20180413 Ver 1_LCU_ramp_addition_2012_20200916

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Halcrow
Military Ocean Terminal Sunny Point
Southport, NC
Section 3.4 - LSU Ramp
Contract: N62473-06-D-3029 Inspection Date: 07/26/2011
Contractor: Halcrow
22 Cortlandt St, 31 st Floor
New York, New York 10007
Facility: LSU Ramp iNFADS: NFAUNK04 SPIDERS ID: UNK04
Location: 34.00042,-77.95458 Estimated Repair Cost*: $ 400,140
*Panair—t inrlurlac r)acinn dlln—nrac Cnntrartnr nilorhaarl R Prnfit and Inflatinn All--nrac
Condition Index
60
Max Water
1 kn
(CI)
Current
Engineering
Assessment
Fair
Water Clarity
1ft
Rating
Operational
C l
Tide
4.1ft
Rating
Variation
5 Year Projected
60
Max Water
loft
"
- J-
CI
Depth
10 Year Projected
45
Seasonal
62 F
CI
Water Temp
4
Year Previously
Seasonal
Inspected
N/A
Ambient
70°F
Temp
Facility Usage Description:
LSU Ramp is a small craft launching facility.
Summary of Repair Recommendations:
The repairs are itemized below by UniFormat II Level III Code:
H1010 Substructure
• There are no recommendations for the substructure at this time.
H1020 Superstructure
• Connect the newer generation superstructure elements directly to the pile foundations.
H1030 Deck Components
• Replace damaged deck planks.
H1050 Appurtenances
• Install larger pile rollers in pile guides to prevent racking of floating dock.
• Repair top connection and broken toe plate on access gangway.
H3020 Slope Protection
• Install an engineered stone riprap revetment to prevent further scour of the ramp and nearby
shoreline.
391
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
INSPECTION CYCLE
• Re -inspect in three years.
Halcrow
Operational Restrictions:
There are no operational restrictions at LSU Ramp at this time.
Photo 3.4-1: Overall Looking Offshore
392
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Halcrow
H1010 - Substructure
Cl: 75
H1010.01 -Pile Foundations Cl: 75
UFII Component
H1010.01.01
Piles
Asset Type(s): P8 & P9
Findings
The ten (10) timber plumb piles (Photo 3.4-2) are in Fair condition
overall with minor checking and shell peeling and one pile with
moderate deterioration due to rot (Photo 3.4-3).
The four (4) concrete guide piles are in Good condition with no noted
defects (Photos 3.4-4 and 3.4-5).
Recommendations
There are no recommendations for the piles at this time.
Supporting Photos
Photo Type: Typical UFII/Asset Type: 1­11010.01.01_P8
Alms
Photo 3.4-2: Timber Pile
393
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Halcrow
Photo Type: Typical UFII/Asset Type: H1010.01.01_P9
Photo 3.4-3: 14" Scl Concrete Pile
Photo Type: Defect UFII/Asset Type: H1010.01.01_P8
Photo 3.4-4: Timber Pile Rot
394
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Halcrow
Photo Type: Defect UFII/Asset Type: H1010.01.01_P9
I
Photo 3.4-5: Concrete Pile Underwater
395
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
H1010 - Substructure
H1010.01 -Pile Foundations
Halcrow
Cl: 75
Cl: 75
UFII Component
H1010.01.02
Sheet Piles
Asset Type(s): LSP
Findings
The plastic sheet piles beneath the north side of the LSU Pier are in
Good condition overall with no noted defects (Photo 3.4-6).
Recommendations
There are no recommendations for the sheet piles at this time.
Supporting Photos
Photo Type: Typical UFII/Asset Type: H1010.01.02_LSP
Photo 3.4-6: Plastic Sheet Piles
396
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
H1010 - Substructure
H1010.07 - Boat Ramps
Halcrow
CI: 75
CI: 75
UFII Component
H1010.07
Boat Ramps
Asset Type(s): LMR
Findings
The articulated concrete mat ramp (Photo 3.4-7) is in Satisfactory
condition with moderate settlement along the north face (Photo 3.4-8).
Recommendations
There is no recommendation for the articulated concrete mat ramp at
this time.
Supporting Photos
Photo Type: Typical UFII/Asset Type: H1010.07_LMR
Photo 3.4-7: Articulated Concrete Mat Ramp
397
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Halcrow
Photo Type: Defect UFII/Asset Type: H1010.07_LMR
ryr Fall
j i 3
Photo 3.4-8: Minor Settlement
398
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
H1020 - Superstructure Repair Cost $113,537
Halcrow
CI: 60
H1020.01 -Beams and Repair Cost $113,537 CI: 60
Girders
UFII Component
H1020.01
Beams and Girders
Asset Type(s): LDB, LE, LPC, & LS
Findings
The timber superstructure is in Poor condition overall (Photos 3.4-9
through 3.4-12). Following a modernization effort, a newer generation
deck superstructure is bearing on an older generation superstructure
without a direct load path to the timber pile foundations. The older
generation superstructure is in poor condition due to severe rot of
several bracing elements and advanced corrosion of fastening
hardware.
Recommendations
It is recommended to connect the newer generation superstructure
elements directly to the pile foundations.
The estimated cost for these repairs is $113,500.
Supporting Photos
Photo Type: Typical
r
UFII/Asset Type: H1020.01_LDB
Photo 3.4-9: Diagonal Braces
399
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Halcrow
Photo Type: Typical UFII/Asset Type: H1020.01_LE
Photo 3.4-10: North Edge Beam
Photo Type: Typical UFII/Asset Type: H1020.01_LPC
Photo 3.4-11: Bent Caps
400
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Halcrow
Photo Type: Typical UFII/Asset Type: H1020.01_LS
Photo 3.4-12: Stringers
401
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Halcrow
H1020 - Superstructure Repair Cost $113,537 CI: 60
H1020.04 - Other Superstructure Components
CI: 75
UFII Component
H1020.04
Other Superstructure Components
Asset Type(s): LW
Findings
The timber wale that supports the plastic sheet pile wall is in Poor
condition due to a 15 ft long section of broken and deteriorated material
(Photo 3.4-13).
Recommendations
There are no recommendations for the decking at this time.
Supporting Photos
Photo Type: Typical UFII/Asset Type: H1020.04_LW
Photo 3.4-13: Sheet Pile Wale
402
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
H1030 - Deck Components Repair Cost $9,646
H1030.01 -Deck
Repair Cost $9,646
Halcrow
CI: 75
CI: 75
UFII Component
H1030.01
Deck
Asset Type(s): LID
Findings
The timber decking is in Satisfactory condition overall (Photo 3.4-14)
with minor weathering throughout and one area of vehicle impact
damage (Photo 3.4-15).
Recommendations
The broken deck planks should be replaced. The estimated cost for
this repair is $9,600.
Supporting Photos
Photo Type: Typical UFII/Asset Type: H1030.01_LD
Photo 3.4-14: Deck Planks
403
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Halcrow
Photo Type: Defect UFII/Asset Type: H1030.01_LD
Photo 3.4-15: Impact Damage on Planks
404
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Halcrow
H1030 - Deck Components Repair Cost $9,646
CI: 75
H1030.04 - Curbs & Bullrails CI: 75
UFII Component
H1030.04
Curbs & Bullrails
Asset Type(s): LRC
Findings
The concrete curb is in Fair condition overall with several cracked and
broken sections (Photo 3.4-16). The western 5 ft of the curb is broken
(Photo 3.4-17).
Recommendations
Due to the non -essential nature of this element, there are no
recommendations for the curb at this time.
Supporting Photos
Photo Type: Typical UFII/Asset Type: H1030.04_LRC
Q
Photo 3.4-16: Ramp Curb, South Side
405
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Halcrow
Photo Type: Defect UFII/Asset Type: H1030.04_LRC
Photo 3.4-17: Broken Curb
406
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
H1040 - Mooring & Berthing Systems
H1040.01 -Primary Fender System
Halcrow
CI: 90
CI: 90
UFII Component
H1040.01.03
Extruded Fenders
Asset Type(s): LF
Findings
The extruded fenders along the northern face of the floating dock are in
Good condition overall with no noted defects (Photo 3.4-18).
Recommendations
There are no recommendations for the extruded fenders at this time.
Supporting Photos
Photo Type: Typical UFII/Asset Type: H1040.01.03_LF
Photo 3.4-18: Float Fender Panels
407
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
H1040 - Mooring & Berthing Systems
H1040.05 - Mooring Hardware
Halcrow
CI: 90
CI: 90
UFII Component
H1040.05.03
Cleats
Asset Type(s): LC1 & LC2
Findings
The mooring hardware is in Good condition overall with no noted
defects (Photos 3.4-19 and 3.4-20).
Recommendations
There are no recommendations for the mooring hardware at this time.
Supporting Photos
Photo Type: Typical UFII/Asset Type: H1040.05.03_LC1
Photo 3.4-19: Small Craft Cleats
408
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Halcrow
Photo Type: Typical UFII/Asset Type: H1040.05.03_LC2
Photo 3.4-20: Small Craft Cleats
409
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Halcrow
H1050 -Appurtenances Repair Cost $18,069 CI: 60
H1050.02 - Brows Repair Cost $2,068 CI: 60
UFII Component
H1050.02
Brows
Asset Type(s): LG
Findings
The access gangway leading from the pier to the floating dock is in fair
condition (Photo 3.4-21). At the top piano key joint of the gangway,
there is a broken weld on the northernmost "key" (Photo 3.4-22). Also,
the toe plate of the gangway is completely unattached and set aside
(Photo 3.4-23).
Recommendations
The top joint connection and the toe plate of the gangway should be
repaired. The estimated cost for these repairs is $2,000.
Supporting Photos
Photo Type: Typical UFII/Asset Type: H1050.02_LG
Photo 3.4-21: Gangway
410
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Halcrow
Photo Type: Defect UFII/Asset Type: H1050.02_LG
Photo 3.4-22: Broken Weld
Photo Type: Defect UFII/Asset Type: H1050.02_LG
Photo 3.4-23: Broken Toe Plate
411
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Halcrow
H1050 -Appurtenances Repair Cost $18,069 CI: 60
H1050.02 - Brows Repair Cost $2,068 CI: 60
UFII Component
H1050.02.05
Gangway Roller
Asset Type(s): LGR
Findings
The gangway rollers are in Good condition overall with no noted
defects (Photo 3.4-24).
Recommendations
There are no recommendations for the gangway rollers at this time.
Supporting Photos
Photo Type: Typical UFII/Asset Type: H1050.02.05_LGR
Photo 3.4-24: Gangway Rollers
412
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Halcrow
H1050 -Appurtenances Repair Cost $18,069 Cl: 60
H1050.04 - Floats Repair Cost $16,001 Cl: 75
UFII Component
H1050.04
Floats
Asset Type(s): LFD
Findings
The concrete floats (Photo 3.4-25) are in Satisfactory condition with
minor cracking in the top faces (Photo 3.4-26).
Recommendations
There are no recommendations for the concrete floats at this time.
Supporting Photos
Photo Type: Typical UFII/Asset Type: H1050.04_LFD
Photo 3.4-25: Concrete Floating Docks
413
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Halcrow
Photo Type: Defect UFII/Asset Type: H1050.04_LFD
Photo 3.4-26: Crack in Float
414
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Halcrow
H1050 -Appurtenances Repair Cost $18,069 Cl: 60
H1050.04 - Floats Repair Cost $16,001 Cl: 75
UFII Component
H1050.04.06
Guide Pile Assemblies
Asset Type(s): LPG
Findings
The pile guide assemblies (Photo 3.4-27) are in fair condition due to
several pile guide rollers with abrasion damage. Additionally, the pile
guides have several inches of play between the rollers and the piles,
allowing the concrete floats to rack significantly in this relatively
unprotected position on the river.
Recommendations
It is recommended to install larger pile rollers in pile guides to prevent
the racking of the floating dock. The estimated cost for this repair is
$16, 000.
Supporting Photos
Photo Type: Typical UFII/Asset Type: H1050.04.06_LPG
Photo 3.4-27: Float Pile Guides
415
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
H3020 - Slope Protection Repair Cost $258,888
H3020.01 - Rock
Revetments
Repair Cost $258,888
Halcrow
CI: 45
CI: 45
UFII Component
H3020.01
Rock Revetments
Asset Type(s): LRR
Findings
A non -engineered stone revetment borders the ramp on the north side
and is in fair condition with slope and particle loss (Photo 3.4-28).
Recommendations
An engineered stone riprap revetment should be installed to prevent
further scour of the ramp and nearby shoreline. The estimated cost for
this repair is $259,000.
Supporting Photos
Photo Type: Typical UFII/Asset Type: H3020.01_LRR
Photo 3.4-28: Non -engineered Riprap
416
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Halcrow
Mooring Hardware Condition
Asset Type: LC1 Condition:
Fitting ID: C3-P
u — Type: 15 in. Cleat
Fitting: 1
Design Capacity: 0.5 tons
Rating Capacity: 0.5 tons
417
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Halcrow
Asset Type: LC1 Condition:
Fitting ID: C4-P
Type: 15 in. Cleat
Fitting: 1
Design Capacity: 0.5 tons
Rating Capacity: 0.5 tons
Asset Type: LC2 Condition:
Fitting ID: C5-D
Type: 11 in. Cleat
Fitting:1 Base:1
Design Capacity: 0.5 tons
Rating Capacity: 0.5 tons
Asset Type: LC2 Condition:
Fitting ID: C&D
- Type: 11 in. Cleat
Fitting:1 Base:1
Design Capacity: 0.5 tons
Rating Capacity: 0.5 tons
Asset Type: LC2 Condition:
=— Fitting ID: C7-D
Type: 11 in. Cleat
Fitting:1 Base:1
Design Capacity: 0.5 tons
.+= Rating Capacity: 0.5 tons
418
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Mooring Condition Rating Key:
1 (Green) Good Condition
© (Blue) Minor Deterioration
419
Halcrow
3 (Yellow) Moderate Deterioration
- (Red) Severe Deterioration
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

0
NOTE:
1. CLEAT LOCATIONS AND RATINGS ARE PROVIDED ON THE
DEFECTS PLAN.
Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Halcrow
105.5'
RAMP
O O O M� O
O 0 0 0 0
58.0'
420
RIPRAP
O wO O O
O 0 WIG O
10
GANGWAY
9 .0
24.5'
0
Cd
APPROXIMATE SHORELINE OVERALL FAIR
CONDITION INDEX CI-60
OPERATIONAL C-3
CAPABILITY FACILITY
RATING OPERATIONAL
GRAPHIC SCALE NAVAL FACILITIES ENGINEERING SERVICE CENTER
GATE walc row EAST COAST DETACHMENT
0 10 20 FT. L ■`! / I/ WASHINCTON D.C.
FL6RUARY 2012 MUrARYGCFMI TETtlM SMYPCINT SGUWMT. NC RG. NO -
Contract Number LSU RAMP 3�-1
N62473-06-D-3426 FACILITY PLAN
Section 3.4 - LSU Ramp
Report Generated On: 02/17/2012

NOTE:
1. CLEAT LOCATIONS AND RATINGS ARE PROVIDED ON THE
DEFECTS PLAN.
Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Halcrow
10I
RAMP
RIPRAP
VC - CURB
-CLEAT ())?.)
O IMO O O
O Mu O
P1 - PLUMB PILE
(TYP.)
58.0'
C
ME5 4391
GANGWAY
0
m
24.5'
lAPPROXIMATE SHORELINE
GRAPHIC SCALE
NAVAL FACILITIES ENGINEERING SERVICE CENTER
�j'
DATE
�����0�/
EAST COAST DETACHMENT
WASHD.0
&'
0
10 20 FT.
L i Ii
MLITNtY OCEAN 1ER�IiItAL.'UVNT PONTPgNT SOl1THPORi, NC
F�W_Np
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FE6RUAitY 2012
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LS(J NT
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RY PLANIMP
ASSET NVEumber
421
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

NOTE:
1. CLEAT LOCATIONS AND RATINGS ARE PROVIDED ON THE
DEFECTS PLAN.
Waterfront Facilities Inspections & Assessments at Military Ocean Terminal Sunny Point
Halcrow
105.5,
RAMP
RIPRAP
0 0 0� 0 0 �o o jo
0 0 0 0 0 0 016
I'll Io
58.0'
422
C A P E F E A R R I V E R
FLOM EBB
GANGWAY
0
24.5'
APPROXIMATE SHORELINE
GRAP C SCALE NAVAL FACILITIES ENGINEERING SERVICE CENTER
GATE Falcrow EAST COAST DETACHMENT
NT
0 1 10 20 FT. WASHINCTaN D.C.
FL6RUARY 2012 MUttRYOCEM TERMM SMYPCINT SWWMT. NC F"EG. N0.
Contract Number LSU RAMP 3A-3
N62473-06—D-3026 DEFECTS PLAN
Section 3.4 - LSU Ramp Report Generated On: 02/17/2012

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NORTH WHARF
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NAVFAC 11013/7 (1-78) Cost Estimate Date Prepared: November 2011
Page 1 of 1
ACTIVITY AND LOCATION
US MILITARY OCEAN TERMINAL, SUNNY POINT, SOUTHPORT, NC
CONSTRUCTION CONTRACT NO.
IDENTIFICATION NUMBER
ESTIMATED BY
CATEGORY CODE NUMBER
PROJECT TITLE
WATERFRONT FACILITY INSPECTION - LSU RAMP
STATUS OF DESIGN
X PED _ 35 % _ 65 % _ 100 %
FINAL
JOB ORDER NUMBER
UNIFORMAT II CODE
ASSET
TYPE
ITEM DESCRIPTION
QUANTITY
MATERIAL COST
LABOR COST
ENGINEERING
ESTIMATE
No. UNIT
UNIT COST TOTAL
UNIT COST I TOTAL
I UNIT COST I TOTAL
H1020
Superstructure
$53,796
H1020.01
LPC
Affix Timber Pier Superstructure to Substructure
120 SF
$14 $1,695
$434
$52,101
$448
$53,796
H1030
Deck Components
$4,570
H1030.01
LID
Replace Deck Boards
10 EA
$283 $2,834
$174
$1,737
$457
$4,570
H1050
Appurtenances
$8,561
H1050.02
H1050.02.05
LG
LPG
Repair Toe Plate of Gangway and Weld at Top
Replace Guide Pile Rollers
1 LS
32 EA
$633 $633
$63 $2,024
$347
$174
$347
$5,557
$980
$237
$980
$7,581
H3020
Slope Protection
$122,667
H5010.01
LRR
Install Engineered Rip -Rap Revetment
222.2 CY
$92 $20,381
$460
$102,273
$552
Subtotal
$122,667
$189,595
Z10
Design Allowance
Z1010
Z1020
Z1030
Z1040
Z1050
Z1060
Contingency
Engineering Studies
Engineering Design
Engineering PCAS
SIGH
Title
20%
5%
6%
5%
8%
10%
Subtotal
$37,919
$14,220
$17,064
$14,220
$22,751
$28,439
$324,207
Z20
Overhead and Profit
Z2010
Z2020
Overhead
Profit
15%
10%
Subtotal
$34,127
$22,751
$381,085
Z30
Inflation Allowance
Z3010
Inflation Allowance
5%
$19,054
Estimated Budget Amount
$400,140
1. Maintenance and minor repairs shall be completed by facility public works department and therefore no design allowances would be justified.
2. Inflation allowance assumes 2012 construction start at 5% increase annually.
3. The individual line items comprising estimated cost are accurate in context of the magnitude of the total project cost; it should be anticipated that individual item costs taken separately, may be
greater.

1. COMPONENT
FY11 MILITARY CONSTRUCTION
PROJECT DATA
2. DATE
(YYYYMMDD)
211612012
REPORT CONTROL
SYMBOL
3. INSTALLATION AND LOCATION
MOT Sunny Point, Southport, NC
4. PROJECT TITLE
Waterfront Facility Inspection - LSU Ramp
5. PROGRAM ELEMENT
6. CATEGORY CODE
7. PROJECT NUMBER
8. PROJECT COST (SOOO)
$ 400.1
9. COST ESTIMATES
ITEM
U/M
QUANTITY
UNIT COST
COST'
($000)
Z1010
Contingency (20%)
EA
1.00
$ 37,919
$ 37.92
Z1020
Engineering Studies (5%)
EA
1.00
$ 14,220
$ 14.22
Z1030
Engineering Design (6%)
EA
1.00
$ 17,064
$ 17.06
Z1040
PCAS (5%)
EA
1.00
$ 14,220
$ 14.22
Z1050
SIOH (8%)
EA
1.00
$ 22,751
$ 22.75
Z1060
Title 11(10%)
EA
1.00
$ 28,439
$ 28.44
Z2010
lContractor Overhead and Profit (25%)
EA
1.00
$ 56,878
$ 56.88
Z3010
Inflation (5%)
EA
1.00
$ 19,054
$ 19.05
H1020.01
_PC
Affix Timber Pier Superstructure to Substructure
SF
120.00
$ 448
$ 53.80
H1030.01
LD
Replace Deck Boards
EA
10.00
$ 457
$ 4.57
H1050.02
LG
Repair Toe Plate of Gangway and Weld at Top
LS
1.00
$ 980
$ 0.98
H1050.02.05
LPG
Replace Guide Pile Rollers
EA
32.00
$ 237
$ 7.58
H5010.01
LRR
Install Engineered Rip -Rap Revetment
CY
222.22
$ 552
$ 122.67
10. DESCRIPTION OF PROPOSED CONSTRUCTION
The following structural and non-structural action descriptions are recommended to improve the overall condition assessment and increate the waterfront operational rating of the facility. The conceptual repair
recommendations contained herein are preliminary and are to be used for general costing purposes. The actual repair must be left to the discretion of the Engineer of Record.
Task 1: Affix Timber Pier Superstructure to Substructure
Bypass the deteriorated portion of superstructure by affixing the new superstructure directly to the supporting foundation.
Task 2: Replace Deck Boards
Replace the damaged deck boards near the inshore end of the pier. 10 2x8 6 ft long boards.
Task 3: Repair Toe Plate of Gangway and Weld at Top
Repair the broken connections of the toe plate gangway and repair a broken 3 in. weld at top piano key joint of gangway.
Task 4: Install Engineered Riprap Revetment
Install 20 LF of revetment north of ramp to prevent more scour of the ramp.
** Estimate of Cost is not provided for recommended additional analysis and/or investigations
DD Form 1391, JUL 1999 PREVIOUS EDITION IS OBSOLETE PAGE NO. 1