 27.00 $ 540,000 5 54o,000
laborer 4 5,000 hr $ IS.00 $ 36�,000 $ 360,000
anpower transport
ans/6uses 4 7,000 hr $ 20.0� $ 560,000 $ 560,000
labor 50 875 hr $ 25.00 $ 1,093,750 $ 1,093,750
$ 39,176,428
labor material equlpment subcontractor
�osc 5 9,z�a,�so 5 �,esi,e�s S zz,zso,000 S mcai �osc 5 s9,ve,aza is
profit 15% 15% 15% 15% unitcost $ 39,176p28 Is
overhead 30% 10% 10% 30% markup 5 9,794,1o7 Is 25.0%
$ 2,318,688 $ 1,912,919 $ 5,562,500 $ unit price $ 48,970,535 Is
total price $ 48,970,535
notes: trestle
1 as me 46001.f. trestle and 20 fingers at 66 I.f, each, total 60001.f. of trestle, includes dock haul roads
2 useu24" pipe plles, 2 per pier, 16 ft. span = 6000 I.f. / 16 k. x 2= 750 piles 15 agree with assumption of 10001.f. of haul roads total north and south end
3 pipe piles 24" diam x 1/2" wall = 1261bs/I.f. 16 as me 2000 crew hours to build, maintain and remove
6 guess superstrucWre: cap beam 35 ft. x 15016s/ft +7 ea. stringers 18 ft. x 1001bs/ft 17 combination of aggregate and timber mats
5 superstructure per span =[�35 x 150) +�7 x 18 x 100�]/16 ft. = 111616s/I,f. 18 equipment rental rates current FHWA North Carollna Blue Book rates
6 decking 12" x 12" tlmber mats, e equipment
7 handrail guess 201bs./I.f. steel 19 as me barges and tugs for 2.S Years
8 as e rate of installation and removal of one 16 ft, span of trestle per day 20 equipment rental rates current FHWA North Carolina Blue Book rates
9 6000 I.f. / 16 ft. = 375 units to install and remove = 375 crew days x 8 hours/daY = 3�00 crew hours anpower transport
10 hauling assume 20 tons/load, 6000 tons steel +5000 tons timber (50 pcf) = SSO loads 21 as verage headcount of 50 for 3.5 years, average hourly rate of $25,
11 equlpment rental rates current FHWA North Carolina Blue Book rates 1 hour/day, 250 days/year = 875 hours
dredge & barge
12 as e of SOOO l.f. of water access
13 as me 3 years of dredging to keep channel open
14 as me 100 ft. wide channel x 4 ft. de th dred ed er ear= 120,000 c/ ear= 360,000 c total
39 of 64
D-242

NCDOT Bonner Bridge
Pamlim Bridge Item #2900
[onstruct and Remove quantity rate burden labor material equipment sub cost
TemporeryACCess 1 uls
RldtPfldl pfIC2 dS5llRIptIOf15
steel 1 Ib. $ O50 ENR 3/2012
steelsalvage 1 Ib. S 0.25 guess
lumber 1 bf 5 0.85 ENR 4/2012
aggregate 1 ton $ 15.00 guess
tresUe
piles 10,000 ea $ 3,780.00 5 37,800,000 $ 37,800,000
pile salvage 10,000 ea $ (1,890.00� $ (18,900,000) $ (18,900,000)
superstructure 80,000 I.f. S 558.00 5 44,640,000 $ 44,640,000
superstructure salvage (25�) 80,000 I.f. $ (139.50� $ (11,160,000) $ (11,160,000)
timber decking 30,720,000 bf 5 0.85 5 26,112,000 $ 26,112,000
handrail 160,000 I.f. $ 10.00 5 1,600,000 $ 1,600,000
welding, rigging & misc maYl 80,000 I.f. $ 100.00 5 8,000,000 $ 8,000,000
hauling 7,322 load $ 1,000.00 $ 7,322,000 $ 7,322,000
crane operator 1 40,000 hr $ 34.00 $ 1,360,000 $ 1,360,000
crane oiler 1 40,000 hr S 27.00 $ 1,080,000 S 1,080,000
pile foreman 1 40,000 hr $ 60.00 5 2,400,000 $ 2,400,000
pilejourneyman 3 40,000 hr S 54.00 5 6,480,000 S 6,480,000
crane 1 40,000 hr $ 225.00 $ 9,000,000 $ 9,000,000
pile hammer, leads, etc. 1 40,000 hr $ 125.00 $ 5,000,000 $ 5,000,000
welder 1 40,000 hr 5 15.00 5 600,000 5 600,000
pump 1 40,000 hr $ 25.00 $ 1,000,000 $ 1,000,000
manpowertransport
vans/tuses a io,000 nr S zo.00 5 soo,000 S aoo,000
labor 50 1,250 hr $ 25.00 $ 1,562,500 5 1,562,500
$ 124,696,500
labor material equipment submntractor
cos[ $ 12,882,500 $ 95,414,000 $ 16,400,000 $ totalcost $ 124,696,500 Is
profit 15% 15% 15% 15% unitcost $ 124,696,500 Is
overhead 10% 10% 10% 10% markup $ 31,174,125 Is 25.0%
5 3,220,625 $ 23,853,500 $ 4,100,000 $ - unitprice $ 155,8�0,625 Is
total pri<e $ 155,870,625
notes trestle
1 assume 14.8 miles, say 78,0001.f.+2,0001.f. of fingers so SO,OOO l.f. of tresHe to install and remove
Z if required to keep navigable channel open, build trestle half way, remove, build from other end (1/2 material cost, same labor/equip)
3 use24"pipepiles,2perpier,l6ft.span=80,0001.t./16ft.x2=10,000piles
4 pipe piles 24" diam x 1/2" wall = 1261bs/I.f.
5 guess superstructure: cap beam 35 ft. x 1501bs/ft. + 7 ea. stringers 18 k. x 1001bs/ft
6 superstruciure per span =[(35 x 150) + �7 x 18 x 100)]/16 fG = 1116 Ibs/I.f.
7 decking 12" x 12" timber mats,
8 handrail guess 201bs./Lf. steel
9 assume rate of installation and removal of one 16 ft. span of trestle per day
10 80,000 I.f. / 16 ft. = 5000 units to install and remove = 5000 aew days x 8 hours/day = 40,000 crew hours
11 hauling assume 20 tons/load, 82,440 tons steel +64,000 tons timber (50 pcf) = 73221oads
12 equipment rental rates current FHWA North Carolina Blue Book retes
manpower transport
13 assume average headcount of 50 for 5 years, average hourly rate of $25, 1 hour/day, 250 days/year = 1250 hours
erage headcount of 50 for 3.5 years, average hourly rate of 525,
1 hour/da , 250 da s/ ear = 875 hours
40 of 64
D-243

NCDOT Bonner Bridge
Parallel Bridge Item N2910
Removal of Existing Bridge quantity rate 6urden labor material equipment sub cost
1 uls
demo by unit mst
conaete demo labor 1 42,000 cy $ 87,50 $ 3,675,000 $ 3,675,000
concrete demo equipment 1 42,000 cy $ 87,50 $ 3,675,000 $ 3,675,000
$ 175.00 /cyguess
aluminum demo labor 1 28,000 I.f. S 10.00 5 250,000 $ 280,000
aluminum demo equipment 1 28,000 I.f. 5 10.00 5 280,000 $ 280,000
5 20.00 /I.f. guess
aluminumsalvage 1 Z80,000 Ib 5 (0.50) /Ibguess 5 (140,000) $ (140,000)
misc dams, bearings labor 1 1 Is S 500,000.00 $ 500,000 $ 500,000
misc dams, bearings equip. 1 1 Is $ 500,000.00 $ 500,000 $ 500,000
$ 1,000,000.00
$ 8,770,000
labor material equipment subcontractor
�osc 5 a,ass,000 $ �lao,000� 5 a,ass,000 5 mcai �on 5 g,no,000 is
profit 15% 15% 15% 15% unitcost 5 8,770,000 Is
overhead 30% 10% 10% 10% markup $ 2,192,500 Is 25.0%
$ 1,113,750 $ (35,000) $ 1,113,750 $ - unitprice $ 10,962,500 Is
total price S 10,962,500
notes: remove existing bridge
1 assume 2.S+miles in length, say 14,000 I.f., 32 ft. wide
2 asmme deck x-sec say 32 ft. wide, 9" thick, sidewalk 1 ft. x 1 ft., parapet is 1 k. x 3 k., haunches 5 sq. k. so 37 sq. k. X 14k / 27 = 19k cy deck
3 assume 4 beams, say 6 sq. k. x-section = 13k cy beams
4 assume substructure lOk cy
5 total 19k + 13k + lOk = 42k ry concrete to demolish & dispose
6 assume aluminum railing full length n.b. and s.b., 5 Ibs/Lf. tubing, plus 5 Ibs/Lf. brackets, mtal 101bs./Lf.
erage headcount of 50 for 3.5 years, average hourly rate of $25,
1 hour/da , 250 da s/ ear= 875 hours
41 of 64
D-244

NCDOT Bonner Bridge
Parallel Bridge Item #4190 -Precast Concrete Deck Segmei
Description Ea. Quantity Units
Sub Com onenl Aclivilies
20500 Casting Yard StaYf 1 LS
20500A Geom Conhal Staff I LS
20500A001 Cost of Land 1 LS
20500A003 Clear and Grub 1 LS
20500A005 Grade and L,evel 1 LS
20500A007 Stone Fill L LS
20500A009 Fencing 1 LS
20500�01 I Lights L LS
20500A015 Utility 1 LS
20500AOL7'I'railers 1 LS
20500A019 Expenses 1 LS
20500A021 Office Mach I LS
20500B01 Sct Up Rebar Jigs 1 LS
20500B02 Survey Platforms I LS
20500B03 Casting Machine Foundatio�s ] LS
20500B04 Cauopies 1 LS
20500B05 Gantry Crane Rail 1 LS
20500B06 Set-Up Casting Machines 1 LS
20500D Specialty Engi�eering I 1 LS
20500L Castin� Yard L'quip & Op's 1 LS
20500F Concrete Raw Material 38,918 M3 S
20500F Concrete Embeds 1
20500G03 Fom� Pier & end bent special 1
20500G05 Fonn typical seg's 1
20500H Pour Segments 1
205001 Clean & Rub Segments 1
20500K Store Segments 1
20500L DismanYle Casfing Yard 1
�- ORIGINAL FEG COST REPORT as baseline
COST Burden COST Material Equipment Cost
$ 1,690,495 $ 1,690,495
$ 831,532 $ 831,532
$ 1,000,000 $ 1,OOQ000
$ 37,875 $ 37,875
$ 163,872 $ 163,872
$ 537,584 $ 537,584
$ 89,763 $ A9,763
$ 63,125 $ 63,125
$ 26,750 $ 26,750
$ 96,525 $ 96,525
$ 141,775 $ 141,775
$ 53,500 $ 53,500
$ 9Q552 $ 90,552
$ 17,935 $ 17,935
$ 217,679 $ 217,679
$ 53,545 $ 53,545
$ 535,045 $ 535,045
$ I60,180 $ 16Q1R0
$ 1,000,000 $ 1,000,000
$ 3,912,416 $ 3,912,416
]90.00 � 7,394,458.00 $ 7,394,45R
$ J,212,013 $ 1,2I2,013
$ A25,739 $ 425,739
$ 4,95Q444 $ 4,950,444
$ 1,206,379 $ 1,206,379
$ 945,781 $ 945,781
$ 66,918 $ 66,918
$ 150,302 $ 150,302
R -
$
Subtotals $ 18,465,711 $ 7,394,458 $ 1,212,013 $ 27,072,182
Profit I S %
Notes: Overhead 12%
1 HCSS Cost Report Cor paralleL aligmnenY ltem 4190 has several componenC activities Markup $ 7,341,976
2 This spreadsheet confi�ms [hese items total up to die D[RECT COST Grand Total $ 34,414,158
This spreadsheet caLculates the blended overhead % from the B[D TOTALS
BID ITEM $ 34,416,920
42 of 64
D-245

NCDOT Bonner Bridge
Parallel Bridge Item #4790 -Precast Concrete Deck Seg�
Description Ea. Quantity Units
Delele Castr��g Yard Se/u Cas[
20500 Casting Yard Staff 1 LS
20500A Geom Conhal Staff I LS
?-(}?f3E}RH�3�1--C' �.-�.�����' am# 1 LS
_ _ 1 LS
,�������,:�_.., .._,t....,,, 1 LS
. .�� 1 LS
_—�„-«,o � -.--aaa..:g 1 LS
_ 1 LS
�� 1 LS
��R� 1 LS
?^�^��s�, 1 LS
_ . 1 LS
. °°'- 1 LS
.. - 1 LS
n.��.�..�r� ..,i..� 1 LS
?9�BN�84�arie�ies 1 LS
1 LS
� 1 LS
20500D Specialry Engineering � 1 LS
20500E Casting Yard Equip & Op's Q� LS
20500F Concrete Embeds
20500G03 Fom� Pier & end bent special
20500G05 Fonn typical seg's
20500H Pour Segments
205001 Clean & Rub Segments
20500K Store Segments
subtotal
labor/incide��tals escalation
1
1
1
1
1
1
1
; - MODIFI�D COST BASED �STIMATE
COST Burden COST Material
$ 1,69Q495
$ 831,532
� -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
� -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ 1,000,000
$ 3,912,416
$ A25,739
$ 4,95Q444
$ 1,206,379
$ 945,781
$ 66,918
$ -
S 14,285,510
S 2,857,101.93
Materia! Cast - Concrete
20500F Concrete 2aw Materia] 38,918 M3 $ 190.00 S 7,394,458.00
material escalation 8.3 % $ 613,740.01
Subtotals $ I5,029,704 � 25,150,810
Notes:
1 deLete casting yard component activities - These i[ems are now included in Itcm 4250 Segmenfal Cas[ing Equipmen[
2 20500E Casting Yard Equip & Operalions is shared with other projccts at producer
3 take half of these items. And attribute to this project.
4 Profit Margin Increased by 10%: accounts for Prime Contractor Profit on top of Precaster Profit
5 Raw Material Concrete escalated 83% Nov 2006 to March 2012 Bereau Labor Statistics PPI for Ready Mix Concrete
6 Labor/ Incidentals escalated 20% ENR-PPI
D-246
ment
$ J,212,013
Cost
$ 1,690,495
$ 831,532
9� -
$ -
R -
$ -
$ -
$ -
R -
$ -
$ -
$
R -
$
R -
$ -
$ -
$ -
$ 1,000,000
X I.I�C,.208
$ 1,2I2,013
$ 425,739
$ 4,950,444
$ 1,206,379
$ 945,781
$ 66,918
$ -
$ 2,857,102
$ 7,394,458
$ 613,740
$ 1,212,013 $ 25,I50,810
Profit __ ��
Overhead 12%
Markup $ 9,335,981
Grand Total $ 34,456,790
RATE $ 8S6
$/M3
43 of 64

NCDOT Bonner Bridge
Parallel Brid e Cost Worksheet for: Item #419] - Frect PC dk se s
Descri tion Quantity Units Rate Rurden I,abor Materinl F, ui ment Cust
DIRECT COST from FEG COST REPORT $ 14,974,92C
BID li'EM = 4191
Crane Prices deduci
Ac[ivity 21100K - Grect Picr Se�nents
Manitowoc4100Gane -6100 HRS $ 126.ft6 $ (811,904)
Activi 21 J OOL - Ereci Bal Cani Se s
Manitowoc4100Crane -4406 ❑RS $ 126.R6 $ (558,945)
Se�men� Trans �ort h>> Trt�ek - deduct
Delete toadin � and truckine
Activiry?1700F] 7 Ga. $ (2,3IR,204A0) $ (2,318,204)
lnjlate remainder (a, 10� ENR CC/ Suhtotals 0 0 0$ 11,2R5,873
Inflateremainder a120% ENRCCI 20%
Markup $ 2257,175
Subtotal $ 13,�43,047
1072 Crnne Prices - odd
Ac[ivi[V 21 100K - Hrect Pier Seemcnts
Manitowoc 4100 Gane 6400 HRS $ 291.80 $ 1,867.520
Ac[ivi 21100L - 8rect Bal Can[ Se s
Manitowoc 4100 C�2ne 4406 HRS $ 291.80 $ 1,285,671
20/1 Se men� Trans �ort by Bar�Qe - odd
add bar e se meni trans ort 87 Tri $ 50,000.00 $ 4,3�0,000
Subtotals $ 5 $ $ 21.046238
Profit IS%
Overhead 10 %
Markup $ 5261,�60
Grand To[al $ 26,307,795
Unit=M3 38,9I8.2 M3 UNIT $ 676
$IM3
Notes:
1 Barge tri rates from Baysho2 concrete
2 Bar c can hold I800 Tons of se2ments or I50 fee[ max
3 Presume I( se � ment� er barge 75 tu�is each segmene
4 $6Q000 er tow in Bluc Wa[er (inclodii� � Ove�fiead)
5 $SO,OOO.ertowinlntrrcosealWateiway(includin Ove�i�ead)
6 sue $SQ000 averaQe er tow (without Overhead)
7 Total se ments= 1419 inte al (25)= 1394
8 Cranc Rates revised for Blue Book Values
9 assumes blue book rute is com. arvble to DIRI3CT COST rate
10 Acbvi[ies Refere��ce FEG COS'I REPOR'I
44 of 64
D-247

SO No.: Bonner Bridge Estimate
Subject : Task 2, Item � Addendum to Task 1 Estimate
Parallel Bridge Segment Breakdown
Computed By. GDS Date: 5/2/2012 Checked by: Date:
Substructure; Precast Piers
ref: PB plan sheets:
Pier
#
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
CAP
# pcs•
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Stem
# pcs•
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
3
4
5
5
5
CONC
m^3
17.4
22.3
24.9
25.1
25.5
25.1
25.1
25.1
25.2
25.1
25.1
25.1
25.5
25.1
25.1
24.1
24.9
24.9
26.4
31.6
25.6
17.2
28.8
45.7
65.7
94.2
91.2
103.1
� �:
CHECK QTY and TOTAL SEGMENT NUMBER FOR
CASTING CELL NEEDS
37, 177-207
45 of 64

SO No.: Bonner Bridge Estimate
Subject : Task 2, Item G Addendum to Task 1 Estimate
Parallel Bridge Segment Breakdown
Computed By. GDS Date: 5/2/2012 Checked by: Date:
Pier
#
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
CAP
# pcs•
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
53
Hollow
# pcs•
5
5
6
5
5
5
5
6
5
5
5
5
6
5
5
5
5
5
3
2
2
2
2
1
1
152
SEGMENTS
CAST
Plan Quantity
3088.4 m^3
FEG Estimate Qty
3181.3 m^3
total
m^3
101.3
99.3
114.2
99.3
101.3
99.3
114.2
99.3
101.3
101.3
99.3
114.2
99.3
101.3
103
90.5
92.9
62.2
37.3
42.3
52
39.5
26.8
16.7
16.7
2994.9
m^3
D-249
46 of 64

SO No.: Bonner Bridge Estimate
Subject : Task 2, Item G Addendum to Task 1 Estimate
Parallel Bridge Segment Breakdown
Computed By. GDS Date: 5/2/2012 Checked by: Date:
Substructure; Precast Piers CHECK PICK WEIGHT FOR CRANES SIZED
ref: PB plan sheets: 37, 177-207
tvpical P/C/ column sesment
(max height segment)
Area
Volume
tVpical P/C/ column cap
Area
# pcs. height height m^3
Hollow mm ft
1 3950 13.0 23.5
2.4 x 5.8 =
1.6 x 5.0 =
5.9
m^2
SOLID 1150
2.4 x
0 x
x 4.0 =
m
3.8 16.1
5.8 =
0.0 =
14.0 m^2 x 1.2 =
m
CASTING CELL NEEDS
205 total segments (substructure piers)
53 caps
152 hollow
typical are full depth
have a variable and a fulldepth and a cap form
use =_> 3 casting forms for substructure
D-250
16.1
m^3
pick
CY weight
Ton
30.7 62.2
14.0 m^2
8.0 m^2
5.9
23.5
m^3
21.1 42.6
Ton
14.0 m"2
0.0 m^2
14.0 m"2
pick
weight
21.0 42.6
CY Ton
47 of 64

SO No.: Bonner Bridge Estimate
Subject : Task 2, Item G Addendum to Task 1 Estimate
Parallel Bridge Segment Breakdown
Computed By. GDS Date: 5/2/2012 Checked by: Date:
Superstructure; Precast Deck Se�ments
CHECK PICK WEIGHT FOR CRANES SIZED
typical superstructure se�ment
typical bent (pier) superstructure segment
expansion bent (pier) superstructure se�ment
Max variable depth superstructure se�ment
Inte�ral bent superstructure segment
m^3 CY
27.7 36.2
pick
weight
73.4
Ton
pick
m^3 CY weight
31.6 41.3 83.7
Ton
m^3 CY
26.0 34.0
m^3 CY
28.3 37.0
m^3
35.2
D-251
CY
46.0
pick
weight
68.9
Ton
pick
weight
75.0
Ton
pick
weight
93.2
Ton
�: � •�

SO No.: Bonner Bridae Estimate
Subject : Task 2, Item G Addendum to Task 1 Estimate
Parallel Bridge Segment Breakdown
Computed By. GDS Date: 5/2/2012 Checked by: Date:
Parallel Bridge Item #4191
# 3.6m 1.8/2.4 EJ # 2.4 deep total #
Description Units Span Len. M Len. M segments segments segments segments
1 1 37 9 1 0 10
2 61 16 1 0 17
3 61 16 1 0 17
4 61 16 1 0 17
5 37 9 2 0 11
Unit 1 totals 257
2 6 37 9 1 0 10
7 61 16 1 0 17
8 61 16 1 0 17
9 61 16 1 0 17
10 61 16 1 0 17
ll 61 16 1 0 17
12 61 16 1 0 17
13 37 9 2 0 11
Unit 2 totals 440
3 14 37 9 1 0 l0
15 61 16 1 0 17
16 61 16 1 0 17
17 61 16 1 0 17
18 61 16 1 0 17
19 61 16 1 0 17
20 61 16 1 0 17
21 37 9 2 0 11
Unit 3 totals 440
4 22 91 16 3 ll 30
23 122 18 2 22 42
24 122 18 2 22 42
25 122 18 2 22 42
26 91 16 3 11 30
Unit 4 totals 548
5 27 91 16 3 11 30
28 122 18 2 22 42
29 122 18 2 22 42
30 122 18 2 22 42
31 91 16 3 ll 30
Unit 5 totals 548
6 32 91 16 3 11 30
33 122 18 2 22 42
34 122 18 2 22 42
35 122 18 2 22 42
36 91 16 3 11 30
Unit 6 totals 548
49 of 64
D-252

SO No.: Bonner Bridge Estimate
Subject : Task 2, Item G Addendum to Task 1 Estimate
Parallel Bridge Segment Breakdown
Computed By. GDS Date: 5/2/2012 Checked by: Date:
7 37 91 16 3 11 30
38 122 18 2 22 42
39 122 18 2 22 42
40 122 18 2 22 42
41 91 16 3 ll 30
Unit 7 totals 548
8 42 91 16 3 11 30
43 122 18 2 22 42
44 122 18 2 22 42
45 122 18 2 22 42
46 91 16 3 11 30
Unit 8 totals 548
9 47 91 16 3 11 30
48 122 18 2 22 42
49 91 16 3 ll 30
Unit 9 totals 304
10 50 37 9 1 0 10
51 61 16 1 0 17
52 61 16 1 0 17
53 50 13 1 0 14
54 35 8 3 0 11
Unit 10 totals 244
total bridge length 4425 836 99 484 1419
meters segments segments segments total #
segments
50 of 64
D-253

SO No.: Bonner Bridge Estimate
Subject : Task 2, Item G Addendum to Task 1 Estimate
Parallel Bridge Segment Breakdown
Computed By. GDS Date: 5/2/2012 Checked by: Date:
CASTING YARD EQUIPMENT
1 assume 2 pier segment cell
2 assume 2 Expansion joint segment ccll
3 assume 3 shallow typical segment cell
4 assume 3 deep typical s�gment cell
5
6
7
8
9
10
11
12
13
14
15
16
17
PRODUCTION RATES
1 pier segment per cell per week
1 expansion jt segment per cell per wcek
3 typica13.6m segment per cell per week
2 deviator 3.6m segment per cell per week
2 typica12.4m seginent per cell per week
2 deviator 2.4m se �ng lent per cell per week
weeks of casting
(full production)
weeks of casting
(add 30% for learning curve - ramp up)
x 2
81
105
= 2
2
4.5
3
3
3
17.5
segments cast per wk
3.5 /day
two years
ERECTION RATES
build one cantilvers at a time.
two headings: need two Manitowok 4100 cranes plus a lighter duty crane for other support
18 days per month factoring bad weather and holidays
erect 2.5 precast segments per heading per day
total segments = 1419 segments
18days x 2 headings x 2.5 segments per heading = 90 segmets per month
1419 segments / 90 segmets per month 15 months
15% increaseforlearning curve
18 months erection time using two cranes.
FEG estimate of 6400 hrs is confirmed.
D-254
51 of 64

d
N
�
�
Bonner Bridge - Cost Estimate Evaluation
CONCEPTUAL CONSTRUCTION SCHEDULE - PARALLEL
BRIDGE - SEGMENTAL ITEMS
cn
N
0
�
rn
�
Notes:
1. Assumed Contract Duration = 5 years from April 2012
similar to reference project B-2500 Item C Bid Summary
Letting Date JULY 19, 2011
FINAL COMPLETION NOV 16 2016
2. Durations indicate approximate available time and sequcnce
3. acceleration possible by doubling crews & equipment for most operations
4. Only items for Segmental Bridge Elements critical path included

��
'.Ja�
300
250
<o
�
rn
T 200
3
�
O
O
V!
C
O
�
d
R 150
m
0
U
U'i
W
O
�-n
�
�
100
50
Jai
COn$truCt��n �tem Chal ` °Ready Mixed Concrete
-Hot-Rolled Bars, Plates, & Structural Shapes
� Fabricated Steel Plate
uace

d
�
N
CS�
V
cn
�P
O
�
rn
�
Chanqes in PPIs for Specific Construction Inputs
http://www.bls.qov/ppi/home.htm
Notes:
(1) PPI index values provided for each month in years 1998-2008, when provided by BLS
(2) All indexes subject to revision four months after original publication.
(3) Values are not seasonally adjusted
WPU1333 -- Ready Mixed Concrete
9. � .- �- .-
136.1 136,5 136.7 139.4 139.8 140.6 141.2 141•1 141•1 141 141.1 141.1 139.7
142.1 142.4 142.5 143.3 144.1 143.5 143.5 143.3 143.6 143.8 143.8 143.3 143.2 1.56%
145.4 145.1 145.7 147 146.8 147.6 147.3 147.5 148.8 148.5 148 148.1 147.1 3.35%
147.6 149.6 149.5 150.2 151 148.7 150.4 150.6 151.4 151.4 151.6 151.8 150.3 2.50%
152.1 149.9 149.9 150.5 150.4 150.1 149.9 149.8 150.3 149.8 149.5 150.1 150.2 -1.12%
150.2 150.1 150.6 150.7 150.7 150.6 150.4 150.9 150.5 150.8 151.9 151.8 150.8 1.13%
153.8 155.9 155 155.2 155.6 156.6 157.1 159 162.3 163.6 164.7 165 158.7 8.70%
170.7 172.3 173.6 174.5 175 175.3 179.2 180 181.7 181.9 183.9 183.7 177.7 11.33%
193.4 195.9 195.9 197.2 197.5 197.9 200.1 200.3 200.6 200.9 201.8 202.2 198.6 10.07%
206.2 206.7 207.6 207.3 206.7 206.7 207.3 207.3 207.5 206.7 208 208.4 207.2 3.07%
210 209.9 210.2 210.7 211.5 212.2 212 211.7 213.7 215.5 216.5 217.1 212.6 4.17%
222.2 222.1 220.2 218.6 218.1 218.3 218.1 216.5 216.2 214.5 214.1 214.8 217.8 -1.06%
214.6 214.2 214.4 212.7 212.2 212.3 212.4 211.4 211.1 211.2 212.1 212.2 212.6 -1.21%
212.3 211.4 211.4 210.3 210.6 210.9 211 210.6 211 211 212.6 213.5 211.3 0.61%
� >_?5 11-.� Z15.1
For Concrete raw material Supply, us an esc�lation of 215.1/ 198.G = 1.083 =+8.3%
Page-1

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Common Labor Index History - as of May 20�2 view au Nistorica� �ndices »
Text size: A l4
ENR'S COMMON LABOR INDEX (1990-2012)
YEAR JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
2012 19472 19537 19686 19686 19686
2011 19079 19134 19162 19166 19166 19209 19256 19256 19424 19400 19466 19466
2010 18502 1S53S 1S53S 18538 18698 18744 18891 18892 18836 19038 19103 17193
2009 18016 15016 18016 18016 18162 18201 18201 18217 18296 18335 18335 15467
2008 17084 17097 17097 17097 17128 17137 17231 17399 17779 17976 17976 17976
2007 16521 16521 16521 16534 16694 16694 16�01 16831 16946 16946 17084 17084
2006 15943 16018 16045 16045 16045 16045 16065 16065 16173 16489 16515 16521
2005 15284 15290 15290 15306 15408 15447 15474 15658 15829 15831 15921 15921
2004 14684 14702 14516 14845 14845 14884 14900 15038 15239 15247 15247 15284
2003 14075 14241 14241 14264 14264 14417 14432 14493 14518 14551 14566 14566
2002 13669 13669 13745 13727 13772 13812 14003 14003 14003 14003 14021 14021
2001 13066 13066 13073 13109 13113 13168 13282 13300 13397 13411 13461 13461
2000 12547 12552 12657 12687 12746 12795 12795 12827 12827 12941 12979 13063
1999 12243 12243 12243 12288 12288 12373 12426 12426 12489 12509 12516 12547
1998 11835 11859 11909 11909 11909 11960 12043 12058 12117 12201 12230 12233
1997 11572 11551 11582 11582 11670 11682 11727 11753 11766 11�88 11530 11835
1996 11316 11332 11332 11341 113�8 11420 11456 11509 11539 11563 11568 11572
1995 11010 11024 11024 11033 11052 11052 11177 11238 11243 11292 11294 11316
1994 10719 10719 10719 10763 10777 10833 10868 10921 10967 10981 11002 11002
1993 10395 10395 10425 10425 10425 10430 10541 10546 10655 10666 10675 10719
1992 10071 10071 10125 10159 10171 10171 10236 10354 10385 10385 10395 10395
1991 9796 9793 9794 9796 9884 9921 9987 10013 10039 10057 10071 10071
1990 9543 9543 9553 9553 9568 9608 9615 9684 9745 9745 9796 9796
SOUP.CE FOR THE DATA HERE
�
inflation
November 200G to May 201 Z
19G8G / i G515 = 19.2%
D-258
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Skilled Labor Index History � ENR: Engineering News Record � McGraw-Hill Construction Page 1 of 2
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Skilled Labor Index History - as or May 20�2 View all Historical Indices �
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ENR'S SKILLED LABOR INDEX (1990-2012)
YEAR JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
2012 8809 8820 8848 8848 8848
2011 8644 8644 8644 8652 8652 8711 8725 8745 8763 8773 8793 8800
2010 8356 8391 8391 8391 8437 8449 8494 8499 8517 8593 8634 8645
2009 8112 8112 8112 8112 8171 8191 8200 8240 8251 8255 8255 8356
2008 7796 7796 7796 7803 7818 7815 7846 7861 7975 8103 8105 8107
2007 �459 7459 7464 7466 75�9 7579 7590 �644 7701 7718 7793 7796
2006 7201 7207 7209 7213 7213 7213 7218 7224 7266 7416 7450 7459
2005 6912 6926 6926 6926 6972 6981 6997 7065 7157 7164 7199 7199
2004 6644 6660 6672 6672 6672 6698 6717 6728 6838 6874 6878 6912
2003 6366 6393 6411 6421 6426 6487 6515 6553 6569 6596 6604 6616
2002 6097 6097 6109 6109 6148 6166 6242 6264 6291 6306 6333 6338
2001 5874 5874 5874 5892 5906 5948 5978 5984 6052 6065 6065 6067
2000 5641 5650 5676 5676 5714 5735 5750 5764 5770 5812 5817 5873
1999 5474 5474 5474 5489 5495 5521 5548 5545 5589 5596 5605 5635
1998 5294 5314 5317 5317 5317 5345 5369 5387 5416 5463 5471 5473
1997 5177 5177 5179 5152 5203 5203 5231 5263 5267 5280 5285 5294
1996 5016 5020 5020 5028 5039 5060 5075 5123 5133 5160 5164 5177
1995 4881 4892 4894 4903 4909 4909 4945 4967 4982 4998 5017 5016
1994 4766 4764 4764 4776 4782 4806 4816 4835 4865 4878 4578 4880
1993 4653 4653 4665 4665 4665 4662 4720 4720 4749 4757 4762 4766
1992 4539 4529 4536 4542 4553 4555 4593 4627 4639 4642 4551 4653
1991 4389 4387 4387 4390 4421 4440 4475 4493 4504 4520 4539 4539
1990 4242 4242 4248 4250 4267 4308 4310 4332 4372 4374 4387 4389
SOIJP.CE FOR THE DATA HERE
inflation
November ZOOG to May 201 Z
8848 / 7450 = 18.7%
D-259
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�
Print Date Wed 18 April 2012
Cn
v
0
�
rn
�
Time 09:31:10
Labor OBNC: Outer Banks NC Labor Library 2012-04-06
New Report Title Page
Outer Banks North Carolina Labor Library. Labor rates based on Wage Determination NC120065 - 01/06/2012 NC65, obtained from
www.wdol.gov/wdol/scafiles/davisbacon/NC65.dvb
This report is not copyrighted, but the information contained herein is For Official Use Only.
Currency in US dollars

Print Date Wed 18 April 2012
Description
2012 Labor Listing
Building Workers
Asbestos Worker
Asbestos Workers
LaborCost1
Bricklayers / Masons
Bricklayers
LaborCost1
Bricklayers, (Semi-Skilled)
LaborCost1
Tile Mozaic/Terrazzo Workers
d LaborCost1
N
� Tile Layers, (Floor)
LaborCost1
Tile Layers, (Semi-Skilled)
LaborCost1
Carpenters
Carpenters
LaborCost1
Pile Drivers
LaborCost1
Cement Finishers / Plasters / Lathers
Cn
� Cement Finishers
0
� LaborCost1
�
�P
Lathers
LaborCost1
Time 09:31:10
Labor OBNC: Outer Banks NC Labor Library 2012-04-06
New Report 2009 Labor Listing Page 1
LaborRate JBaseWage Travel TaxableFringe NonTaxFringe Subsistence
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
LaborCost1 27.13 0.00 13.13 1.00 0.00
0.00 0.00 0.00 0.00 0.00
LaborCost1 19.38 0.00 8.73 1.00 0.00
LaborCost1 19.38 0.00 8.73 1.00 0.00
LaborCost1 19.38 0.00 8.73 1.00 0.00
LaborCost1 19.38 0.00 8.73 1.00 0.00
LaborCost1 19.38 0.00 8.73 1.00 0.00
0.00 0.00 0.00 0.00 0.00
LaborCost1 15.66 0.00 1.37 1.00 0.00
LaborCost1 24.95 0.00 9.75 1.00 0.00
0.00 0.00 0.00 0.00 0.00
LaborCost1 14.02 0.00 0.00 1.00 0.00
LaborCost1 18.13 0.00 1.31 1.00 0.00
Currency in US dollars

Print Date Wed 18 April 2012
Description
Plasters, (Semi-Skilled)
LaborCost1
Plasters
LaborCost1
Electricians
Electricians
LaborCost1
Operating Engineers
Equip. Operators, Crane/Shovel
LaborCost1
� Equip. Operators, Light
N LaborCost1
�
N
Equip. Operators, Medium
LaborCost1
Equip. Operators, Oilers
LaborCost1
Outside Workers
Outside Equip. Operators, Light
LaborCost1
Glazers / Painters / Paperhangers
Glaziers
� LaborCost1
�
o Painters, Ordinary
� LaborCost1
Laborers
Time 09:31:10
Labor OBNC: Outer Banks NC Labor Library 2012-04-06
New Report 2009 Labor Listing Page 2
LaborRate JBaseWage Travel TaxableFringe NonTaxFringe Subsistence
LaborCost1 18.13 0.00 1.31 1.00 0.00
LaborCost1 18.13 0.00 1.31 1.00 0.00
0.00 0.00 0.00 0.00 0.00
LaborCost1 17.10 0.00 1.47 1.00 0.00
0.00 0.00 0.00 0.00 0.00
LaborCost1 19.25 0.00 2.37 1.00 0.00
LaborCost1 14.71 0.00 2.33 1.00 0.00
LaborCost1 19.25 0.00 2.37 1.00 0.00
LaborCost1 14.71 0.00 2.33 1.00 0.00
0.00 0.00 0.00 0.00 0.00
LaborCost1 14.71 0.00 2.33 1.00 0.00
0.00 0.00 0.00 0.00 0.00
LaborCost1 14.36 0.00 1.97 1.00 0.00
LaborCost1 14.36 0.00 1.97 1.00 0.00
0.00 0.00 0.00 0.00 0.00
Currency in US dollars

Print Date Wed 18 April 2012
Description
Laborers, (Semi-Skilled)
LaborCost1
Skilled Workers
LaborCost1
Pipefitters / Plumbers
Plumbers
LaborCost1
Sprinkler Installers
LaborCost1
Steam/Pipefitters
LaborCost1
� Iron Workers
N
W Rodmen, (Reinforcing)
LaborCost1
Structural Steel Workers
LaborCost1
Welders, Structural Steel
LaborCost1
Roofers
Roofers, Composition
LaborCost1
Roofers, (Semi-Skilled)
oLaborCost1
� Sheet Metal Workers
� Sheet Metal Workers
Sheet Metal Workers
Time 09:31:10
Labor OBNC: Outer Banks NC Labor Library 2012-04-06
New Report 2009 Labor Listing Page 3
LaborRate JBaseWage Travel TaxableFringe NonTaxFringe Subsistence
LaborCost1 10.29 0.00 1.82 1.00 0.00
LaborCost1 10.57 0.00 0.67 1.00 0.00
0.00 0.00 0.00 0.00 0.00
LaborCost1 17.34 0.00 2.09 1.00 0.00
LaborCost1 17.34 0.00 2.09 1.00 0.00
LaborCost1 23.90 0.00 9.25 1.00 0.00
0.00 0.00 0.00 0.00 0.00
LaborCost1 18.75 0.00 5.62 1.00 0.00
LaborCost1 18.75 0.00 5.62 1.00 0.00
LaborCost1 18.75 0.00 5.62 1.00 0.00
0.00 0.00 0.00 0.00 0.00
LaborCost1 13.55 0.00 0.80 1.00 0.00
LaborCost1 13.55 0.00 0.80 1.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
Currency in US dollars

Print Date Wed 18 April 2012
Description
LaborCost1
Teamsters
Truck Drivers, Heavy
LaborCost1
Truck Drivers, Light
LaborCost1
Elevator
Elevator Constructors
LaborCost1
Field Office Workers
Field Office Management Personnel
� Personnel Clerks
N LaborCost1
,�p Field Engineering Personnel
Engineers, Project
LaborCost1
Engineers, Quality Control
LaborCost1
Schedulers
LaborCost1
Field Safety, Security, and Fire Personnel
Safety Engineers
LaborCost1
�
�-' Engineers
O
�
� Environmental Engineer
LaborCost1
Time 09:31:10
Labor OBNC: Outer Banks NC Labor Library 2012-04-06
New Report 2009 Labor Listing Page 4
LaborRate JBaseWage Travel TaxableFringe NonTaxFringe Subsistence
LaborCost1 13.09 0.00 1.28 1.00 0.00
0.00 0.00 0.00 0.00 0.00
LaborCost1 12.50 0.00 1.21 1.00 0.00
LaborCost1 12.50 0.00 1.21 1.00 0.00
0.00 0.00 0.00 0.00 0.00
LaborCost1 42.09 0.00 20.35 1.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
LaborCost1 13.21 0.00 2.87 0.00 0.00
0.00 0.00 0.00 0.00 0.00
LaborCost1 24.62 0.00 2.87 0.00 0.00
LaborCost1 19.95 0.00 2.87 0.00 0.00
LaborCost1 24.62 0.00 2.87 0.00 0.00
0.00 0.00 0.00 0.00 0.00
LaborCost1 19.95 0.00 2.87 0.00 0.00
0.00 0.00 0.00 0.00 0.00
LaborCost1 100.00 0.00 0.00 0.00 0.00
Currency in US dollars

Print Date Wed 18 April 2012
Description
Regested Proffessional engineer
LaborCost1
Outside (General) Workers
Carpenters
Outside Carpenters
LaborCost1
Electricians
Outside Electricians
LaborCost1
Operating Engineers
Outside Equip. Operators, Heavy (Group1)
LaborCost1
� Outside Equip. Operators, Medium
�i LaborCost1
Outside Equip. Oilers
LaborCost1
Laborers
Outside Laborers, (Semi-Skilled)
LaborCost1
Iron Workers
Outside Steel Workers
LaborCost1
Teamsters
�
N Outside Truck Drivers, Heavy
0
� LaborCost1
�
�P
Time 09:31:10
Labor OBNC: Outer Banks NC Labor Library 2012-04-06
New Report 2009 Labor Listing Page 5
LaborRate JBaseWage Travel TaxableFringe NonTaxFringe Subsistence
LaborCost1 200.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
LaborCost1 14.21 0.00 0.41 1.00 0.00
0.00 0.00 0.00 0.00 0.00
LaborCost1 17.10 0.00 1.47 1.00 0.00
0.00 0.00 0.00 0.00 0.00
LaborCost1 19.25 0.00 2.37 0.00 0.00
LaborCost1 14.71 0.00 2.33 1.00 0.00
LaborCost1 14.71 0.00 2.33 1.00 0.00
0.00 0.00 0.00 0.00 0.00
LaborCost1 10.57 0.00 0.67 1.00 0.00
0.00 0.00 0.00 0.00 0.00
LaborCost1 18.75 0.00 5.62 1.00 0.00
0.00 0.00 0.00 0.00 0.00
LaborCost1 12.50 0.00 1.21 1.00 0.00
Currency in US dollars

USACE - Civil Works Construction Cost Index - 3/31/2012
CWBS - FEATURE CODES
02 RELOCATIONS
03 RESERVOIRS
04 DAMS
OS LOCKS
06 FISH & WILDLIFE FACILITIES
07 POWER PLANT
08 ROADS, RAILROADS & BRIDGES
09 CHANNELS & CANALS
10 BREAKWATER & SEAWALLS
11 LEVEES & FLOODWALLS
12 NAVIGATION PORTS & HARBORS
13 PUMPING PLANT
14 RECREATION FACILITIES
15 FLOODWAY CONTROL & DIVERSION STRUCTURE
16 BANK STABILIZATION
17 BEACH REPLENISHMENT
18 CULTURAL RESOURCE PRESERVATION
19 BUILDINGS, GROUNDS & UTILITIES
20 PERMANENTOPERATINGEQUIPMENT
COMPOSITE INDEX (WEIGHTED AVERAGE)
CWBS - FEATURE CODES
02 RELOCATIONS
03 RESERVOIRS
04 DAMS
OS LOCKS
06 FISH & WILDLIFE FACILITIES
07 POWER PLANT
08 ROADS, RAILROADS & BRIDGES
09 CHANNELS & CANALS
10 BREAKWATER & SEAWALLS
11 LEVEES & FLOODWALLS
12 NAVIGATION PORTS & HARBORS
13 PUMPING PLANT
14 RECREATION FACILITIES
15 FLOODWAY CONTROL & DIVERSION STRUCTURE
16 BANK STABILIZATION
17 BEACH REPLENISHMENT
18 CULTURAL RESOURCE PRESERVATION
19 BUILDINGS, GROUNDS & UTILITIES
20 PERMANENTOPERATINGEQUIPMENT
COMPOSITE INDEX (WEIGHTED AVERAGE)
Table A-1 Quarterly Cost Indexes by CWBS Feature Code Base Year
1967 = 100
1Q12
2011
Wt % (Oct-Dec)
5% 769.73
5% 828.67
15% 760.74
2% 763.19
5% 748.15
10% 713.92
10% 769.73
3% 780
5% 765.04
5% 787.06
10% 818.34
5% 771.65
5% 771.65
2% 748.15
2% 772.74
2% 795.95
2% 771.65
5% 771.65
2% 771.65
100% 770.86
2Q12
2012
(J a n-M a r)
773.39
832.61
764.35
766.82
751.7
717.31
783.71
768.67
790.8
822.23
775.32
775.32
751.7
776.41
799.73
775.32
775.32
775.32
774.52
3Q12
2012
(Apr-Jun)
777.04
836.54
767.97
770.44
755.26
720.71
777.04
787.41
772.31
794.54
826.11
778.98
778.98
755.26
780.08
803.51
778.98
778.98
778.98
778.18
4Q12
2012
(Jul-Sep)
780.'
780.
783.
807.
1Q13
2012
(Oct-Dec)
784.02
844.05
774.86
777.36
762.04
727.17
784.02
794.48
779.24
801.67
833.53
785.97
785.97
762.04
787.08
810.72
785.97
785.97
785.97
785.16
Table A-1 Quarterly Cost Indexes by CWBS Feature Code Base Year
1967 = 100
1Q14
2013
Wt % (Oct-Dec)
5% 79637
5% 857.34
15% 787.06
2% 789.6
5% 774.04
10% 738.63
10% 79637
3 % 806.99
5% 791.51
5% 814.29
10% 846.66
5% 798.35
5% 798.35
2% 774.04
2% 799.48
2% 823.49
2% 79835
5% 798.35
2% 798.35
100% 797.53
2Q14
2014
(Jan-Mar)
799.57
860.79
790.23
792.78
777.15
741.6
810.24
794.7
817.57
850.06
801.56
801.56
777.15
802J
826.81
801.56
801.56
801.56
800.74
2Q13
2013
(Jan-Mar)
786.72
846.96
777.53
780.03
764.66
729.68
786.72
797.21
781.92
804.43
836.4
788.68
788.68
764.66
789.79
813.52
788.68
788.68
788.68
787.87
3Q13
2013
(Apr-Jun)
790.07
850.57
780.84
783.36
767.92
732.79
790.07
800.61
785.25
807.86
839.96
792.04
792.04
767.92
793.16
816.98
792.04
792.04
792.04
791.23
4Q13
2013
(Jul-Sep)
793.42
854.17
784.15
786.68
771.17
735.9
793.42
804.01
788.58
811.28
843.52
795.4
795.4
771.17
796.52
820.45
795.4
795.4
795.4
794.58
3Q14 4Q14 1Q15 2Q15 3Q15 4Q15
2014 2014 2014 2015 2015 2015
(Apr-Jun) (Jul-Sep) (Oct-Dec) (Jan-Mar) (Apr-Jun) (Jul-Sep)
802.77 805.98 810.09 813.76 817.43 821.1
864.24 867.69 872.12 876.07 880.02 883.97
793.4 796.57 800.63 804.25 807.88 811.51
795.95 799.13 803.21 806.84 810.48 814.12
780.27 �83.38 78738 790.94 794.51 798.08
744.57 747.54 751.36 754J6 758.16 761.57
802.77 805.98 810.09 813.76 817.43 821.1
813.49 816.73 820.9 824.62 828.33 832.05
797.88 801.07 805.15 808.8 812.45 816.1
820.85 824.13 828.33 832.08 835.83 839.59
853.47 856.88 861.25 865.15 869.05 872.95
804.78 807.99 812.11 815.79 819.47 823.15
804.78 807.99 812.11 815.79 819.47 823.15
780.27 783.38 787.38 790.94 794.51 798.08
805.91 809.13 813.26 816.94 820.62 82431
830.12 833.43 837.68 841.48 845.27 849.07
804.78 807.99 812.11 815.79 819.47 823.15
804.78 807.99 812.11 815.79 819.47 823.15
804.78 807.99 812.11 815.79 819.47 823.15
803.95 807.16 811.27 814.95 818.63 822.3
Escalation Factor, 21 months to mid-point of construction (3Q12 to 2Q14): 2.90%
D-266
63 of 64

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
FOLLOW-UP TO COST ESTIMATE REVIEW
Attachment 8
Item H— D avi s B ac on
(NOT USED)
June 15, 2012 64 of 64
D-267