20140268_04_Pamlico Sound Bridge Corridor Cost Analysis (October 2012) - Appendix C_20150317

Appendix C
Contractor Estimates — Task 1

B-2500 Pamlico Bridge Cost Study
Task 1 Results:
Review of 2006 Cost Study:
Regeneration of 2006 Estimate Using
HCSS Heavy Civil Estimating Software,
Cost Study Updated to 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
C-1

TABLE OF CONTENTS
B-2500 Pamlico Bridge Cost Study: Task 1 Results
TITLE
1. Figure S-1: Replacement Bridge Corridors and Preferred Alternative
2. Executive Summary
3. Task 1 Summary Cost Comparison
4. Study Bid Totals for Bonner (Parallel) Bridge 2012 Pricing
5. Study Bid Totals for Pamlico Bridge Segment 2012 Pricing
6. Estimate Recap for Bonner (Parallel) Bridge (2012)
7. Estimate Recap for Pamlico Bridge Segment (2012)
8. Appendix A: Supporting Data for Task 1
i. Craft Wage Analysis
ii. Bonner (Parallel) Bridge Cost Report
iii. Pamlico Bridge Cost Report
A=COM
701 Corporate Center Drive, Suite 475
Raleigh, NC 27607
PAGES
1-11
12
13
14
15-16
17-19
A1
A2-24
A25-36
Project Manager: Lead Estimator:
� 2 L. Mark Pearson, PE John Kovac, PE

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

B-2500 Pamlico Bridge Cost Study
E�ECUTIVE
S UMMARY
C-4

����
EXECUTIVE SUMMARY
GENERAL
AECOM was requested to perform estimating tasks for the design bid options for the Bonner Bridge,
Dare County, North Carolina. The effort is based on the Finley Engineering Group, Inc. (FEG) 2006
construction cost estimates for the Pamlico Sound Bridge Corridor and the Parallel Bridge Corridor.
The Pamlico Sound Corridor would involve relocating NC 12 onto a 17.5-mile structure that extends
from the north side of Oregon Inlet to Rodanthe via the Pamlico Sound. 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. AECOM considers this approach valid for a cost estimate at a preliminary
stage of project development because the construction parameters established for the shorter, parallel
bridge are expected to be applicable to the longer 17.5 mile bridge within the range of reliability that
the design parameters are known. Thus, the design parameters for the navigational spans will be
essentially the same for both options and those established near the ends of the parallel bridge in the
lower, trestle portion of the structure are expected to be continued and approximately repeated in the
long trestle structure that constitutes the segment through the sound.
In performing a limited review of the previous estimate as necessary to regenerate that model in the
HCSS software, AECOM did not detect any significant errors. The means and methods utilized, including
a combination of trestle construction and marine work, in the 2006 estimate represent a conventional
and valid method of prosecuting the work. Therefore, AECOM found no significant basis to change the
estimating approach from that used in developing 2006 estimate.
The estimates in 2006 dollars are $431,061,636.46 (14.8 miles) and $222,962,625.60 (2.7 miles)
respectively, totaling $654, 024,262.06 for the 17.5 mile bridge option.
The estimates in 2012 dollars are $459,849,869.41 (14.8 miles) and $240,118,222.43 (2.7 miles), totaling
$699,968,091.84 for the 17.5 mile bridge option.
The scope of this task was limited to updating FEG's 2006 costs to 2012 costs and AECOM has used
industry sources and the standard estimating practices described below to accomplish this. A portion of
this task included recreating the FEG 2006 estimate in the HCSS Heavy Civil software. This task was
performed and the 2006 estimate matched within 1% without the availability of the original input files,
detailed cost data tables or software version. As stated above, AECOM found no significant errors in the
FEG estimate during the update process. However, we only made a limited review of this source for the
update.
C-5

Since FEG prepared the estimate in 2006 based on plans from 1998 that had progressed to at least 70%
design, their project development contingency was 10% added to the 2006 costs noted above. They also
recommended an escalation factor of 5% per year to the mid-year of construction. The full context of
the FEG estimate included constructability review, means and methods, schedule analysis, ancillary
work costs (civil, staging, electrical, etc.), escalation and contingency costs. However, without a similar
level of detailed evaluation and analysis effort and in consideration that the 1998 parallel bridge plans
do not include all of the current DOT requirements, a similar level of confidence cannot be
demonstrated for the Task 1 estimate. Based on the factors that have changed since the 1998 design
and the fact that structure plans are not available for the 14.8 mile Pamlico bridge segment, adding 30%
to the 2012 Task 1 estimated construction costs for the project development contingency would be
consistent with industry standards.
TASKI
Task I includes (1) the re-creation of the original FEG 2006 estimates in HCSS and (2) updating FEG's
2006 costs into 2012 dollars.
AECOM utilized hard copy versions of two HCSS estimates as the basis for Task I.
� Parallel Br NC DOT (11/16/2006 — Revised)
• Pamlico Br -NCDOT (11/22/2006)
AECOM recreated the original estimate using HeavyBid Revision 2011.0.1 Basic software. However,
exact duplication was not possible without electronic HCSS files. The apportionment of craft rates
between wages, burden and fringes was not available and therefore these rates were approximated.
Based on this, the AECOM estimate recreation(s) in 2006 dollars are $431,062,344.82 (Pamlico) and
$222,963,572.31(Bonner) with a difference within a fraction of 1%. (See attached re-created estimate
outputs)
AECOM utilized industry standard methodology with best available reference materials to update the
2006 FEG costs for Labor, Material, Equipment and Subcontractors. The methodology is described in
more detail below.
-LABOR
AECOM researched several sources of information to determine current labor RATES for the Dare
County, North Carolina area.
For wages, the sources included 2012 Davis Bacon wage determinations, 2011 North Carolina
Occupational Employment and Wages along with local and regional contractor experience. Based on
the review AECOM utilized the average of the hourly rates provided by the local and regional contractor
experience. (See attached)
Burden was calculated published data from multiple sources. Statutory taxes (FICA, FUTA and SUI) were
included based on federal and state published rates. Workman's Compensation Insurance Rates by
Trade and State was taken from 2011 RSMeans data.
2
C-6

Fringes were added at $3.00 per hour for hourly craft and $5.00 per hour for supervision to account for
extended travel to and from the project location.
-MATERIAL
AECOM received quotes from qualified fabricators for the major precast concrete items. Standard
construction materials including concrete and reinforcing steel were obtained from published
references such as ENR and RSMeans.
-EQUIPMENT
AECOM utilized the Rental Rate Blue Book for Construction Equipment; 2"d Half 2011 and 15Y Half 2012
as available. A North Carolina location factor was applied according to the equipment type. The values
incorporated into the estimate were based on the monthly rental rate divided by 176 (to get an hourly
rental rate) plus the hourly operating costs.
-SUBCONTRACTOR
The original HCSS input for Subcontractor work appeared to serve as an allowance of costs. As such
AECOM escalated the original values by 16.95% based on the ENR CCI index for the time period of 2006
to 2011.
CONCLUSION
The estimate totals in 2012 dollars are $459,849,869.41 (14.8 miles) and $240,118,222.43 (2.7 miles),
totaling $699,968,091.84 for the 17.5 mile bridge option. This represents an overall increase of 6.7% for
Pamlico and 7.7% for Bonner, a cost increase of 7.0% for the combined 17.5 mile structure. 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 and O&M costs.
As is explained more fully below in the attached spreadsheet, the cost increase is attributable to a rise in
equipment rental and operating costs along with a rise in material and subcontractor costs.
The spreadsheet lists the changes to individual categories (Labor, Material, Equipment and
Subcontractor)
AECOM recommends adding 30% to the 2012 Task 1 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 of construction to account for increasing
costs over time beyond 2012. The current rate is believed to be approximately 3%.
3
C-7

Adding the contingency amount of 30% 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 miles)
2012 Task 1 Construction Estimate $ 240,118,222.43 $ 459,849,869.41 $ 699,968,091.84
30% Construction Contin�ency $ 72,035,466.73 $ 137,954,960.82 $ 209,990,427.55
2012 Task 1 Construction Total $ 312,153,689.16 $ 597,804,830.23 $ 909,958,519.39
2016 Cost Escalation (12.55%) $ 39,175,287.99 $ 75,024,506.19 $ 114,199,794.18
Task 1 Construction Total* $ 351,328,977.15 $ 672,829,336.42 $ 1,024,158,313.57
*Range for structure costs includes construction contingency and assumed escalation for a 2016 mid-
point of construction. Costs for engineering design, construction phase administration, engineering and
inspection, civil works, and operations and maintenance are not included in the bridge construction cost
study.
4
C-8

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
5
C-9

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
6
C-10

����y IViotri�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
7
C-11

��"illi�in J. �����°����°��r�, 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.
8
C-12

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, subaqueous
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.
9
C-13

��� 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.
10
C-14

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.
11
C-15

B-2500 Pamlico Bridge Cost Study
TASK 1 SUMMARY
COST COMPARISON
�_16

Description 2006 Estimate (ICS) 2012 Update Difference
Bonner Bridge (2.7 miles)
-Labor $ 42,675,321 $ 37,203,204 ($5,472,117) -12.8%
-Material $ 83,253,765 $ 96,213,171 $12,959,406 15.6%
-Equipment $ 27,565,030 $ 36,109,887 $8,544,857 31.0%
-Subcontractor $ 61,338,313 $ 70,544,084 $9,205,771 15.0%
-Other* $ 8,123,552 $ - ($8,123,552) -100.0%
Total (Bonner Bridge) $ 222,955,981 $ 240,070,346 $17,114,365 7.7%
Pamlico Bridge (14.8 miles)
-Labor $ 96,636,330 $ 74,683,166 ($21,953,164) -22.7%
-Material $ 194,712,357 $ 215,623,529 $20,911,172 10.7%
-Equipment $ 80,327,696 $ 110,749,974 $30,422,278 37.9%
-Subcontractor $ 50,290,966 $ 58,723,865 $8,432,899 16.8%
-Other* $ 9,019,641 $ - ($9,019,641) -100.0%
Total (Pamlico Bridge) $ 430,986,991 $ 459,780,534 $28,793,543 6.7%
Total Project $ 653,942,972 $ 699,850,880 $ 45,907,908 7.0%
* The version of HCSS used to update the original estimate does not have an "Other"
category. These costs are automatically spread in material and subcontractor categories
12
C-17

B-2500 Pamlico Bridge Cost Study
S TUDY B ID TOTALS
FOR BONNER
PARALLEL B RID GE
2012 PRICING
�_1g

04/26/2012
BONNER2012
* * * John Kovac
Biditem
2900
2910
2970
2980
2990
3000
3010
3020
3030
3040
3050
3060
4110
4120
4130
4140
4180
4190
4191
4210
4230
4250
4260
4270
4280
4290
4300
4310
4320
4330
4340
4350
4360
4370
4380
10:26
BONNER BRIDGE UPDATE 2012
1:31171C�YII�1��
Description
CONSTR & REMOVAL OF TEMP ACCESS
REMOVAL OF EXISTING BRIDGE
FOUNDATION EXCAVATION
UNCLASSIFIED STRUCTURE BXCAVATION
CI AA CONCRETE FTGS
EPDXY COATED REBAR
EPDXY COATBD SPIRAL REBAR
508MM SQ PRESTR CONCRETE PILE
1676MM PRESTR CONC CYLPILE
DYNAMIC PILE TEST
AXIAL LD TEST ON 1676MM CYL PILE
PRODUCTION DYNAMIC LD TEST ON CYL PILE
PRECAST CONCRETE COLS & CAPS
REBAR IN PC COLS & CAPS
PT STRAND IN PC COLS & CAPS
PT BAR IN PC COLS & CAPS
REBAR IN PC DK SEGS
PRE CAST CON DK SEGS
ERECT PC DK SEGS
PT STRAND IN DK SEGS
PT BAR IN DK SEGS
SEG CASTING & ERECTION EQUIP
GROOVING DECK
POT BEARINGS
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
C-19
1
uantit
1.000
1.000
1.000
460.800
33,711.600
4,921,806.000
86,136.000
176.000
29,512.000
7.000
4.000
7.000
3,181300
464,426.000
70,298.000
61,135.000
5,837,700.000
38,918.200
38,918.200
1,543,412.000
61,135.000
1.000
43,260.000
1.000
127.600
9,262.000
1.000
8,873.440
8,858.500
627.600
1.000
1.000
1.000
200.000
1.000
Bid Total
Units Unit Price Bid Total
LS 59,916,523.78 59,916,523.78
LS 10,481,372.56 10,481,372.56
LS
M3 83.94 38,679.55
M3 466.0315,710,616.95
KG 2.24 11,024,845.44
KG 2.24 192,944.64
M 219.11 38,56336
M 1,384.65 40,863,790.80
EA 2,247.13 15,729.91
EA 449,489.94 1,797,959.76
EA 2,247.13 15,729.91
M3 649.19 2,065,268.15
KG 2.24 1,040,314.24
KG 6.14 431,629.72
KG 6.05 369,866.75
KG 2.2413,076,448.00
M3 918.46 35,744,809.97
M3 565.29 22,000,069.28
KG 4.79 7,392,943.48
KG 4.89 298,950.15
LS 2,322,171.56 2,322,171.56
M2 4.52 195,535.20
LS 2,052,376.11 2,052,376.11
M 6,946.14 886,327.46
KG 1.50 13,893.00
LS 43,019.59 43,019.59
M 1,048.81 9,306,552.61
M 267.45 2,369,205.83
M2 14.99 9,407.72
LS 5,078.41 5,078.41
LS 232,035.01 232,035.01
LS 132,599.53 132,599.53
M2 14.99 2,998.00
LS 29,966.00 29,966.00
________> $240,1 18,222.43
13

B-2500 Pamlico Bridge Cost Study
S TUDY B ID TOTALS
FOR PAMLICO B RIDGE
S EGMENT
2012 PRICING
�_20

04/26/2012
PAMLICO2012
* * * John Kovac
Biditem
2900
3030
3040
3050
3060
4110
4120
4170
4180
4190
4260
4270
4280
4290
4305
4310
4350
4360
10:30
PAMLICO BRIDGE UPDATE 2012
Description
CONSTR & REMOVAL OF TEMP ACCESS
30" SQ PC PILES
DYNAMIC PILE TEST
AXIAL LOAD TEST
PROD. DYNAMIC LOAD TEST
CONCRETE CAPS
EPDXY REBAR IN CAPS
78" BULB TEES
EPDXY REBAR IN DECK
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
1:31171C�YII�1��
C-21
1
uantit
1.000
72,542.000
80.000
20.000
80.000
16,782.000
2,474,010.000
94,903.000
13,782,700.000
66,263.000
286,678.000
4,480.000
1,848.000
1.000
47,622.000
47,622.000
23,673.000
23,673.000
Bid Total
Units Unit Price Bid Total
LS 122,627,810.1 ] 22,627,810.1
M 543.85 39,451,966.70
EA 2,210.16 176,812.80
EA 368,413.00 7,368,260.00
EA 2,210.16 176,812.80
M3 680.70 11,423,507.40
KG 2.20 5,442,822.00
M 1,102.11104,593,5453
KG 2.20 30,321,940.00
M3 1,069.42 70,862,9'77.46
M2 5.17 1,482,125.26
EA 2,775.5012,434,240.00
M 687.59 1,270,66632
LS 68,142.57 68,142.57
M 244.26 1 1,632,149.72
M 810.50 38,597,631.00
M 51.57 1,220,816.61
M 29.47 697,64331
________> $459,849,869.41
14

B-2500 Pamlico Bridge Cost Study
ESTIMATE RECAP
FOR BONNER
PARALLEL B RID GE
2012
C_22

DM.TM Harris 04/26/20 i 2 i 027
BONIVER2012 BQNN�R �3RIDGE UPDATE 2012
* * * John Kovac
ESTIMATE RECAP - BID QUANTITIES
DIRECT 3NDIl2ECT TOTAL °/a OF TOTAL
T.abor J.6,202,73'7.63 6,557,576.80 22,760,314.43 i0903%
Burden 7,388,214.72 2,202,0833� 9,590,298.02 4.594%
Lab+Bu[ 23�590595235 $,759�660.10 32�350,612.45 15.497%
�'erm Matl 54,651,287.46 64,651,287.46 30.970%
ConstrMtl 12,748,93Q.86 6,263,409.50 14,012,340.36 9.107%
Co. Equip 15,892,542.70 i,788,791.74 17,681,334.44 $.470%
Rented Eq 0.000%
Eqp Oper 11,182,373.10 2,536,195.0$ 13,718,568.1$ 6.572%
Sub 6i,195,032.6� 147,6�9.8$ 61,342,5$2.52 29.385%
Total Costs: 189,261,119.07 19,495,706.30 208,756,825.37 100.001%
% of Totai 90.661% 9.339% J 00.000%
Escalation on: Labor Burden Perm Matl Const Matl
0 0 0 0
� oo.00 °io ioo.ao ��o �oo.00 �ifl � ao.00 �io
Eq Op Exp Sub
0 0
� ao.00 % 10�.�0 %
* Data Selow here is dependent on the Surmnary Process. *
The Summary Process was last run 04/26/2012 at 10:17 AM
Mar�cup an Resource Costs
MARK[TP TOTALS —>
COST+MAItI�UP ------------------->
There * ARE NOT * closing accounts for this bid,
Rounding difference:
Unbalancing diffez'ez�ce:
From C€�t&Add 5heet-costs:
From Cut&Add 5heet-markup:
Net Adjushnents (to the balanced bid):
BAL.ANCED BID TOTAL
DESIl2ED BID (if specified)
BID TOTAL (on bid quantities)
BID COSTS {on �id quantities}
MARKt.7P (on bid quantities)
EXPECTED JOB VALUE (on takeoffquaz�tities):
31,3I3,523.84
31,313,523.84
$240,0'70,344.21
(On Ta�CeoffQuantity)
47,873.18
$47,873.18
$240,070,349.24
$240,118,222.43
�Zag,�s6,szs.4o
$31,361,397.03
$240,1 l 8,222.43
Co Eqp Rented �qp
� 0
ioo.00�io ioo.00°�o
'�'otal Escalation
0
100.00 %
15,OQ00%
1S.00VO%
(% of costs)
-E�'ect on Bid-
Adjusted
�6L1 �1(� QF78llilij+�
(on Bid Quantity)
[ar desired hid]
15.022%
1 15
C-23

DM7M Harris
BONNER2012 BONNER BRIDGE UPDAT� 2012
* * � John Kovac
EXPECTED COSTS (ontakeoffquantities):
EXPECTED MARKUP (on takeo�'quantities):
Adjust to Bid Quantities = Y
Report Variation = Uses custoinized report headings
On '1'akeoff Quantities
I.aborHrs,{MH/MT�S) 67z,49b 1$2,552 855,048
(incl burden} 23,590,952 8,759,660 32,350,612
Labor {DAY/DAYS} 0 -- - - -- 0 0
{incl burden} 0 0 0
Iabor {QtherUnits) D 0 0
(incI burden)
Labor Burden 7,388,214 2,202,083 9,590,298
Spread Ir�directs on: Total Cost
Spread Addons&Bond on: Total Cost
Markup on: T.abor Burden PermMatl
15.00% 15.00% 15.00%
EOE Sub
z s.ao�ro � s.00�ro
Kev �ndscators
Balanced Markup
31,313,523.84
Indirect Cost
19,4as,706.30
/
I
/
�
Total Labor
32,350,612.45
Direcf Cost
isg,26�,�i�.o�
$208,756,82537
�31,361,397.06
CM
15.00%
o��a6�2oia �o:2�r
15.022%
Spread Markup on: Tofal Cost
CoEgp RentedEc�p
15.00°/a 15.00%
Balanced Markup/Total Labor
9b.79%
Indirect Cost/Direct Cost
1�.30%
------ ESTIMA"I'� NO'�'E5: ------
Bid Date: Owner:
Engr Firm:
Estimator-In-Charge: Desired Bid (if specified) = 0.00
Notes: **�`***'�*�"�'�'��stimate created on: 04/05/2�12 by User#: 2-� �7ohn Kovac
Sourc� estirnate used: V:\HEAVYBID\ES�\PORTJVPLATFO
************Estimate created on: 04/19/2012 by User#: 2-� John Kovac
SourCe estimate used: V:\HEAVYBID\E5T\BONNER
Last 5tuiunary on 04I26/2012 aE 10:17 AM.
Tast Spread on 04/2b/2012 at l �:18 AM.
16
2
C-24

B-2500 Pamlico Bridge Cost Study
ES TIMATE RECAP
FOR PAMLICO B RIDGE
S EGMENT 2012
C-25

DMJM Harris
PAl1�.ICO2� 12
*** John Kovac
a4�z6�zo�z 1030
PANILICO BRIDC`sE UYDATE 2012
ES'�'IMATE RECAP - BID QUANTITIES
DII2ECT INDIRE.CT TOTAL % OF TOTAL
Labor 37,145,845.48 8,221,391.00 45,367,196.48 11.347%
Burden 16,778,169.60 2,796,Si7.42 19,57�,687A2 4.895%
I.ab��ur 53,923,975.08 11,017,90&.42 64,941,883.50 16.243%
PermMati 162,650,I$1.50 162,650,18i.50 40.682%
ConstrMti 14,702,86630 10,145,b72.98 24,848,539.28 5.215°/a
Co. Ec�uip 52,372,685.66 4,572,575.40 56,945,2b1.06 14.243%
Renled Eq 0.000%
Ec�p Oper 34,056,031.76 5,303,032.05 39,359,063.81 9.$44%
Sub 50,827,991.$3 236,239.00 51,06/�,230,63 J 2.772%
Total Costs: 368,533,731.90 3 i,275,427.85 399,809,159.75 99.999%
°/a of Total 92.I77% 7.823% 1Q0.000%
�scalation on: L,abor
a
iao.oa�io
Eq �p Exp
0
I 00.00 %
Marlc�p on Resource Costs
MARKUI' `I'O`I'ALS —>
Burden Perm Ma�l Const Matl
0 0 0
100.00°/a �ao.00�io ioo.aoa�o
Sub
0
100.00 %
* Data Below here is depandent on the Sun�mary Prncess. *
Ttte Suzx�mary Process was last run 04/26/2012 at 9:57 AM
C05T + MARKUP ---_____..---------->
There * ARE NOT '� closing accour�ts far t}�is bid.
Rounding difference:
Unbalaneing difference:
From Cut&Add Sheet-costs:
From G�t&Add Sheet-znarlcup:
Net Adjustments (to the balanced bid):
BALANCEI] BID TOTAL
DESIItED BID (if specified)
BID TOTAL (on bid quantities)
BID COSTS {on bid quantities)
MARI�UP (on bid quantities}
EXPBCTED 70B VALUE (on fa3ceof�quantities):
59,971,373.98
59,971,373.98
$459,'780,533.73
(On Takeaff Quantiiy)
b9,335.67
Co �qp Rented E4F
a o
1�O.�a% 1�0.0�%
Total Escalatipn
0
100.00 °/a
is.oaoa�io
15.0000%
{% of costs)
-E�ect on Bid-
Adjusced
(fln sia Quancity)
(on Bid Quantit3')
$69,335.b7 [or desired bid]
$459,780,533 .74
$459,849,869.41
$399,8�4,159.75
$60,04b,709.66 15.017%
$459,849,869.41
1
17
G26

DMJM Harris
P11MI ICO20i2 PAMLICO BRIDGE UPDATE 2012
* * * John Kovac
EXPECTEDCOSTS (ontakeoffquantitiesj: $399,809,159.75
EXPECTED MARI�Ti' (on taleeoffquantities): $60,09Q,709.56
Adjust to Bid Quantities = Y
Report Vaz�ation = Uses customized report �eadings
On TakeoffQuantities
LaborHrs,(MH/MH5) `,63�,'�' 232,170 1,868,965
(inclburden} 53,923,975 11,017,908 64,941,883
Labor {DAY/DAYS) 0 0 0
{incl burden} 0 0 0
Labor (OtherUnits) 0 0 0
{incl burden)
T.�bor Burden 16,778,169 2,796,517 19,574,687
Spread Indirects on: Total Cost
Spread Addons&Bond on: Total Cost
Markup on: L.abor Burden PermMatl
15,00% 15.00% 15.�0%
EOE Sub
15.00% 15.00%
Kev indicators
Balanced Markup
54,971,373.98
I�direct Cost
31,275,427.85
/
/
/
/
Total Labor
64,941,8$3.50
Direct Cost
368,533,731.90
CM
15.00%
04/26/2012 10:30
15.017%
Spread Markup on: Total Cost
Co�qp RentedEqp
15.00% 15.00%
Balanced MarkuplTotal T,abor
92.35%
Indirect Cost/Direct Cast
8.49%
------ ESTIMATE NOTES: ------
Bid Date: Owner:
Engz' Firm:
Estimator-In-Charge: Dasired Bid (if specified) = 0.00
Notes: ************�stimate created on: DA/05/2012 by User#: 2- John Kovac
5ource es�imate used: V:\HEAVYBID\E�T\PORTJVPLATFO
************Estimate created on: 04/18/2012 by iiser#: 2- John Kovac
Source estimate �ased: V:\�3EAVYBTD\EST\BONN�R
************ES�.imate created on: 04/19/2012 by User#: 2-�Tohn Kovac
Source es�.ima�.e used: V:\�EAVYBID\EST\PAMLICO
Last Summary on 04/26/2012 at 9:57 AM.
2
18
G27

DM.TM Harris 04/26/2012 10:30
PAMI ICO20i2 �'.AMLICO BRIDGE UPDATE 20I2
* * * John Kovac
Last Spread on 04/2b/2012 a# 9:57 AM.
19
3
C-28

B-2500 Pamlico Bridge Cost Study
APPEND I� A :
S UPPORTING DATA
�• .
C-29

B-2500 Pamlico Bridge Cost Study
CRAFT WAGE
ANALY S I S
C-30

����������x������
��� o a o o a o N� m m��� o
� v a v a v a v� v�� m rn m w a�
N IV fV 00 00 90 00 CO 00 N N �1 �/'F M M N W
O m m M N N eV N eV N M m M M m M M fV
r
��� 3� � o a� o Qe 3� � 0 3� o o a°
(J N N N c-I �--I �--E �-i �--I �--I N['+l Ol � lO i0 N rl
� r+ .1 .� � � .� � .-i � co 0o m � m m � ,�
t` n � m m ni m m m io �d Q Q oo co ri eYi
.--I c-1 �--E c-I �--I ri �-I rl �-I c-1 ri N[V �--I e-I c-I .--!
C
v a\° a\° o\° o�° oe oe oe o\° o\° o\° � oe oe o\° a° 3� a°
a� �vv��r�rcr<trreha��ra�vavv
�� oocoo�m�o�a�?��ow�aw��o�omoo
m � to �� io � m�� �o � io �a �o zo �d �o
a o a' � o as a° a as a o o as a°. ae �� o
3- 4 G Q O O O O O O O O O O O O CJ Q
� o0 W o0 00 CO 00 [O 00 00 W W 00 OQ c0 a0 o0 oQ
L'- 4 O Q O O O O O O O 0 O O O O O Q
� o ne � a o �e o a� o a� ae o oe a a a� a°
� � � � � � � � � � � � � � � � �
m � � � � � � � � � � � � � � � �
� � r � � � � � � � � � � � �� ��
a o 0 0 0 0 0 0 o a a o 0 0 0�n o
�n �n o�n o o ui o 0 o a o 0 0 o rv o
�c a rri o� n�i �+�i �o 0o ni .; ao �ri eri .-i od �i
H v-i e-F N�-1 IV N N N N N N N N fV w c-:
°1 s
� _
� �
� � � � � � � � � � � K � � � � �
a O o 0 0 o O O o 0 0 o O O o O
N 4 O � O O O O O O O O O � O O O
�D d' n't O lD rl O V t0 m+-i u'1 n'i N O 6r
� v-i c-1 �-i N rl C�j fV N N N N N N N N �--[
� 1'a
U �
O �
� i
N
�
X
ia.l
i%4 il} ih V} il} V} t/T i/} LT L} i!F VT ih UT i/} VF
O O o 0 4 Q O p 4 4 Q P Q o o O
� a o o a o 0 0 0 0 0 0 0 0 0 0�n
n ul m.-I N Lri 1� [O 4 m,--t ri vl �' N I�
v .--i �.--� N�--I N N N n1 N n€ f'/1 iV N N.--�
� U
U �
O v
� i
N
Q
x
w
��������������.�.�
« o��-, rn m m rn m rn � o`�a
� � � � � � � ti � � � �
0 3
V �
Z pp
�--I 2
ri Y
O
N
tl} �/} U} VF 1h 4%F �V} �vF �1} if�
� a-�-I ip lll Vj I!� Vj lf� V} lp l0
Ol M CO 00 CO 00 CO 00 �f? �
� T a--I c-I �--I v--I c-I N c-I �-F a--I rE
� �
� �
� .,,.
ti
0
r�
ar� +n� tr�. +n� v� vF +h v� +n �/Y
O W W W W Q d' 4
V �D l0 l0 lO �D d' N
� H a-i e-1 .-i e-I �--I �--I
Lf] ^
j m
p 2
N V
ri
0
N [h �vF �1} �/F V} U} 1/)
C
v w C 16 C
-.� O �6 � �
G J` N w C � p� � 61
0 C -9 N Gi �"p C O � N N
a o � w .
+' �-p m o o m � �- �o o c
� o� m c� o Q � ��
U d.7 � N Vl V5 � N W LL
dJ 0� � O G O P v/� N p� Y Y 6] N Y N
0 ti �t � ++ Y �- 7 ` O O C C d N
ia m m �
$ `o `o `o a� `m v m � � � v � � � a � E
� �-Q .� a a a Q��°-' -°i o o m irs o nf6i
l„1 J J � D O O D U U c1. c� -�-` U U U F-
�
7
C
m
c
d
�
?
a
� �
� �
11.1 �
m �
C �
o �
+� -
N O
R �
� � n
� � o
� �
fp � O
C "� y'
= N N
.� � �
� N �
�.% 'yf, U
� � d
p � O
Y � �
w ym„ m
� � '�
O � �
z � a
a * *
C-31
1-11

B-2500 Pamlico Bridge Cost Study
BONNER PARALLEL
B RID GE C O S T REP O RT
C-32

DMJM Harris
BONNER2012 BONNER BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
B�D ITEM = 2900
Description = CONSTR & RF.MOVAL OF TF,MP ACCESS
100 Install & remove trestle for 250t Marine
Page 1
04/26/2012 1028
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract
Unit= LS TakeoffQuan: 1.000 Engr Quan:
Quan: 6,000.00 LF Hrs/Shft: 10.00 Cal: 510 WC: NONE
Total
1.000
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'.
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: 6.00 Eqp Pcs: 5.00
3P[PEPILE 24"pipepile@107% 52,083.33 LF 63.000 3,S10,937 3,S10,937
3SALVAGE Salvagepipepile@l07% 52,083.33 LF -20.000 -1,114,583 -],114,583
3SUPPLIFS Welding/slings/mi@107% 375.00 DAY 500.000 200,625 200,625
3TRESTLE Trestle@107% 6,000.00 LF 450.000 2,889,000 2,889,000
4HAUL HaulCarolinato@101% 138.02 TR[P 1,169.500 163,029 163,029
84308R American 7260 100T 1.00 3,750.00 HR 163.010 611,288 611,288
84910C 400 Amp Welder 1.00 3,750.00 HR 11.250 42,] 88 42,188
85130C Pump ] 0 in Cent 350 L00 3,750.00 HR 35.870 134,513 134,5 l3
856]OC Ice416Vibro65T L00 3,750.00 HR 109.6]0 411,038 411,038
85655C Delmag D30-32 & LEAD L00 3,750.00 HR 82.960 311,100 311,100
OPO4 Operator, Crane 91 T 1.00 3,750.00 MH 28.000 159,552 159,552
OP12 Oiler 1.00 3,750.00 MH 14.000 85,401 85,401
PDOI Piledriver Foreman L00 3,750.00 MH 23.000 136,589 136,589
PD02 PiledriverJourneyman 3.00 11,250.00 MH 21.000 377,071 377,071
$7,917,745.77 3.7500 MH/LF 22,500.00 MH [ 88 ] 758,613 5,485,979 1,510,125 163,029 7,917,746
104 S,l & R timber mats@ N& S ends Quan: 80,000.00 SF Hrs/Shft: 10.00 Cal: 510 WC: NONE
No salvage allowed as it is likely that mats will be damaged or buried. assume 395m @ N&
329m @ s = 724m
724m x lOm= 7240m2 or 80000sf
AOP1 45 Ton RT w/Operator 320.00 CH Prod: 250.0000 UH Lab Pcs: 4.00 Eqp Pcs: 2.00
3TIMBER M Timber mats 5'@107% 80,000.00 SF 10.000 856,000 856,000
832]OC CatD6H(170Hp) 1.00 320.00 HR 108.280 34,650 34,650
845]SR 45 Ton R.T. (RT745) 1.00 320.00 HR 100.610 32,195 32,195
LA02 Laborer,Skilled 2.00 640.00 MH 14.500 15,436 15,436
OP02 Operator,Crane<50 T 2.00 640.00 MH 26.000 25,422 25,422
$963,703.55 0.0160 MH/SF ],280.00 MH [ 0.356 ] 40,859 856,000 66,845 963,704
230001 Mob/Demob Dredge ; �,� i nn i c ur�ichrr• i n nn rai• ci n wr• nrnivF
4DREDGINGM Mob & dcmob dredg�101
1.00 LS 175,425.000
177179 177.179
230002 Dredge and Dispose Quan: 1.00 CY Hrs/Shft: 10.00 Cal: 510 WC: NONE
Assume cost to keep Oregon Inlet open is $8m /yr x 3 yrs =$24m as a check cost
4DRF.DGING Mob and demob@101 % 300,000.00 M3 87.710 26,576,130 26,576,130
241 Select fill & minor excav Quan: 25,000.00 CY Hrs/Shft: 10.00 Cal: 510 WC: NONE
assume same area as timber mats 724 m x lOm =7240m2
7240 x 1 m= 7240m3 or 15000tonne of agregate
�
A2
C-33

DMJM Harris
BONNER2012 BONNER BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
BIDITEM = 2900
Description = CONSTR & REMOVAL OF TEMP ACCESS
EXCV Excavate w/Backhoe 500.00 CH
2B0050.20 #5 (1-1/2)@707% 15,000.00 TON
804480 D-6 DOZER 140 HP 1.00 500.00 HR
804560 LOADER 3-CY ] 30 1.00 500.00 HR
83165C Dump Truck 12 CY 1.00 500.00 HR
84225C Cat CS563 7' Vib Rolle L00 500.00 HR
LAOI Laborer Foreman L00 500.00 MH
LA02 Laborer,Skilled L00 500.00 MH
LA03 Laborer, unskilled 1.00 500.00 MH
OP08 Operator, Backhoe 2.00 1,000.00 MH
$537,653.43 0.1000 MH/CY 2,500.00 MH
2900 Marine equip & crew for all opper Marine
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
Page 2
04/26/2012 1028
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
Unit= LS TakeoffQuan: 1.000 EngrQuan: 1.000
Prod: 500.0000 US Lab Pcs: 5.00 Eqp Pcs: 4.00
20.000 321,000 321,000
96.000 48,000 48,000
52.860 26,430 26,430
80.600 40,300 40,300
59.790 29,895 29,895
16.500 13,516 13,516
14.500 12,060 12,060
13.000 ] 0,967 ] 0,967
23.000 35,485 35,485
[ 1.98 ] 72,028 321,000 144,625 537,653
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
803260 =_> Carpenter barge 32'xl 9,000.00 HR 51.150 460,350 460,350
803340 =_> BARGE 140x45x8-6 18,000.00 HR 102.130 1,967,024 ],967,024
803370 =_> BARGF. 150x52x9-3 15,200.00 HR 116.610 1,772,472 1,772,472
803440 =_> BARGE 250x72x16 3,000.00 HR 385.070 1,236,075 1,236,075
803460 =_> 12000 LB WINCH 12 18,000.00 HR 9.680 174,240 174,240
803480 =_> 50000 LB WINCH G 15,200.00 HR 15.550 236,360 236,360
803500 => 70000 LB WINCH R 3,000.00 HR 26.130 78,390 78,390
803560 =_> SEADOZER I 550 H 15,800.00 HR 124.050 1,959,990 1,959,990
803620 SKIFF 18' 3Q000.00 HR 2.000 60,000 60,000
803680 OUTBOARD MOTOR 25 30,000.00 HR 9.000 270,000 270,000
803700 OUTBOARD MOTOR l50 9,000.00 HR 21.000 189,000 189,000
L205 =_> Captain 15,800.00 MH 28.200 787,309 787,309
L215 => Dcck Hand 31,600.00 MH 21.630 1,281,387 1,281,387
$10,472,596.14 47,400.0000 MH/LS 47,400.00 MH [ 1241974.8 ] 2,068,696 8,403,901 10,472,596
910001 Mobilize Equipment Marine Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
4HAUL.01 HAUL Carolina@l Ol % 1.00 LS 584,750.000 590,598 590,598
_____> Item Totals: 2900 - CONSTR & REMOVAL OF TEMP ACCESS
$47,235,605.64 73,680.0000 MH/LS 73,680.00 MH [ 1847986.8 ] 2,940,196 321,000 6,341,979 ]0,125,495 z�,sob,9ss 47,235,606
47,235,605.640 1 LS 2,940,196.04 321,000.00 6,3a1,979.oz ��.��>.49s.3o z�,soe,9ss.zs a�,zss.eos.ea
B�D ITEM = 2910
Description = REMOVAL OF EXISTING BRIDGF. Unit= LS TakeoffQuan: ].000 Engr Quan: 1.000
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
4DEM0 Demolition Sub@101% 46,750.00 M2 175.000 8,263,063 8,263,063
BID ITEM = 2970
Description= FOiJNDATION EXCAVATION Unit= LS TakeoffQuan:
The��e are no activities an this biditem.
1.000 F,ngr Quan: 1.000
A3
C-34

DMJM Harris
BONNER2012 BONNER BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
BID ITEM = 2980
Description = UNCLASSIFIED STRUCTURF. EXCAVATION
Page 3
04/26/2012 1028
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
Unit= M3 TakcoffQuan: 460.800 EngrQuan: 460.800
241 Excav & backfill ftgs incl 6" ston Marin Quan: 460.80 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
EXCV Excavate w/Backhoe 100.00 CH Prod: 10.0000 S Lab Pcs: 5.00 Eqp Pcs
2B0050.]5 #5 (1-1/2)@]07% 38.]0 TON 20.000 815
804180 3" DIAPHRAGM 8 H 1.00 ] 00.00 HR 2.340 234
804300 3-6 KW GENERATOR 1.00 100.00 HR 3.240 324
804460 BACKHOE 2 CY 250 1.00 100.00 HR 74.260 7,946
804560 LOADER 3-CY 130 1.00 100.00 HR 52.860 5,286
84215C BW60S 30" Smooth 1.00 100.00 HR 14.810 1,481
LA01 Laborer Fareman 1.00 100.00 MH 16.500 2,703
LA02 Laborer,Skilled 1.00 100.00 MH 14.500 2,412
LA03 Laborer, unskilled I.00 ] 00.00 MH l 3.000 2,l 93
OP08 Operator, Backhoe 2.00 200.00 MH 23.000 7,097
$30,491.84 1.0850 MH/M3 500.00 MH [ 21.484 ] 14,406 815 15,271
_____> Item Totals: 2980 - UNCLASSIF[ED STRUCTURE EXCAVATION
$30,491.84 1.0850 MH/M3 500.00 MH [ 21.484 ] ] 4,406 815 15,271
66172 460.8 M3 31.26 1.77 33.14
BID ITEM = 2990
Description = CI AA CONCRETE FTGS
5.00
815
234
324
7,946
5,286
1,481
2,703
2,412
2,193
7,097
30,492
30,492
66.17
Unit= M3 TakeoffQuan: 33,711.600 EngrQuan: 33,71L600
500 I& R template, piles and formst Marine Quan: 53.00 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 138787sf = 12893m2
PILEA Pile Crew Small 5,300.00 CH Prod: 10.0000 SU Lab Pcs: 6.00 Eqp Pcs: 6.00
2PCPSSLABS PC SIP 3.5" dk sl@107% 12,893.00 M2 96.840 1,335,957 1,335,957
3STEF.L Steelsupportsbu@]07% 260.00 TON 1,300.000 36],660 361,660
804025 Pile/Drill template 1.00 5,300.00 HR 12.000 63,600 63,600
804030 Pile Driving Jig 1.00 5,300.00 HR 7.000 37,100 37,100
804240 3 stage jet pump 250 1.00 5,300.00 HR 22.120 117,236 117,236
84308R American 7260 100T 1.00 5,300.00 HR 163.010 863,953 863,953
84910C 400 Amp Welder 1.00 5,300.00 HR 11250 59,625 59,625
85655C DelmagD30-32&LEAD L00 5,300.00 HR 82.960 439,688 439,688
OPO4 Operator, Crane 91T L00 5,300.00 MH 28.000 225,500 225,500
OP12 Oiler 1.00 5,300.00 MH 14.000 120,700 120,700
PDOI Piledriver Foreman 1.00 5,300.00 MH 23.000 193,046 193,046
PD02 Piledriver Journeyman 3.00 15,900.00 MH 21.000 532,927 532,927
$4,350,992.55 600.0000 MH/EA 31,800.00 MH [ 14080 ] 1,072,173 1,335,957 361,660 1,581,202 4,350,993
501 Form fitg sides marine Quan: 7,341.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
uy forms for 2x24.4x16x3.1m = SOOm2 + 2xl6mxl6mx2.2m = 282m2 =total 782m2 x$500/m2 x
salvage of 30� =$262K
F&5006 6 man Form & Strip Crew 2,447.00 CH Prod: 0.5000 UM Lab Pcs: 6.00 Eqp Pcs: 3.00
3FMFW Metal Wall Forms@107% 782.00 SF 335.000 280,308 280,308
84308R American 7260 100T 1.00 2,447.00 HR 163.010 398,885 398,885
A4
C-35

DMJM Harris
BONNER2012 BONNER BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
BIDITEM = 2990
Description = CI AA CONCRETE FTGS
84700C 185 CFM Compressor 1.00 2,447.00 HR
85005C 20 KW GENERATOR 1.00 2,447.00 HR
CA01 Carpenter Fareman 1.00 2,447.00 MH
CA02 Carpenter Joumeyman 2.00 4,894.00 MH
LA02 Laborer,Skilled 2.00 4,894.00 MH
OP02 Operator,CranE<50 T 1.00 2,447.00 MH
$1,233,416.70 2.0000 MH/M2 14,682.00 MH
503 Assist rebar sub hi scour ftgs Marine
F&5006 6 man Form & Sh-ip Crew 1,100.00 CH
84308R American 7260 100T 1.00 1,100.00 HR
84700C 185 CFM Compressar 1.00 1,100.00 HR
85005C 20 KW GENERATOR 1.00 1,100.00 HR
CA01 CarpenterForeman 1.00 1,100.00 MH
CA02 Carpenter Journeyman 2.00 2,200.00 MH
LA02 Laborer,Skilled 2.00 2,200.00 MH
OP02 Operator,Crane<50 T 1.00 1,100.00 MH
$428,451.04 1713395 MH/LS 6,600.00 MH
504 Pour concrete hi scour ftgs
CNCOS CONC CREW W/3900 674.21 CH
2CFL002 Cl-AA Concrete 42@] 07% 34,722.95 M3
84335R 3900 Manitowoc 110 2.00 1,348.44 HR
85000C 5 KW GF,NERATOR 1.00 674.22 HR
85320C Concr bucket 1.-5-3 C 6.00 4,04531 HR
85340R Pump Truck 1.00 674.22 HR
85360C Hi-Cycle Concrete Vibr 6.00 4,04531 HR
CM02 Concrete Finisher Journeym 1.00 674.22 MH
LA01 Laborer Foreman l.00 674.22 MH
LA02 Laborer,Skilled 2.00 1,348.44 MH
LA03 Laborer, unskilled 2.00 ],348.44 MH
OPO4 Operator, Crane 91T 2.00 1,348.44 MH
OP12 Oiler 2.00 1,348.44 MH
$6,372,703.02 0.1999 MH/CY 6,742.20 MH
_____> Item Totals: 2990 - CI AA CONCRETE FTGS
$12,385,563.31 1.7745 MH/M3 59,824.20 MH
367.398 3371 ] .6 M3
BID ITEM = 3000
Description = F.PDXY COATED REBAR
3000 Epoxy coated rebar
2SR Reinforcing Stccl@107% 4,921,805.90 KG
2SRA Resteel Accessori@107% 4,921,805.90 KG
4REBAR Rebarplace@101% 4,921,805.90 KG
$8,676,159.44
_____> Item Totals: 3000 - EPDXY COATED REBAR
$8,676,159.44
1.763 4921806 KG
Page 4
04/26/2012 1028
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
Unit= M3 TakeoffQuan: 33,7ll.600 EngrQuan: 33,711.600
18.520 45,318 45,318
15.450 37,806 37,806
23.000 90,083 90,083
21.000 165,775 165,775
14.500 118,040 118,040
26.000 97,201 97,201
[ 44 ] 471,099 280,308 482,010 1,233,417
Quan: 38.52 LS Hrs/Shf't: 10.00 Cal: 510 WC: NONE
Prod: 110.0000 S Lab Pcs 6.00 Eqp Pcs: 3.00
163.010 179,311 179,311
18.520 20,372 20,372
15.450 ] 6,995 ] 6,995
23.000 40,495 40,495
21.000 74,521 74,521
14.500 53,063 53,063
26.000 43,695 43,695
[ 3769.47 ] 2] 1,773 216,678 428,451
Quan: 33,711.60 CY Hrs/Shft 10.00 Cal: 510 WC: NONE
Prod: 5.0001 UM Lab Pcs: 10.00 Eqp Pcs: 16.00
157.200 5,840,539 5,840,539
156.470 210,990 210,990
4.550 3,068 3,068
12.090 48,908 48,908
1ll.450 75,142 75,142
1.410 5,704 5,704
18250 19,944 19,944
16.500 18,226 18,226
14.500 32,524 32,524
13.000 29,578 29,578
28.000 57,372 57,372
14.000 30,709 30,709
[ 3.822 ] 188,352 5,840,539 343,812 6,372,703
[ 39.847 ] 1,943,398 7,176,496 641,968 2,623,702 12,385,563
57.65 212.88 19.04 77.83 367.40
Unit= KG TakeoffQuan: 4,921,806.000 Engr Quan: 4,921,806.000
Quan: 4,9zi,sos.vo KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
1.000 5,266,332 5,266,332
0.100 526,633 526,633
0.580 2,883,194 2,883,194
[ ] 5,792,966 2,883,194 8,676,159
C-36
[ ] 5,792,966 2,883,194 8,676,159
1.18 0.59 1.76
�

DMJM Harris
BONNER2012
John Kovac
Activity
Resource
BONNER BRIDGE UPDATE 2012
Desc Quantity
Pcs Unit
BID ITEM = 3010
Description = EPDXY COATF,D SPIRAL RTBAR
433 Epoxy coated spiral rebar
2SR RcinforcingStecl@107% 86,136.00 KG
2SRA Resteel Accessori@l07% 86,136.00 KG
4REBAR Rebarplace@101% 86,136.00 KG
$151,840.54
Page 5
04/26/2012 1028
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
Unit= KG TakeoffQuan: 86,136.000 EngrQuan: 86,136.000
Quan: 86,136.00 KG Hrs/Shft: ]0.00 Cal: 510 WC: NONE
1.000 92,166 92,166
0.100 9,217 9,217
0.580 50,458 50,458
[ ] ]O1,382 50,458 151,841
_____> Item Totals: 3010 - EPDXY COATED SPIRAL REBAR
$151,840.54 [ ] 101,382
1.763 86136 KG 1.18
50,458 151,841
0.59 1.76
BID [TEM = 3020
Description = 508MM SQ PRESTR CONCRETE PILE Unit= M TakeoffQuan: 176.000 Engr Quan: 176.000
3020 508mm sq prestr concrete pile Marine Quan: 176.00 M Hrs/Shft: 10.00 Cal: 510 WC: NONE
PILEA Pilc Crcw Small 50.00 CH Prod: 5.0000 S Lab Pcs: 6.00 Eqp Pcs 6.00
804025 Pile/Drill template 1.00 50.00 HR 12.000 600 600
804030 Pile Driving Jig 1.00 50.00 HR 7.000 350 350
804240 3stagejetpump250 1.00 50.00 HR 22.120 1,106 1,106
84308R American 7260 100T 1.00 50.00 HR 163.O10 8,151 8,151
849] OC 400 Amp Welder 1.00 50.00 HR 11250 563 563
85655C Delmag D30-32 & LEAD L00 50.00 HR 82.960 4,148 4,148
OPO4 Operator, Crane 91T L00 50.00 MH 28.000 2,127 2,127
OPl2 Oiler 1.00 50.00 MH 14.000 1,139 1,139
PDO1 PiledriverForeman 1.00 50.00 MH 23.000 1,821 1,821
PD02 Piledriver Journeyman 3.00 ] 50.00 MH 21.000 5,028 5,028
$25,031.84 1.7045 MH/M 300.00 MH [ 40 ] l 0,1 15 14,917 25,032
31332 Cutoff Concrete Piles 508 mm land Quan: 16.00 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 53.33 CH Prod: 3.0000 US Lab Pcs: 3.25 Eqp Pcs: 1.25
3SAWBLADE Saw blades@107% ] 6.00 EA 10.000 171 171
83150C Lowboy 60 ton trailer 0.25 13.33 HR 23.000 307 307
85325C Concrete Saw Handheld 1.00 53.33 HR 11.460 611 611
LA01 LaborerFareman 1.00 53.33 MH 16.500 1,442 1,442
LA02 Labarer,Skilled 2.00 106.67 MH 14.500 2,573 2,573
TMO1 Teamster 0.25 13.33 MH 12.000 266 266
$5,369.31 10.8331 MH/EA 173.33 MH [ 177.831 ] 4,280 17l 918 5,369
_____> Item Totals: 3020 - 508MM SQ PRESTR CONCRETE PILE
$30,401.15 2.6893 MH/M 473.33 MH [ 56.166 ] 14,395 171 15,835 30,40]
] 72.734 ] 76 M 81.79 0.97 89.97 ] 72.73
BID ITEM = 3030
Description = 1676MM PRESTR CONC CYL PILE
3030 1676mm prestr conccyl pile Marine
29512m /776piles = 38m long buy 40m =5o waste
PILEC Pile Crew Large 5,173.33 CH
Unit= M TakeoffQuan: 29,512.000 En� Quan: 29,S12.000
Quan: 776.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
C-37
Prod: 1.5000 US Lab Pcs: 6.00 Eqp Pcs: 6.00
�•

DMJM Harris
BONNER2012
John Kovac
Activity
Resource
BONNER BRIDGE UPDATE 2012
Desc Quantity
Pcs Unit
Page 6
04/26/2012 1028
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
BIDITEM = 3030
Description = 1676MM PRF,STR CONC CYL PILE Unit= M TakeoffQuan: 29,512.000 En� Quan: 29,512.000
2FCP66 66" PSPC Concret @107% 30,987.60 M 770.800 25,557,209 25,557,209
804025 Pile/Drill template 1.00 5,17333 HR 12.000 62,080 62,080
804030 Pile Driving Jig 1.00 5,173.33 HR 7.000 36,213 36,213
804240 3 stage jet pump 250 1.00 S,l 73.33 HR 22.120 114,434 1] 4,434
84304R 9299 SKYHORSE & BAR 1.00 5,17333 HR 462.970 2,395,097 2,395,097
849] OC 400 Amp Welder 1.00 5,173.33 HR 11250 58,200 58,200
85664C DELMAG D160-32 & LEA L00 5,173.33 HR 475.820 2,461,574 2,461,574
OPOS Operator, Crane>140 T L00 5,173.33 MH 28.000 220,11 ] 220,1 l l
OP12 Oiler 1.00 5,173.33 MH 14.000 117,815 117,815
PDOI Piledriver Foreman 1.00 5,17333 MH 23.000 188,432 188,432
PD02 PiledriverJoumeyman 3.00 15,520.00 MH 21.000 520,190 520,190
$31,73 L,355.50 39.9999 MH/EA 31,039.99 MH [ 938.666 ] 1,046,549 �s,ss�,zo9 5,127,598 31,731,356
31332 Cutoff Concrete Piles 1676mm Quan: 776.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
776# x5'x548kg = 2124tonnes/30t = 71 1dsx10 = 710hrs
PILE4 Pile CutoffCrew 5,173.33 CH Prod: 1.5000 US Lab Pcs: 3.12 Eqp Pcs: 1.] 2
3SAWBLADE Sawblades@107% 776.00 EA 10.000 8,303 8,303
83150C Lowboy 60 ton trailer 0.12 620.80 HR 23.000 14,421 14,421
85325C Concrete Saw Handheld 1.00 5,17333 HR ll.460 59,286 59,286
LA01 LaborerFareman 1.00 5,173.33 MH 16.500 139,848 139,848
LA02 Laborer,Skilled 2.00 10,346.67 MH 14.500 249,555 249,555
TMO1 Teamster 0.12 620.80 MH 12.000 12,384 12,384
$483,797.96 20.8000 MH/EA 16,140.80 MH [ 344.227 ] 401,787 8,303 73,708 483,798
_____> ltem Totals: 3030 - 1676MM PRESTR CONC CYL PILE
$32,215,153.46 1.5986 MH/M 47,] 80.79 MH [ 33.733 ] 1,448,336 �s,ss�,zo9 8,303 5,201,305 32,215,153
],09].595 29512 M 49.08 865.99 0.28 17624 1,091.60
B�D ITEM = 3040
Dcscription = DYNAMIC PILE TEST
3040 Dynamic pile test
4TEST Pile test@101% 7.00 LS
BID ITEM = 3050
Description = AXiAL LD TEST ON 1676MM CYL PILE
3050 Axial ld test on 1676mm cyl pile
4TEST.01 Piletest�cil101% 4.00 LS
Unit= EA TakcoffQuan: 7.000 EngrQuan: 7.000
Quan: 7.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
1,754.000 12,401 12,401
Unit = EA TakeoffQuan: 4.000 Engr Quan: 4.000
Quan: 4.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
350,850.000 1,417,434 1,417,434
BID ITEM = 3060
Description = PRODUCTION DYNAMIC LD TEST ON CYL PILE Unit = EA TakeoffQuan: 7.000 Engr Quan: 7.000
309000 Pile testing, Complete Quan: 7.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
4TEST Pile test@101% 7.00 LS 1,754.000 12,401 12,401
A7
C-38

DMJM Harris
BONNER2012 BONNER BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
BID ITEM = 4110
Description = PRECAST CONCRGTF, COLS & CAPS
Page 7
04/26/2012 1028
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
Unit= M3 TakcoffQuan: 3,181.300 Eng-Quan: 3,181.300
41530 Cast cols & caps incl form set up Marine Quan: 3,] 80.00 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
Buy 2# forms for std & special i.e. 2 X 30m x 4m = 240m2 x$600/m2 =$144K
Soffit incl cap 3# x 6m x 3m 54m2 + cap sides
16.Sm x 1.15 = 19 m2 total = 73m2 x$500 =$36.SK
SEG 4S Man Segment Precasting 1,413.33 CH Prod: 0.5000 UM Lab Pcs: 4.50 Eqp Pcs: 0.00
2CFL007 Superplastizer@107% 3,180.00 M3 15.000 5],039 51,039
2CFL025 Cl-IV Conc (FL)@107% 3,180.00 M3 196.500 668,6ll 668,611
3FMF METAL FORMS@107% 313.00 M2 550.000 184,201 184,201
CA01 Carpenter Fareman 0.50 706.67 MH 23.000 26,O15 26,O15
CA02 Carpenter Journeyman 1.00 1,413.33 MH 21.000 47,874 47,874
CMO1 Concrete Finisher Fareman 1.00 1,41333 MH 2O250 45,925 45,925
IWO1 [ronworker Foreman 1.00 1,413.33 MH 28.000 63,433 63,433
LA02 Laborer,Skilled 1.00 1,41333 MH 14.500 34,089 34,089
$1,121,186.02 1.9999 MH/M3 6,359.99 MH [46.567] 217,336 719,650 184,201 1,121,186
44330L Erect conc PC cols & caps Marine Quan: 176.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
FRM087 Formwork crew w/9320 879.9] CH Prod: 2.0002 US Lab Pcs: 8.00 Eqp Pcs: 2.00
84303R American 9320 250 T 1.00 879.91 HR 291.660 274,599 274,599
85000C 5 KW GENERATOR 1.00 879.91 HR 4.550 4,004 4,004
CA01 Carpenter Foreman 1.00 879.91 MH 23.000 32,393 32,393
CA02 Carpenter Journeyman 4.00 3,519.65 MH 21.000 119,222 119,222
LA03 Laborer, unskilled L00 87991 MH 13.000 19,301 19,301
OPOS Operator, Crane>140 T L00 87991 MH 28.000 37,438 37,438
OP12 Oiler 1.00 879.91 MH 14.000 20,039 20,039
$506,993.63 39.9959 MH/EA 7,039.29 MH [ 890.91 ] 228,391 278,603 506,994
_____> Item Totals: 4110 - PRECAST CONCRETE COLS & CAPS
$1,628,179.65 4.2ll 8 MH/M3 13,399.28 MH [ 95.836 ] 445,727 719,650 184,201 278,603 1,628,180
511.797 31813 M3 140.11 226.21 57.90 87.58 511.80
BID ITEM = 4120
Description = RF.BAR IN PC COLS & CAPS
Unit = KG Takeoff Quan: 464,426.000 Engr Quan: 464,426.000
433 S& I Reinforcing Steelr Quan: 464,425.91 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
2SR ReinforcingSteel�n;107% 464,425.91 KG 1.000 496,936 496,936
2SRA Resteel Accessori c�i l07% 464,42591 KG 0.100 49,694 49,694
4REBAR Rebarplace@101% 464,425.91 KG 0.580 272,061 272,061
$818,689.99 [ ] 546,629 272,061 818,690
_____> Item ToYals: 4120 - REBAR IN PC COLS & CAPS
$818,689.99 [ ] 546,629 272,061 8]8,690
1.763 464426 KG 1.18 0.59 1.76
BID ITEM = 4]30
Description = PT STRAND IN PC COLS & CAPS
Unit = KG Takeoff Quan: 70,298.000 F.n� Quan: 70,298.000
4130 PT strand in PC cols & caps Quan: 70,298.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
PTS 5 Man PT Crew 702.98 CH Prod: 20.0000 UM Lab Pcs: 5.00 Eqp Pcs
C-39
0.00
��

DMJM Harris
BONNER2012
John Kovac
Activity
Resource
BONNER BRIDGE UPDATE 2012
Desc Quantity
Pcs Unit
Page 8
04/26/2012 1028
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
BIDITEM = 4130
Description = PT STRAND 1N PC COLS & CAPS Unit= KG TakeoffQuan: 70,298.000 Engr Quan: 70,298.000
2PTGROUT PT Grout Materia]@107% 15.00 M3 300.000 4,815 4,815
2PTSTRAND PT STRAND SUPPLY@] 0 70,298.00 KG 2.750 206,852 206,852
IWOI Ironworker Foreman 2.00 1,405.96 MH 28.000 63,102 63,102
IWOII IronworkerForeman 1.00 702.98 MH 28.000 31,551 31,SS1
LA02 Laborer,Skilled 2.00 1,405.96 MH 14.500 33,911 33,911
$340,230.87 0.0500 MH/KG 3,514.90 MH [ 1.243 ] 128,564 211,667 340,231
_____> ltem Totals: 4130 - PT STRAND 1N PC COLS & CAPS
$340,230.87 0.0500 MH/KG 3,514.90 MH [ 1.243 ] 128,564 211,667 340,23]
4.840 70298 KG 1.83 3.01 4.84
BID ITEM = 4]40
Description = PT BAR 1N PC COLS & CAPS Unit= KG TakeoffQuan: 61,135.000 En� Quan: 61,135.000
4140 PT Bar in PC cols & caps Quan: 61,135.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
PT5 5 Man PT Crew 6l ].35 CH Prod: 20.0000 UM Lab Pcs: 5.00 Eqp Pcs: 0.00
2PTBAR PT Bar supply@107% 61,135.00 KG 2.750 179,890 179,890
IWO1 Ironworker Foreman 2.00 1,222.70 MH 28.000 54,877 54,877
IWO11 Ironwarker Foreman 1.00 6l 1.35 MH 28.000 27,439 27,439
LA02 Laborer,Skilled 2.00 1,222.70 MH 14.500 29,491 29,491
$291,696.07 0.0500 MH/KG 3,056.75 MH [ 1.243 ] 111,806 179,890 291,696
_____> Item Totals: 4140 - PT BAR IN PC COLS & CAPS
$291,696.07 0.0500 MH/KG 3,056.75 MH [ 1.243 ] 111,806 179,890
4.771 61135 KG 1.83 2.94
BID ITEM = 4180
Description = REBAR IN PC DK SEGS
4100 Rebarsinsegs
15 mhrs/tonne x $30/hr = $450/1000kg = $0.45/kg
2SR Reinforcing Steel@107% 5,837,700.00 KG
2SRA Resteel Accessori c�i l07% 5,837,700.00 KG
4REBAR Rebarplace@101% 5,837,700.00 KG
$10,290,697.56
_____> Item ToYals: 4180 - REBAR IN PC DK SEGS
$] 0,290,697.56
l .763 5837700 KG
BID ITEM = 4]90
Description = PRE CAST CON DK SEGS
20500 Casting Yard Staff
Z035 -> Casting Supt
Z040 =_> Project Engineer
Z045 --> Filed Engineer#1
Z070 --> ChiefSurveyor
5,280.00 MH
5,280.00 MH
5,280.00 MH
5,280.00 MH
29l ,696
4.77
Unit= KG TakeoffQuan: 5,837,700.000 EngrQuan: 5,837,700.000
Quan: s,ss�,�oo.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
1.000 6,246,339
0.100 624,634
0.580
[ ] 6,870,973
[ ] 6,870,973
1.18
6,246,339
624,634
3,4]9,725 3,419,725
3,419,725 I 0,290,698
3,419,725 10,290,698
0.59 1.76
Unit= M3 TakeoffQuan: 38,918.200 EngrQuan: 38,918.200
Quan: 24.00 MTH Hrs/Shft: 10.00 Cal: 510 WC: NONE
58.000 390,826 390,826
58.000 390,826 390,826
38.500 268,303 268,303
58.000 390,826 390,826
A9
C-40

DMJM Harris
BONNER2012
John Kovac
Activity
Resource
BONNER BRIDGE UPDATE 2012
Desc Quantity
Pcs Unit
Page 9
04/26/2012 1028
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
BIDITEM = 4190
Description = PRE CAST CON DK SEGS Unit= M3 TakeoffQuan: 38,918.200 En� Quan: 38,918.200
Z122 --> Accounting Clerk 5,280.00 MH 17.000 133,214 133,214
$1,573,994.40 1,100.0000 MH/MTH 26,400.00 MH [ 50490 ] 1,573,994 1,573,994
20500A Geometry Control Staff Quan: 29.62 MTH Hrs/Shft 10.00 Cal: 510 WC: NONE
XZ072 -> Instrumcnt man 19,200.00 MH 30.000 743,040 743,040
$743,040.00 6482106 MH/MTH 19,200.00 MH [ 19446.32 ] 743,040 743,040
20500A001 Cost of Land Quan: 22.53 ACR Hrs/Shft: 10.00 Cal: 510 WC: NONE
6LAND LandRcnULcase 1.00 LS 1,169,500.000 1,169,500 ],169,500
�
20500A003 Clear and Grub Site Quan: 25.00 ACR Hrs/Shft: 10.00 Cal: 510 WC: NONE
4CLR Clcar and Grub Su@101% 25.00 ACRE 1,754.000 44,289 44,289
20500A005 Grade and Level Quan: 54,08310 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 Wark Sub@101% 54,083.10 CY 3.500 191,184 191,184
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 Work Sub@101 °/n 26,613.09 LTN 23.390 628,705 628,705
20500A009
4FENCE
20500A011
4ELEC
20500A015
3UTHOOK
20500A017
F&5006
3MISC
3TRAILER
84700C
85005C
CA01
CA02
LA02
LA03
$95,770.32
20500A019
30FFSUPPL
3 SECURITY
3STOR-BOX
3TRASH
3UTILEXP
$141,775.00
Fencing
Fencing Subcontra@101%
Yard Lights
Electrical Subcon@101%
Utility hook-Ups
Utility Hook-ups@7 07%
Set-Up Trailers
6 man Form & Strip Crew
Miscellaneous Mat@107%
60' by 10' Trail�@107%
185 CFM Compressor 1.00
20 KW GENERATOR I.00
Carpenter Fareman l .00
Carpenter Journeyman 2.00
Laborer,Skilled 2.00
Laborer, unskilled 1.00
221.4022 MH/EA
Expences
Office Supply@107%
Security@107%
Steel Storage Con ct 107%
Garbage Disposal@107%
Utility Expenses@107%
5,J2498 FT
25.00 EA
10.00 FA
100.00 CH
1.00 LS
3.00 EA
] 00.00 HR
100.00 HR
100.00 MH
200.00 MH
200.00 MH
100.00 MH
600.00 MH
24.00 MTH
24.00 MTH
5.00 EA
24.00 MTH
24.00 MTH
Quan: 5,924.98 FT Hrs/Shft: 10.00 Cal: 510 WC: NONE
17.540 104,963 104,963
Quan: 22.22 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
2,924.000 73,831 73,831
Quan: 10.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
2,500.000 26,750 26,750
Quan: 2.71 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 10.0000 S Lab Pcs: 6.00 Eqp Pcs: 2.00
10,000.000 ] 0,700 10,700
20,000.000 64,200 64,200
18.520 1,852 1,852
15.450 1,545 1,545
23.000 3,681 3,681
21.000 6,775 6,775
14.500 4,824 4,824
13.000 2,193 2,193
[ 4343.173 ] 17,473 74,900 3,397 95,770
Quan: 21.63 MTHHrs/Shft: 10.00 Cal: 510 WC:NONE
1,000.000 25,680 25,680
1,000.000 25,680 25,680
2,500.000 ] 3,375 13,375
1,000.000 25,680 25,680
2,000.000 51,360 S1,360
[ ] 141,775 141,775
�
A10
C-41

DMJM Harris
BONNER2012 BONNER BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
BIDITEM = 4190
Description = PRE CAST CON DK SEGS
20500A021 Furn/Off Machines/Computers
3FURN Trailer Furnishin�d,107% 1.00 LS
30FFMACH Office Machines@107% 1.00 LS
$53,500.00
20500B01 Set up Rebar Jigs & Hang-Up Racks
8 Jigs @ the 16 m width & 8 Hang-Up Racks
F&5006 6 man Form & Strip Crew 250.00 CH
2CFL005 Cl-P Conc 5000@107% 50.00 CY
3F$025 FormSupplies@]07% 2,499.99 SF
3FIN-PLY Fin-Ply@] 07% 2,499.99 SF
3SCAFF-15K 15 Kip/Leg Scaffo@]07% 40.00 EA
84700C 185 CFM Compressor 1.00 250.00 HR
85005C 20 KW GENERATOR L00 250.00 HR
CA01 Carpenter Fareman l.00 250.00 MH
CA02 Carpenter Journeyman 2.00 500.00 MH
LA02 Laborer,Skilled 2.00 500.00 MH
LA03 Laborer, unskilled 1.00 250.00 MH
$87,271.74 187.5000 MH/EA 1,500.00 MH
20500B02 Survey Platforms
8# square platforms 10' in the air
F&5006 6 man Form & Stnp Crew 40.03 CH
2CFL005 Cl-P Conc 5000@107% ] 0.01 CY
3F$O15 Formwork@107% 500.42 SF
3SCAFF-15K 15 Kip/Leg ScatFo@107% 20.01 FA
84308R American 7260 100T 0.00 HR
84700C 185 CFM Compressar 1.00 40.03 HR
85005C 20 KW GENERATOR 1.00 40.03 HR
CA01 Carpenter Foreman 1.00 40.03 MH
CA02 Carpenter Journeyman 2.00 80.06 MH
LA02 Labarer,Skilled 2.00 80.06 MH
LA03 Laborer, unskilled 1.00 40.03 MH
OP02 Operator,Crane<50 T 0.00 MH
$17,411.99 60.0450 MH/EA 240.18 MH
20500B03 Casting Machine Foundations
8 Beds
F&5006 6 man Form & Sh-ip Crew 191.14 CH
2CFL005 Cl-P Conc 5000@107% 500.00 CY
2SR ReinforcingSteel@107% 75,000.41 KG
2SRA Resteel Accessori@107% 64,513.06 KG
3F$O10 Farmwork@107% 7,500.04 SF
4RBR Resteel install S@101 % 75,000.41 LB
84700C 185 CFM Compressar 1.00 191.14 HR
85005C 20 KW GENERATOR 1.00 ]91.14 HR
CAOl Carpenter Foreman l.00 l 91.14 MH
CA02 Carpenter Joumeyman 2.00 382.28 MH
LA02 Laborer,Skilled 2.00 382.28 MH
LA03 Laborer, unskilled 1.00 191.14 MH
$218,695.06 2.2936 MH/CY 1,146.84 MH
20500B04 Canopies
Page ] 0
04/26/2012 1028
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
Unit= M3 TakeoffQuan: 38,918.200 EngrQuan: 38,918.200
Quan: 0.90 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
20,000.000 21,400
30,000.000 32,100
[ ] 53,500
Quan: 8.00 EA Hrs/Shft 10.00 Cal: 510 WC: NONE
Prod: 25.0000 S Lab Pcs: 6.00 Eqp Pc
96.000 5,136
2.000 5,350
4.000 ] 0,700
325.000 ] 3,9] 0
18.520 4,630
15.450 3,863
23.000 9,203
21.000 16,937
14.500 12,060
13.000 5,484
[ 3678.125 ] 43,683 5,136 29,960 8,493
Quan: 4.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 4.0030 S Lab Pcs: 6.00 Eqp Pc
96.000 ],028
2.000 1,071
325.000 6,958
163.010
18.520 741
15.450 618
23.000 I ,474
21.000 2,712
14.500 1,931
13.000 878
26.000
[ 1177.885 ] 6,995 1,028 8,029 1,360
Quan: 500.00 CY Hrs/Shft: 10.00 Cal: 510 WC: NONE
21,400
32,100
53,500
2.00
5,136
5,350
] 0,700
]3,910
4,630
3,863
9,203
16,937
] 2,060
5,484
87,272
2.00
1,028
1,071
6,958
741
618
I ,474
2,712
1,931
s�x
17,412
Prod: 19.1140 S Lab Pcs: 6.00 Eqp Pcs: 2.00
96.000 S1,360 51,360
1.000 80,250 80,250
0.100 6,903 6,903
2.000 16,050 16,050
0.320 24,240 24,240
18.520 3,540 3,540
15.450 2,953 2,953
23.000 7,037 7,037
21.000 12,949 12,949
14.500 9,220 9,220
13.000 4,193 4,193
[ 44.994 ] 33,399 138,513 16,050 6,493 24,240 218,695
Quan: 4.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
C-42
�
A11

DMJM Harris
BONNER2012 BONNER BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
BIDITEM = 4190
Description = PRE CAST CON DK SEGS
3CANOPY Seg Mach Canopics@107% 5,004.20 SF
20500B05 Gantry Crane Rail
F&5006 6 man Form & Sh-ip Crew 196.74 CH
2CFL005 Cl-P Conc 5000@107% 1,500.00 CY
2SR Reinforcing Steel@107% 119,999.97 KG
2SRA Resteel Accessori@107% 119,999.97 KG
3F$005 Formwork(c�107% 6,000.00 LF
3GANTRATL 100#GantryRail@l07% 6,000.00 LF
3TRACKSWTC GanhyTrackSwit@107% 0.60 EA
4RBR Rest�el Install S@IOl% 119,999.97 LB
84700C 185 CFM Compressor 1.00 196.74 HR
85005C 20 KW GENERATOR 1.00 196.74 HR
CAOl Carpenter Foreman 1.00 196.74 MH
CA02 Carpenter Journeyman 2.00 393.48 MH
LA02 Laborer,Skilled 2.00 393.48 MH
LA03 Laborer, unskilled 1.00 196.74 MH
$538,874.20 0.1967 MH/LF 1,180.44 MH
20500B06 Set-Up Casting Machines
F&S006 6 man Form & Ship Crew 721.37 CH
3MISC.01 Miscellaneous Mat@107% 7.21 EA
84700C 185 CFM Compressar 1.00 72137 HR
85005C 20 KW GF,NERATOR 1.00 721.37 HR
CA01 Carpenter Fareman l.00 721.37 MH
CA02 CarpenterJourneyman 2.00 ],442.74 MH
LA02 Laborer,Skilled 2.00 1,442.74 MH
LA03 Laborer, unskilled 1.00 721.37 MH
$150,559.87 600.3079 MH/EA 4,32822 MH
20500D Speciality Engineering
6SREC-ENG Special Engineering 1.00 LS
20500E Casting Yard Equip & Op's
Equip based on 176 hr/mth & 24 months to cast
3FMFC Meta] Column Form@107 2.00 SF
8] 1GANTRY 100T Gantry Crane 3,999.97 HR
811 PC-PU OP Precast Yard P/U Op's 42,240.00 HR
811 PC-PU'S Precast Yard Pick-Up 10.00 EA
81 l PC-PUSA PC Yard P/U Salvage l 0.00 EA
811RLLRSCR Roller Scre�d 4.00 EA
811 TRLRPMP =_> Trailer Pump(60 cy/hr) 3,999.97 HR
83405C => CAT 966F (220 HP) 3,999.97 HR
84308R =_> American 7260 100T 3,999.97 HR
84510R =_> 50 Ton R.T. 3,999.97 HR
84700C =_> l85 CFM Compressor 7,999.98 HR
849] OC =_> 400 Amp Welder 7,999.98 HR
85005C =_> 20 KW GENERATOR 7,999.98 HR
85315 =_> Conc. Bucket 5 CY 7,999.98 HR
85320C =_> Concr bucket 1.-5-3 C 7,999.98 HR
85325C =_> Concrete Saw Handhel 7,999.98 HR
L165 =_> Mechanic 8,000.00 MH
OP03 =_> Operator, crane 5] T 3,999.97 MH
OPO4 =_> Operator, Crane 9] T 7,999.98 MH
OP10 => Operator, Loader 3,999.97 MH
Page 1 1
04/26/2012 1028
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
Unit= M3 TakeoffQuan: 38,918.200 EngrQuan: 38,918.200
10.000 53,545 53,545
Quan: 6,000.00 LF Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 19.6740 S Lab Pcs: 6.00 Eqp Pcs 2.00
96.000 154,080 154,080
1.000 l 28,400 128,400
0.100 12,840 ] 2,840
2.000 12,840 12,840
20.000 128,400 128,400
35,000.000 22,470 22,470
0.320 38,784 38,784
18.520 3,644 3,644
15.450 3,040 3,040
23.000 7,243 7,243
21.000 13,328 13,328
14.500 9,491 9,491
13.000 4,315 4,315
[ 3.859 ] 34,377 295,320 163,710 6,683 38,784 538,874
Quan: 7.21 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 72.1370 S Lab Pcs: 6.00 Eqp Pcs: 2.00
1.000 8 8
18.520 13,360 13,360
15.450 11,145 1 1,145
23.000 26,556 26,556
21.000 48,870 48,870
14.500 34,798 34,798
13.000 15,823 15,823
[ l] 776.039 ] 126,047 8 24,505 150,560
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
1,169,500.000 1,169,500 1,169,500
Quan: 24.00 MTHHrs/Shft: 10.00 Cal: 510 WC: NONE
150,000.000 321,000 321,000
118.000 471,996 471,996
3.000 126,720 126,720
30,000.000 300,000 300,000
10,000.000 100,000 100,000
1 ],000.000 47,080 47,080
48.400 193,599 193,599
87.530 350,1]7 350,117
163.010 652,035 652,035
128.100 548,264 548,264
18.520 148,160 148,160
11.250 9Q000 90,000
15.450 123,600 123,600
18.040 144,320 144,320
12.090 96,720 96,720
11.460 91,680 91,680
35.000 406,520 406,520
26.000 158,888 158,888
28.000 340,377 340,377
20.500 127,816 127,816
C-43
Al2

DMJM Harris
BONNER2012 BONNER BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
BIDITEM = 4190
Description = PRE CAST CON DK SEGS
$4,838,890.56 999.9966 MH/MTH 23,999.92 MH
20500F Concrete and Embeds
2ACCESSH AccessHATCHES@107°/a 50.00 EA
2BOX-DRN BoxDrains@]07% 1,500.00 EA
2CFL025.O1 Cl-IV Conc (FL)@]07% 38,918.20 M3
2CSUPER Super-plasYicizer@107% 38,918.20 M3
2DIAP-DOOR Diphragm Door As a,107°/o 50.00 EA
2L1FT-BLK Lifting Block Out@] 07% 5,800.00 F,A
2RF,STR-PIPE Restrainer Assemb@107% ] 00.00 EA
2SCUPPF,RS Seg Deck Scuppers@l 07% 800.00 F.A
$8,877,14725
20500G03 Form Pier & end bent special seg's
SEG 4.5 Man Scgnicnt Precasting 2,700.00 CH
CA01 CarpenterForeman 0.50 1,350.00 MH
CA02 Carpenter Journeyman 1.00 2,700.00 MH
CMO 1 Concrete Finisher Foreman l.00 2,700.00 MH
IWO1 Ironworker Foreman 1.00 2,700.00 MH
LA02 Laborer,Skilled 1.00 2,700.00 MH
$415,193.69 150.0000 MH/EA 12,150.00 MH
20500G05 Form typical seg's
SEG 4.5 Man SegxneniPrecasring 30,333.42 CH
CA01 Carpenter Foreman 0.50 15,166.71 MH
CA02 Carpenter Journeyman 1.00 30,333.42 MH
CMO 1 Concrete Finisher Foreman l.00 30,333.42 MH
IWOI [ronworker Foreman 1.00 30,333.42 MH
LA02 Laborer,Skilled 1.00 30,333.42 MH
$4,664,534.93 100.0002 MH/EA 136,50039 MH
20500H Pour Segments
CON006 6 Man Conc Place andFinish 4,338.00 CH
84700C 185 CFM Compressor 1.00 4,338.00 HR
85005C 20 KW GF,NERATOR 1.00 4,338.00 HR
85360C Hi-Cycle Concrete Vibr 2.00 8,676.00 HR
CM02 Concrete Finisher Journeym 2.00 8,676.00 MH
LA01 Laborer Foreman 1.00 4,338.00 MH
LA02 Laborer,Skilled 2.00 8,676.00 MH
LA03 Laborer, unskilled L00 4,338.00 MH
OPO1 Operator Foreman 1.00 4,338.00 MH
$1,034,745.09 21.0000 MH/EA 30,366.00 MH
20500I Clean and Rub SegmenYs
CNC7l Point, Patch and Rub Crew 4,820.00 CH
3CCA Concreterubbing@107% 54,000.00 M2
3CURE Curing@107% 100,000.00 M2
3SAND Sand Blasting Mat@107% 17,745.00 M2
CMO 1 Conerete Finisher Fareman l.00 4,820.00 MH
CM02 Concrete Finisher Journeym 5.00 24,] 00.00 MH
$1,033,630.05 20.0000 MH/EA 28,920.00 MH
20500K Store Segments
Page ] 2
04/26/2012 1028
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
Unit= M3 TakeoffQuan: 38,918.200 EngrQuan: 38,918.200
[31624.91 ] 1,033,601 321,000 3,484,290 4,838,891
Quan: 38,918.20 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
350.000 18,725 18,725
1.000 1,605 1,605
196.500 8,182,746 8,182,746
15.000 624,637 624,637
550.000 29,425 29,425
2.500 15,515 15,515
30.000 3,210 3,210
1.500 1,284 1,284
[ 7 8,s��,�4� s,s��,�4�
Quan: 81.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 150.0000 MU Lab Pcs: 4.50 Eqp Pcs: 0.00
23.000 49,698 49,698
21.000 91,458 91,458
20250 87,735 87,735
28.000 121,181 121,181
14.500 65,122 65,122
[ 3492.5 ] 4]S,194 415,194
Quan: 1,365.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 100.0003 MU Lab Pcs: 4.50 Eqp Pcs: 0.00
23.000 558,339 558,339
21.000 1,027,488 ] ,027,488
20250 985,664 985,664
28.000 1,361,420 ],361,420
14.500 731,624 731,624
[ 2328.34 ] 4,664,535 4,664,535
Quan: 1,446.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 3.0000 HU Lab Pcs: 7.00 Eqp Pcs: 4.00
18.520 80,340 80,340
15.450 67,022 67,022
1.4] 0 12,233 12,233
18250 256,647 256,647
16.500 1 l 7,267 1] 7,267
14.500 209,260 209,260
13.000 95,152 95,152
30.000 196,824 196,824
[ 412.5 ] 875,150 159,595 1,034,745
Quan: ],446.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 3.0000 US Lab Pcs: 6.00 Eqp Pcs 0.00
1.000 57,780 57,780
0.550 58,850 58,850
2.500 47,468 47,468
20.250 156,623 156,623
18250 712,910 712,910
[ 408.833 ] 869,532 ] 64,098 1,033,630
Quan: ],199.81 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
C-44
A13

DMJM Harris
BONNER2012 BONNER BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
BIDITEM = 4190
Description = PRE CAST CON DK SEGS
3DUNNAGE Hardwood Blocking@107% 62.54 MBFT
20500L Dismantle Casting Yard
F&5006 6 man Form & Sh-ip Crew 200.00 CH
4DEM0.01 Demolition Sub@101% 2,096.91 CY
84308R American 7260 ] OOT 0.00 HR
84700C 185 CFM Compressar 1.00 200.00 HR
85005C 20 KW GENERATOR 1.00 200.00 HR
CA01 Carpenter Fareman I.00 200.00 MH
CA02 Carpenter Journeyman 2.00 400.00 MH
LA02 Laborer,Skilled 2.00 400.00 MH
LA03 Laborer, unskilled 1.00 200.00 MH
OP02 Operator,Crane<50 T 0.00 MH
$165,594.21 1,200.0000 MH/LS 1,200.00 MH
_____> Item Totals: 4190 - PRE CAST CON DK SEGS
$28,179,812.73 7.3932 MH/M3 287,731.99 MH
724.078 38918.2 M3
BIDITEM = 4191
Description= F.RECT PC DK SEGS
Page 13
04/26/2012 1028
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
Unit= M3 TakeoffQuan: 38,918.200 EngrQuan: 38,918.200
1,000.000 66,918 66,918
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 20.0000 S Lab Pcs: 6.00 Eqp Pcs 2.00
58.480 123,854 123,854
163.010
18.520 3,704 3,704
15.450 3,090 3,090
23.000 7,363 7,363
21.000 ] 3,549 13,549
14.500 9,648 9,648
13.000 4,387 4,387
26.000
[ 23540 ] 34,947 6,794 123,854 165,594
[ 190.026 ] 10,471,967 9,317,145 3,459,243 3,701,609 1,229,849 2s,179,813
269.08 239.40 88.88 95.11 31.60 724.08
Unit= M3 TakeoffQuan: 38,918.200 En�n-Quan: 38,918.200
21100A01 Heavy Lift Crane Assembly Marine Quan: 1.48 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
Trucking carried in Mob Item Assembly Crane carried in project equipment
LA02 --> Laborer,Skilled 296.25 MH 14.500 7,145
OPOS --> Operator, Crane>140 592.50 MH 28.000 25,209
$32,354.59 600.5067 MH/LS 888.75 MH [ 15523.101 ] 32,355
21100A02 Heavy Crane Site Moves Marine Quan: 10.37 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
LA02 -> Laborcr,Skillcd ] 03.69 MH 14.500 2,501
OPOS =_> Operator, Crane>140 207.37 MH 28.000 8,823
$11,323.96 29.9961 MH/EA 311.06 MH [ 775.396 ] 1 1,324
21100E Prop Extended Catilevers Quan: 34.25 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
38 Locations - 10 End Bents & 14 Expansion Piers Set segments with truss as was done at Seabreeze for
segments beyond balanced cantilevered portion of erection front to finish at the end bents or expansior
piers
7,145
25,209
32,355
2,501
8,823
1 1,324
F&5006 6 man Form & Strip Crew 1,000.00 CH Prod: 100.0000 S Lab Pcs: 6.00 Eqp Pcs: 2.00
3MSTRSTL Misc Struc Steel@] 07% 50.00 TON 1,000.000 53,500 53,500
3SHOR-100K 100 Kip Shoring@107% 1.00 LS 250,000.000 267,500 267,500
84700C 185 CFM Compressor 1.00 1,000.00 HR 18.520 18,520 ] 8,520
85005C 20 KW GENERATOR 1.00 1,000.00 HR 15.450 15,450 ] 5,450
CA01 CarpenterFareman L00 1,000.00 MH 23.000 36,813 36,813
CA02 Carpenter Journeyman 2.00 2,000.00 MH 2l .000 67,746 67,746
LA02 Laborer,Skilled 2.00 2,000.00 MH 14.500 48,239 48,239
LA03 Laborer, unskilled 1.00 1,000.00 MH 13.000 21,935 21,935
$529,703.17 175.1824 MH/EA 6,000.00 MH [ 3436.496 ] 174,733 321,000 33,970 529,703
2ll OOF Stability Systems Quan: 64.89 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
F&5006 6 man Form & Strip Crew 973.41 CH Prod: 1.5001 SU Lab Pcs: 6.00 Eqp Pcs: 2.00
3MTSC Miscellaneous Mat@107% 64.89 LS 1.000 69 69
3PIERBRKT Erection Truss Pi@] 07% 4.00 EA 50,000.000 214,000 214,000
� '
C-45

DMJM Harris
BONNER2012 BONNER BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
BIDITEM = 4191
Description = ERECT PC DK SEGS
84700C 185 CFM Compressor 1.00 973.41 HR
85005C 20 KW GENERATOR 1.00 973.41 HR
CA01 Carpenter Fareman 1.00 973.41 MH
CA02 Caxpenter Journeyman 2.00 1,946.83 MH
LA02 Laborer,Skilled 2.00 1,946.83 MH
LA03 LaUorcr, unskilled 1.00 973.41 MH
$417,223.73 90.0058 MH/EA 5,840.48 MH
21100H load Out Seg' @ PC Yard
LAB02 2 Man Labor Crew 3,402.50 CH
3MISC Miscellaneous Mat@107% 1,361.00 EA
4HAUL Haul Carolina to@10] % 1,361.00 TR]P
LA02 Laborer,Skilled 1.00 3,402.50 MH
LA03 Laborer, unskilled 1.00 3,402.50 MH
$1,778,867.93 5.0000 MH/F.A 6,805.00 MH
21100J Apply Epoxy
LAB02 2 Man Labor Crew 3,615.00 CH
2EPDXY Se�nent Epoxy Glu@l 07% 8,67598 GAL
3GLOVES Gloves to apply E cu107% 2,891.99 PR
LA02 Laborer,Skilled 1.00 3,615.00 MH
LA03 Laborer, unskilled 1.00 3,615.00 MH
$378,453.94 5.0000 MH/EA 7,230.00 MH
2ll OOK Erect Pier, abut & special Segme
F,RECT8 Se�nent Erection Crew 6,400.00 CH
3MISC Miscellaneous Mat@107% 128.00 EA
84310 4100 Manitowoc S2 1.00 6,400.00 HR
84700C 185 CFM Compressar 1.00 6,400.00 HR
85005C 20 KW GENERATOR 1.00 6,400.00 HR
IWO11 IronwarkerForeman 1.00 6,400.00 MH
iW02 IronworkerJorneyman 3.00 19,200.00 MH
LA02 Laborer,Skilled 3.00 19,200.00 MH
OPOS Operator, Cranc>140 T 1.00 6,400.00 MH
$4,142,716.58 400.0000 MH/F,A 51,200.00 MH
21100L Erect CanYilever SegmenCs
ERECT8 Scgmcnt Ercction Crcw 4,406.66 CH
84310 4100 Manitowoc S2 1.00 4,406.67 HR
84700C 185 CFM Compressor 1.00 4,406.67 HR
85005C 20 KW GF,NF,RATOR 1.00 4,406.67 HR
IWO1 l Ironworker Foreman 1.00 4,406.67 MH
IW02 IronwarkerJorneyman 3.00 13,220.00 MH
LA02 Laborcr,Skilled 3.00 13,220.00 MH
OPOS Operator, Crane>140 T 1.00 4,406.67 MH
$2,852,340.13 26.6666 MH/EA 35,253.34 MH
2ll00M01 Clean Excess Epoxy
LAB02 2 Man Labor Crew 2,169.00 CH
LA02 Laborer,Skilled 1.00 2,169.00 MH
LA03 Laborer, unskilled 1.00 2,169.00 MH
$99,891.18 3.0000 MH/JTS 4,338.00 MH
Page 14
04/26/2012 1028
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
Unit= M3 TakeoffQuan: 38,918.200 EngrQuan: 38,918.200
18.520 18,028 18,028
15.450 15,039 15,039
23.000 35,835 35,835
21.000 65,945 65,945
14.500 46,956 46,956
13.000 21,351 21,351
[ 1765.615 ] 170,088 214,069 33,067 417,224
Quan: 1,361.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 4.0000 US Lab Pcs 2.00 Eqp Pcs 0.00
10.000 14,563 14,563
1,169.500 1,607,606 1,607,606
14.500 82,066 82,066
13.000 74,633 74,633
[ 75.625 ] 156,699 14,563 1,607,606 1,778,868
Quan: 1,446.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 2.5000 HU LaU Pcs: 2.00 Eqp Pcs: 0.00
22.000 204,233 204,233
2.500 7,736 7,736
14.500 87,192 87,192
13.000 79,294 79,294
[ 75.625 ] 166,485 204,233 7,736 378,454
Quan: 128.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 5.0000 SU Lab Pcs: 8.00 Eqp Pcs: 3.00
1.000 137 137
327.850 2,098,240 2,098,240
18.520 118,528 ll 8,528
15.450 98,880 98,880
28.000 287,244 287,244
26.000 804,293 804,293
14.500 463,092 463,092
28.000 272,302 272,302
[9762.5] 1,826,932 137 2,315,648 4,142,717
Quan: 1,322.00 EA Hrs/Shft 10.00 Cal: 510 WC: NONE
Prod: 3.0000 US Lab Pcs: 8.00 Eqp Pcs: 3.00
327.850 1,444,727 1,444,727
18.520 81,6] 2 81,612
15.450 68,083 68,083
28.000 197,779 197,779
26.000 553,790 553,790
14.500 318,858 318,858
28.000 187,491 187,491
[ 650.833 ] 1,257,919 1,594,421 2,852,340
Quan: 1,446.00 JTS Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 3.0000 MU Lab Pcs: 2.00 Eqp Pcs: 0.00
14.500 52,315 52,315
13.000 47,576 47,576
[ 45.375 ] 99,891 99,891
C-46
A15

DMJM Harris
BONNER2012 BONNER BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
BIDITEM = 4191
Description = ERECT PC DK SEGS
2ll00N Temp Handrail
F&5006 6 man Form & Strip Crew 219.93 CH
84700C 185 CFM Compressar 1.00 219.94 HR
85005C 20 KW GENERATOR 1.00 219.94 HR
CA01 Carpenter Foreman 1.00 219.94 MH
CA02 Carpenter Journeyman 2.00 439.88 MH
LA02 Laborer,Skilled 2.00 439.88 MH
LA03 Laborer, unskilled I.00 219.94 MH
$45,902.15 0.0499 MH/LF 1,319.64 MH
21100P Form & Strip CIP Segments
F&5006 6 man Form & Strip Crcw 1,350.00 CH
3F$O10 Fonnwork@107% ]00.00 M2
84700C 185 CFM Compressar 1.00 1,350.00 HR
85005C 20 KW GFNERATOR 1.00 1,350.00 HR
CA01 CarpenterForeman 1.00 1,350.00 MH
CA02 Carpenter Journeyman 2.00 2,700.00 MH
LA02 Laborer,Skilled 2.00 2,700.00 MH
LA03 Laborer, unskilled 1.00 1,350.00 MH
$345,94929 5.0000 MH/M2 8,100.00 MH
2ll00P01 Pour Closure Segments
CNCOS CONC CREW W/3900 77.40 CH
2C0006 5000 PSI Concrete@107% 423.50 M3
84335R 3900 Manitowoc 110 2.00 154.80 HR
85000C 5 KW GENERATOR 1.00 77.40 HR
85320C Concrbucketl.-5-3C 6.00 464.40 HR
85360C Hi-Cyde Concrete Vibr 6.00 464.40 HR
CM02 Concrete Finisher Joumeym ].00 77.40 MH
LAO l Laborer Foreman 1.00 77.40 MH
LA02 Laborer,Skilled 2.00 154.80 MH
LA03 Laborer, unskilled 2.00 154.80 MH
OPO4 Operator, Crane 91 T 2.00 154.80 MH
OPl2 Oiler 2.00 154.80 MH
$123,700.23 2.0000 MH/M3 774.00 MH
CLASS-V CI-V Concrete Coating
4COAT10 Class V Sub@101% 1,481,243.81 SF
PROFILE Profilograph of Deck Surface
4PROFILE Profillograph Sub@lOL% ]0.00 DAY
_____> Item Totals: 4191 - ERECT PC DK SEGS
$17,343,829.21 3.2904 MH/M3 128,060.27 MH
445.648 38918.2 M3
BIDITEM = 4210
Description = PT STRAND IN DK SEGS
Page 15
04/26/2012 1028
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
Unit= M3 TakeoffQuan: 38,918.200 EngrQuan: 38,918.200
Quan: 26,400.00 LF Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 20.0055 UM Lab Pcs: 6.00 Eqp Pcs: 2.00
18.520 4,073 4,073
15.450 3,398 3,398
23.000 8,097 8,097
21.000 14,900 ] 4,900
14.500 ] 0,610 l 0,610
13.000 4,824 4,824
[ 0.981 ] 38,431 7,471 45,902
Quan: 1,620.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 0.2000 UM Lab Pcs: 6.00 Eqp Pcs: 2.00
600.000 64,200 64,200
18.520 25,002 25,002
15.450 20,858 20,858
23.000 49,698 49,698
21.000 91,458 91,458
14.500 65,122 65,122
13.000 29,612 29,612
[ 98.083 ] 235,890 64,200 45,860 345,949
Quan: 387.00 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 0.5000 UM Lab Pcs: ] 0.00 Eqp Pcs: 15.00
157.200 71,234 71,234
156.470 24,222 24,222
4.550 352 352
12.090 5,615 5,615
1.410 655 655
18250 2,290 2,290
16.500 2,092 2,092
14.500 3,734 3,734
13.000 3,395 3,395
28.000 6,586 6,586
14.000 3,525 3,525
[ 38.225 ] 21,623 71,234 30,843 123,700
Quan: �,asi,zas.si SF Hrs/Shft: 10.00 Cal: 510 WC: NONE
4.390 6,567,687 6,567,687
Quan: 1.00 YD Hrs/Shft: 10.00 Cal: 510 WC: NONE
],754.000 17,715 ]7,715
[ 73.25 ] 4,192,368 275,467 621,705 4,061,280 8,193,009 17,343,829
107.72 7.08 15.97 ] 04.35 210.52 445.65
Unit= KG TakeoffQuan: 1,543,4]2.000 EngrQuan: 1,543,412.000
22600 PT longitudinal Quan: 1,s43,411.99 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
� •
C-47

DMJM Harris
BONNER2012 BONNER BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
BIDITEM = 4210
Description = PT STRAND 1N DK SEGS
PTS 5 Man PT Crew 4,82316 CH
2PTGROUT PT Grout Material@107% 200.00 M3
2PTSRACC PT Strand Accesso@107% 771.56 TE
2PTST Supply PT strand@107% 1,543,411.99 KG
3PTEQUIP PT Equipment@]07% 1.00 LS
IWO] IronworkerForeman 2.00 9,646.33 MH
iWOI 1 Ironwarker Foreman L00 4,823.16 MH
LA02 Laborer,Skilled 2.00 9,646.33 MH
$5,825,606.14 0.0156 MH/KG 24,115.82 MH
_____> Item ToYals: 4210 - PT STRAND IN DK SEGS
$5,825,606.14 0.0156 MH/KG 24,1 ] 5.82 MH
3.774 1543412 KG
BID ITEM = 4230
Description = PT BAR IN DK SEGS
4230 PT Bars in superstructure
Use 40 mhr/ton or SOlb/mhr
PTS 5 Man PT Crew 305.68 CH
2PTBAR PTBarsupply@]07% 61,135.00 KG
IWO1 Ironworker Fareman 2.00 611.36 MH
IWO1 1 Ironworker Foreman 1.00 305.68 MH
LA02 Laborer,Skilled 2.00 61136 MH
$235,793.81 0.0250 MH/KG 1,528.40 MH
_____> Item Totals: 4230 - PT BAR IN DK SEGS
$235,793.81 0.0250 MH/KG 1,528.40 MH
3.857 61135 KG
BID ITEM = 4250
Descriprion= SFG CASTING & FRF.CTION EQUIP
4250 PC seg erection equipment
Assume that two 100t travel lifts req @#375K/ ea.
3FSEG010 2-Lane EB Seg For@107% 3.00 EA
3FSEG020 2-Lane Pier Seg F@107% 1.00 F.A
3SEGLIFT Se�nentLiftingD@107% 4.00 EA
86005C Straddle Crane -60T 2.00 LS
$1,830,700.00
Page 16
04/26/2012 1028
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
Unit= KG TakeoffQuan: 1,543,412.000 Engr Quan: 1,543,412.000
Prod: 64.0000 UM Lab Pcs: 5.00 Eqp Pcs: 0.00
300.000 64,200 64,200
150.000 123,835 123,835
2.750 4,54],490 4,541,490
200,000.000 2 ] 4,000 214,000
28.000 432,945 432,945
28.000 216,472 216,472
14.500 232,664 232,664
[ 0.388 ] 882,081 4,729,525 214,000 5,825,606
[ 0.388 ] 882,081 4,729,525 214,000 5,825,606
0.57 3.06 0.14 3.77
Unit= KG TakeoffQuan: 61,135.000 EngrQuan: 61,135.000
Quan: 61,135.00 KC Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 39.9993 UM Lab Pcs: 5.00 Eqp Pcs: 0.00
2.750 179,890 179,890
28.000 27,439 27,439
28.000 13,719 13,719
14.500 14,746 14,746
[ 0.622 ] 55,904 179,890 235,794
[ 0.622 ] 55,904 179,890
0.91 2.94
Unit = LS Takcoff Quan: 1.000 Engr Quan:
Quan: 1.00 LS Hrs/Shf't: 10.00 Cal: 510 WC: NONE
250,000.000
200,000.000
15,000.000
375,000.000
�]
235,794
3.86
1.000
802,500 802,500
214,000 2 ] 4,000
64,200 64,200
750,000 750,000
1,080,700 750,000 1,830,700
_____> Item Totals: 4250 - SEG CASTING & ERECTION EQUIP
$1,830,700.00 [ ] 1,080,700 750,000 1,830,700
1,830,700.000 1 LS 1,080,700.00 750,000.00 1,830,700.00
BID [TEM = 4260
Description= GROOViNGDECK Unit= M2 TakeoffQuan: 43,260.000 EngrQuan: 43,260.000
GRIND Grinding Sub Quan: 43,620.00 M2 Hrs/Shft 10.00 Cal: 510 WC: NONE
A17
C-48

DMJM Harris
BONNER2012 BONNER BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
BIDITEM = 4260
Description = GROOVING DECK
4GRIND Grinding Sub@101% 43,620.00 SY
BID ITEM = 4270
Description= POTBF.ARINGS
4270 Pot Bearings
FRM22 Expansion Joint Crcw #3 550.00 CH
2BRNG031 F,XP (>8900 KN)@107% 110.00 EA
845]SR 45 Ton R.T. (RT745) 1.00 550.00 HR
84900C 200 Amp Welder L00 550.00 HR
CA01 Catpenter Fareman 1.00 550.00 MH
CA02 CarpenterJourneyman 2.00 ],100.00 MH
IW02 lronwarkerJorneyman 1.00 550.00 MH
LA03 Laborer, unskilled 1.00 550.00 MH
OP02 Operator,Crane<50 T L00 550.00 MH
$1,618,004.89 30.0000 MH/EA 3,300.00 MH
_____> Item Totals: 4270 - POT BEARINGS
$1,618,004.89 3,300.0000 MH/LS 3,300.00 MH
1,618,004.890 1 LS
BID [TEM = 4280
Description = EXPANSION JOINTS
4280 Expansion Joints
FRM22 Expansion Joint Crew #3 212.66 CH
2F,XPJT-M Modular Expansion@107% 127.60 M
84515R 45 Ton R.T. (RT745) 1.00 272.67 HR
84900C 200 Amp Welder 1.00 212.67 HR
CA01 Carpenter Foreman 1.00 212.67 MH
CA02 Carpenter Journeyman 2.00 42533 MH
iW02 IronworkerJorneyman L00 212.67 MH
LA03 Laborer, unskilled l.00 212.67 MH
OP02 Operatar,Crane<50 T 1.00 212.67 MH
$698,742.13 10.0000 MH/M 1,276.01 MH
_____> Item Totals: 4280 - EXPANSION JOINTS
$698,742.13 10.0000 MH/M 1,276.01 MH
5,476.036 127.6 M
BID ITEM = 4290
Description= ACCESS SYSTEM
4290 Access System
4METAL Miscoll.metal@]O1% 9,262.00 KG
Page 17
04/26/2012 1028
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
Unit= M2 TakeoffQuan: 43,260.000 En� Quan: 43,260.000
3.500 154,197 154,197
Unit= LS TakcoffQuan: 1.000 F,ngrQuan: 1.000
Quan: 110.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 2.OU00 US Lab Pcs: 6.00 Eqp Pcs: 2.00
12,285.000 1,445,945 l ,445,945
100.610 55,336 55,336
4.120 2,266 2,266
23.000 20,247 20,247
21.000 37,260 37,260
26.000 23,040 23,040
13.000 12,064 12,064
26.000 21,847 21,847
[ 715 ] 114,459 1,445,945 57,602 1,618,005
[ 78650 ] l 14,459 1,445,945 57,602 1,618,005
114,458.89 1�4'S9"}50 57,601.50 1,618,004.89
Unit= M TakcoffQuan: 127.600 Engr Quan: 127.600
Quan: 127.60 M Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 0.1000 UM Lab Pcs: 6.00 Eqp Pcs 2.00
4,630.500 632,2ll 632,211
100.6] 0 21,397 21,397
4.120 876 876
23.000 7,829 7,829
21.000 14,407 14,407
26.000 8,909 8,909
13.000 4,665 4,665
26.000 8,448 8,448
[ 238.335 ] 44,258 632,211 22,273 698,742
[ 238.335 ] 44,258 632,2ll 22,273 698,742
346.85 4,954.64 174.55 5,476.04
Unit= KG TakeoffQuan: 9,262.000 Engr Quan: 9,262.000
Quan: 9,262.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
1.170 10,945 l 0,945
C-49
� �

DMJM Harris
BONNER2012
John Kovac
Activity
Resource
BONNER BRIDGE UPDATE 2012
Desc Quantity
Pcs Unit
BID ITEM = 4300
Description = APPROACH SLABS
4300 Approach 51abs
4CONC Concrcte-Sub@ ] O l %
BID ITEM = 4310
Description = TWO BAR MF.TAL RAIL
4310 Two bar metal rail
4GR Guard Rail-Sub@l O 1%
BID ITEM = 4320
Description = 355MM X 800MM CONC PARAPET
4305
CNCO2
2C0006
84520R
85000C
85320C
85360C
CM02
LA01
LA02
LA03
OP02
$592,124.69
4306
FRM02
3FM
84520R
85000C
CA01
CA02
LA03
OP02
$833,000.80
4307
AFNSH3
3CURE
CMO1
CM02
$220,926.50
4308
2SR
Page 18
04/26/2012 1028
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
Unit= LS TakcoffQuan: 1.000 EngrQuan: 1.000
Quan: 41.00 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
41.00 M3 819.000 33,915 33,915
8,873.44 M
S& P concrete Jersey Barrier
Conc Crew w/35 Ton RT 5] 3.46 CH
5000 PSI Concrete@107% 2,64L80 M3
35 Ton R.T. (RT635C) 1.00 513.47 HR
5 KW GENERATOR 1.00 513.47 HR
Concr bucket 1.-5-3 C 1.00 5] 3.47 HR
Hi-Cycle Concrete Vibr 2.00 1,026.94 HR
Concrete Finisher Journeym 1.00 513.47 MH
LaborerForeman i.00 513.47 MH
Laborer,Skilled 2.00 1,026.94 MH
Laborer, unskilled 2.00 1,026.94 MH
Operator,Crane<50 T I.00 513.47 MH
1.4285 MH/M3 3,594.29 MH
F & S Jersey Barrier
Formwark Crew w/ 35 Ton RT 2,024.85 CH
METAL FORMS@] 07% 320.00 M2
35 Ton R.T. (RT635C) 1.00 2,024.86 HR
5 KW GENERATOR 1.00 2,024.86 HR
Carpenter Foreman 1.00 2,024.86 MH
Carpenter Journeyman 4.00 8,099.43 MH
Laborer, unskiIled L00 2,024.86 MH
Operator,Crane<50 T 1.00 2,024.86 MH
1.0000 MH/M2 14,174.01 MH
Rub & Finish Jersey Barrier
3 man Finisher Crew 2,024.79 CH
Curing@107% 14,773.56 M2
Concrete Finisher Fareman 0.50 1,012.40 MH
Concrete Finisher Journeym 3.00 6,07438 MH
0.5000 MH/M2 7,086.78 MH
S & P epoxy rebar
Reinforcing Steel@107% 125,800.00 KG
Unit= M TakcoffQuan: 8,873.440 EngrQuan: 8,873.440
Quan: 8,873.44 M Hrs/Shft: 10.00 CaI: 510 WC: NONE
818.650 7,336,884 7,336,884
Unit = M Takeoff Quan: 8,858.500 Engr Quan: 8,858.500
Quan: 2,516.00 M3 Hrs/Shft 10.00 Cal: 510 WC: NONE
Prod: 0.7000 UM Lab Pcs: 7.00 Eqp Pcs 5.00
157.200 444,361 444,361
79.870 41,011 41,011
4.550 2,336 2,336
12.090 6,208 6,208
1.410 1,448 1,448
18.250 15,189 15,189
16.500 13,880 13,880
14.500 24,769 24,769
13.000 22,526 22,526
26.000 20,396 20,396
[ 25.985 ] 96,760 444,361 51,003 592,125
Quan: 14,174.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 1.0000 UM Lab Pcs: 7.00 F.qp Pcs: 2.00
550.000 188,320 188,320
79.870 161,726 161,726
4.550 9,213 9,213
23.000 74,542 74,542
21.000 274,353 274,353
13.000 44,415 44,415
26.000 80,432 80,432
[ 22.943 ] 473,742 188,320 170,939 833,001
Quan: 14,173.56 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 2.0000 UM Lab Pcs: 3.50 Eqp Pcs: 0.00
0.550 8,341 8,341
20.250 32,897 32,897
18250 179,688 179,688
[ 10.195 ] 212,585 8,341 220,927
Quan; 125,s00.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
1.000 134,606 134,606
C-50
� •

DMJM Harris
BONNER2012
John Kovac
Activity
Resource
BONNER BRIDGE UPDATE 2012
Desc Quantity
Pcs Unit
Page 19
04/26/2012 1028
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
BIDITEM = 4320
Description = 355MM X 800MM CONC PARAPET Unit= M TakeoffQuan: 8,858.500 Engr Quan: 8,858.500
2SRA Resteel Accessori@107% 125,800.00 KG 0.100 13,461 13,461
4REBAR Rebarplace@101% 125,800.00 KG 0.580 73,694 73,694
$221,760.24 [ ] 148,067 73,694 221,760
_____> Item ToYals: 4320 - 355MM X 800MM CONC PARAPET
$],867,812.23 2.8057 MH/M 24,855.08 MH [ 60.401 ] 783,088 592,428 196,661 221,942 73,694 1,867,812
210.850 8858.5 M 88.40 66.88 22.20 25.05 8.32 210.85
BID ITEM = 4330
Description = FILTER FABRIC FOR DRAINAGF, Unit= M2 TakeoffQuan: 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 ll.700 7,416 7,416
BID [TEM = 4340
Description = SOLAR ARRAY SUPPORT PLATFORM Unit= LS TakeoffQuan: 1.000 Engr Quan: 1.000
4340 Solar array support platform Quan: 3,388.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
4METAL Miscell.meta]@101% 3,388.00 KG 1.170 4,004 4,004
BID ITEM = 4350
Description = TELEPHONE COND & INSERTS Unit= LS TakeoffQuan: 1.000 F.ngr Quan: 1.000
4350 Telephone cond & inserts Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
4ELEC Electrical Subcon@101% 4,425.00 M 40.930 182,926 182,926
BID ITEM = 4360
Description = POWF.R & CATV SLF.F,VF.S & DUCTBANKS Unit = LS TakeoffQuan: 1.000 F.ngr Quan: 1.000
4360 Power & CATV sleeves and ductbanks Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
4ELEC Elech-ical Subcon@101% 4,425.00 M 23.390 104,536 104,536
BID ITEM = 4370
Description = GRANITF, SLOPE PAVING
4370 Granite slope paving
4LAND Landscape-Sub@101%
Unit= M2 TakcoffQuan: 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
A20
C-51

DMJM Harris
BONNER2012 BONNER BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
BID ITEM = 4380
Description= NAVIGATION LIGHTS
4380 Navigation Lights
4ELFC Elcctrical Subcon@]O1% 1.00 LS
BID ITEM = 9100
Description= OVERHEADS
9200 Site FaciliCies - Complete
Operators & drivers for yard equip 20000 hrs
804040 =_> 185 CFM 170 HP 6,000.00 HR
804320 =_> 20-50 KW GENF,R 50- 6,000.00 HR
804380 --> 400 AMP WELDF,R 6,000.00 HR
805020 =_> FLATBAD TRACTO 6,000.00 HR
81 l 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 Smal1 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. Elect 2,000.00 HR
85335C =_> Sandblaster 500.00 HR
85355C ==>ConcreteConveyor 500.00 HR
85845R => Boat, Supervisar(Boss) 1,000.00 HR
85850R Boat, Personne125 Per 1,000.00 HR
85855R Boat, Personnel l0 Per 1,000.00 HR
86l 1 SC Light Plant 6,000.00 HR
86120C =_> Arrow Board 6,000.00 HR
8TURNTABL Turntable for Readym 2.00 F,A
OP02 =_> Operator,Crane<50 T 24,000.00 MH
$2,562,297.60 24,000.0000 MH/LS 24,000.00 MH
I90120 Supervison - Salaried
L236 =_> Project Manager 7,744.00 MH
L240 --> Project Engincer 7,744.00 MH
L242 --> Field Engincer 10,560.00 MH
L243 —> Schedule F,ngineer 6,000.00 MH
L244 --> Office Engineer 12,600.00 MH
L246 --> QC F.,ngineer 4,000.00 MH
L248 --> Secretary 6,336.00 MH
L249 --> Office Manager 6,336.00 MH
L250 --> Clerk 12,600.00 MH
L252 =_> Runner 6,336.00 MH
$3,860,622.18 80,256.0000 MWLS 80,256.00 MH
I90125 Supervision Hourly
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
L232 —> General Superintendent 6,336.00 MH
L238 --> Superintendent 21,120.00 MH
Page 20
04/26/2012 1028
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
Unit= LS TakcoffQuan: 1.000 EngrQuan: 1.000
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
23,390.000 23,624 23,624
Unit= LS TakcoffQuan: 1.000 EngrQuan:
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
18.520 111,120
23.890 143,340
11.250 67,500
30.830 184,980
15.000 30,000
33.640 16,820
17.980 107,880
23.000 92,000
37.420 18,7] 0
65.070 32,535
18.120 36,240
65.450 392,700
4.560 9,120
20.670 10,335
15.760 7,880
22220 22,220
70.090 70,090
42.070 42,070
3.370 20,220
5.450 32,700
75,000.000 160,500
26.000 953,338
[ 686400 ] 953,338 1,608,960
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
62.500 614,680
58.000 573,211
38.500 536,606
38.500 304,890
38.500 64Q269
38.500 203,260
17.000 159,857
45.000 370,973
17.000 317,898
13.000 138,978
[ 2907448.8 ] 3,860,622
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
C-52
35.000 804,910
58.000 468,991
45.000 1,236,576
1.000
111,120
143,340
67,500
184,980
30,000
16,sao
107,880
92,000
18,710
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
614,680
573,211
536,606
304,890
640,269
203,260
159,857
370,973
317,898
138,978
3,860,622
804,910
468,991
1,236,576
A21

DMJM Harris
BONNER2012 BONNER BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
BIDITEM = 9100
Description = OVERHF.ADS
L2421 --> Party Chief
L2423 --> Rodman
L2424 -> Instrument man
$3,945,70032 78,296.0000 MH/LS
I90130 Project Vehicles
83000C --> Pick-Up 1/2 Ton
I90150 Mechanic budget
83110C =_> Mech.Tkr-1 TON
I90220 Subsistance
9SUB8 Subsistance
9SUB9 Subsistance
$1,368,600.00
I90225 Consumables
9DH1 Safety Supplies
9DH3 Small Tools
$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
9TR00 ] Crew Relocation
9TR002 F�mn Relocation
9TR006 Home Office travel
$41 l ,027.17
I90310 Of'fice Supply
9SU001 Supplies
9SU005 PHOTOS
9SU008 Fedex/Postage
$1,669.92
I90420 Engineering Services
4F.NG F.nginccnng@l01 %
I90610 Communications
805260 RADIOS
9DCO2 Copy machine
9DC05 Computer
9SU009 Phone/Fax
9SU014 Cell Phone Costs
$289,810.60
I90912 Testing Lab
7,000.00 MH
14,000.00 MH
14,000.00 MH
78,296.00 MH
138,000.00 HR
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
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
66,000.00 HR
3.00 F,A
20.00 F,A
840.00 DA
840.00 DA
Page 21
04/26/2012 1028
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
Unit= LS TakeoffQuan: 1.000 EngrQuan: 1.000
38.000 362,544 362,544
25.000 491,400 491,400
30.000 581,280 581,280
[ 2963728 ] 3,945,700 3,945,700
Quan: 1.00 LS Hrs/Shft 10.00 Cal: 510 WC: NONE
15.310 2,112,780 2,112,780
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
26.140 313,680 313,680
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
1,754.000 526,200 526,200
l ,170.000 842,400 842,400
[ ] 1,368,600 1,368,600
Quan: 1.00 LS Hrs/Shft: 10.00 CaI: 510 WC: NONE
0.120 75,231 75,231
0.470 294,654 294,654
[ ] 369,884 369,884
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
2,000.000 89,880 89,880
5,000.000 5,350 5,350
1.170 1 1
87,712.000 87,712 87,712
2,924.000 122,808 122,808
1,754.000 21,048 21,048
2,924.000 35,088 35,088
1, l 70.000 49,140 49,140
[ ] 411,027 411,027
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
16.370 688 688
5.850 246 246
17.540 737 737
[ ] 1,670 1,670
Quan: 1.00 DA Hrs/Shft: 10.00 Cal: 510 WC: NONE
87,713.000 88,590 88,590
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
1.010 66,660 66,660
1 ],695.000 35,085 35,085
3,509.000 70,180 70,180
81.860 68,762 68,762
58.480 49,123 49,123
[ ] 223,151 66,660 289,811
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
C-53
A22

DMJM Harris
BONNER2012
John Kovac
Activity
Resource
BONNER BRIDGE UPDATE 2012
Desc Quantity
Pcs Unit
Page 22
04/26/2012 1028
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
BIDITEM = 9100
Description= OVERHEADS Unit= LS TakeoffQuan: 1.000 EngrQuan: 1.000
4ECONC Concrete Testing�c%101 % 1.00 LS 58,475.000 59,060 59,060
I92150 Trailers & Utilities Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
805140 =-> OFFICE TRAiLER 42.00 MOS 921.380 41,407 41,407
805141 Engs/clients office 1.00 LS 150,000.000 160,500 160,500
85225C TooVOffice Vans 45' 42.00 MOS 500.000 21,000 21,000
9DH4 Ice and Water 626,922.53 HR 0.175 109,711 109,711
9SU002 Electric 42.00 MOS 585.000 24,570 24,570
9SU003 Portajons 42.00 MOS 585.000 24,570 24,570
9SU004 Dumpsters 42.00 MOS 1,170.000 49,140 49,140
9SU007 Water/Sewer 42.00 MOS 585.000 24,570 24,570
9SU015 Office Cleaning 42.00 MOS 1,170.000 49,140 49,140
$504,608.25 [ ] 281,701 222,907 504,608
I94010 Bond & Insurance Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
To use auot calculation for buildre's risk add bid marup percent to the adjustment field
3Z130 Builders Risk@107% 220,000.00 YD 1.045 246,040 246,040
9GA0] InsuranceCosts 220,000.00 YD 6.844 1,505,680 ],505,680
9TX001 Pennits 1.00 K$ 29,238.000 29,238 29,238
9TX003 PerformanceBond 220,000.00 YD 6.935 1,525,898 1,525,898
$3,306,856.08 [ ] 3,306,856 3,306,856
I94020 Taxes & Duties Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
9AGENT AgentFees 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
_____> Item Totals: 9100 - OVERHEADS
$19,495,706.29 182,552.0000 MH/LS 182,552.00 MH
19,495,706.290 ] LS
$208,756,824.89 *** Report Totals *** 855,048.82 MH
»> indicates Non Additive Activity
------Report Notes:------
The estimate was prepared with TAKEOFF Quantities.
This report shows TAKEOFF Quantities with the resources.
Bid Date: Owner: Engineering Firm:
Estimator-In-Charge:
JOB NOTES
[ 6557576.8 ] 8,759,660 6,263,410 4,324,987 147,650 19,495,706
8,759,660.10 6,263,409.50 4,3za,9s6.si ia�,ba9.sa �9.49s,�oa.z9
32,350,612 ba,bsl,zs� i9,oiz,sao 3i,s99,9o2 6�,34z,bas zos,�s�,szs
************Estimate created on: 04/OS/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
* 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
C-54
A23

DMJM Harris
BONNER2012
John Kovac
Activity
Resource
BONNER BRIDGE UPDATE 2012
Desc Quantity
Pcs Unit
Page 23
04/26/2012 1028
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
BIDITEM = 9100
Description= OVERHF.ADS Unit= LS TakeoffQuan: 1.000 EngrQuan: 1.000
In equipment resources, rent � and EOE o not = 100o are represented as XXXoYYY where XXX=Rento and YYY=EOEo
------Calendar Codes------
508 REG 40 HR WEF,K DAY SHIFTS
510 M-F 10 HOURS PER DAY (Default Calendar)
610 MO - SA 10 HR/DAY
OFF OFFSHIFT
A24
C-55

B-2500 Pamlico Bridge Cost Study
PAMLIC O B RID GE
COST REPORT
G56

DMJM Harris
PAML]CO2012 PAMLICO BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
B�D ITEM = 2900
Description = CONSTR & RF.MOVAL OF TF,MP ACCESS
Page 1
04/26/2012 1029
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract
Unit= LS TakeoffQuan: 1.000 Engr Quan:
Total
1.000
100 Install & remove trestle for 250t Marine Quan: 156,240.00 LF Hrs/Shft: 10.00 Cal: 510 WC: NONE
PILE Pile Crew Sheet 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,]00.00 LF 1,460.000 7,948,605 7,948,605
4HAUL HaulCarolinato@]O]% ]00.00 TRIP ],170.000 118,170 118,170
84308R American 7260 100T 1.00 97,650.00 HR 163.O10 15,917,927 15,917,927
84910C 400 Amp Welder I.00 97,650.00 HR 11.250 1,098,563 1,098,563
85130C Pump 10 in Cent 350 1.00 97,650.00 HR 35.870 3,502,706 3,502,706
856] OC [ce 416 Vibro 65T 1.00 97,650.00 HR 109.610 ] 0,703,417 10,703,417
85655C Delmag D30-32 & LEAD 1.00 97,650.00 HR 82.960 8,101,044 8,101,044
OPO4 Operator, Crane 91T 1.00 97,650.00 MH 28.000 4,154,734 4,154,734
OP12 Oiler 1.00 97,650.00 MH 14.000 2,223,842 2,223,842
PDO1 Piledriver Fareman I.00 97,650.00 MH 23.000 3,556,787 3,556,787
PD02 Piledriver Joumeyman 3.00 292,950.00 MH 21.000 9,818,925 9,8] 8,925
$68,187,132.13 3.7500 MH/LF 585,900.00 MH [88] 19,754,288 8,991,019 39,323,655 118,170 68,187,132
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 Eqp Pcs: 8.00
4HAUL HaulCarolinato@10]% 250.00 TRIP ],170.000 295,425 295,425
84308R American 7260 100T 1.00 19,530.00 HR 163.010 3,183,585 3,183,585
849] OC 400 Amp Welder 1.00 19,530.00 HR 11.250 219,713 219,713
85650C Delmag D16-32 Sa 32 1.00 19,530.00 HR 71.220 1,390,927 1,390,927
85720C Swinging Leads Top L00 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 19,530.00 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 1.00 LS 500,000.000 535,000 535,000
8RAILWAY RAILWAY TRESTLE,TK 1.00 LS is,000,000.000 19,260,000 ] 9,260,000
IWO1 Ironworker Foreman L00 19,530.00 MH 28.000 876,542 876,542
[W02 IronworkerJorneyman 2.00 39,060.00 MH 26.000 1,636,234 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
OP16 Operator, locoirotiv L00 19,530.00 MH 23.000 693,026 693,026
$29,513,696.79 1.5000 MH/LF 117,180.00 MH [ 39.463 ] 4,452,633 24,765,639 295,425 29,513,697
910001 Mobilize Equipment Marine Quan: 1.00 LS Hrs/Shf't: 10.00 Cal: 510 WC: NONE
4HAUL.01 HAULCarolina@l01% 1.00 LS 584,750.000 590,598 590,598
_____> 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 8,99],O19 64,089,294 1,004,193 98,291,426
98,291,426.420 ] LS 24,206,921.27 8,991,0] 8.75 64,osv,z9s.90 i,00a,ivzso vs,z9i,aze.az
BID ITEM = 3030
Description = 30" SQ PC PILES Unit = M Takeoff Quan: 72,542.000 F,ngr Quan: 72,542.000
3030 30" PC prestr concl pile Quan: 2,380.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
PILEB Pile Crew Medium 11,900.00 CH Prod: 2.0000 US Lab Pcs: 6.00 F.qp Pcs: 6.00
2FCP30 30" Sq P/C-P/S@106.75% 72,540.00 M 278.800 21,589,282 21,589,282
3PC030 Pile Cushion 3@106.75% 2,380.00 EA 50.000 127,033 127,033
804025 Pile/Drill template 1.00 11,900.00 HR 12.000 142,800 142,800
A25
G57

DMJM Harris
PAML]CO2012 PAMLICO BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
BIDITEM = 3030
Description = 30" SQ PC PILES
804030 Pile Driving Jig 1.00 11,900.00 HR
804240 3 stage jet pump 250 1.00 1],900.00 HR
84303R American 9320 250 T 1.00 1],900.00 HR
849] OC 400 Amp Welder 1.00 11,900.00 HR
85663C DelmagD100-23&Lead 1.00 11,900.00 HR
OPOS Operator, Crane>140 T 1.00 11,900.00 MH
OP12 Oiler L00 11,900.00 MH
PD01 Piledriver Foreman L00 1],900.00 MH
PD02 Piledrivcr Journeyman 3.00 35,700.00 MH
$30,855,789.18 30.0000 MH/F,A 71,400.00 MH
31332 Cutoff Concrete Piles 1676mm
PILE4 PileCutoffCrew 11,900.00 CH
3SAWBLADE Sawblades@106.75% 2,380.00 EA
83150C Lowboy 60 ton trailer 0.06 7]4.00 HR
85325C Concrete Saw Handl�eld 1.00 11,900.00 HR
LA02 Laborer,Skilled 2.00 23,800.00 MH
TMOl Teamster 0.06 7]4.00 MH
$766,487.54 10.3000 MH/EA 24,514.00 MH
_____> Item Totals: 3030 - 30" SQ PC PILES
$31,622,276.72 1322] MH/M 95,9]4.00 MH
435.917 72542 M
BID ITEM = 3040
Description = DYNAMIC PILE TEST
3040 Dynamic Pile test
4TEST Pil� test@101% 80.00 LS
BID [TEM = 3050
Description = AXiAL LOAD TEST
30500 Axial Load Test
4TEST Pile tESt@101% 20.00 LS
BID ITEM = 3060
Description = PROD. DYNAMIC LOAD TF,ST
30600 Prod. dynamic load test
4TEST Pilc tcst@101% 80.00 LS
B�D ITEM = 4] 10
Description = CONCRETE CAPS
Page 2
04/26/2012 1029
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
Unit= M TakeoffQuan: 72,542.000 En� Quan: 72,542.000
7.000 83,300 83,300
22.120 263,228 263,228
291.660 3,713,707 3,713,707
11250 133,875 133,875
201280 2,395,232 2,395,232
28.000 506,312 506,312
14.000 271,006 271,006
23.000 433,444 433,444
21.000 1,196,572 1,196,572
[ 704 ] 2,407,333 ���589�28� 127,033 6,732,142 30,855,789
Quan: 2,380.00 EA Hrs/Shft 10.00 Cal: 510 WC: NONE
Prod: 2.0000 US Lab Pcs: 2.06 Eqp Pcs: 1.06
10.000 25,407 25,407
23.000 16,422 16,422
ll .460 136,374 136,374
14.500 574,042 574,042
12.000 14,243 14,243
[ 163.46 ] 588,285 25,407 152,796 766,488
[ 28.46 ] 2,995,618 �>>589�28� 152,439 6,884,938 31,622,277
41.29 297.61 2.10 94.91 435.92
Unit= EA TakeoffQuan: 80.000 Engr Quan: 80.000
Quan: 80.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
1,754.000 141,723 141,723
Unit= F.,A TakeoffQuan: 20.000 F,ngrQuan: 20.000
Quan: 20.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
292,375.000 5,905,975 5,905,975
Unit= EA TakeoffQuan: 80.000 Engr Quan: 80.000
Quan: 80.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
1,754.000 141,723 141,723
Unit= M3 TakeoffQuan: 16,782.000 EngrQuan: 16,782.000
C-58
� •

DMJM Harris
PAML]CO2012
John Kovac
Activity
Resource
PAMLICO BRIDGE UPDATE 2012
Desc Quantity
Pcs Unit
BIDITEM = 4110
Description = CONCRETE CAPS
364008
FRM081
3FMF
84308R
85000C
CAOI
CA02
LA03
OPO4
OP12
$5,038,62420
364107
CNC081
2C0006
84308R
85000C
85320C
85340R
85360C
CM02
LA01
LA02
LA03
OPO4
OP12
$3,489,805.68
364109
AFNSH3
3CUREMAT
CMO 1
CM02
$128,185.63
364110
AFNSH3
3RUBMAT
CMO 1
CM02
$255,16997
365009
FORM06
3FA
84700C
85005C
CA01
CA02
LA02
LA03
$96,255.11
F & S cap forms
Formwork Crew w/7260 11,171.87 CH
METAL FORMS@106.75 500.00 M2
American 7260 100T 1.00 l 1,171.88 HR
5 KW GENERATOR 1.00 l 1,171.88 HR
CaipenterForeman 1.00 11,171.88 MH
Carpenter Journeyman 4.00 44,687.50 MH
Laborer, unskilled 1.00 11,171.88 MH
Operator, Crane 91T L00 11,171.88 MH
Oiler 1.00 11,171.88 MH
2.5000 MWM2 89,375.02 MH
Place cap con
Conc Crcw w/7260 1,048.87 CH
5000 PSI Concr c�r 106.75% 17,621.10 CY
American 7260 100T 1.00 1,048.88 HR
5 KW GF,NERATOR 1.00 1,048.88 HR
Concr bucket 1.-5-3 C 1.00 1,048.88 HR
PumpTruck 1.00 1,048.88 HR
Hi-Cycle Concrete Vibr 2.00 2,097.75 HR
Concrete Finisher Journeym 1.00 1,048.88 MH
LaborerForeman L00 1,048.88 MH
Laborer,Skilled 2.00 2,097.75 MH
Laborer, unskilled 2.00 2,097.75 MH
Operator, Crane 91T 1.00 ],048.88 MH
Oiler 1.00 1,048.88 MH
0.5000 MH/M3 8,391.02 MH
Cure pier & cap
3 man Finisher Crcw 1,020.99 CH
Curing MATERIA@106.75 35,750.00 M2
Concrete Finisher Foreman 0.50 510.50 MH
Concrctc Finisher Journcym 3.00 3,063.00 MH
0.0999 MH/M2 3,573.50 MH
Rub & finish col & cap
3 man Finishcr Crew 2,032.57 CH
Rub mat@106.75% 35,570.00 M2
Concrete Finisher Foreman 0.50 1,016.29 MH
Concrete Finisher Journeym 3.00 6,097.71 MH
02000 MH/M2 7,114.00 MH
F & S pedestals
6 Man Forming Crew 333.33 CH
Formwork acces@106.75% 1,000.00 M2
185 CFM Compressar 1.00 333.33 HR
20 KW GENERATOR 1.00 33333 HR
Carpenter Fareman I.00 33333 MH
Carpenter Journeyman 2.00 666.67 MH
Laborer,Skilled 2.00 666.67 MH
Laborer, unskilled 1.00 333.33 MH
2.0000 MH/M2 2,000.00 MH
Page 3
04/26/2012 1029
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
Unit= M3 TakeoffQuan: 16,782.000 EngrQuan: 16,782.000
Quan: 35,750.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 0.4000 UM Lab Pcs: 8.00 Eqp Pcs: 2.00
500.000 266,875 266,875
163.070 1,821,128 1,821,128
4.550 50,832 50,832
23.000 4l 1,275 4] 1,275
21.000 1,513,706 1,513,706
13.000 245,051 245,051
28.000 475,332 475,332
14.000 254,424 254,424
[ 55.688 ] 2,899,789 266,875 1,871,960 5,038,624
Quan: 16,782.00 M3 Hrs/Shft 10.00 Cal: 510 WC: NONE
Prod: 2.0000 UM Lab Pcs 8.00 F,qp Pcs: 6.00
157200 2,957,014 2,957,014
163.0] 0 170,978 170,978
4.550 4,772 4,772
12.090 l 2,681 12,681
1 ll.450 ll 6,898 116,898
1.410 2,958 2,958
18250 31,027 31,027
16.500 28,354 28,354
14.500 50,596 50,596
13.000 46,013 46,013
28.000 44,627 44,627
14.000 23,887 23,887
[ 9.058 ] 224,505 2,957,014 308,287 3,489,806
Quan: 35,750.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 10.0042 UM LaU Pcs: 3.50 Eqp Pcs: 0.00
0.550 20,990 20,990
20250 16,588 16,588
18250 90,608 90,608
� z.o3� �� o�,� 96 zo,y90 � z�,� �6
Quan: 35,570.00 M2 Hrs/Shft 10.00 Cal: 510 WC: NONE
Prod: 5.0000 UM Lab Pcs: 3.50 Eqp Pcs: 0.00
1.100 41,768 41,768
20.250 33,024 33,024
18250 180,378 180,378
[ 4.078 ] 213,402 41,768 255,] 70
Quan: ],000.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 0.5000 UM Lab Pcs: 6.00 Eqp Pcs: 2.00
25.000 26,688 26,688
18.520 6,173 6,173
15.450 5,150 5,150
23.000 12,271 12,271
21.000 22,582 22,582
14.500 16,080 16,080
13.000 7,311 7,311
[ 39.233 ] 58,244 26,688 11,323 96,255
C-59
A27

DMJM Harris
PAML]CO2012 PAMLICO BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
BIDITEM = 4110
Description = CONCRETE CAPS
365108 Place pedestal couc
CNC081 Conc Crcw w/7260 281.25 CH
2C0005 4500 PS] Concr@106.75% 225.00 M3
84308R American 7260 100T 1.00 281.25 HR
85000C 5 KW GENERATOR 1.00 28 L25 HR
85320C Concrbucket ].-5-3 C 1.00 281.25 HR
85360C Hi-Cycle Concrete Vibr 2.00 562.50 HR
CM02 Concrete Finisher Joumeym 1.00 281.25 MH
LAOI Laborer Foreman L00 28l .25 MH
LA02 Laborer,Skilled 2.00 562.50 MH
LA03 Laborer, unskilled 2.00 562.50 MH
OPO4 Operator, Crane 91 T 1.00 281.25 MH
OP12 Oiler 1.00 281.25 MH
$148,327.88 10.0000 MH/M3 2,250.00 MH
_____> Item Totals: 4110 - CONCRETE CAPS
$9,156,368.47 6.7157 MH/M3 ll2,703.54 MH
545.607 16782 M3
B�D ITEM = 4]20
Dcscription = EPDXY RF.BAR 1N CAPS
433 S& I Reinforcing Steel
2CRS60 Gr 60 Rebar@706.75% 2,474,010.00 KG
2SRA Resteel Access@106.75% 2,474,O10.00 KG
4REBAR Rebar place@10] % 2,474,O10.00 KG
$4,354,38131
_____> Item Totals:
$4,354,381.31
1.760
4120 - EPDXY REBAR IN CAPS
2474010 KG
BIDITEM = 4170
Description = 78" BULB TEES
367301 Precast Beams
A1 W4 PC Placing 5,600.00 CH
2PA8 PC Beams BT 78@106.75 94,903.00 M
804380 400 AMP WELDER 1.00 5,600.00 HR
84303R American 9320 250 T 2.00 11,200.00 HR
8TRUSS Dea] girder trus & po 1.00 HR
IWO1 Ironworker Foreman 1.00 5,600.00 MH
IW02 IronworkerJorneyman 6.00 33,600.00 MH
LA02 Laborer,Skilled 2.00 11,200.00 MH
OPOS Operator, Crane>140 T 2.00 11,200.00 MH
OP12 Oiler 2.00 11,200.00 MH
$81,145,342.28 32.5000 MH/EA 72,800.00 MH
367310 S& P Steel x Bracing
Page 4
04/26/2012 1029
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
Unit= M3 TakeoffQuan: 16,782.000 EngrQuan: 16,782.000
Quan: 225.00 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 0.1000 UM Lab Pcs: 8.00 Eqp Pcs: 5.00
153250 36,809 36,809
163.010 45,847 45,847
4.550 1,280 1,280
12.090 3,400 3,400
1.410 793 793
18.250 8,320 8,320
16.500 7,603 7,603
14.500 ]3,567 13,567
13.000 12,338 ] 2,338
28.000 ] 1,966 1 ],966
] 4.000 6,405 6,405
[18].156] 60,199 36,809 51,320 148,328
[] 45.438 ] 3,563,335 2,993,823 356,320 2,242,890 9,156,368
212.33 17839 21.23 133.65 545.61
Unit= KG TakcoffQuan: 2,474,010.000 F,ngr Quan: 2,474,010.000
Quan: z,a�a,oio.00 KG Hrs/Shf't: 10.00 Cal: 510 WC: NONE
1.000 2,641,006 2,641,006
0.100 264,101 264,101
0.580 1,449,275 1,449,275
[ ] 2,905,106 ],449,275 4,354,381
[ ] 2,905,106 1,449,275 4,354,381
1.17 0.59 1.76
Unit= M TakeoffQuan: 94,903.000 EngrQuan: 94,903.000
Quan: 2,240.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 4.0000 US Lab Pcs: 13.00 Eqp Pcs: 3.00
738.000 74,766,007 74,766,007
11.250 63,000 63,000
291.660 3,495,253 3,495,253
150,000.000 160,500 160,500
28.000 251,338 251,338
26.000 1,407,513 1,407,513
14.500 270,137 270,137
28.000 476,529 476,529
14.000 255,064 255,064
[ 816.75 ] 2,660,582 �4,�bb,00� 3,718,753 81,145,342
Quan: 3,360.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
C-60
� �

DMJM Harris
PAML]CO2012
John Kovac
Activity
Resource
PAMLICO BRIDGE UPDATE 2012
Desc Quantity
Pcs Unit
BIDITEM = 4170
Description = 78" BULB TEES
A1W3 Rebar/ Ironworker Crew 5,600.00 CH
2MISCSTEEL Misc steel@106.75% 924.00 TON
804040 185 CFM 170 HP %0 1.00 5,600.00 HR
IWO1 Ironworker Fareman 1.00 5,600.00 MH
IW02 IronworkerJorneyman 4.00 22,400.00 MH
$2,690,627.57 83333 MH/EA 28,000.00 MH
_____> ltem Totals: 4170 - 78" BULB TEES
$83,835,969.85 1.0621 MH/M 100,800.00 MH
883.386 94903 M
BIDITEM = 4]80
Description = EPDXY REBAR IN DECK
Page 5
04/26/2012 1029
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
Unit= M TakeoffQuan: 94,903.000 En� Quan: 94,903.000
Prod: 6.0000 US Lab Pcs: 5.00 Eqp Pcs: 1.00
1,500.000 1,479,555 1,479,555
18.520 27,392 21,392
28.000 251,338 251,338
26.000 938,342 938,342
[ 242 ] 1,189,681 1,479,555 21,392 2,690,628
[ 27.846 ] 3,850,262 �b,zas,s�z 3,740,]45 83,835,970
40.57 803.41 39.41 883.39
Unit= KG TakeoffQuan: 13,782,700.000 EngrQuan: 13,782,700.000
433 S& I Reinforcing Steel Quan: 13,'sz,b'9.'9 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
2CRS60 Gr 60 Rebar@106.75% 13,782,699.99 KG 1.000 14,713,032 14,713,032
2SRA Resteel Access@106.75% 13,782,699.99 KG 0.100 1,471,303 1,471,303
4REBAR Rebarplace@101% 13,782,699.99 KG 0.580 8,073,906 8,073,906
$24,258,241.11 [ ] 16,184,335 8,073,906 2A,258,241
_____> Item Totals: 4180 - EPDXY REBAR IN DECK
$24,258,24111 [ ] 16,] 84,335 8,073,906 24,258,24]
1.760 13782700 KG 1.17 0.59 1.76
BID ITEM = 4190
Description = CONC DF.CK
366002
FRM081
3F1
84308R
84700C
85000C
CA01
CA02
LA03
OPO4
OP12
$5,291,996.08
366005
ACARP3
3Fl
CA01
CA02
$514,531.58
366008
ACARP3
3F1
Set & strip dk cantilever
Formwork Crew w/7260 9,071.75 CH
WOODEN FORMS@106.7 36,287.00 M2
American 7260 l OOT 1.00 9,071.75 HR
185 CFM Compressor 1.00 9,071.75 HR
5 KW GF.NERATOR 1.00 9,071.75 HR
Carpenter Fareman l.00 9,071.75 MH
Carpenter Journeyman 4.00 36,287.00 MH
Laborer, unskilled 1.00 9,071.75 MH
Operator, Crane 91 T 1.00 9,071.75 MH
Oiler 1.00 9,071.75 MH
2.0000 MH/M2 72,574.00 MH
SeC & SYrip Deck Bulkhead
3 Man Carpenter Crew 4,000.00 CH
WOODEN FORMS@106.7 1,000.00 M2
Carpenter Fare�nan 0.50 2,000.00 MH
Carpenter Journeyman 3.00 12,000.00 MH
14.0000 MH/M2 14,000.00 MH
Set & Strip Fascia
3 Man Carpenter Crew 9,676.19 CH
WOODEN FORMS@]06.7 10,160.00 M2
Unit= M3 TakcoffQuan: 66,263.000 EngrQuan: 66,263.000
Quan: 36,287.00 M2 Hrs/Shft 10.00 Cal: 510 WC: NONE
Prod: 0.5000 UM Lab Pcs: 8.00 Eqp Pcs: 3.00
32.250 1,249,248 1,249,248
163.010 1,478,786 1,478,786
18.520 168,009 168,009
4.550 41,276 41,276
23.000 333,962 333,962
21.000 1,229,155 1,229,155
13.000 198,985 198,985
28.000 385,978 385,978
14.000 206,596 206,596
[ 44.55 ] 2,354,677 1,249,248 1,688,071 5,291,996
Quan: 1,000.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 0.2500 UH Lab Pcs: 3.50 Eqp Pcs 0.00
32.250 34,427 34,427
23.000 73,627 73,627
21.000 406,478 406,478
[ 327.8 ] 480,105 34,427 S14,532
Quan: 10,160.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 0.3000 UM Lab Pcs: 3.50 Eqp Pcs: 0.00
32.250 349,777 349,777
C-61
� •
�

DMJM Harris
PAML]CO2012 PAMLICO BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
BIDITEM = 4190
Description = CONC DECK
CA01 Carpenter Fareman 0.50 4,838.10 MH
CA02 Carpenter Journeyman 3.00 29,028.57 MH
$],S11,173.3] 33333 MH/M2 33,866.67 MH
366010 F& I Stay-In-Place Deck Forms
FRM081 Formwark Crew w/7260 8,433.50 CH
2MISCSTEF,L Misc steel@106.75% 200.00 TON
2NEOPRENE Neoprene strip@106.75% 38,425.92 LF
2SIP-F Stay-in Place @106.75% 134,936.00 M2
3GA101 Welding Suppli@106.75% 1.00 LS
84308R American 7260 100T 1.00 8,433.50 HR
84700C 185 CFM Compressor 1.00 8,433.50 HR
85000C 5 KW GENERATOR 1.00 8,433.50 HR
CAOl Carpenter Foreman l.00 8,433.50 MH
CA02 Carpenter Journeyman 4.00 33,734.00 MH
LA03 Laborer, unskilled L00 8,433.50 MH
OPO4 Operator, Crane 91 T 1.00 8,433.50 MH
OPl2 Oiler 1.00 8,433.50 MH
$21,437,753.84 0.5000 MH/M2 67,468.00 MH
366012 F & S diaphrams
FRM087 Formwork crew w/9320 3,830.36 CH
3F] WOODF.N FORMS@106.7 21,066.98 M2
84303R American 9320 250 T 1.00 3,830.36 HR
85000C 5 KW GENERATOR 1.00 3,83036 HR
CA01 Carpenter Fareman 1.00 3,830.36 MH
CA02 Carpenter Joumeyman 4.00 15,321.45 MH
LA03 Laborer, unskilled 4.00 15,321.45 MH
OPOS Operator, Crane>l40 T L00 3,830.36 MH
OPl2 Oiler L00 3,830.36 MH
$3,184,329.66 2.0000 MH/M2 42,133.98 MH
366102 Set Bidwell Screed Rail
CNC90 Screed Rail Crew 9,018.28 CH
3SCRAIL ScreedRail Ma@106.75% 2,760.00 M
85000C 5 KW GENERATOR 1.00 9,018.29 HR
CA01 Carpenter Foreman 0.50 4,509.14 MH
CA02 Carpenter Joumeyman 2.00 18,036.57 MH
LA03 Laborer, unskilled 1.00 9,018.29 MH
$1,074,724.51 0.6666 MH/M 31,564.00 MH
366104
CNC087
2C0005
84303R
85000C
85320C
85340R
85360C
CM02
LA01
LA02
LA03
OPOS
OP12
Pour & Finish Deck & diaph
Conc Crew w/9320 8,282.87 CH
4500 PSI Concr@106.75% 69,576.15 M3
American 9320 250 T 1.00 8,282.88 HR
5 KW GF,NERATOR L00 8,282.88 HR
Concr bucket 1.-5-3 C 1.00 8,282.88 HR
Pump Truck 1.00 8,282.88 HR
Hi-Cycle Concrete Vibr 2.00 16,565.75 HR
Concrete Finisher Journeym 1.00 8,282.88 MH
Laborer Foreman 1.00 8,282.88 MH
Laborer,Skilled 2.00 16,565.75 MH
Laborer, unskilled 2.00 16,565.75 MH
Operator, Crane>140 T L00 8,282.88 MH
Oiler 1.00 8,282.88 MH
Page 6
04/26/2012 1029
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
Unit= M3 TakeoffQuan: 66,263.000 En� Quan: 66,263.000
23.000 178,107 178,107
21.000 983,289 983,289
[ 78.048 ] 1,161,396 349,777 1,511,173
Quan: 134,936.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 2.0000 UM Lab Pcs:
],500.000 320,250
0.500 20,510
120.000 17,285,302
50,000.000
163.0] 0
18.520
4.550
23.000 310,466
21.000 ],142,677
13.000 ] 84,986
28.000 358,822
14.000 192,061
[]]_�3$� 2,�$9,��2 17.626.061
8.00 Eqp Pc
53,375
1,374,745
156,188
38,372
53,375 1,569,306
s: 3.00
320,250
20,510
17,285,302
53,375
1,374,745
i56,188
38,372
310,466
1,142,677
184,986
358,822
192,0(il
21,437,754
Quan: 21,066.99 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 0.5000 UM Lab Pcs: 1 1.00 Eqp Pcs: 2.00
32250 725,270 725,270
291.660 1,195,364 1,195,364
4.550 l 7,428 17,428
23.000 141,009 141,009
2].000 S18,986 518,986
13.000 336,070 336,070
28.000 162,971 162,971
14.000 87,231 87,231
[ 40.2 ] 1,246,267 725,270 1,212,792 3,184,330
Quan: 47,346.00 M Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 1.5000 UM Lab Pcs: 3.50 Eqp Pcs: 1.00
20.000 58,926 58,926
4.550 41,033 41,033
23.000 165,997 165,997
21.000 610,955 610,955
13.000 197,813 197,813
[ 13933 ] 974,765 58,926 41,033 1,074,725
Quan: 66,263.00 M3 Hrs/Shft 10.00 Cal: 510 WC: NONE
Prod: 1.0000 UM Lab Pcs: 8.00
153.250 11,382,267
291.660
4.550
12.090
111.450
1.410
18250 245,018
16.500 223,906
14.500 399,556
13.000 363,364
28.000 352,413
14.000 188,631
C-62
2,584,890
37,687
100,140
923,127
23,358
Eqp Pcs: 6.00
1],382,267
2,584,890
37,687
100,140
923,127
23,358
245,018
223,906
399,556
363,364
352,413
188,631
� 1

DMJM Harris
PAML]CO2012 PAMLICO BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
BIDITEM = 4190
Description = CONC DECK
$16,824,356.72 1.0000 MH/M3 66,263.02 MH
366143 Cure conc diaph & facia
AFNSH3 3 man Finisher Crew 39,010.31 CH
3CUREMAT Curing MATERIA@106.75 3,413,430.00 M2
CMO1 Concrete Finisher Fareman 0.50 19,505.16 MH
CM02 Concrcte Finisher Journeym 3.00 117,030.95 MH
$6,099,845.67 0.0399 MH/M2 136,536.11 MH
366144 Rub & Finish conc
AFNSH2 2 Man finish Crew 1,925.92 CH
3RUBMAT Rub mat@106.75% 13,000.00 M2
CMO1 ConcreteFinisherForeman 0.25 481.48 MH
CM02 Concrete Finisher Journeym 2.00 3,851.85 MH
$]43,465.63 0.3333 MH/SM 4,33333 MH
366150 S& I safety rails
ACARP3 3 Man Caipenter Crew 2,254.57 CH
3SAFERAIL SafetyRail@106.75% 47,346.00 M
85300C 450 Desck Finisher 1.05 2,36730 HR
85305C Work Bridge 1.05 2,367.30 HR
CA01 Carpenter Fareman 0.50 1,127.29 MH
CA02 Carpenter Joumeyman 3.00 6,763.71 MH
$610,528.21 0.1666 MH/M 7,891.00 MH
366151 Access - Conc in superstr dk slabs, HPC
3EA08 Stair Tower@106.75% 1.00 LS
_____> Item Totals: 4190 - CONC DECK
$56,799,45521 7.1930 MH/M3 476,630.] 1 MH
857.182 66263 M3
BID ITEM = 4260
Description = GROOVING DECK
GRIND Grinding Sub
4GRIND Grinding Sub@,101% 286,678.00 SY
BID ITEM = 4270
Description = BEARING PADS
4270 Bearing Pads
FRM22 Expansion Joint Crew #3 4,480.00 CH
2BRNG031 EXP (>8900 KN)@106.75 4,480.00 EA
CA02 Carpenter Journeyman 2.00 8,960.00 MH
LA03 Laborer, unskilled 1.00 4,480.00 MH
$9,966,570.56 3.0000 MH/EA 13,440.00 MH
Page 7
04/26/2012 1029
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
Unit= M3 TakeoffQuan: 66,263.000 EngrQuan: 66,263.000
[18.116] 1,772,888 i�,3sz,z6� 3,669,201 16,824,357
Quan: 3,Qt3,a3o.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 25.0002 UM Lab Pcs: 3.50 Eqp Pcs: 0.00
0.550 2,004,110 2,004,110
20.250 633,807 633,807
18250 3,461,929 3,461,929
[ 0.816 ] 4,095,736 2,004,1 ] 0 6,099,846
Quan: 13,000.00 SM Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 3.0000 UM Lab Pcs: 2.25 Eqp Pcs: 0.00
1.000 13,878 13,878
20250 15,645 15,645
18.250 1] 3,943 l 13,943
[ 6.773 ] 129,588 13,878 143,466
Quan: 47,346.00 M Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 6.0000 UM Lab Pcs: 3.50 Eqp Pcs: 2.10
5.000 252,709 252,709
31.500 74,570 74,570
5.340 12,641 12,641
23.000 41,499 41,499
21.000 229,108 229,108
[ 3.902 ] 270,608 252,709 87,211 610,528
Quan: 4.44 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
100,000.000 106,750 106,750
[ 150.972 ] 1a,675,042 z9,00s,sza 4,848,470 8,267,615 56,799,455
221.47 437.78 73.17 124.77 857.18
Unit= M2 TakeoffQuan: 286,678.000 En�-Quan: 286,678.000
Quan: Z89,063.67 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
4.100 1,187,134 1,187,134
Unit= EA TakeoffQuan: 4,480.000 Engr Quan: 4,480.000
Quan: 4,480.00 EA Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 10.0000 US Lab Pcs: 3.00 Eqp Pcs: 0.00
2,000.000 9,564,800 9,564,800
21.000 303,503 303,503
13.000 98,267 98,267
[ 60.5 ] 401,771 9,564,800 9,966,571
C-63
A31

DMJM Harris
PAML]CO2012 PAMLICO BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
BIDITEM = 4270
Description = BEARING PADS
_____> Item Totals: 4270 - BEARING PADS
$9,966,570.56 3.0000 MH/EA 13,440.00 MH
2,224.681 4480 EA
BID ITEM = 4280
Description = EXPANSION JOINT SEALS
4280 Expansion Joints
FRM22 Expansion Joint Crew #3 102.66 CH
2EXPJT-M Modular F,acpans@106.75% 1,848.00 M
84515R 45 Ton R.T. (RT745) 1.00 102.67 HR
84900C 200 Amp Welder 1.00 ] 02.67 HR
CA01 Carpentcr Foreman 1.00 ] 02.67 MH
CA02 Caxpenter Journeyrnan 2.00 20533 MH
IW02 Ironworker Jorneyman L00 ] 02.67 MH
LA03 Laborer, unskilled I.00 l 02.67 MH
OP02 Operator,Crane<50 T L00 102.67 MH
$1,018,488.63 03333 MH/M 616.01 MH
_____> ltem Totals: 4280 - EXPANSION JOINT SEALS
$],018,488.63 0.3333 MH/M 6]6.01 MH
SS l.l 30 ] 848 M
BID ITEM = 4290
Description= ACCESSSYSTF,M
4290 Access System
4METAL Miscell. metal@101% 9,260.00 KG
BID ITEM = 4305
Description = 355MM X 800MM CONC PARAPF,T
4305 S& P conc parapet
CNCO2 Conc Crcw w/35 Ton RT 2,760.20 CH
2C0006 5000 PSI Concr@106.75% 14,20125 CY
84520R 35 Ton R.T. (RT635C) 1.00 2,760.20 HR
85000C 5 KW GENFRATOR 1.00 2,760.20 HR
85320C Concr bucket 1.-5-3 C 1.00 2,760.20 HR
85360C Hi-Cycle Concrete Vibr 2.00 5,520.41 HR
CM02 Concrete Finisher Journeym 1.00 2,760.20 MH
LA01 Laborer Fareman 1.00 2,760.20 MH
LA02 Laborer,Skilled 2.00 5,520.41 MH
LA03 Laborcr, unskilled 2.00 5,520.41 MH
OP02 Operator,Crane<50 T 1.00 2,760.20 MH
$3,177,440.69 1.4285 MH/M3 19,321.42 MH
4306 F & S parapet
Page 8
04/26/2012 1029
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
Unit= EA TakeoffQuan: 4,480.000 EngrQuan: 4,480.000
[ 60.5 ] 401,771 9,564,800 9,966,57]
89.68 2,135.00 2,224.68
Unit= M TakcoffQuan: 1,848.000 Engr Quan: 1,848.000
Quan: 1,848.00 M Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 3.0000 UM Lab Pcs: 6.00 Eqp Pcs: 2.00
500.000 986,370 986,370
100.610 10,330 10,330
4120 423 423
23.000 3,780 3,780
21.000 6,955 6,955
26.000 4,301 4,301
13.000 2,252 2,252
26.000 4,078 4,078
[ 7.945 ] 21,366 986,370 10,753 1,018,489
[ 7.945 ] 21,366 986,370 10,753 1,018,489
11.56 533.75 5.82 551.13
Unit= LS TakeoffQuan: 1.000 EngrQuan: 1.000
Quan: 9,260.00 KG Hrs/Shft: 10.00 Cal: 510 WC: NONE
5.840 54,619 54,619
Unit= M TakeoffQuan: 47,622.000 F.n�-Quan: 47,622.000
Quan: 13,525.00 M3 Hrs/Shft: 10.00 Cal: 510 WC: NONE
Prod: 0.7000 UM Lab Pcs: 7.00 Eqp Pcs: 5.00
157200 2,383,126 2,383,126
79.870 220,457 220,457
4.550 12,559 12,559
12.090 33,371 33,371
1.410 7,784 7,784
18250 81,650 81,650
16.500 74,615 74,615
14.500 133,149 133,149
13.000 121,088 121,088
26.000 109,642 109,642
[ 25985 ] 520,144 2,383,126 274,171 3,177,441
Quan: 76,195.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
C-64
A32

DMJM Harris
PAML]CO2012
John Kovac
Activity
Resource
PAMLICO BRIDGE UPDATE 2012
Desc Quantity
Pcs Unit
Page 9
04/26/2012 1029
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
BIDITEM = 4305
Description = 355MM X 800MM CONC PARAPET Unit= M TakeoffQuan: 47,622.000 En� Quan: 47,622.000
FRM02 Formwork Crew w/ 35 Ton RT 10,885.00 CH Prod: 1.0000 UM Lab Pcs: 7.00 Eqp Pcs: 2.00
3FM METAL FORMS@106.75 640.00 M2 400.000 273,280 273,280
84520R 35 Ton R.T. (RT635C) 1.00 10,885.00 HR 79.870 869,385 869,385
85000C 5 KW GENERATOR 1.00 10,885.00 HR 4.550 49,527 49,527
CA01 Carpenter Fore�nan 1.00 10,885.00 MH 23.000 400,714 400,714
CA02 CarpenterJourneyman 4.00 43,540.00 MH 21.000 1,474,837 1,474,837
LA03 Laborer, unskilled L00 10,885.00 MH 13.000 238,758 238,758
OP02 Operator,Crane<50 T L00 10,885.00 MH 26.000 432,378 432,378
$3,738,879.82 1.0000 MH/M2 76,195.00 MH [ 22.943 ] 2,546,688 273,280 918,912 3,738,880
4307 Rub & finish parapet Quan: 76,195.00 M2 Hrs/Shft: 10.00 Cal: 510 WC: NONE
AFNSH3 3 man Finisher Crew 10,885.00 CH Prod: 2.0000 UM Lab Pcs: 3.50 Eqp Pcs: 0.00
3CURE Curing@]06.75% 76,195.00 M2 1.000 81,338 81,338
CMO1 Concrete Finisher Foreman 0.50 5,442.50 MH 2O.250 176,850 176,850
CM02 Concrete Finisher Journeym 3.00 32,655.00 MH 18.250 965,978 965,978
$1,224,166.14 0.5000 MH/M2 38,097.50 MH [ 10.195 ] 1,142,828 81,338 1,224,166
4308 S& P epoxy rebar Quan: 672,300.00 KG Hrs/Shfh 10.00 Cal: 510 WC: NONE
2SR Reinfarcing St@106.75% 672,300.00 KG 1.000 717,680 717,680
2SRA Resteel Access@106.75% 672,300.00 KG 0.100 71,768 71,768
4REBAR Rebarplace@101% 672,300.00 KG 0.580 393,833 393,833
$1,183,281.62 [ ] 789,448 393,833 1,183,282
_____> Item Totals: 4305 - 355MM X 800MM CONC PARAPET
$9,323,76827 2.8057 MH/M 133,613.92 MH [ 60.4 ] 4,209,660 3,172,574 354,618 1,193,082 393,833 9,323,768
195.787 47622 M 88.40 66.62 7.45 25.05 8.27 195.79
BID ITEM = 4310
Description = TWO BAR MF.TAL RAIL
4310 Two bar metal rail
4GR Guard Rail-Sub@l O 1%
BID ITEM = 4350
Description = TF,L6PHONE COND & INSF,RTS
47,622.00 M
4350 Telephone cond & inserts
4ELEC Electrical Subcon@101% 23,673.00 M
BID ITEM = 4360
Description = POWF,R & CATV SLEEVES & DUCTS
4350 Power & CATV ducts
4ELEC Electrica] Subcon@] O l% 23,673.00 M
Unit= M TakcoffQuan: 47,622.000 EngrQuan: 47,622.000
Quan: 47,622.00 M Hrs/Shft: 10.00 Cal: 510 WC: NONE
643220 30,937,737 30,937,737
Unit= M TakcoffQuan: 23,673.000 EngrQuan: 23,673.000
Quan: 23,673.00 M Hrs/Shft: 10.00 CaI: 510 WC: NONE
40.930 978,625 978,625
Unit= M TakeoffQuan: 23,673.000 Engr Quan: 23,673.000
Quan: 23,673.73 M Hrs/Shft: 10.00 Cal: 510 WC: NONE
23.390 559,249 559,249
A33
C-65

DMJM Harris
PAML]CO2012 PAMLICO BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
BID ITEM = 9100
Description = OVERHEADS
9200 Site Facilities - Complete
Operators and drivers for yard equip 20000 hrs
803170 --> 9320 250 TON HOON 15,000.00 HR
804040 --> 185 CFM 170 HP 7,500.00 HR
804320 --> 20-50 KW GENER 50- 7,500.00 HR
804380 --> 400 AMP WELDF,R 7,500.00 HR
805020 =_> FLATBAD TRACTO 7,500.00 HR
811WTRBL 2,500.00 HR
83130C --> Water truck 2500 GA 625.00 HR
83140C --> Boom truck-12 TON 7,500.00 HR
83150C --> Lowboy 60 ton h•ailer 5,000.00 HR
83185C Small Vac Sweeper 625.00 HR
83400C =_> Cat950F (770 HP) 625.00 HR
83800C =_> Bobcat 553-21.5 HP 2,500.00 HR
84535R =_> 18 Ton R.T. (RT420) 7,500.00 HR
85105C =_> Pump 3-in Subm. Elect 2,500.00 HR
85335C =_> Sandblaster 625.00 HR
85355C =_> Concrete Conveyar 625.00 HR
85845R =_> Boat, Supervisor(Boss) 1,250.00 HR
85850R Boat, Personne125 Per 1,250.00 HR
85855R Boat, Personnel 10 Per 1,250.00 HR
86l 15C Light Plant 7,500.00 HR
86120C => Arrow Board 7,500.00 HR
OP02 =_> Operator,C�ane<50 T 45,000.00 MH
$8,279,226.00 45,000.0000 MH/LS 45,000.00 MH
I90120 Supervison - Salaried
L236 --> Project Manager 7,920.00 MH
L240 =_> Project Engineer 7,920.00 MH
L242 =—> Field F,ngineer 13,200.00 MH
L244 --> Office Engineer 15,750.00 MH
L246 --> QC Engineer 5,000.00 MH
L248 --> Secretary 7,920.00 MH
L249 =_> Office Manager 7,920.00 MH
L250 --> Clerk 15,750.00 MH
L252 —> Runncr 7,920.00 MH
$4,174,690.02 89,300.0000 MH/LS 89,300.00 MH
I90125 Supervision Hourly
L165 > Mechanic 19,800.00 MH
L232 —> Gencral Superintendent 7,920.00 MH
L238 --> Superintendent 26,400.00 MH
L2421 =_> Party Chief 8,750.00 MH
L2423 --> Rodman 17,500.00 MH
L2424 --> Instriunent man 17,500.00 MH
$5,055,710.40 97,870.0000 MH/LS 97,870.00 MH
I90130 Project Vehicles
83000C > Pick-Up 1/2 Ton 172,500.00 HR
I90150 Mechanic budget
831 l OC —> Mech.Tkr-1 TON 15,000.00 HR
Page ] 0
04/26/2012 1029
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract
Unit= LS TakcoffQuan: 1.000 EngrQuan:
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
291.660 4,681,143
18.520 138,900
23.890 179,] 75
11.250 84,375
30.830 231,225
15.000 37,500
33.640 21,025
17.980 134,850
23.000 ll 5,000
37.420 23,388
65.070 40,669
18.120 45,300
65.450 490,875
4.560 l 1,400
20.670 12,919
15.760 9,850
22220 27,775
70.090 87,613
42.070 52,588
3370 25,275
5.450 40,875
26.000 1,787,508
[ 1287000 ] 1,787,508 6,491,718
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
62.500 628,650
58.000 586,238
38.500 670,758
38.500 800,336
38.500 254,075
19.000 199,822
45.000 463,716
17.000 397,373
13.000 173,722
[ 3133481 ] 4,174,690
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
35.000 1,006,137
58.000 586,238
45.000 1,545,720
38.000 453,180
25.000 670,425
30.000 794,010
[ 3800910 ] 5,055,710
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
15.310 2,640,975
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
26.140 392,100
C-66
Total
JCK
1.000
4,681,143
138,900
179,175
84,375
231,225
37,500
21,025
134,850
1 ] 5,000
23,388
40,669
45,300
490,875
11,400
12,919
9,850
27,775
87,613
52,588
25,275
40,875
1,787,508
8,279,226
628,650
586,238
670,758
800,336
254,075
199,822
463,716
397,373
173,722
4,174,690
1,006,137
586,238
1,545,720
453,180
670,425
794,010
5,055,710
2,640,975
392,100
� �
�

DMJM Harris
PAML]CO2012 PAMLICO BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
BIDITEM = 9100
Description = OVERHF,ADS
I90220 Subsistance
9SUB8 Subsistance
9SUB9 Subsistance
$],710,393.75
I90225 Consumables
9*DHl Safety Sup�lies
9*DH3 Small Tools
$957,199.23
I90250 Travel & Other Expenses
3ZF53 Admin/STAFF Ex@106.75
3ZF60 Project Signs@106.75%
9601 Jointventure expcnses
9MBDICAL Medical Expenses
9SUB1 Air Fare, single
9TR001 Crew Relocation
9TR002 Frmn Relocation
9TR006 Home Office travel
$481,373.97
I90310 Officc 5upply
9SU001 Supplies
9SU005 PHOTOS
9SU008 Fcdc�Postage
$],789.34
I90420 Engineering Services
4ENG Enginecring@101%
I90610 Communications
805260 RADIOS
9DCO2 Copy machine
9DC05 Computer
9SU009 Phone/Fax
9SUOl4 Cell Phone Costs
$330,67426
I90912 Testing Lab
4�CONC Concrctc Tcstinga 101%
I92150 Trailers & Utilities
805140 -> OFFICE TRAILER
805141 Engs/clients office
85225C TooUOffice Vans 45'
9*DH4 [ce and Water
9SU002 Electric
9SU003 Portajons
9SU004 Dumpsters
9SU007 Water/Sewer
375.00 MO
900.00 MO
1,636,797.58 LBHR
1,636,797.58 LBHR
45.00 MO
125 LS
1.25 LS
1.25 LS
50.00 EA
15.00 EA
15.00 EA
45.00 MOS
45.00 MOS
45.00 MOS
45.00 MOS
1.00 LS
82,500.00 HR
3.75 F,A
25.00 EA
825.00 DA
825.00 DA
1.00 LS
45.00 MOS
1.25 LS
45.00 MOS
1,636,797.58 LBHR
45.00 MOS
45.00 MOS
45.00 MOS
45.00 MOS
Page 1 1
04/26/2012 1029
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract Total
JCK
Unit= LS TakeoffQuan: 1.000 EngrQuan: 1.000
Quan: 1.25 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
1,754.250 657,844 657,844
1,169.500 ],052,550 1,052,550
[ ] 1,710,394 1,710,394
Quan: 1.00 LS Hrs/Shft 10.00 Cal: 510 WC: NONE
0.117 191,505 191,505
0.467 765,694 765,694
[ ] 957,199 957,199
Quan: 1.25 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
2,000.000 96,075 96,075
5,000.000 6,672 6,672
1.169 1 1
87,712.500 l 09,641 109,641
2,923.750 146,188 146,188
],754250 26,314 26,314
2,923.750 43,856 43,856
],169.500 52,628 52,628
[ ] 481,374 481,374
Quan: 1.25 LS Hrs/Shft: 10.00 CaI: 510 WC: NONE
16.373 737 737
5.847 263 263
17.542 789 789
[ ] 1,789 1,789
Quan: 1.00 DA Hrs/Shft: 10.00 Cal: 510 WC: NONE
116,950.000 118,120 118,120
Quan: 1.25 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
1.010 83,325 83,325
11,695.000 43,856 43,856
3,508.500 87,713 87,713
81.865 67,539 67,539
58.475 48,242 48,242
[ ] 247,349 83,325 330,674
Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
116,950.000 118,120 ll 8,120
Quan: 1.25 LS Hrs/Shft: 10.00 Cal: 510 WC: NONE
921.380 44,364 44,364
150,000.000 200,625 200,625
500.000 22,500 22,500
0175 287,094 287,094
584.750 26,314 26,314
584.750 26,314 26,314
1,169.500 52,628 52,628
584.750 26,314 26,314
C-67
�
A35

DMJM Harris
PAML]CO2012 PAMLICO BRIDGE UPDATE 2012
John Kovac
Activity Desc Quantity
Resource Pcs Unit
BIDITEM = 9100
Description = OVERHF.ADS
9SU015 Office Cleaning 45.00 MOS
$738,77999
I94010 Bond & Insurance
3Z130 BuildcrsRisk@106.75% 380,000.00 YD
9GA01 Ins�u-ance Costs 380,000.00 YD
9TX001 Permits 1.00 K$
9TX003 Performance Bond 380,000.00 YD
$5,695,018.88
I94020 Taxes & Duties
9AGENT Agent Fees 4.00 EA
9TX008 Equipment Tax, 4% 330,000.00 C
$581,258.00
_____> Item ToYals: 9100 - OVERHEADS
$31,275,427.84 232,170.0000 MH/LS 232,170.00 MH
31,275,427.840 1 LS
$399,809,159.47 *** ReportTotals *** 1,868,967.58 MH
»> indicates Non AddiYive AcYivity
------Report Notes:------
The estimate was prepared with TAKEOFF Quantities.
This report shows TAKEOFF Quantities with the resources.
Bid Date: Owner: Engineering Fittn:
Estimator-In-Charge:
JOB NOTES
Page 12
04/26/2012 1029
Cost Report
Unit Perm Constr Equip Sub-
Cost Labor Materia] Matl/Exp Ment Contract
Unit= LS TakeoffQuan: 1.000 EngrQuan:
1,169.500 52,628
[ ] 471,291 267,489
Quan: 1.00 LS Hrs/Shfh 10.00 Cal: 510 WC: NONE
1.045 423,985
6.843 2,600,682
29,237.500 29,238
6.950 2,641,1 l 4
[ ] 5,695,019
Quan: 1.00 LS Hrs/Shf't: 10.00 Cal: 510 WC: NONE
584.750 2,339
1.754 578,9] 9
[ ] 581,258
Total
JCK
1.000
52,628
738,780
423,985
2,600,682
29,238
2,641,ll4
5,695,019
2,339
578,919
581,258
[ 8221391 ] 11,017,908 10,145,673 9,875,607 236,239 31,275,42s
11,017,908.42 10,145,672.98 9,��5,6o�.a4 236,zs9.00 ;��275�4�7�84
64,941,884 ib�,bso,iaz 24,848,539 96,304,325 si,oba,zsi a99,so9,is9
************Estimate created on: 04/OS/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
* on units of MH indicate average labor unit cost was uscd 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 10 HOURS PER DAY (Default Calendar)
610 MO - SA ] 0 HR/DAY
OFF OFFSHIFT
A36
C-68

Updated Construction Costs for the
Bonner and Pamlico Bridges
Outer Banks Area, NC
North Carolina Department of Transportation
Apri12012
ARMENI Project No. ACS-162
Prepared for:
NCDOT
Prepared By:
Armeni Consulting Services, LLC
� ����,..
CQ�+ISLILTING $ERVICES, LLC
4411 Suwanee Dam Rd, Suite 750 * Suwanee, GA 30024 *[phone]
www.armeniconsulting.com
C-69

EXECUTIVE SUMMARY
SCOPE OF WORK
In March 2012 Armeni Consulting Services, LLC (ACS) was hired by the North
Carolina Department of Transportation (NCDOT) to update existing estimates prepared
by Finley Engineering Group, Inc in 2006 for the Pamlico Sound and Parallel (Bonner)
Bridges which would be constructed in Dare County, North Carolina. The 2006 estimates
were updated to reflect 2012 costs.
The length of the Pamlico Sound Bridge is estimated to be 14.8 miles with an overall
deck width of 43 feet. It is planned to span from the south end of the Oregon Inlet to the
vicinity of the Rodanthe township in a horseshoe type configuration through the Pamlico
Sound. The bridge is estimated to be built on 560 each 140' long spans with conventional
concrete decking. The foundation is assumed to contain 30" square concrete piles with a
concrete pile cap substructure. Four 78" Bulb-Tee type concrete beams will be erected
per span.
The Parallel (Bonner) Bridge is a 54 span 2.7 mile bridge that crosses the Oregon Inlet
with a superstructure estimated to be built using precast concrete segments. The
foundation is designed with 66" prestressed concrete cylinder piles with 20" square
concrete piles at the abutments.
The updated cost estimate is based upon industry standard methodologies and resources
and best available information. ACS used the same quantities, production rates and
means and methods as shown within the PDF document of Heavy Construction Software
Services (HCSS) cost estimates established in 2006 by International Construction
Services (ICS) and provided to ACS by NCDOT in March 2012. The HCSS estimate file
2006-20 represents ICS's cost to construct the Parallel Bridge (aka Bonner Bridge) and
file 2006-22 represents ICS's cost to construct the Pamlico Sound Bridge. A complete list
of documents and references that were provided to ACS is shown in the Appendix at the
end of this report.
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.
1 �����e.��:
C-70

TASK APPROACH
ACS was provided a PDF file of the HCSS estimate file 2006-20 dated 11 /29/2006 which
denotes a total cost of $222,962,625.60 to construct the Parallel Bridge (Bonner). ACS
was also provided a PDF file of the HCSS file 2006-22 dated ll/22/2006 which denotes a
total cost of $431,061,636.46 to construct the Pamlico Sound Bridge.
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 sufficient 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 (with only a very small labor cost difference
from the original estimate), ACS's task was then to update all the labor, permanent
materials, consumable/eXpendable materials, subcontractor, equipment and indirect
(project overhead) costs to reflect current 2012 construction costs. This was performed
based on the following assumptions:
Labor Wage Rates
The base labor rates that were used in the 2006 estimates are noted in the cost activity
breakdowns shown on the PDFs. North Carolina does not have prevailing wage rates at
the state level. Dare County wages published on internet web sites resulted in incomplete
and wide variations of rates when compared to those that are set up in the 2006 estimate.
When coupled with the fact that labor and fringe rates also vary for different contractors,
ACS determined to escalate the wage rates for both hourly and salaried staff shown in the
2006 estimate at a rate of 3% per year and input the result in the updated cost estimates.
These updated rates can be found within Attachments A of this report.
Labor Pavroll Tax and Fringe Rates
The payroll taxes and fringe rates that were used in the 2006 estimates are not evident
and had to be determined based on various combinations of mathematical assumptions
throughout the entire estimate that most closely represented the total labor and burden
cost for the project.
The estimated total payroll tax rate was based on 10.45% of the base rate and was not
increased to calculate the updated cost estimate. The fringe rates varied substantially and
2�?�:=���
C-71

was escalated 2% per year. These updated rates can be found within Attachments A of
this report.
Workers Compensation Rate
This rate varies by contractor and also by work environment. Different worker's
compensation descriptions are shown throughout the 2006 estimates. The WC rates,
however, are not evident and had to be determined based on various combinations of
mathematical assumptions throughout the entire estimate that most closely represented
the total labor and burden cost for the project. The estimated worker's compensation rates
were not escalated in the updated cost estimates.
The Worker's Compensation Codes and associated estimated rates were determined as
follows:
WC = 7.87%
WC200 = 6.67%
WC300 = 6.00%
WC400 = 1.68%
FL4034 = 1.72%
FL5222 = 6.00%
The assignment purpose of the different WC codes throughout the different cost activities
in the 2006 estimates is unclear however the primary WC code that was utilized in both
cost estimates is labeled "WC".
Marine Upshift
This factor takes into account the USL&H (United States Longshore & Harbor) rate and
varies by contractor. This 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. Most cost activities included this factor as shown on the PDFs.
The actual rate, however, was not evident and had to be determined based on various
combinations of mathematical assumptions throughout the entire estimate that most
closely represented the total labor and burden cost for the project. The marine upshift
factor was estimated to be 2.26 but was not escalated in the updated cost estimates.
Overtime
The 2006 estimates show that all hourly based cost activities were based on a working
calendar of five days per week and 10 hours per day. The premium associated with
overtime labor expenses based on this calendar was also included in the updated cost
estimates.
3�I'��.��
C-72

Permanent Material Rates
It is evident that a sales tax rate of 7.00% was applied to all of the base prices for
permanent material in the 2006 cost estimates. The current sales tax rate was researched
and determined to be unchanged. This rate was also applied in the updated cost estimates.
All permanent material and associated unit costs was evident in the 2006 cost estimate
PDFs. 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,
prestressed cylinder piles, bearings and expansion joints. The budgetary prices that were
provided by these suppliers were input into the updated estimates as 2012 rates. These
new prices can be found within Attachments A of this report.
Consumable/Expendable Material Rates
It is evident that a sales tax rate of 7.00% was applied to all of the base prices for
expendable material in the 2006 cost estimates. The current sales tax rate was researched
and determined to be unchanged. This rate was also applied in the updated cost estimates.
All eXpendable material and associated unit costs was evident in the 2006 cost estimate
PDFs. No current expendable material rates were solicited. ACS elected to escalate the
expendable rates shown in the 2006 estimate at a rate of 3% per year and input the result
in the updated cost estimates. These new prices can be found within Attachment A of this
report.
Subcontractors
All subcontracted work and associated unit costs was evident in the 2006 cost estimate
PDFs. The only subcontract work that ACS solicited in order to obtain current rates was
for the installation of reinforcing steel. All other subcontractor rates were escalated at a
rate of 3% per year and input in the updated cost estimates. It is evident that an additional
rate of 1.00% was applied to the majority of the subcontractor base prices in the 2006
cost estimates. ACS assumes that this rate represents a subcontractor's bond expense to
the contractor and has included it in the updated cost estimates as well. These new prices
can be found within Attachment A of this report.
Equipment Rates
All total equipment rates were shown within the cost activities of the 2006 cost estimate
PDFs. The distinction between equipment rental and maintenance rates, however, was not
evident as these were combined into one total rate where published within the 2006 cost
estimates. Several pieces of equipment included a marked up total cost of 7% when
4��������:
C-73

extending the unit cost with the total number of hours. ACS noted that this equipment
was being expensed as an "outside" piece of rental equipment which allowed a state sales
tax to be included in the total cost. Most of the equipment, however, was priced at
contractor's internal rates that can vary widely from one bidder to the next. As a result,
ACS did not solicit current rental rates for the equipment included in the 2006 cost
estimates but instead escalated the total internal and outside equipment rates at a rate of
3% per year and input the result in the updated cost estimates. These updated rates can be
found within Attachments A of this report. It must also be noted that the average price of
fuel has increased approximately $1 per gallon for off-road diesel from the fuel rate
during the mid-summer of 2006.
Bond & Insurance Rates
Bond and insurance costs were included in the 2006 cost estimates in addition to the 1%
bond rate that was applied to subcontractors as previously mentioned. These rates were
escalated 3% per year in order to calculate a cost for the updated cost estimates.
Profit and Margin
Based on the estimate recaps provided with the 2006 cost estimates, it is apparent that 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. These rates were maintained in order to produce the updated 2012
cost estimates.
Contingencies
It is apparent that the 2006 cost estimate files did not include a contingency allowance
cost. Armeni Consulting Services did not allow for any additional cost that could be
termed as contingency in the updated cost estimates.
Construction Schedule
A project construction schedule was not provided to ACS. The indirect costs were
escalated as previously noted and were based on the overhead timeframe that was
established in the 2006 cost estimates without any factors that may be considered as a
result of the timing of revised bid dates.
5��������:
C-74

CONSTR UCTION COST ESTIMA TE SUMMARIES
Parallel Bridge (2.7 Miles)
2012 Cost Estimate (HCSS File 2012-20) _ $ 266,135,434
2006 Cost Estimate (HCSS File 2006-20) _ $ 222,962,626
Difference = $ 43,172,808 (+19.36%)
Breakdown of Difference:
2012 Labor (Incl Burden) _ $ 43,586,258
2006 Labor (Incl Burden) _ $ 37,108,975
Difference = $ 6,477,283 (+17.45%)
2012 Permanent Material
2006 Permanent Material
75,953,132
61.694.737
Difference = $ 14,258,395 (+23.11%)
2012 EXpendable Material = $ 12,764,734
2006 Expendable Material = $ 10,699,841
Difference = $ 2,064,893 (+19.30%)
2012 Equipment = $ 28,642,700
2006 Ec�uipment = $ 23,969,591
Difference = $ 4,673,109 (+19.50%)
2012 Subcontractors = $ 62,073,009
2006 Subcontractors = $ 53,337,664
Difference = $ 8,735,345 (+16.38%)
2012 Others (Bond, Insurance, etc)
2006 Others �Bond, Insurance, etc.
Difference
a
$ 8,437,930
$ 7,063,959
$ 1,373,971 (+19.45%)
2012 Mark-Up (15%) _ $ 34,718,664
2006 Mark-Up (15%� _ $ 29,081,215
Difference = $ 5,637,449 (+19.39%)
6���:=���
C-75

Pamlico Bridge (14.8 Miles)
2012 Cost Estimate (HCSS File 2012-22)
2006 Cost Estimate (HCSS File 2006-22�
Difference
_ $ 483,733,048
_ $ 431,061,636
_ $ 52,671,412 (+12.22%)
Breakdown of Difference:
2012 Labor (Incl Burden) _ $ 98,433,163
2006 Labor (Incl Burden) _ $ 84,031,591
Difference = $ 14,401,572 (+17.14%)
2012 Permanent Material = $ 167,373,926
2006 Permanent Material = $ 154,274,491
Difference = $ 13,099,435 (+ 8.49%)
2012 Expendable Material = $ 17,971,557
2006 Ex�endable Material = $ 15,040,602
Difference = $ 2,930,955 (+19.49%)
2012 Equipment = $ 78,778,299
2006 Equipment = $ 69,850,170
Difference = $ 8,928,129 (+12.78%)
2012 Subcontractors = $ 48,847,736
2006 Subcontractors = $ 43,731,275
Difference = $ 5,116,461 (+11.70%)
2012 Others (Bond, Insurance, etc) _ $ 9,277,061
2006 Others (Bond, Insurance, etc� _ $ 7,843,166
Difference = $ 1,433,895 (+18.28%)
2012 Mark-Up (15%) _ $ 63,102,261
2006 Mark-U�� 15%) _ $ 56,215,694
Difference = $ 6,886,567 (+12.25%)
7�I��Q.��-
C-76

ATTACHMENT "A"
The following attached six PDF documents were generated through HCSS software for
each bridge and serve as a back-up to the above 2012 cost summaries:
- Bid Totals
- Estimate Recap
- Cost Report including Overhead
- Labor Use Report
- Material + Subcontractor Report
- Equipment Use Report
APPENDIX
The following is a list of documents that were provided to Armeni Consulting Services to
assist in performing this task:
• Parallel Bridge Plan Set stamped 3/22/07 (264 Drawings)
• Parallel Bridge HCSS file 2006-20 BID TOTALS dated 11/16/2006
• Parallel Bridge HCSS file 2006-20 ESTIMATE RECAP dated 11/29/2006
• Parallel Bridge HCSS file 2006-20 detailed COST REPORT dated 11/16/2006
• Pamlico Bridge Summary of Quantities dated 11 /29/2006
• Pamlico Bridge HCSS file 2006-22 BID TOTALS dated 11/22/2006
• Pamlico Bridge HCSS file 2006-22 ESTIMATE RECAP dated 11/29/2006
• Pamlico Bridge HCSS file 2006-22 detailed COST REPORT dated 11/29/2006
The following is a list of suppliers and subcontractors that were contacted via telephone
or e-mail and provided ACS with recent cost data:
• Gerdau (Furnish Reinforcing Steel) — Contact Name = Rob Stout
• Bayshore Concrete (Precast Concrete Products) — Contact Name = Gary Shrieves
• Vulcan Materials (Precast Concrete Products) — Contact Name = Mike Means
• Gulf Coast Rebar (Install Reinforcing Steel) — Contact Name = Steve Adams
• Commercial Ready MiX Products (Furnish Ready MiX Concrete) — Contact Name
= Tommy Charles
• DS Brown (Bearings and Expansion Joints) — Contact Name = Mark Francis
8 I i A e? E.
C—%%

CREDENTIALS
Armeni Consulting Services 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 holds a bachelor's degree in Civil Engineering and assisted with the
research of resource rates and duplication of the 2006 estimates in HCSS estimating
software. She has been employed with ACS since 2009 and has estimated quantities and
construction costs of several major bridge projects throughout the United States.
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 segmental Mid-Bay Bridge in Destin, Florida from 1991 to 1993 and the
Neuse River Bridge in New Bern, NC from 1996 to 1998.
9 � �� „ _�
�:
C-78

PAI�'ILIC(� ��]UND BRIDGE
ALTERNATIVE
a�"1R� CC]Ul`�1T'f�'
C[3�T E�TIIVIATE RE'VIEW
TA'�K ORDER #1
MI+CHAEL BAKEF�.
EI�IGINEER.ING, INC
JU1�IE 13, �D12
�_
t �„ � "..
� :���� ,,,:,
� Prnd�lnnd
\":rtiunn111; f�llr;�
h�,,,,
.�
�
�
��
r�
�
r,
Canaf Zone
� Hn! Spa!
; �'�r
,��.
�=,
�=
�',� S� r�ll�ag Arca
;_ ' �� 1��5Y Nat Spat
��+t
�� _.:� ,,
4
r,,, .E�
�� �
�pr�� 1
0 ="!!}
�
r
�'
�"�.
� __ aod�n�h� S
�
I Curre�s Hnf Spof
................, '
„r
................... "t., t
....i.. �. i,
� ` i',
Emett�+cracy_._ --�� ���
Fe�,> ��k i RooaHrwe
i
� �
C-79
.x�..
� `'
�
. r �,

.�UIl� l�, c��2
Mr, Greg Perfetti, P.E.
State Sf�•�lctu�•es Ea�gi��eet•
h1CD0'�' — Structures Managejnent Unit
157$ M�il Service Center
RaIeigh, hIC 27C99-1 SS 1
Slibject: Pa��ilico Soi.iiad B��idge Alternate
Cost Estimate Review
Dear Mr. Perfetti:
Michael �aker �ngineering, Inc.
A Ur�it of Mishael 8aker Go�pvralion
8000 Rege�lcy Park�vayJ
Suite GOfl
Cary, NC 2751 S
(919) 4$1-5702
FAX (919} 463-5490
Pleas� find attac��ed our Final cost estimate review for the Pamli�o Sound Bi•idge Co�•i•ic�or as
requested at ol�r meetii�g ot� April 2, 2012, The conteiits of the estiinate revie�� are �s follnws:
• E�ecutive S�inuvary
o Repart
• Qualifications of Perso�ulel
+ SLip��orting D�ta
T�le �ssessment is �aseci o�� tl�e origiz�al 2006 cast estimate co�1l��iled by Finley Enginccririg
Grou�� for tlie North Carolina Department of Tr��aspoz•tatzoz�. Coa��bialiiig tiie i•evised Parallel
(Boi7ner) Bridge aiid Pa�nlieo Sound Bridge esfiinates ti�rhile �pl�lying ottr estimated escalatioil,
the total cost is estimated to be $808,373,9$8. Otu• spreadslieets and �d�iitioiial b�ekup are
avaflable u�an request.
If yoti would like to discuss any of these results fui-ther, �lease contact �ne at 919-481-5702, or
T3i11 Hooci at 919-481-570Q.
Sincerely,
MICHAEL I3AKER JR,, INC.
� `
Dwain Hatl�av�,ray, P.E.
Struct�i�•es Matia�er
E�lclosures
:1

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
COST ESTIMATE REVIEW
Executive Summary
Michael Baker Engineering, Inc. (Baker) has performed a cost estimate review at the
request of North Carolina Department of Transportation (NCDOT) pertaining to the
proposed Pamlico Sound Bridge Corridor Alternative, as it is described in the Final
Environmental Impact Statement and Section 4(� Evaluation (9/ll/2008) of the NC 12
Replacement of the Herbert C. Bonner Bridge. The purpose of the review was to
evaluate quantities provided by NCDOT from a 2006 cost estimate performed by Finley
Engineering Group. Baker has applied escalation costs to present value, identified high
and/or low cost project components, and evaluated the costs to determine if they are in
line with established industry practices.
A summary of the findings is shown below.
Bonner Bridge — Revised Parallel (2.7 Mile) Bridge
Origina12006 Cost Estimate (as Escalated Finley Engineering
estimated by Finley Engineering Group) Group Estimate (2012)
$229,651,504 $275,581,805
Pamlico Sound (14.8 Mile) Bridge
Origina12006 Cost Estimate (as Escalated Finley Engineering
estimated by Finley Engineering Group) Group Estimate (2012)
$443,993,486 $532,792,183
Pamlico Sound Bridge Corridor Alternative (17S Mile) Bridge
Origina12006 Cost Estimate (as Escalated Finley Engineering
estimated by Finley Engineering Group) Group Estimate (2012)
$673,644,990 $808,373,988
The ariginal Finley Engineering Group (FEG) estimates and Baker's current escalated
estimate include all direct and indirect construction costs including, but not limited to
demolition, temporary facilities/access, supervision, labor, equipment and materials.
Additionally, the estimate includes a 3% increase to account for the Design-Build method
of procurement. 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 the 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 April 2012, roadway approaches or other related
construction beyond the limits of work identified by FEG, design costs, NCDOT
June13, 2012 1 of 30
C-81

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
COST ESTIMATE REVIEW
administrative and/or construction management costs, operation & maintenance of the
completed bridge, debt service ar other financial costs.
In conclusion, the approach NCDOT used to determine the cost estimate of the 17.5 mile
Pamlico Sound Alternative was valid in terms of both engineering and cost estimating
standards.
June13, 2012
C-82
2 of 30

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
COST ESTIMATE REVIEW
1. Introduction
Michael Baker Jr., Inc. (Baker) has 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 estimate dated November 16, 2006
and
• Pamlico Sound Bridge estimate dated November 29, 2006.
The purpose of the review was to evaluate both of these project estimates, escalate
costs to present value and to identify high and/or low cost project components.
June13, 2012
C-83
3 of 30

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
COST ESTIMATE REVIEW
2. Understanding of Task
It is important to understand the task as requested and the inherent assumptions
and limitations included in this report: The two (2) estimates noted above were
prepared as separate, stand alone projects. Baker has been asked to review and
update each, separate estimate. It is our understanding that the two (2) updated
estimates are to be combined into one estimate as a representative cost for a 17.5
mile bridge along the Pamlico Sound Bridge Corridor.
June13, 2012
C-84
4of30

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
COST ESTIMATE REVIEW
3. Assumptions
"17.5 Mile Option" — The Bonner Bridge — Revised Parallel Bridge estimate is
identified as a 2.7 mile project and the Pamlico Sound Bridge estimate as a 14.8
mile project in the 2006 FEG cost estimates. The combined sum of these two
lengths would be 17.5 miles. This combined length is consistent with the total
mapped alignment of the Pamlico Sound Corridor Hearing Maps provided.
Channel crossing — The original FEG cost estimates include one crossing of the
navigable channel (in the Bonner Bridge — Revised Parallel Bridge estimate). The
Pamlico Sound Bridge estimate includes only low level, 78" bulb tees
(conventional) construction. Even though the final placement of the channel
crossing is not yet defined, the total combined quantities reviewed should be
representative of the proposed combined Alternative.
Escalation — We have corrected all FEG bid items as well as any historic bid
history items to present day (April, 2012) using ENR's Construction Cost Index
(CC�. Due to the unknown combined project schedule, we HAVE NOT
escalated the costs to a"midpoint of construction" as is typical for planning
budget estimates�. Again, it may be appropriate during Task 2 to establish a
planning schedule and to forecast the cost of escalation for NCDOT's planning
purposes.
Contingency — We have not included any contingency to the estimates in order to
account for unknown costs and the risk of future cost fluctuations. The original
FEG estimates did not include this.
Design-Build — NCDOT requested the estimate be evaluated as if it were let and
delivered using Design-Build procurement. Since the FEG estimates did not
include this, we have added a(3°/o) markup factor to the bottom line to account
for premiums for schedule/delivery, risk and design costs. Based on our
experience on past NCDOT Design-Build projects, we have assumed that some of
the increase in cost for risk and expedited schedule is offset by the innovation
associated with the design-build method of procurement.
June13, 2012
C-85
5of30

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
COST ESTIMATE REVIEW
4. Approach
Our general approach to the review was as follows:
a. Reviewed all items in the cost estimate to some extent
b. Did not check quantities
c. Escalation factors were reviewed from multiple published sources. We
decided to utilize Engineering News Records CCI.
d. All cost items (FEG items from 2006, and bid history/historic costs as
appropriate) were escalated to present value (Apri12012).
e. When needed all items were converted from English to metric units to match
the FEG estimate.
£ Identified "big ticket" items based on "80-20" rule.
g. Utilized "bottom up" estimates, NCDOT Bid History and/or Baker project
data as appropriate to verify unit prices.
June13, 2012
.
6of30

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
COST ESTIMATE REVIEW
5. Project Estimate
Our review of the project estimates gives a combined total value to this project of
$808,373,988. Our escalation of FEG's estimates includes bringing escalation
costs to present value and identifying and sorting by high and/or low cost project
components. (see below):
Bonner Bridge — Revised Parallel (2.7 Mile) Bridge
Origina12006 Cost Estimate (as Escalated Finley Engineering
estimated by Finley Engineering Group) Group Estimate (2012)
$229,651,504 $275,581,805
Pamlico Sound (14.8 Mile) Bridge
Origina12006 Cost Estimate (as Escalated Finley Engineering
estimated by Finley Engineering Group) Group Estimate (2012)
$443,993,486 $532,792,183
COMBINED TOTAL:
(Pamlico Sound (17S Mile) Bridge Corridor Alternative)
Origina12006 Cost Estimate (as Escalated Finley Engineering
estimated by Finley Engineering Group) Group Estimate (2012)
$673,644,990 $808,373,988
1NCLUSIONS:
The ariginal Finley Engineering Group (FEG) estimate and Baker's escalated
estimate include all direct and indirect construction costs including, but not
limited to demolition, temporary facilities/access, supervision, labor, equipment
and materials. Additionally, Baker's escalated estimate includes a 3°/o increase to
account for the Design-Build method of procurement. The estimated amount is
intended to represent the "contract cost" or the cost that we would expect to award
in an eventual construction contract.
EXCLUSIONS:
It should also be noted that the 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 April 2012, roadway approaches
or other related construction beyond the limits of work identified by FEG, design
costs, NCDOT administrative and/ar construction management costs, operation &
maintenance of the completed bridge, debt service or other financial costs.
June13, 2012
C-87
7of30

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
COST ESTIMATE REVIEW
7. Findings
It should be noted that the estimated cost of the Bonner Bridge — Revised Parallel
Bridge project will naturally be compared to the Design-Build bids received by
NCDOT (published July 19, 2011, see attachment 8).
PCL Civil Constructors, Inc. bid of $215,777,000 is substantially lower
($59,804,805 or 21.7%) than the escalated estimate based on FEG's original
design/quantities. However, the two other bids received (from Skanska USA
Civil SE, Inc. and Oregon Inlet Constructors, Inc.) are in very close agreement.
Bid Comparison: Bonner Bridge — Revised Parallel Bridge
Escalated Skanska Bid Oregon Inlet Total
FEG Est Bid Var. (%)
(2012) (D-B) (approx.)
$275,581,805 $279,850,000 $306,845,000 10%
It is our understanding that the PCL bid proposed a design solution that utilized
segmental post-tensioned box girder construction for only 25% of the total bridge
length. It is likely the other two bids more closely resembled the 1996 design
prepared by Parsons Brinckerhoff, which utilizes segmental design and
construction for the entire length of the bridge. FEG's 2006 estimate was also
based on the PB design and therefore also, our current estimate. These bid results
confirm and support the accuracy of the estimate.
June13, 2012
..
:S � _ C 1

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
COST ESTIMATE REVIEW
8. Attachments
a. Attachment 1— Team Qualifications
b. Attachment 2— 2006 FEG Bid Items & Escalation to APR 2012
c. Attachment 3— ENR CCI Table
d. Attachment 4— FEG (escalated) Estimate: Bonner — Parallel Bridge
e. Attachment 5— FEG (escalated) Estimate: Pamlico Sound Bridge
£ Attachment 6— Highway Letting NCDOT, July 19, 2011
June13, 2012
..
9of30

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
COST ESTIMATE REVIEW
9. Footnotes
(1) Forecasting of construction escalation is difficult due to the dynamic nature of
construction progess and the continuing, variable nature of escalation. In
order to reasonably account for these factors, 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 "mid-
point construction").
June13, 2012
C-90
10of30

June13, 2012
NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
COST ESTIMATE REVIEW
Attachment 1
Team ualifications
(Abbreviated resumes for Baker team)
C-91
11of30

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
COST ESTIMATE REVIEW
�e�rn �. �enney, F .�.
S�ninr �t.rurt��arr�( �rac�in��r
General Qualifications
Mr. Denney has managed and designed a variety of structural
engineering projects for both public and private clients. His
list of projects includes both cast-in-place and precast
parking decks, prestressed concrete and structural steel beam
bridges, as well as spliced post-tensioned concrete bulb-tee
bridges. He has spent the last two years working exclusively
as the senior bridge engineer on NCDOT projects.
John C. Dietrick, P.E., S.E.
� �„'?'?;� �� ",��� ��, r �+�:� �.° r ' :,
General Qualifications
Mr. Dietrick has a broad range of experience covering all
aspects of design, analysis, rehabilitation and inspection of
bridges. His bridge design experience includes structures of
many different types, including prestressed concrete bridges,
steel bridges and reinforced concrete structures, with special
emphasis on long span concrete and concrete segmental
bridges. In addition to design and analysis experience, Mr.
Dietrick also has comprehensive experience in the
development and application of bridge design software and
load rating software. He has also served as a certified
instructor for a number of National Highway Institute
training courses, including Load and Resistance Factor
Design (LRFD) and fundamentals of bridge inspection
training, to numerous Departments of Transportation across
the country.
June13, 2012
C-92
Years with Baker:
Years with Other Firms: 6
Education
B.S.C.E., 2003, Civil Engineering -
Structural, North Carolina State
University
M.C.E., 2006, Civil Engineering -
Structural, North Carolina State
University
Licenses/Certifications
Professional Engineer, North Carolina,
2007
Years with Baker: 17
Years with Other Firms: 7
Education
M.S., 1987, Civil Engineering, Carnegie
Mellon University
B.S., 1986, Civil Engineering, Carnegie
Mellon University
Licenses/Certifications
Professional Engineer, Ohio, 1999
Professional Engineer, Pennsylvania,
1992
Structural Engineer, Illinois, 2000
Professional Engineer - Civil, Kentucky,
2004
Professional Engineer, Indiana, 1999
Professional Engineer, Michigan, 1999
12of30

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
COST ESTIMATE REVIEW
�aVp� ��er�ar�t, �.�.
PYC?!�'f'� II/I�'CaCX��'i
General Qualifications
Mr. Eberhardt is a Project Manager responsible for
the management of heavy and highway projects. As a
surveyor, contractor, engineer and construction
manager, Mr. Eberhardt has over 20 years of
construction experience on highway, transit, railroad
and airport projects. In rail, Mr. Eberhardt
participated in The Frankford Elevated
Reconstruction Project, Railwarks Regional Rail
Bridges and Temple University Station, and the
Market Street Elevated Reconstruction Project. Mr.
Eberhardt's bridge and highway experience includes
the Walt Whitman Bridge Rehabilitation, Schuylkill
Expressway Rehabilitation, Baltimore Washington
International Airport, I-83 Rehabilitation in the City
of Baltimore, new alignment of S.R. 6015 in Tioga
County, PA, and the Trexlertown Bypass in Lehigh
County, PA. Mr. Eberhardt has a strong background
in surveying, civil engineering, construction
management, estimating, and business management
as well as extensive hands-on field experience. More
recently, Mr. Eberhardt's expertise has been called
upon by counsel for claims support, litigation support
and expert witness services.
Dwain G. Hathaway, P.E.
;f',v���?:;��.'`�w ��� e�Bir�c� .Structures IVlanager
General Qualifications
Mr. Hathaway has 15 years of experience as a structural
engineer engaged in the design of highway projects of all
types in North Carolina, South Carolina, Georgia, and
Virginia. He is responsible for managing the planning,
design, and plan production of highway structures. His
design experience includes numerous types of bridge
designs, box culvert, parking deck, and retaining wall design.
He has spent the majority of his career working on NCDOT
bridge design projects, both as a design engineer and project
manager.
June13, 2012
C-93
Years with Baker: 12
Years with Other Firms: 22
Education
M.B.A., 1998, Business Administration,
Lehigh University
B.S.C.E., 1986, Civil Engineering, The
Pennsylvania State University
A.S., 1981, Surveying, The Pennsylvania
State University, Mont Alto Campus
Licenses/Certifications
Professional Engineer, Pennsylvania,
1992
Professional Engineer, New Jersey,
1996
Professional Engineer, Maryland, 1996
Years with Baker
Years with Other Firms: 6
Education
M.C.E., 1996, Structures, North Carolina
State University
B.S., 1994, Civil Engineer, North
Carolina State University
Licenses/Certifications
Professional Engineer, North Carolina,
2000
Professional Engineer, Georgia, 2010
Professional Engineer, South Carolina,
2004
Professional Engineer, Virginia, 2004
13of30

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
COST ESTIMATE REVIEW
�van L. Hoover, F�.�., C.;.C:.�.
(��?iE'f �StIC?'?C�'�fap'
General Qualifications
Mr. Hoover previously served as a senior/lead estimator and
project manager with Baker's Mellon Stuart Construction
business unit and has re joined Baker as Chief Estimator of
the Construction Services Group after serving in a similar
role with two other firms in the commercial development and
Years with Baker:
Years with Other Firms: 18
Education
B.A.E., 1986, Architectural Engineering
(Const. Mgmt.), The Pennsylvania State
University
Licenses/Certifications
Professional Engineer, Pennsylvania,
1992
contracting market. He has over 25 years of diversified I Certified Cost Engineer, 2010
professional experience in government, commercial,
industrial, institutional, medical, and military projects. Mr.
Hoover brings to a project an in-depth knowledge of total
cost management work, including cost engineering, parametric cost modeling, activity-based cost
estimating, value engineering, and life cycle cost analysis as well as an impressive and successful
resume in the management of projects. Mr. Hoover provides additional supporting services from
his project portfolio in preconstruction services, project scheduling, construction management,
contract management, and design development support.
Louis Joseph Pirozzi, P.E.
�� ����, ,,. � �dl� _�,
General Qualifications
Mr. Pirozzi is a civil engineer with practical experience in
highway, structures, and building construction. His
professional experience includes construction management
services for Baker, inspection and bridge rating/analysis for
the Pennsylvania Department of Transportation, as well as
laboring positions %r various contractors. Mr. Pirozzi is a
passionate team player, and self motivated individual with a
strong positive attitude. He looks forward to challenges and
can balance a multitude of responsibilities ranging from
technical to human relation issues. Mr. Pirozzi is dedicated
to providing the client with an efiicient, innovative, high
quality process to achieve the best possible product.
June13, 2012
C-94
Years with Baker: 12
Years with Other Firms: 3
Education
M.S., 2011, Engineering Management,
Drexel University
B.S., 2001, Structural Design and
Construction Engineering Technology,
The Pennsylvania State University,
Harrisburg Campus
Diploma, 1994, General Studies,
Cumberland Valley High School
Licenses/Certifications
Professional Engineer, Pennsylvania,
2007
ACI Concrete Field Testing Technician -
Grade 1, Pennsylvania, 2010
PENNDOT Construction Documentation
System (CDS) NeXtGen, Pennsylvania,
2007
PENNDOT Concrete Field Testing
Technician, Pennsylvania, 2008
OSHA 10-Hour Safety Training, 2009
14of30

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
COST ESTIMATE REVIEW
Larry K. �%Ic�inney, �'.�., �.L.S.
��'C?!�l'� I��I�CX��'t'
General Qualifications
Mr. McKinney's career encompasses project management,
design, and construction management services. His years of
experience and his variety of assignments provide him with a
unique understanding of design and construction, and the
needs and expectations of public and private clients.
Mr. McKinney has applied his knowledge to lead roles on
major projects. These projects included the design of the
Airport Expressway in Pittsburgh, the design management
for S.R. 26 and S.R. 6220 projects near State College with a
construction value over $400 million, and construction
management for projects with a construction value of more
than $300 million for District 8-0. He served as project
manager on the high-priority Tunkhannock Transportation
Improvement Project. He was responsible for work
assignments, budgets, schedules and all contract
administration. In addition, his assignments include Project
Manager for preliminary design and constructibility of a
$120 million consolidated rental car facility and employee
parking areas at BWI Airport, Resident Engineer for Baker
on the $ 105 million Route 29 Tunnel project for the New
Jersey Department of Transportation, and Construction
Manager on the $53.2 million Trenton Train Station
Reconstruction. Mr. McKinney served for one year as the
structure outage coordinator for the $ 700 million Market
Street Elevated replacement project. Recent experience
includes construction cost estimating, constructibility and
planning for the construction of 670 miles of Personnel
Fence (PF 225) located in the States of California, Arizona,
New Mexico and Texas under an agreement with the
USACOE for the Homeland Security Border Fence Program.
Years with Baker: 42
Years with Other Firms: 5
Education
B.S., 1966, Civil Engineering, Purdue
University
Graduate Studies, Business
Administration, The Pennsylvania State
University, Harrisburg Campus
Diploma, 1960, General Studies, Clinton
Central High School
Licenses/Certifications
Professional Engineer, Maryland, 1996
Professional Engineer, Indiana, 2009
Professional Engineer, New Jersey,
2006
Professional Engineer, Georgia, 1993
Professional Engineer, Pennsylvania,
1971
Professional Engineer - Civil, California,
1969
Professional Engineer, Ohio, 2003
Professional Engineer, North Carolina,
2003
Professional Land Surveyor,
Pennsylvania, 1980
NICET IV Transportation-Highway
Construction, 2005
Ninety seven design segments with an estimated construction value of over $ 1 Billion were
estimated within a very limited design schedule. Cost estimating and constructibility support
during construction continue.
Mr. McKinney has led or participated in numerous Value Engineering workshops over the past
twenty years and recently has led value engineering workshops for rehabilitation of the S.R. 422
bridge and the over one billion dollar reconstruction of I-95 in PennDOT, district 6-0. He
provided cost estimating for the Border Fence and major transit, bridge and highway projects
continue to be an important work responsibility. Mr. McKinney also performed constructibility
reviews for major phased improvements to S.R. 28 in Pittsburgh, cost validaiion for a$500
million I-225 transit project in Colorado, design and construction options for the I-69 project,
and the Milton Madison Bridge in Indiana were challenging assignments over the past year.
June13, 2012
C-95
15of30

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
COST ESTIMATE REVIEW
�arl i�. I�eicler�iser, F�.�.
T��hr?ic�l C'�r'�SsAltr�r'it
General Qualifications
Mr. Neiderhiser's career spans 37 plus years of progressively
responsible civil engineering with the Pennsylvania
Department of Transportation. He had major responsibilities
for design, construction, and maintenance of highways and
bridges in Engineering Districts 9, 10, and 11.
His most recent work experience was as District Executive
Years with Baker
Years with Other Firms: 30
Education
M.B.A., 1991, Business, Indiana
University of Pennsylvania
B.S., 1966, Civil Engineering, University
of Pittsburgh
Licenses/Certifications
Professional Engineer, Pennsylvania,
1971
for Engineering District 9 and for a short duration as an
Acting District Executive in Engineering District 11. In this
role he was responsible for the design, construction, and maintenance of the state highways and
bridges in the district. Major responsibilities included development, implementation, and
monitoring of the district's strategic plan and achieving the goals of the Department of
Transportation. He used mentoring, coaching, teambuilding, rewards, recognition, and
empowerment as tools to improve efficiency, effectiveness, and motivation of employees and
partners. He maintained excellent working relationships with federal, state, and local political
leaders and agencies.
His construction experience included 21 years in Engineering District 10, responsible for contract
administration of all highway and bridge construction projects in the district. Responsibilities
included project documentation, quality assurance, worlc order preparation, CPM monitoring,
EEO and labor compliance, dispute resolution, time extensions, current esrimates, final audits,
and overseeing the District's Materials Unit and Soils Unit.
Performed constructability reviews and prepared and reviewed resource loaded critical path
method (CPM) charts for numerous projects.
He spent eight years in the Maintenance Department of Engineering District 10 as the Assistant
District Engineer for Maintenance and the Maintenance Services Engineer. His responsibilities
included preparation of annual work plans, monitoring performance, overseeing the district's
equipment fleet, the district's automated systeins, the district's permit and traffic engineering units
and maintaining excellent working relationships with the local union (AFSCME).
He participated on many steering committees such as ECMS, APRAS, and Construction
Parmering. He was a member of the AASHTO Standing Committee on Quality from 1992 until
2003. He is a member of ASHE Altoona Section, and past president of the Mid Allegheny
Section. He is a member of the Pitt Civil Engineering Alumni Club.
Since joining Baker he has been trained in cost estimating validation process (CEVP, WDOT).
He participated in a risk identification workshop for the Downtown Louisville, Ohio River Bridge
Project. This is a new 6- lane bridge across the Ohio River, adjacent to the existing Kennedy
Bridge. Currently the design is about 10 % complete, with several bridge alternatives. The cost
of the bridge depends on the Alternative selected but is in the order of 200 million dollars.
June13, 2012 16 of 30
C-96

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
COST ESTIMATE REVIEW
�re�ory uuncan �tiVes, �.�.
�ric��e �erFar?��rzl �/Ir�nrz�er
General Qualifications
Mr. Gregory D. Stiles, P.E., is a Bridge Technical Manager
in the Asheville, North Carolina office. He earned a
Bachelor of Science Degree in Civil Engineering from the
University of North Carolina at Charlotte in 1989. He has a
broad range of transportation design and construction
administration experience including light rail structures,
segmental and precast concrete bridges and complex bridges
over railroads and navigable waterways. He is a member of
ASCE and EWB and is licensed in North Carolina,
Colorado, Kentucky, Virginia, and Pennsylvania.
�I���� ��. ����'��, �.�.
Technical Services Manager - Bridge
Construction
General Qualifications
Mr. Suarez is a structural engineer with more than 35 years
experience in design of steel and concrete highway bridges,
bridge rehabilitation, and retaining walls. He is also
experienced in specialized concrete (post-tensioned,
prestressed, cast-in-place, and precast) structures including
segmental and cable stayed bridges, permanently anchored
tieback walls, pavements, culverts, airport terminals,
buildings, FAA control towers, garages, and nuclear
containment vessels. Mr. Suarez has also been involved with
construction of projects such as the Maysville Cable Stayed
Bridge Project where he served as a project engineer and task
manager for post design services. He is also experienced
with construction management, design build projects, cost
estimating, scheduling, proposal preparation, and
specification writing.
June13, 2012
C-97
Years with Baker: 3
Years with Other Firms: 20
Education
B.S.C.E., 1989, Civil Engineering,
University of North Carolina at
Charlotte
Licenses/Certifications
Professional Engineer, North Carolina,
2003; Colorado, 1996; Pennsylvania,
2002; Kentucky, 2010; Virginia, 2010
YL�rs °��ru��a E�6��r: 22
Years with Other Firms: 13
Education
B.E., 1977, Civil Engineering, Manhattan
College
Licenses/Certifications
Professional Engineer, Michigan, 2007;
Minnesota, 2008; Indiana, 2007;
Wisconsin, 2007; Washington, 2006;
Virginia, 2006; Mississippi, 2006;
Pennsylvania, 1999
Professional Engineer - Structural, lowa,
2001
Professional Engineer - Civil, Kentucky,
2006
NCEES Certified, 2006
17of30

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
COST ESTIMATE REVIEW
Attachment 2
2006 FEG Bid Items &
Escalation to APR 2012
June13, 2012
.;
18of30

� l� 00 � 00 ��� N--+ �--� ��� v'� O O N O�n N O��O O�n � O�O M� c0 O v'�
� M �O M c0 O O�n c0 c0 00 00 �O M�--+ O� l� � M�n O N V' l� �O �n ��O �O O c0 O O
� N M O O� ��--� l� l� l� N l� ��--� �O c0 00 a1 00 l� N�O l� O �O �� 00 l� � O�n N O•--+
F"' O� N l �n �O M�t �--� co AO oo M l co AO l O c0 O �h �I' M N O�--� �O O v� AO N V' oo M O�
� V1 O� M M �O M 00 01 d' ��' �� O� �O �D [� C� O �O M 01 CO O 00 41 AO O N 01 �O � �O
� O� l� O v� N� OO l� M M l� M�� N�--� v� V� OO OO [� O N 01 �D �O l� GO M 00 M O Vl
� O d' M M 00 �[� �--+ d' '--� �O O� d' �--� 01 M d' � d' N�O d' ��--' M[� M �' O� �--� M N
O� O � v'� .� OA v'� l� O� � l� �� O O� AO M� O o0 � 01 N ,� �+
N O� �O O � � �--� N� O� O� N N l� N
V'� ^-+ rr M .-. M ^-y
U l� CO .--� �O ��� M•-r M l� � M O� � N CO V"1 .--, N V'� �\O �� U O V1 M cl' CO V1 V1
�i' M �O M�--� �--� � N OO l� 00 V� �--� M �O �--� l� M�' �O � 00 N O 00 �O �--� l0 00 �O O OO �--� O
�'' N M l� N N N l �n �O v� �O v1 N �O �--+ N V 01 �O O �O M O M N �O 01 N N O�n N cl' ti
a" O� N oo O [� oo N�O N�1 ,--� o0 00 ,� � N--� ��O O� vl � N�' oo � O�
^ Vl O� Vl N� Q� M O\ � 00 d' M 00 O� 00 00 N V'� O\ �O �--� �O
�� v�'� O ~ ~ 0�0 ~ N � � � � � -� N
O� O M M O �--� �--+
N O� N N
�
�
�
�
�
.�
�
�
a
'�
�
�
�
�
� �
�
Q
H
�
H
Q
�
GQ
H
�/''�
I�
U
Z
�.
�Q
�
M �
� .n-�i O
.Q"
U
�
Q
Vi Vi C/� M M�' C.J �� Q Q Q M V U�/ `.J M M V' '� C/] N Vi 'y c7 V1 �'y N C/� C/� C/] N Vi
aa����� www�����������a,��� �����a�a
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0
O O O o0 �O O O O O O O O M O O O O N N O O O O O�O O O� v� �O O O O O O
•--, •--� •-• O�--� �O �O �O N l� '[h l� ,� VO c0 v� O oo c0 N vl .-. O•--, l� N�--� m o0 l� .--� .-. •--� p•--,
�D �--� O M[� � 00 N O� M O� �--� M N N�O l� V'� N O
d' l� 00 ,-� .-� � �� N^� l� 01 O� d' �--� �O �--i N 00 00 �O N
M�--� AO 01 M d' O �[� 00 00 M M 01 00 00
M N OO N �O l� �O M M M��O �
O� �Y o0 �n
� � ^-�
N
�
�L �
� � N �' .D
�---� U y
U ��' 'N SS; G� N U
CC N % '�Q.� ,N � � � � p"' � � "G
� � � � y � � y U U � � � � '� � �
,-, % � '� � ,+ '� �ci .fl-I °� � � � (d � V] '�
O � .p � � � "" O c� � ,U ,� c�j ^�„ � v� pp � � O .� t� .� � bA
� �C U � � � V O Y �D �, OU o� p � bNA � N � U '—' � :-• v� ' � v�
o . v' U � N � p" in y, y .�. � y � � � �G � � ,� � N � v' �" �" � � � '� S�, �bA
N� m�'C 'C y�, m� O �.�„ � F� 'c7 V m�7 `n '� o�' p � � cC O W � p H �
N Q U U �. � � U V� � ��
� p G' a� Q c� c� p� p. R� Y G � c.� ."~.-7 a U O��'� bA ^C b�A �� c�i� oo .� ��� O G„"
�y �� O O O v� c� O OV Q" 'O � 0"' U b�.� bA • y;, O rl�j '� � iC ��t,�� _y v� .�
`'' q CC � Vj CJ CJ Ci �• '�J Y , L��-1 S�-I � S�i � U C=�C 7--,. l�j .� CC V] C� C� CC 3r O" C) y i�
� � � � � � x � � � � -� � � � W � � � �i � � o W � a ° 'fl � �, � a. i � � , o�n
o a� p � .� p°„ °R. o � �, � ° °�' � E-� E-+ � °�' °�' E-a E-� o�n ° o Q" � � � � .� o a� o � �
U c� w� U w w�-- Q Q a a o� a� w r� a w w a c� C7 a.� w Q Q� r, w v� � a.� C7 Z
�
0
� ° � 19of30
�o y o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0� o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
� O# ^� O� l� 00 O� O•- N M�' v'� �O � N M d' 00 O� O� --� M v'� \O l� 00 O� O�-» N M d� v'� �O l� 00
•-� �N -x- p� N N N N N O O O O O O O�' �i' d' rl' �t d' �t d' d' d' V rF �I' V �h V r1' �l' V�I' �l' �i' d'
C-99
O
�
�
N
�
N
�
�
N
N
N
69
�
0
H
�
GQ

� �D lD O M V1 .-I V1 tf1 N 1� .-1 i� .-I I� .-I OJ O a0 �O 00 N N O Ot V1 � 00 N N 01 lD V1 iD O l0
Ol O O o0 N 00 N C O M V M W Ot �O I� iD 00 d' 00 00 00 � N I� O 01 N V1 V1 h O a O N
� O o0 O C.--i 1� I� tD .--I vt vt vl .--i vt m m ti l0 a0 O vl C C I� O Ol O oJ I� V C� l0 Ol
~ O V M Ol Ol e-� O 00 ✓1 00 N 7 OJ O"-� �/1 C O I� �"� N W N N M Ol W I� N M Ol N
-6 vt ut � 7.--I .--i t0 vt .--I I� .--I Ol t0 Ol t0 N O Ol O M O✓t Qt vt 00 N l0 .--I l0 N I� V Ol 00
_ � � � � � � � � � � � � � � � � � � � � . � � .. � � �
m V1 O C N M N� I� � V� O 01 fYl Il1 01 � l(1 a� Ol O a� a a h W� ll1 M m m O
V1 00 M lD N 01 OJ rl rl Li1 W 01 M W 01 I� h N a O rl L!1 l0 N c-I
� � � � � . . . � � . � . . . .
M O O N '-I .--I N.--I 7'-I N.--I N N.--I Ol N
l0 .--I N.--I C' .--I d' N'-I
y N �D iD o0 O�O lD .-I O O Vt O N lD V1 t0 l0 O 01 rl 00 N o0 Ot N Ol 00 01 O1 � lD V1 l0 V1 lD
U O) O M 01 .-I rl tf1 V1 N W N h.-I � M.-I h 01 V1 h a0 .--I N V1 01 Ql 00 n'1 01 h O� N N
p� a O o0 O O.--I .--i .--I m� N� Ol .-I m l� .--I '-I oJ M�n vl V 7 W t0 Ol a0 N� cY [t � I� Ot
> O 00 l0 O M M O 7 00 N M N Ol N M � N
C?� lIl �/1 V V M 7 M✓1 00 7 O Ol �fl N M N I� V 00
u ? ci Q1 N N N � 00 N � N CO lD O
V1 00 V � � � � N.-I m
M O N N
lp e-I
�
�
}
� ^
i �
Z w
� '
U
J J J U V�J J LL LL W W W V m m m m U U�J �J J t}/1 J LL�J J LL LL V}1 J J J N J
O O O� O O�1 N a r1 O O O 01 00 M�.-1 O O Ot � O N O�� O M n't rl O O O N� O
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
'-I e-I .--I N m r-� I� i� V' I� 7 I� O N O Ol O M m l0 Ot '-I m'-I oJ Ol .--� � m 7.--I '-I .--� '-I .--I
O Ol �-I Ol I� N � W W I� .-� O O M I� � '-I lD Ol N
t0 O 1� W vt W W Ol I� 01 Ol Ol l0 I� N C 7 '-I O l0 N
V O Q� lD � M a� Ol O O N� 00 O O� Qi
� �I1 W 01 N�(1 M iD N V1 O M � N N N
00 rl O c-I rl W �.-I
O ti N m
� iD tD O M Vl a-i Vl tf1 N 1� .-1 h.-V I� c-1 00 O 00 iD 00 N N O Ql �fl C o0 N N Ql iD Vl tD O tD
Ol O O 00 N 00 N d' O M V M W Q1 l0 I� l0 00 C' 00 CO 00 d' N I� O Q1 N �tl V1 I� O V O N
° o 00 0<r .-, n � id �-, vi vi �ri ,-� vi �.i ti� ti� o0 o vi � �r � o oi o 00 � v v rn io oi
� � o v m rn� o ayo ui ayo r� a m o �n v o �.--i r� o� N N m m a � r� m.-� m N
� �n u� a v.� �o �n n m io rn io r� o m o m o�n m �n o� N�o �o r.i � v m o�
fll .-i Ql 00 N Ql .-i 00 M�O Ol �O O N M I� .-i 00 V�D W d' .-1 00 e0 N� V�Il O� N 00 lD �O O
Vl O � N M N V1 I� .-I V.-I N Ql M N Ql �-I �(1 C h Ql O��(1 C V I� 00 V1 M n'1 M n'1
V1 00 M�D N Ol W rl c-I V1 00 Ql M 00 Ql h I� N� O rl V1 lD N c-I
M O O N �--I N r-I Gi' e-I N �-I N N �--I Ol N
l0 e-I N e-I CY �--I d' N�--I
N N iD tD O M M 1� h tf1 V1 O V1 O W I� O M h�D i0 � M N N Ql I� N 00 M N N iD V1 tD 00 i0
�„y Ol O O.-I W�I1 Vl O N N W N �D V1 lD O Vl �D N I� h 00 i0 N �D � Ol O.-I � I� O V Ol N
d O O 00 O�fl N N N M N N W� l0 N I� � N I� I� � Lf1 ? a 111 lfl Ol Ol fY1 � V V Ol V 01
N �'-� O O O M N�-I M l0 l0 W �-I 00 Ol �--I fY1 I� O N M c-1 W N
L!1 111 l0 M V M R M l0 O ll1 O 01 N N O f�'1 N I� V OJ
�� .-1 Ql r-1 N N N �-I � 00 00 � rl N 00 tD O
_� Vl 0�0 V � d�' � � N.-I m
� a
� M O N N
�p lp ci
� V
u U
W
41 � h 00 l0 V� V�-1 tY1 M I� C fV1 Ol � N W✓1 N ll1 a lD lfl ll1 Ol lD ll1 (YI GY 00 V1 l/1
�? � � M t0 M ti tn N o0 h a0 V1 .-� rv1 lO I� m C lD N o0 N O o� l0 rj W l0 O o0 ti O
p`, O N M i� N N N I� �(1 tD vl �D Vl N �O .--I N� Ql �O O t0 M O M N lD Ol V1 N O� N� a-i
N Ol N 00 O 1� W N iD N Vl r1 00 00 e-i d' N.-1 �-1 iD Ol N�-i N d' W N Ol
vl Ol Vl N.-1 Ql M Ql Vl 00 d' M 00 Ql e0 00 Vl Ql �D �-i iD
C N 01 h �-i �-i ul .--i a0 O l0 lD rc1 W m V1
�� Ll1 O OJ N CF f�'1 �I' Ol c-I N
.-� m o m m o �.-�
� N Ql N N
N
� � � ��� Y Y�� W W W� Y Y Y Y�� Y Y �� �� Y ���� � � �� �
cy c-I .�-i o0 O O O l0 O h V i� O O O O O O O O O c-i O�-I lD O ti C O�O ti ti c-� O c-�
� lD O O 1� O r+t O O O O N N O O O ^ O a u1 ^ O
T tD .--I �D l0 `� N .--I t0 W vl O 00 N N✓1 O N N M OJ N �
C.--I O m .--I CO N Ol m O'-I .--I '-I M N .ti lD I� �ft l0
- I� 00 .-1 Vl .-i � N�-I I� Ql Ol d' .--I iD N 00 OJ
c = m .--i l0' m rci a O �-i h ao o� rci i-i rci oi o� 00
N� M N W N l0 I� lp M m m a lD V
O, v T V W Ll1
C ui .-i
0
Q
v
�
E
v
�
m
al
.Q
C j. C
u O N U
N � v �
.� a N a� �- N E �
au u Y �
v ` v �a �� � ,,, -o
6
p�j � C � � U y �-O �S � Q � a W i0 N�
�] O v � O C � U in ln-0 q5 u � O � C 0- C � bD
p b0 +' y i � O u �n N 00 '�-'' _ �f6 " N ,C
> � � � � v .o- + � `� ti m v °� °u � v � v �, "@ E v a -a � > �
o x x� v v.' � ��, v o a°u Y_O v a v°' Y ��.Q � E o a �> �- �
�' o o .°_' � � � � o- a O O o a, '� va a o � � � °�° '� c � �' � � � " > v � o c
w'S (a '- N CO o o � u;: °� c�c � c.. cJ _c .� . cu 'i o N u x� � c v, o
a�'+ p-6 � T T� E �� j �n +- � i i- u d tL �' u�> v C O� E w r0 .0 � a�+
c—¢ x x E io m--a � m.. 'a � ..� ro o m� u � � a a`i �� ou
c E� � a o o w � c.'? o v s � m� v v`^ °� m o a a o,n v ro v 3 m 5
o a, o� a a o io > x v� F a, F� v o x Q 3�n = o v o �
u� � u w w i.n ,� � Q a` a z d a z a w a d�n l7 a w Q Q F m LL v� F a l7 Z
00 0 0� o 00 0 0 0 0� o 0 0 0 0 0 0� o� o 0 0 0 0� o 00 0 0 0 0 0 0 0�
m rn m rn m o 0 0 0 0 0 0.� � ti.� .� �.� N N N N N N N m m m m m m m m m
rv N N N r� m m m m m m m a a a a a a a a a a a a a a a a a a a a a a a
C-100
n
�
a-I
N
�
�
N
N
n
�
.y
N
�
�
N
i/!
20 of 30

� --� � O O O O O�O O�� O�O O �O � O� N
N N�O o0 �O O� O� M O�+ �O �O .-� d' �n c0 �n �
� M O� V"� 00 V'� AO O O M M O� M 00 l� l� M l� �--+
F"' �O O�O �n �O .--, 00 O �I' •--� �l' � O� l� .--, N o0 [�
^t� N l� N O N l� �O [� OO �VO [� � O� N N� l�
� d' V' O r- O O M�n v� v� oo N l� O o0 l� N
O� V'� ��O V'� d' [� O O N� O�O V'� O� O� M O�
�O M� N� O� 00 00 O N� N � l� O�n
� � � � � � � � � � � � � �
� V'� \O �--' � � 00 O •-� � �--� ,-+ N �-.
� � oo c� � -� m
^ N N CI' N�n 41 N 41 c0 c0 N l� O c0 N M�
N N M 01 M O� O r- O l� M oo �� O� l� 00 O
3"' M V� 00 N� l� N'� N �O CY O1 M l� d' CO M�
a" �O N[� �!1 [� vl O � �O o0 [� M oo � N
+' N �O o0 O o0 �O 01 O l� �O O� N�O
� � ^ � .-r ,-i N l�
� � M �
r
�
�
�
�
.�
�
�
a
'�
�
�
�
� �
�
Q
H
�
H
Q
�
�Q
H
�
Q
U
z
W
O
� �
.� p, O
.�
.�
U
N
Q
� � W W W � � � � � � W � � � � � �
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
r+ c�i o 0 o c�i o cn O r; o0 0 00 -� c�i c�i cri c�
d' OO N GO OO �--� O O�O l� 00 d' N N[� l�
v'� l� O O� l� N�O � 00 �D �O �O �O
N �O �' � N �O �O d' �-^ l� l� M M
l� ^� l� 41 00 �O CO �� N N
� l� N
N M
�
V] Y
N U
� � �
a � ��
� Q. �
� �-�+ V � N
y �s � � � �
0 0 � .� � o � . � a�
� � � � � �
� a�i � U 'O +� � '� �
� � y � � cn . � v� �' ."�r' . � �' � �d � �.
� P� ' � y � cd" �" N �. N -� ti :� O � �U Q
a3 R3 "O v� oo � U
°� � � � >, � � ,fl � � b�A t1' O Cj �C' s.. �'
0� O � bp � � � � 'O °�
.�".� 6" � � �. 'T � 'J, � > � ��.. N
� � A �� � � O � O � O � R, v � � � �
O p � X' � O�1, pp ¢, O s. a� X � v� 3 a� O
U M Q Q 0..� U W� W U C7 P� W Q M E-a E-� Fs.
�
�
�
M
�
�
O
M
�
�
�
0
E�
"�
Q�
�
0
� N �
N 21of30
N N �
N �O O O O O O O O O O O O O O O v� O O O
� O# ^� O cr1 �' v1 �O � N l� 00 O� �O l� 00 Q� O�--i ��O
•-� �N -x- p� N O O O O d' �I' V�I' �l' �i' �I' V' �i' d' �t �i' d'
G101

�
0
N
m
� �
.v, u
N d
C !�
O G
U �
�
�
}
d �
i �'
z Z
� `-'
U
0
H
m
� N
p` O
Y �
� J
� �
"6 Q
N �
= U
u U
�n m N�o N ca ao m o n n r� rn ca n.-+ � o
00 0 ��n n rv o a �o ��m m � w o �o m
vl .-1 a0 O a0 O I� O�-1 vl Ol N I� N rl c0 Vl i0
�-1 N I� �--I l0 � Ol I� V1 Ol I� l0 l0 O N
�-i �O M N M O e0 d' O� I� Vl Q� Vl N W ti M
M N O m O O ct a I� O tD O ct m oo I� ut .�-i
M N OO rl OO Vl O l0 lD M O Ol c-I l0 N✓1 �.-I
N V VI N N Ol V1 O�/1 W�/1 V' M N I�
� � � � � � . � . � � � � �
.-V d' I� ��O N� d' c-I � rl � Ol rl
� N O M W M
N ti
V? Vf VT Vf L1 N in Vf VT V1 LT Vf VT V} in V1 VT V}
�n o0 0o m eo �n � m ���n co 0o co �n ti m �
00 l0 01 Vt o1 l0 l0 V1 I� I� 00 oJ o1 01 O
�CO M M M M r1 O ey Ql � nl Ol N�Il �-V lD Ol
N V1 l0 V1 O M l0 N� I� 00 V1 �-I
�-1 N N lD N lD M O1 M N ✓1 N
M N ll1 N M 01
M I� i0
N M
N
�
N
J I~i W W W (J �J I~i �J U 1/Tj W L~L J I~i I~i I~i I~i
O O O O O N m io I� O� O O 01 O�� m M
o � o 0 0 o m�n o� o o rn o m m
ti W O O O O.ti ti iD CO M O N.-i O O I� I�
Ql OO N OO �ll �Il lD N lD lD CO lD d' d' lD l0
01 01 N M lD l0 O a O N N lD l0
� .-; c .-i �n � � c � � �n � n
M N V1 .ti 00 W �� I� I�
N d rvt M M
Vt O
m
I.n O1 N l0 N W 00 M O h I� N Ol OJ I� � O
oJ O I� vl I� N O� iD I� vl M I� W O iD M
V1 rl 00 O 00 O I� O ti N Ol N I� N.ti W V1 \O
.-i vl ri I� H iD d' Ot I� vl Ol I� iD iD O N
c-I l0 M N M O 00 a O a I� V1 01 V1 N CO M
m vi o m o o a a � o� o e� oi o6 � vi .-i
M N 00 .ti 00 V1 O l0 lD M O Q1 N l0 N ln a
N d' vl N N O� vl O vl c0 vl d' M N I�
� . . . � . � . � . � . � �
c-I 7 h M lD N a 7 c-I �.-I M 01 rl
C �I1 �-I O M CO �-1 rl M
N N U} N V} VT '�/T VT 1/? l/T 1R t/T i/} 4/T i/} l/T t/} 4/T
ut �O a0 M o0 7 ti�.ti � iD W O W 00 l0 O u1
00 N Ol vl Ol �ll �Il Ol �Il N I� 00 W Ol 7 lD O
lfl O M M M 01 N� N W U1 M 01 N rl l0 N O
r-I �I1 �f1 lD �I1 W CO l0 N I� 00 N�I1 M
r1 I� N l0 N I� O N M 00 L!1 N CO
M N✓1 N �--I �--I M 01
M I� lp
N f�'1
r1
C
� ti N � � � � N � � � N � � N N N �
U� �"� N N V N VI Ol � 01 W 00 N I� O 00 N M d'
'- OO N N(V1 01 M O1 O O I� M W rl � Q1 I� 00 O
d N M�ll 00 N 00 I� N V N lD C 01 [+1 I� 7 CO M V1
r+ � lD N I� lh I� Ll1 O Ll1 l0 OO I� M OJ � N
'� N N lD OO O 00 l0 Ol O I� lD � N l0
�� C .--i � rl c-I N h
� �
ti � m
,. , ^
N
ti
+n v� +rt v� +n vi v� va .n va +n v� +n v� v� v� v1 v�
M N
� � � W W W � Y � Y � � W � � � � � �
O O O O O O O O O O O O O O O O O O
O O O O O O O O O O O O O O O O O O
. . . . . . . . . . . . . .
T H N O O O N O m O m o� O o0 .-� N N m M
� 00 N OO CO rl O O lD I� W O N N I� I�
- vt I� O al I� N tD C o0 tD �O l0 l0
� N N � a� N l0 lD � r-I I� I� M M
3`" I� I� Ol 00 l0 00 V d' N N
� � I� N
N M
ti
O
Q
N
O
�
N
�
m
U �
Q
J
Q � N �
� y a i �
a�+ C �
_
O O � Y � � � �
— ✓ N
� �
O- a.�+ a+ � G= � Y C � � ry O�
N .� _� a�+ G � � OJ � � "O � yv, � N Q
d�"O C v� I� � Y pD p. �> X� C U
� a�� O"6 N �� � Ul G pp �� i O �2S
� > > U '� G � v� E m L
C � C � � C O m O � O � O. U Vl � v 3
lJ �m � Q d V W I� W V(.'7 O] W Q M I- F- 2
O O O O O O O O O O O O O O�+t O O O
O rvl a Vl �D rl N� 00 O� �D I� a0 Ol O.-I Vl i0
01 O O O O N N N N M M M M
N M M M M d' d' d' d' d' V d' d' C d' V d' d'
n
M
�
M
N
n
rl
N
N
M
m
M
N
n
N
N
C-102
22 of 30

June13, 2012
NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
COST ESTIMATE REVIEW
Attachment 3
ENR CCI Table
(Derivation of escalation factors)
C-103
23 of 30

ENR Construction Cost Index History - As of April 2012
YEAR JAN FEB MAR APR MAY JUN JUL AUG
2012 9176 9198 9268 9273
2011 5938 8998 9011 9027 9035 9053 9080 9058
2010 8660 8672 8671 8677 8761 8805 8565 8858
2009 8549 8533 8534 5528 8574 8578 8566 8564
2008 8090 8094 8109 8112 8141 8185 8293 8362
2007 7880 7880 7856 7865 7942 7939 7959 5007
2006 7660 7689 7692 7695 7691 7700 7721 7722
2005 7297 7298 7309 7355 7398 7415 7422 7479
2004 6825 6862 6957 7017 7065 7109 7126 7188
2003 6581 6640 6627 6635 6642 6694 6695 6733
2002 6462 6462 6502 6450 6512 6532 6605 6592
2001 6281 6272 6279 6286 6288 6318 6404 6359
2000 6130 6160 6202 6201 6233 6238 6225 6233
http://enr.construction.com/economics/historical indices/construction cost index historV.asp
AVG 2006 APR 2012
index index ESCAL % Rounded
7751 9273 19.64% 20%
C-104
SEP
9153
8836
8586
8557
8050
7763
7540
7298
6741
6589
6391
6224
OCT
9147
8921
8596
8623
5045
7883
7563
7314
6771
6579
6397
6259
NOV DEC AVG.
9173 9172 9070
8951 8952 8802
8592 5641 8570
8602 8551 8310
8092 SOS9 7966
7911 7888 7751
7630 7647 7446
7312 7308 7115
6794 6752 6694
6578 6563 6538
6410 6390 6343
6266 6283 6221
24 of 30

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
COST ESTIMATE REVIEW
Attachment 4
FEG escalated Estimate:
B onner -
June13, 2012
Parallel
C-105
Brid e
g
25 of 30

Parallel Bridge - (2012 FEG Costs):
Reordered to reflect hi hest value items to lowest value items to
Quantity
Bifl Item Description (Metric)
2900 Constr & removal of temp access ].00
3030 1676mm prestr conc cyl pile 29,512.00
4190 Pre cast cone dk segs 38,918.20
4191 Erect PC dk segs 38,918.20
2990 Cl AA concrete ftgs 33,711.60
4180 Rebar in PC dk segs 5,837,700.00
3000 Epoxy coated rebar 4,921,806.00
4210 PT Strand in dk segs 1,543,412.00
2910 Removal of existing Bridge 1.00
4310 Two bar metal rail 8,873.44
4250 Seg casting & erection equip 1.00
4320 355mm x 800mm conc parapet 8,858.50
4270 Pot Bearings 1.00
4ll 0 Precast concrete cols & caps 3,181.30
3050 Axial Id test on 1676mm cyl pile 4.00
4120 Rebar in pc cols & caps 464,426.00
4280 Expansion Joints 127.60
4140 PT Bar in PC cols & caps 61,135.00
4230 PT Bar in dk segs 61,135.00
4130 PT strand in PC cols & caps 70,298.00
4350 Telephone cond & inserts 1.00
3010 Epoxy coated spiral rebar 86,136.00
4260 Grooving deck 43,620.00
4290 Access System 9,262.00
4360 Power & CATV sleeves & ductbanks 1.00
3020 508mm sq prestr concrete pile 176.00
4340 Solar array support platform 1.00
2980 Unclassified structure excavation 460.80
4300 Approach slabs 1.00
4370 Granite slope paving 200.00
4380 Navigation Lights 1.00
3040 Dynamic pile t�est 7.00
3060 Production Dynamic ld test on cyl pile 7.00
4330 Filter fabric for drainage 627.60
2970 Foundation excavation 1.00
Notes
1
2
3
4
5
i cost drivers
2012 FEG Unit Price 2012 FEG Extended,
Escalated Value Escalated Values
Units (ENR CCI 2006 to 2012) (ENR CCi 2006-2012)
LS $ 63,551,510.96 $ 63,551,510.96
M $ I ,422.25 $ 41,973,50 L02
M3 $ 1,061.66 $ 41,318,051.88
M3 $ 587.26 $ 22,854,946.46
M3 $ 602.83 $ 20,322,431.25
KG $ 2.57 $ 14,991,213.60
KG $ 2.57 $ 12,639,197.81
KG $ 7.74 $ 11,946,008.88
LS $ 10,809,508.06 $ 10,809,508.06
M $ 1,079.03 $ 9,574,690.22
LS $ 2,794,015.82 $ 2,794,015.82
M $ 303.12 $ 2,685,188.52
LS $ 2,448,984.29 $ 2,448,984.29
M3 $ 666.68 $ 2,120,921.81
EA $ 462,438.85 $ 1,849,755.41
KG $ 2.57 $ 1,192,645.97
M $ 8,295.67 $ 1,058,527.75
KG $ 14.03 $ 857,60L78
KG $ 12.73 $ 778,370.82
KG $ 7.60 $ 533,983.61
LS $ 238,734.05 $ 238,734.05
KG $ 2.57 $ 221,197.25
M2 $ 4.62 $ 201,524.40
KG $ 15.42 $ 142,820.04
LS $ 136,419.46 $ 136,419.46
M $ 333.05 $ 58,616.45
LS $ 52,224.76 $ 52,224.76
M3 $ 105.13 $ 48,444.83
LS $ 44,239.98 $ 44,239.98
M2 $ 184.98 $ 36,996.00
LS $ 30,829.26 $ 30,829.26
�A $ 2,312.20 $ 16,185.37
EA $ 2,312.20 $ 16,185.37
M2 $ 15.42 $ 9,677.59
LS $ -
Grand Total $ 267,555,150.71
D/B Fee & Risk Cont. $ 8,026,654.52
Marked up Total $ 275,581,805.23
Baker selected the 20 City ENR CCI escalation factor of 20% to update original 2006 FEG costs to current dollars (April
2012)
PCL has submitted to NCDOT a D/B cost proposal of $ 198,514,840.
All update approaches based on original FEG, Inc. quantities and LS values are in range of $261 M to $267 M. Lump Sum
escalated amounts far Items 2900 Construction & removal of temp access -$ 62 M; 2910
PCL appears to have an approach for construction of the bridge different than conceived by NCDOT/FEG.
D/B Fee and Risk contingency of 3% was applied.
C-106
C�]

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
COST ESTIMATE REVIEW
Attachment S
FEG escalated Estimate:
Pamlico Sound Brid e
g
June13, 2012
C-107
27 of 30

Pamlico Bridge - (2012 FEG Costs):
Reordered to reflect hiQhest value items to lowest value items to
Bid Item
2900
4170
4190
3030
4310
4180
4270
4305
4110
3050
4120
4280
4260
4350
4360
3060
3040
4290
Notes
1
2
3
Constr & removal of temp access
78" Bulb Tees
Concrete deck
30" sq PC piles
Two Bar Metal Rail
Epoxv Steel rebar in deck
355mm x 800mm conc. parapet
Concrete caps
Axial load test
Epoxy Steel rebar in caps
Expansion Joint seals
Grooving deck
Telephone cond & inserts
Power & CATV Sleeves & ducts
Prod. dynamitic load test
Dynamic pile test
Access Svstem
Quantity
(Metric)
1
66,263.00
72,542.00
47,622.00
13,782,700.00
4,480.00
47,622.00
16,782.00
20
2,474,010.00
1.848.00
23,673.00
23,673.00
80
80
1
fy cost drivers
2012 FEC Unit Price
Escalated Value
Units (ENR CCI 2006 to 2012)
LS $ 141,233,ll5.85 $
M $ 1,084.94 $
M3 $ 1,268.14 $
M $ 750.26 $
M $ 826.46 $
KG $ 2.51 $
EA $ 3,323.78 $
M $ 281.98 $
M3 $ 789.54 $
EA $ 375,663.53 $
KG $ 2.51 $
M $ 819.80 $
M2 $ 5.26 $
M $ 52.60 $
M $ 30.05 $
EA $ 2,253.98 $
EA $ 2,253.98 $
LS $ 69,572.88 $
Grand Total $
D/B Fee & Risk Cont. $
Marked up Total $
2012 FEG Extended,
Escalated Values
(ENR CCI 2006-2012)
14 ] ,233,115.85
102,964,440.43
84,030,495.77
54,425,651.09
39,357,868.61
34,567,0 ll .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
All items were appropriately escalated to Apri12012 with ENR CCI factors.
Baker selected the 20 City ENR CCI escalation factor of 20% to update origina] 2006 FEG costs to current dollars (April
2012)
D/B Fee and Risk contin�encv of 3°/o was applied.
C-108
28 of 30

NCDOT PAMLICO SOUND BRIDGE ALTERNATIVE
COST ESTIMATE REVIEW
Attachment 6
Hi hwa Lettin NCDOT
g y g �
June13, 2012
Jul 19 2011
Y �
(D-B Bid results)
C-109
29 of 30

HIGHWAY LETTING
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH N.C.
JULY 19, 2011
DIVISION 00001
C202185
32635.1.4, 32635.3.GV3
BRNHF-0012(48), BRNHF-0012(36)
DARE
B-2500
PROPOSAL LENGTH 3.680 MILES
TYPE OF WORK DESIGN BUILD.
LOCATION REPLACEMENT OF HERBERT C BONNER BRIDGE ACROSS OREGON INLET FROM BODIE
ISLAND TO HATTERAS ISLAND.
EST CONST PROGRESS.... FY-2012..05% OF BID
FY-2013..28°/a OF BID
FY-2014..27% OF BID
FY-2015..21% OF BID
FY-2016..15% OF BID
FY-2017..04% OF BID
RPN 016 3 BIDDER(S) DBE GOAL 3.00 %
ESTIMATE 241,584,170.00
ITEM C
DATE AVAILABLE AUG 29 2011
INTER COMPLETION MAY 01 2016 SUBSTANTIAL COMPLETION
FINAL COMPLETION NOV 16 2016
QUALITY ADJUSTED PRICE RANKING
PROPOSAL TECH QUALITY ACTUAL ACT % QUALITY CONT AWARD ADJ %
SCORE CREDIT CONT AMT DIFF VALUE BASIS DIFF
% (PRICE PROP) (ADJ PRICE)
PCL CIVIL 85.00 10.00 215,777,000.00 -10.7 21,577,700.00 194,199,300.00 -19.6
CONSTRUCTORSINC
SKANSKA USA CIVIL 92.50 15.00
SOUTHEASTINC
OREGON INLET 98.50 19.00
CONSTRUCTORS,LLC
* BOND EXECUTED IMPROPERLY
* APPROPRIATE TITLE NOT SELECTED
I�3i]li�y_L
PCL CIVIL CONSTRUCTORS INC
SKANSKA USA CIVIL SOUTHEAST INC
OREGON INLET CONSTRUCTORS, LLC
279,850,000.00 +15.8
306,845,000.00 +27.0
41,977,500.00 237,872,500.00 -1.5
58,300,550.00 248,544,450.00 +2.9
PROPOSED COMPLETION
DATE
FEB 08 2016
MAY 12 2016
MAR 08 2016
C-110
30 of 30