Industry Day Presentation Slides_ RPN3_RDLP1_Combined.pdf
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- Solicitation number
- W51DQV25S11UY
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Department of the Army
About this file
This is a set of presentation slides from an Industry Day event hosted by the US Army Corps of Engineers Caribbean District covering two major flood control projects: Rio Puerto Nuevo Contract 3 and Rio de La Plata Contract 1.
The slides detail the scopes, timelines and requirements for both projects. Rio Puerto Nuevo Contract 3 ($250M-$500M) involves channel widening and construction of drilled shaft walls approximately 5,200 feet long, requiring 1,700 six-foot diameter concrete drill shaft piles, 200,000 cubic yards of concrete, and 46,000 tons of reinforcing steel. Advertisement is planned for February 2025 with award in September 2025. Rio de La Plata Contract 1 ($250M-$500M) includes channel excavation of 1.78M cubic yards, levee fill placement of 772,000 cubic yards, and stone protection placement of 160,000 cubic yards. Advertisement is planned for January 2025 with award in September 2025. Both projects are unrestricted with NAICS code 237990 and will require extensive material testing capabilities, with only 65% of required tests currently validated in Puerto Rico. Subcontracting opportunities exist in areas like trucking, pile driving, concrete work, utilities relocation, and environmental monitoring. Questions must be submitted through ProjNet by December 13, 2023 and proposals will only be accepted through the Procurement Integrated Enterprise Environment (PIEE) system.
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INDUSTRY DAY
RIO PUERTO NUEVO PROJECT
CONTRACT 3
RIO DE LA PLATA PROJECT
CONTRACT 1
US Army Corps of Engineers Caribbean District 05 December 2024
Registration: 8:00 am 8:30 am – 10:00 am
• Welcome Remarks
• How to submit questions
• Rio Puerto Nuevo: Project Overview
• RPN Contract 3: Scope of Work, Design Information
• Rio de La Plata: Project Overview
• RDLP Contract 1: Scope of Work, Design Information
• Construction Considerations
• Testing Requirements
• Contracting Requirements & Acquisition Timelines
• Small Business Opportunities 10:00 am – 10:30 am
• Question and Answer Session 10:30 am – 12:00 pm
• RPN Contract 3: One-on-One Sessions
• Networking
05 December 2024 Morning Session: 0830 – 1200
Focus: Rio Puerto Nuevo Contract 3 and Rio de La Plata Contract 1
AGENDA
1:30 pm – 4:00 pm
• APEX Accelerators presentation and orientation about PIEE
• SBA PCR
• SAME
• AGC PR
• MBDA
05 December 2024 Afternoon Session: 1:00PM – 4:00PM
Focus: Procurement Integrated Enterprise Environment (PIEE)
AGENDA
• Notecards are available at the registration table
• Write down your questions on the notecards and place them in the basket on the registration table
• Questions that can be answered during this event will be addressed during the Q&A session
• All questions and answers will be provided on SAM.gov
05 December 2024 1000 - 1030
QUESTION AND ANSWER SESSION
HOW TO SUBMIT QUESTIONS
• All questions to be submitted through ProjNet
• Deadline: 5:00 pm, AST on 13 December 2023
• RPN Contract 3
• Solicitation Number: W51DQV25S11UY
• Bidder Inquiry Key: I7W97W-UH6XGS
• RDLP Contract 1
• Solicitation Number: W51DQV-25-R-0002
• Bidder Inquiry Key: EGHXFQ-3E5DRK https://www.projnet.org/projnet/binKornHome/index.cfm
RIO PUERTO NUEVO FLOOD
RISK MANAGEMENT
PROJECT
CARIBBEAN DISTRICT
05 DECEMBER 2024
Emily Rivera, P.E.
Rio Puerto Nuevo
RPN CONTRACTS OVERVIEW
CNT2 CNT3 CNT1 CNT5A CNT5B CNT4 CNT6A CNT6B CNT7
Aug Feb Dec Dec Sep Feb Jan Apr TBD 2023 2025 2025 2026 2026 2027 2029 2030
RPN
Contract
Advertisement Date
CNT1 Winter 2025 CNT2 Awarded 2024 CNT3 Spring 2025 CNT4 Spring 2027 CNT5A Winter 2026 CNT5B Fall 2026 CNT6A Winter 2028 CNT6B Spring 2030
CNT7 TBD
Chronological Implementation Schedule
Upcoming Contract Advertisement
Sheet1
CNT1 3/24/26 CNT2 8/31/23 CNT2 CNT3 CNT1 CNT5A CNT5B CNT4 CNT6A CNT6B CNT7
CNT2 8/31/23 CNT3 3/14/25 Aug Feb Dec Dec Sep Feb Jan Apr TBD
CNT3 3/14/25 CNT1 3/24/26 2023 2025 2025 2026 2026 2027 2029 2030
CNT4 2/5/27 CNT5A 12/9/26
CNT5A 12/9/26 CNT5B 2/4/27
CNT5B 2/4/27 CNT4 2/5/27
CNT6A 12/14/28 CNT6A 12/14/28
CNT6B 4/10/30 CNT6B 4/10/30
CNT7 7/12/30 CNT7 7/12/30
CNT7A
CNT7B
CNT7C
Sheet1
RPN Contract Advertisement Date CNT2 8/31/23 CNT2 CNT3 CNT1 CNT5A CNT5B CNT4 CNT6A CNT6B CNT7
CNT1 Winter 2025 CNT3 3/14/25 Aug Mar Mar Dec Feb Feb Dec Apr
CNT2 Awarded 2024 CNT1 3/24/26 2023 2025 2026 2026 2027 2027 2028 2030
CNT3 Spring 2025 CNT5A 12/9/26
CNT4 Spring 2027 CNT5B 2/4/27
CNT5A Winter 2026 CNT4 2/5/27
CNT5B Fall 2026 CNT6A 12/14/28
CNT6A Winter 2028 CNT6B 4/10/30
CNT6B Spring 2030 CNT7 7/12/30
CNT7 TBD
CNT7A
CNT7B
CNT7C
RPN Supplemental Contract 3
SCOPE OF WORK
• Channel Walls
• Demonstration Piles per Crew
• Working Platforms
• Sewer Siphon
• Utility Bridge with 48” Watermain
• Main Channel Transition
• River Diversion
• Josefina Channel Transition
• Power Line Relocation
• Dredging and Excavation
• Stormwater Penetrations
RIO PUERTO NUEVO FLOOD
RISK MANAGEMENT
PROJECT
CONTRACT 3
Stephen Dupries, P.E.
Lead Civil Engineer
• Main channel walls, ~2 Miles of Tangent Piles
• Magnitude of Construction: $250M to $500M
• Period of Performance: 6 years
RPN Supplemental Contract 3
• 1,700 six-foot diameter concrete drill shaft piles (~100 feet deep)
• 200,000 cy of concrete
• 46,000 tons of reinforcing steel
• 600,000 cy of excavated material to be disposed
• 25,000 cy of suitable fill
• 8,000 tons of steel sheet pile
Temporary Sheet Piles
Drilled Shaft Piles
Guardrail
Concrete Cap
Drilled Shaft
RPN Supplemental Contract 3
160’
~2 5’
Channel Bottom
RPN Supplemental Contract 3
• Perform confirmation borings
• Working platform with temporary sheet piles
• Install temporary casing to –50 feet
• Auger material with slurry
• Polymer or mineral slurry
• Inspect hole using sonicaliper testing and bottom excavation inspection device
• Install rebar cage and sonic logging testing tubes
• Concrete mix is critical with several additives
• Tremie concrete into hole
• Remove temporary casing
• Testing of pile
• Install concrete cap
Equipment to install and remove the temporary casing shall have sufficient vibratory, impact, and rotational torque capacity
Excavation
RPN Supplemental Contract 3
Fill
Temporary Sheet Pile
Rio Piedras
Drilled Shaft
Pile
Working Platforms
Demonstration Wall per Crew
Single and Double Rows of Tangent Piles
Jet Grout (in some critical areas)
Drilled Shaft Piles, Heavily Reinforced
Rebar Cage
Sewer Siphon
Sewer Siphon RPN Supplemental Contract 3
Four 20-inch diameter sanitary sewer pipes in 30-inch diameter steel permanent casing pipes
Drilled Shaft Piles
Pile Caps
Drilled Shaft Piles
Rip Rap
New Effluent BoxNew Influent Box
160’
Jack and Bore Pit Temporary Sheet Pile
Drilled Shaft Pile
Perimeter Walers and Bracing
Jacking Equipment
30-inch Diameter Steel Casing
Rio Piedras
Concrete Slab
~3
Fe et
Utility Bridge with 48-inch Diameter Watermain
RPN Supplemental Contract 3
Rip Rap
Drilled Shaft Piles
48-inch Diameter Watermain
Utility Bridge with 48-inch Diameter Watermain
Pipe Saddles
Bridge Girder
Important Notes:
The contractor cannot increase the flooding risk of the surrounding community by obstructing flow
Florida Department of Transportation (FDOT) beams will be used for the utility bridge. This will require special coordination with the prestress beam suppliers in P.R
Valve Box Valve Box
RPN Supplemental Contract 3 Two Channel Transitions
Main Channel
Transition
Josefina Channel
Transition
21RPN Supplemental Contract 3
Main Channel Transition
Articulated Concrete
BlockDrilled Shaft Piles
Concrete Armor Units
Rip Rap
Articulated Concrete Block
Rip Rap
Concrete Armor Units
Sheet Piles
Sheet Piles
River Flow
250’
RPN Supplemental Contract 3
Articulated Concrete Block
Drilled Shaft Piles
Permanent Sheet Piles
Temporary Sheet Piles
Concrete Armor Units
Drilled Shaft Piles
Main Channel Transition Water Diversion
Diverted River
RPN Supplemental Contract 3 Josefina Channel Transition
Articulated Concrete
Block
Drilled Shaft Piles
Concrete Armor Units
Rip Rap
Articulated Concrete
Block
Sheet Piles
Rip Rap Concrete
Armor Units
Sheet Piles
Concrete Armor Units
River Flow
163’
RPN Supplemental Contract 3 Power Line Relocation
Transmission and distribution lines to be demolished
Transmission and distribution lines to be constructed
Drilled Shaft Piles
Stormwater Box Opening
Existing Ground
Concrete Shelf
RPN Supplemental Contract 3 Stormwater Penetrations Through the Wall
Cap Beam
Manhole
Soil Improvement
Existing Storm Water Pipe
Drilled Shaft Piles
Stormwater Box Opening
Guardrail
Cap Beam
Concrete Shelf
RPN Supplemental Contract 3 Stormwater Penetrations Through the Wall
3’ 8’
La Chuleta
Two (2) Material Management Areas:
• La Chuleta for bank excavation
• Offshore for material under the mean high high water line
San Juan Harbor
La Chuleta
Two (2) Material Management Areas:
• La Chuleta for bank excavation
• Offshore for material under the mean high high water line
RPN Supplemental Contract 3
Mean High High Water Line
Offshore
La Chuleta
Drilled Shaft Piles
RIO DE LA PLATA
CARIBBEAN DISTRICT
05 DECEMBER 2024
Emily Rivera, P.E.
LOCATION
Rio Grande de Arecibo
Rio de La Plata
RDLP OVERVIEW
Disposal Area
East Levee
West Levee
Disposal Area
Disposal Area
East Levee
Channel
Channel
Channel
72” Water Line
Dorado Bridge
PR HWY-2
PR HWY-22
PR-2 Bridge and Road Re-alignment
CONTRACT 1
Cory Spence Civil Engineer Huntington District
Edgardo Bermudez Rodriguez Geotechnical Engineer
File Name
LOCATION: Dorado and Toa Baja, PR, about 11 miles west of San Juan
PROJECT IMPLEMENTATION:
DORADO BRIDGE CWSP PROJECT (Ongoing) River channel widening and modifications (0.46 miles), construction of earthen levee (0.53 miles), and scour protection
ARTICULATED CONCRETE BLOCK MAT AND
TOE KEY (Substantially Complete) 500 feet of channel scour protection and toe key revetment
SUPPLEMENTAL CONTRACT 1
River channel widening and modifications (approx. 1.6 miles), construction of earthen levees (approx. 3.1 miles), four concrete culverts through levee, scour protection, and utility relocations
SUPPLEMENTAL CONTRACT 3
River channel widening and modifications (approx. 1.4 miles), construction of earthen levee (approx. 1.3 miles), scour protection, and utility relocations
SUPER-AQUEDUCT RELOCATION
Relocation of a 72-inch water supply aqueduct
Disposal Area
East Levee
West Levee
Disposal Area
Disposal Area
East Levee
Channel
Channel
72” Water Line
Dorado Bridge
PR HWY-2
PR HWY-22
Wetland Mitigation
RDLP CONTRACT 1
MAIN PROJECT FEATURES:
• 1,780,000 m3 channel excavation
• 772,000 m3 levee fill placement
• 160,000 m3 scour protection stone placement
• 4 – concrete culvert structures (2 - west levee, 2 - east levee)
• Pre-cast concrete pipe (5-7 feet in diameter)
• Cast-in-place concrete inlet and outlet head walls
• Composite flap gates (west levee culverts)
ADDITIONAL PROJECT FEATURES:
• Maintenance road on levee crest and within project boundaries
• Drainage ditches
• Utility relocations
• Water lines
• Sewer lines
• Electrical lines
• Material Management Areas for excavated material
• Remaining Wetland mitigation for the project
• Demolition of abandoned structures Levee
Location/Transition
Between Dorado Bridge Channel Widening and Scour Protection to Supplemental Contract 1
• Completion of the west levee
• Continuation of the channel
• Start of the east levee
Contract 1 East Levee
Contract 1 West Levee
DBCWSP
West Levee
DBCWSP
Channel
Contract1
Wetland Mitigation
• Scrub/Shrub Interior
• Series of Finger Channels and Pools
• Earthen Islands
• Sparse Tree and Scrub/Shrub Exterior
• Mangrove Oxbow Buffer
East Levee
Stone Protection
West Levee Stone Protection
Channel Centerline
Channel Centerline
Typical Sections
File Name
RDLP CONTRACT 1
East Levee Culvert 6A
Key Details
• 60-inch Precast Culvert
• Ungated
• Cast-in-place Headwalls
• Stone Energy Dissipation Basin
East Levee Culvert 7 Key Details
• 48-inch Precast Culvert
• Ungated
• Stone Energy Dissipation Basin
West Levee Culvert 3A
Key Details
• 5 - 84-inch Precast Culvert
• Flap Gates
West Levee Culvert 11
Key Details
• 2 - 72-inch Precast Culvert
• Flap Gates
Seismic Concerns and Potential Remediation
• Project located in seismic region
• Geotechnical data identified potential liquefiable soils
• Treatment beneath the east levee is planned to protect against seismic.
Potential Seismic Remediation Treatments
Utility Relocations
Sanitary Sewer
• 12-inch force main (Relocation)
• 8-inch sanitary (Protect in Place)
Potable Water (Treated Drinking Water)
• 12-inch (Protect in Place – Multiple Locations)
Electrical Distribution and Transmission Lines
• 8.32/4.8kV (Relocation)
• 38kV (Relocation)
Telecommunication
• None
CONSTRUCTION CONSIDERATIONS
• Coordination with two municipalities (Dorado and Toa Baja)
• Other concurrent USACE/non-USACE construction project
• Construction access
• Coordination with DTOP and PRHTA for maintenance of traffic
• Communication with La Plata Dam (PRASA)
• Release of water from dam may impact construction activities
• Utility relocations
• PRASA and LUMA
• Coordination with utility agencies to limit impacts to service
• Sufficient work limits for staging and field office
• High water events on La Plata River are short duration
CONSTRUCTION CONSIDERATIONS
RIO DE LA PLATA - CNT 1
RIO PUERTO NUEVO - CNT 3
File Name
Jorge Ayala, P.E.
Construction Division
46PR BIG 3 ESTIMATED QUANTITIES FOR MAIN SUPPLY
NEEDS
Note: Projects are at different stages in the design process.
Estimated quantities developed with the latest available design data.
Subject to change.
FEATURES RDLP CNT 1 RPN CNT 3 TOTAL
Excavation (CY) 2,328,000 600,000 2,928,000 Fill (CY) 1,000,000 25,000 1,025,000 Stone Placement (CY) 210,000 12,000 222,000 Soil Improvement (CY) 271,000 370 271,370 Sheet Piles (Tons) 2,500 8,000 10,500 Concrete (CY) 8,000 200,000 208,000 Reinforcing Steel (Tons) 1,000 46,000 47,000
ACBM (SQFT) 28,000 32,000 60,000
Main Materials
[yd3] [yd3] [yd3] [yd3] [Tons] [yd3] [Tons] [ft2]
Materials: Excavation Fill Stone Placement Soil Imp Sheet Piles Concrete Reinforcing Steel ACBM Concrete Culverts
RDLP CNT 1 2,323,578 2,080,528 272,000 2412 On the works On the works 4 concrete culverts (need to estimate this and add to concrete quantities)
RDLP CNT 2 48 DS, 55 (137ft) AASHTO Bridge Girders, 70000ft2 concrete bridge deck This contract is currently on hold
RDLP CNT 3 1,722,000 224,000 101,000
RGDA 325,000 520,000 29,000 6,500 On the works 14000LF (60in DS), +2000CY, 50000 tons of stone protection
RPN CNT 1 181,000 145,000 121,100 6,000 30,000 2,000 30,000 CY of concrete, asphalt 28990 SY
RPN CNT 2 119,000 4,801 19,000 7,000 19,000 CY of concrete (110 DS 72 in, 90 DS 60in, bridge construction)
RPN CNT 3 600,000 25,000 12,204 8,000 200,000 46,000 1600 DS 72 in ERROR:#NAME?
RPN CNT 4 70,000 3,500 83,000 4,000 304,000 1200 DS 60 in
RPN CNT 5A 9,000 5,000 636 8,000 537 34,000 100 DS 72 in
RPN CNT 5B 47,000 1,400 1,100 62,000 2,500 140,000 1000 DS 60 in
RPN CNT 6 2,000,000 330,000 8,000 80,000 7,000 321,000 1300 DS 60 in
RPN CNT 7 300,000 100,000 3,200 75,000 2,000
RPN La Chuleta 32,460 32,460 360 360 CY of concrete, 4,834 cy of bituminous pavement
Total 7,729,038 3,463,388 419,005 121,100 32,848 563,860 71,037 799,000
Main Materials (2)
[yd3] [yd3] [yd3] [yd3] [Tons] [yd3] [Tons] [ft2]
Materials: Excavation Fill Stone Placement Soil Imp Sheet Piles Concrete Reinforcing Steel ACBM Concrete Culverts
RDLP CNT 1 2,234,000 1,962,000 272,000 2412 14000 1000 4 concrete culverts (need to estimate this and add to concrete quantities)
RDLP CNT 2 48 DS, 55 (137ft) AASHTO Bridge Girders, 70000ft2 concrete bridge deck This contract is currently on hold
RDLP CNT 3 1,722,000 224,000 101,000
RGDA 325,000 520,000 29,181 6,500 On the works 14000LF (60in DS), +2000CY, 50000 tons of stone protection
RPN CNT 1 181,000 145,000 121,100 6,000 30,000 2,000 30,000 CY of concrete, asphalt 28990 SY
RPN CNT 2 119,000 4,801 19,000 7,000 19,000 CY of concrete (110 DS 72 in, 90 DS 60in, bridge construction)
RPN CNT 3 600,000 25,000 12,204 8,000 200,000 46,000 1600 DS 72 in ERROR:#NAME?
RPN CNT 4 70,000 3,500 83,000 4,000 304,000 1200 DS 60 in
RPN CNT 5A 9,000 5,000 584 636 14,000 3,505 34,000 100 DS 72 in, 1000 tons of riprap
RPN CNT 5B 76,000 1,400 14,000 52,000 2,250 102,000 1000 DS 60 in
RPN CNT 6 2,000,000 330,000 8,000 80,000 7,000 321,000 1300 DS 60 in
RPN CNT 7 300,000 100,000 3,200 75,000 2,000 Evaluating braced steel sheet pile and ACBM bottom, Qtys need to be verified after the design is changed
RPN La Chuleta 31,700 31,700 360 360 CY of concrete, 2,555 tons of bituminous pavement
Total 7,667,700 3,344,100 419,770 121,100 45,748 573,860 74,755 761,000
Main Materials (3)
[yd3] [yd3] [yd3] [yd3] [Tons] [yd3] [Tons] [ft2]
Materials: Excavation Fill Stone Placement Soil Imp Sheet Piles Concrete Reinforcing Steel ACBM Concrete Culverts
RDLP CNT 1 2,234,000 1,962,000 272,000 2412 14000 1000 4 concrete culverts (need to estimate this and add to concrete quantities)
RDLP CNT 2 48 DS, 55 (137ft) AASHTO Bridge Girders, 70000ft2 concrete bridge deck This contract is currently on hold
RDLP CNT 3 1,722,000 224,000 101,000
Total RDLP 3,956,000 2,186,000 373,000 0 2,412 14,000 1,000
RGDA 325,000 520,000 29,181 6,500 1300 14000LF (60in DS), +2000CY, 50000 tons of stone protection
RPN CNT 1 181,000 145,000 121,100 6,000 30,000 2,000 30,000 CY of concrete, asphalt 28990 SY
RPN CNT 2 119,000 4,801 1,608 19,000 7,000 19,000 CY of concrete (110 DS 72 in, 90 DS 60in, bridge construction)
RPN CNT 3 600,000 25,000 12,204 8,000 200,000 46,000 1600 DS 72 in ERROR:#NAME?
RPN CNT 4 70,000 3,500 83,000 4,000 304,000 1200 DS 60 in
RPN CNT 5A 9,000 5,000 584 636 14,000 3,505 34,000 100 DS 72 in, 1000 tons of riprap
RPN CNT 5B 76,000 1,400 14,000 52,000 2,250 102,000 1000 DS 60 in
RPN CNT 6 2,000,000 330,000 8,000 80,000 7,000 321,000 1300 DS 60 in
RPN CNT 7 300,000 100,000 3,200 75,000 2,000 Evaluating braced steel sheet pile and ACBM bottom, Qtys need to be verified after the design is changed
RPN La Chuleta 31,700 31,700 360 360 CY of concrete, 2,555 tons of bituminous pavement
Total RPN 3,386,700 638,100 17,589 121,100 44,944 553,360 73,755 761,000
Total 7,667,700 3,344,100 419,770 121,100 47,356 573,860 76,055 761,000
Sheet2
RPN CNT 2 lb/ft2 tons
Temporary Bypass Sheet Pile 48329 sqft 36.98 893.60321
Temporary Trnasverse Sheet Pile 19275 sqft 36.98 356.39475
Transition Sheet Pile 19372 sqft 36.98 358.18828
1608.18624
Main Materials No LC
[yd3] [yd3] [yd3] [yd3] [Tons] [yd3] [Tons] [ft2]
Materials: Excavation Fill Stone Placement Soil Imp Sheet Piles Concrete Reinforcing Steel ACBM Concrete Culverts
RDLP CNT 1 2,234,000 1,962,000 272,000 2412 8000 1000 4 concrete culverts (need to estimate this and add to concrete quantities)
RDLP CNT 2 48 DS, 55 (137ft) AASHTO Bridge Girders, 70000ft2 concrete bridge deck This contract is currently on hold
RDLP CNT 3 1,722,000 224,000 101,000
Total RDLP 3,956,000 2,186,000 373,000 0 2,412 8,000 1,000
RGDA 325,000 520,000 29,181 6,500 1300 14000LF (60in DS), +2000CY, 50000 tons of stone protection
RPN CNT 1 181,000 145,000 121,100 6,000 30,000 2,000 30,000 CY of concrete, asphalt 28990 SY
RPN CNT 2 119,000 4,801 700 1,608 19,000 7,000 19,000 CY of concrete (110 DS 72 in, 90 DS 60in, bridge construction)
RPN CNT 3 600,000 25,000 12,204 8,000 200,000 46,000 31,974 1600 DS 72 in ERROR:#NAME?
RPN CNT 4 70,000 3,500 83,000 4,000 304,000 1200 DS 60 in
RPN CNT 5A 9,000 5,000 584 636 14,000 3,505 34,000 100 DS 72 in, 1000 tons of riprap
RPN CNT 5B 76,000 1,400 14,000 52,000 2,250 102,000 1000 DS 60 in
RPN CNT 6 2,000,000 330,000 8,000 80,000 7,000 321,000 1300 DS 60 in
RPN CNT 7 300,000 100,000 3,200 75,000 2,000 Evaluating braced steel sheet pile and ACBM bottom, Qtys need to be verified after the design is changed
Total RPN 3,355,000 606,400 17,589 121,800 44,944 553,000 73,755 792,974
Total 7,636,000 3,312,400 419,770 121,800 47,356 567,500 76,055 792,974
Contract Awards
FY23 FY24 FY25 FY26 FY27 FY28
RPN CNT 2 RPN CNT 3 RPN CNT 1 RPN CNT 6 RDLP CNT 3
RGDA RPN CNT 5A RPN CNT 4 RPN CNT 7
RDLP CNT 1 RPN CNT 5B
Excavation (CY) 119,000 925,000 2,243,000 327,000 2,300,000 1,722,000
Fill (CY) 0 545,000 1,967,000 146,400 430,000 224,000
Stone Placement (CY) 4,801 41,385 272,584 0 0 101,000
Soil Improvement (CY) 700 0 0 121,100 0 0
Sheet Piles (Tons) 1,608 8,000 3,048 23,500 11,200 0
Concrete (CY) 19,000 206,500 22,000 165,000 155,000 0
Reinforcing Steel (Tons) 7,000 47,300 4,505 8,250 9,000 0
ACBM (SQFT) 0 31,974 34,000 406,000 321,000 0
Main Materials No LC (2)
[yd3] [yd3] [yd3] [yd3] [Tons] [yd3] [Tons] [ft2]
Estimated award date Materials: Excavation Fill Stone Placement Soil Imp Sheet Piles Concrete Reinforcing Steel ACBM Concrete Culverts
Mar-25 RDLP CNT 1 2,234,000 1,962,000 272,000 2412 8000 1000 4 concrete culverts (need to estimate this and add to concrete quantities)
RDLP CNT 2 48 DS, 55 (137ft) AASHTO Bridge Girders, 70000ft2 concrete bridge deck This contract is currently on hold
May-28 RDLP CNT 3 1,722,000 224,000 101,000
Total RDLP 3,956,000 2,186,000 373,000 0 2,412 8,000 1,000
17-Jun-27 RGDA 325,000 520,000 29,181 6,500 1300 14000LF (60in DS), +2000CY, 50000 tons of stone protection
28-Nov-25 RPN CNT 1 181,000 145,000 121,100 6,000 30,000 2,000 30,000 CY of concrete, asphalt 28990 SY
19-Jul-24 RPN CNT 2 119,000 4,801 700 1,608 19,000 7,000 19,000 CY of concrete (110 DS 72 in, 90 DS 60in, bridge construction)
8-Jul-24 RPN CNT 3 600,000 25,000 12,204 8,000 200,000 46,000 31,974 1600 DS 72 in ERROR:#NAME?
17-Aug-26 RPN CNT 4 70,000 3,500 83,000 4,000 304,000 1200 DS 60 in
3-Jan-25 RPN CNT 5A 9,000 5,000 584 636 14,000 3,505 34,000 100 DS 72 in, 1000 tons of riprap
30-Jun-26 RPN CNT 5B 76,000 1,400 14,000 52,000 2,250 102,000 1000 DS 60 in
28-May-27 RPN CNT 6 2,000,000 330,000 8,000 80,000 7,000 321,000 1300 DS 60 in
30-Jun-27 RPN CNT 7 300,000 100,000 3,200 75,000 2,000 Evaluating braced steel sheet pile and ACBM bottom, Qtys need to be verified after the design is changed
Total RPN 3,355,000 606,400 17,589 121,800 44,944 553,000 73,755 792,974
Total 7,636,000 3,312,400 419,770 121,800 47,356 567,500 76,055 792,974
Contract Awards
2023 2024 2025 2026 2027 2028
RPN CNT 3 RPN CNT 1 RPN CNT 6 RDLP CNT 3
RPN CNT 2 RPN CNT 5A RPN CNT 4 RPN CNT 7 FEATURES 2024 2025 2026 2027 2028 TOTAL
RDLP CNT 1 RPN CNT 5B RGDA Excavation (CY) 719,000 2,243,000 327,000 2,625,000 1,722,000 7,636,000
Fill (CY) 25,000 1,967,000 146,400 950,000 224,000 3,312,400
Excavation (CY) 719,000 2,243,000 327,000 2,625,000 1,722,000 Stone Placement (CY) 17,005 272,584 29,181 101,000 419,770
Fill (CY) 25,000 1,967,000 146,400 950,000 224,000 Soil Improvement (CY) 700 121,100 121,800
Stone Placement (CY) 17,005 272,584 0 29,181 101,000 Sheet Piles (Tons) 9,608 3,048 23,500 11,200 47,356
Soil Improvement (CY) 700 0 121,100 0 0 Concrete (CY) 219,000 22,000 165,000 161,500 567,500
Sheet Piles (Tons) 9,608 3,048 23,500 11,200 0 Reinforcing Steel (Tons) 53,000 4,505 8,250 10,300 76,055
Concrete (CY) 219,000 22,000 165,000 161,500 0 ACBM (SQFT) 31,974 34,000 406,000 321,000 792,974
Reinforcing Steel (Tons) 53,000 4,505 8,250 10,300 0
ACBM (SQFT) 31,974 34,000 406,000 321,000 0
FEATURES RPN RDLP RGDA TOTAL
Excavation (CY) 3,355,000 3,956,000 325,000 7,636,000
Fill (CY) 606,400 2,186,000 520,000 3,312,400
Stone Placement (CY) 17,589 373,000 29,181 419,770
Soil Improvement (CY) 121,800 121,800
Sheet Piles (Tons) 44,944 2,412 47,356
Concrete (CY) 553,000 8,000 6,500 567,500
Reinforcing Steel (Tons) 73,755 1,000 1,300 76,055
ACBM (SQFT) 792,974 792,974
Main Materials No LC (3)
[yd3] [yd3] [yd3] [yd3] [Tons] [yd3] [Tons] [ft2]
Estimated award date Materials: Excavation Fill Stone Placement Soil Imp Sheet Piles Concrete Reinforcing Steel ACBM Concrete Culverts
Mar-25 RDLP CNT 1 2,234,000 1,962,000 272,000 2412 8000 1000 4 concrete culverts (need to estimate this and add to concrete quantities)
RDLP CNT 2 48 DS, 55 (137ft) AASHTO Bridge Girders, 70000ft2 concrete bridge deck This contract is currently on hold
May-28 RDLP CNT 3 1,222,000 224,000 101,000
Total RDLP 3,456,000 2,186,000 373,000 0 2,412 8,000 1,000
17-Jun-27 RGDA 325,000 520,000 29,181 6,500 1300 14000LF (60in DS), +2000CY, 50000 tons of stone protection
28-Nov-25 RPN CNT 1 181,000 145,000 121,100 6,000 30,000 2,000 30,000 CY of concrete, asphalt 28990 SY
19-Jul-24 RPN CNT 2 119,000 4,801 700 1,608 19,000 7,000 19,000 CY of concrete (110 DS 72 in, 90 DS 60in, bridge construction)
8-Jul-24 RPN CNT 3 600,000 25,000 12,204 8,000 200,000 46,000 31,974 1600 DS 72 in ERROR:#NAME?
17-Aug-26 RPN CNT 4 70,000 3,500 83,000 4,000 304,000 1200 DS 60 in
3-Jan-25 RPN CNT 5A 9,000 5,000 584 636 14,000 3,505 34,000 100 DS 72 in, 1000 tons of riprap
30-Jun-26 RPN CNT 5B 76,000 1,400 14,000 52,000 2,250 102,000 1000 DS 60 in
28-May-27 RPN CNT 6 2,000,000 330,000 8,000 80,000 7,000 321,000 1300 DS 60 in
30-Jun-27 RPN CNT 7 300,000 100,000 3,200 75,000 2,000 Evaluating braced steel sheet pile and ACBM bottom, Qtys need to be verified after the design is changed
Total RPN 3,355,000 606,400 17,589 121,800 44,944 553,000 73,755 792,974
Total 7,136,000 3,312,400 419,770 121,800 47,356 567,500 76,055 792,974
Contract Awards
2023 2024 2025 2026 2027 2028
RPN CNT 3 RPN CNT 1 RPN CNT 6 RDLP CNT 3
RPN CNT 2 RPN CNT 5A RPN CNT 4 RPN CNT 7 FEATURES 2024 2025 2026 2027 2028 TOTAL
RDLP CNT 1 RPN CNT 5B RGDA Excavation (CY) 719,000 2,243,000 327,000 2,625,000 1,222,000 7,136,000
Fill (CY) 25,000 1,967,000 146,400 950,000 224,000 3,312,400
Excavation (CY) 719,000 2,243,000 327,000 2,625,000 1,222,000 Stone Placement (CY) 17,005 272,584 29,181 101,000 419,770
Fill (CY) 25,000 1,967,000 146,400 950,000 224,000 Soil Improvement (CY) 700 121,100 121,800
Stone Placement (CY) 17,005 272,584 0 29,181 101,000 Sheet Piles (Tons) 9,608 3,048 23,500 11,200 47,356
Soil Improvement (CY) 700 0 121,100 0 0 Concrete (CY) 219,000 22,000 165,000 161,500 567,500
Sheet Piles (Tons) 9,608 3,048 23,500 11,200 0 Reinforcing Steel (Tons) 53,000 4,505 8,250 10,300 76,055
Concrete (CY) 219,000 22,000 165,000 161,500 0 ACBM (SQFT) 31,974 34,000 406,000 321,000 792,974
Reinforcing Steel (Tons) 53,000 4,505 8,250 10,300 0
ACBM (SQFT) 31,974 34,000 406,000 321,000 0
FEATURES RPN RDLP RGDA TOTAL
Excavation (CY) 3,355,000 3,456,000 325,000 7,136,000
Fill (CY) 606,400 2,186,000 520,000 3,312,400
Stone Placement (CY) 17,589 373,000 29,181 419,770
Soil Improvement (CY) 121,800 121,800
Sheet Piles (Tons) 44,944 2,412 47,356
Concrete (CY) 553,000 8,000 6,500 567,500
Reinforcing Steel (Tons) 73,755 1,000 1,300 76,055
ACBM (SQFT) 792,974 792,974
CMP QTYs
[yd3] [Tons] [Tons] [yd3] [Tons]
Estimated award date Materials: Dedging Stone Placement Steel Sheet Pile Concrete Reinforcing Steel Concrete Culverts
Oct-24 CMP CNT 2 22,000 13,200 323 105 14 4 concrete culverts (need to estimate this and add to concrete quantities)
Oct-25 CMP CNT 3 PH1 440,000 1,650 3,274 1,173 155 48 DS, 55 (137ft) AASHTO Bridge Girders, 70000ft2 concrete bridge deck This contract is currently on hold
Feb-28 CMP CNT 3 PH2 300,000 7,857 2,816 373
Total CMP 762,000 14,850 11,454 4,094 542
17-Jun-27 RGDA 14000LF (60in DS), +2000CY, 50000 tons of stone protection
28-Nov-25 RPN CNT 1 30,000 CY of concrete, asphalt 28990 SY
19-Jul-24 RPN CNT 2 19,000 CY of concrete (110 DS 72 in, 90 DS 60in, bridge construction)
8-Jul-24 RPN CNT 3 1600 DS 72 in ERROR:#NAME?
17-Aug-26 RPN CNT 4 1200 DS 60 in
3-Jan-25 RPN CNT 5A 100 DS 72 in, 1000 tons of riprap
30-Jun-26 RPN CNT 5B 1000 DS 60 in
28-May-27 RPN CNT 6 1300 DS 60 in
30-Jun-27 RPN CNT 7 Evaluating braced steel sheet pile and ACBM bottom, Qtys need to be verified after the design is changed
Total RPN 0 0 0 0 0 0 0 0
Total 762,000 14,850 11,454 4,094 542 0 0 0
Contract Awards
2023 2024 2025 2026 2027 2028
CMP CNT 2 CMP CNT 3 PH1 RDLP CNT 3
FEATURES 2024 2025 2026 2027 2028 TOTAL
Dredging (CY) 22,000 440,000 300,000 762,000
Stone Placement (Tons) 13,200 1,650 14,850
Dredging (CY) 22,000 440,000 0 0 300,000 Steel Sheet Pile (Tons) 323 3,274 7,857 11,454
Stone Placement (Tons) 13,200 1,650 0 0 0 Concrete (CY) 105 1,173 2,816 4,094
Steel Sheet Pile (Tons) 323 3,274 0 0 7,857 Reinforcing Steel (Tons) 14 155 373 542
Concrete (CY) 105 1,173 0 0 2,816
Reinforcing Steel (Tons) 14 155 0 0 373
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
FEATURES CNT 2 CNT 3 PH1 CNT 3 PH2 TOTAL
Dredging (CY) 22,000 440,000 300,000 762,000
Stone Placement (Tons) 13,200 1,650 14,850
Steel Sheet Pile (Tons) 323 3,274 7,857 11,454
Concrete (CY) 105 1,173 2,816 4,094
Reinforcing Steel (Tons) 14 155 373 542
Main Materials (RPN3-RDLP1)
[yd3] [yd3] [yd3] [yd3] [Tons] [yd3] [Tons] [ft2]
Estimated award date Materials: Excavation Fill Stone Placement Soil Imp Sheet Piles Concrete Reinforcing Steel ACBM Concrete Culverts 1780000
Mar-25 RDLP CNT 1 2,328,000 1,000,000 210,000 271,000 2500 8000 1000 28000 4 concrete culverts (need to estimate this and add to concrete quantities) 772000
RDLP CNT 2 48 DS, 55 (137ft) AASHTO Bridge Girders, 70000ft2 concrete bridge deck This contract is currently on hold 160000
May-28 RDLP CNT 3 1,222,000 224,000 101,000
Total RDLP 3,550,000 1,224,000 311,000 271,000 2,500 8,000 1,000
17-Jun-27 RGDA 325,000 520,000 29,181 6,500 1300 14000LF (60in DS), +2000CY, 50000 tons of stone protection
28-Nov-25 RPN CNT 1 181,000 145,000 121,100 6,000 30,000 2,000 30,000 CY of concrete, asphalt 28990 SY
19-Jul-24 RPN CNT 2 119,000 4,801 700 1,608 19,000 7,000 19,000 CY of concrete (110 DS 72 in, 90 DS 60in, bridge construction)
1-Jun-26 RPN CNT 3 600,000 25,000 12,000 370 8,000 200,000 46,000 32,000 1600 DS 72 in ERROR:#NAME?
17-Aug-26 RPN CNT 4 70,000 3,500 83,000 4,000 304,000 1200 DS 60 in
3-Jan-25 RPN CNT 5A 9,000 5,000 584 636 14,000 3,505 34,000 100 DS 72 in, 1000 tons of riprap
30-Jun-26 RPN CNT 5B 76,000 1,400 14,000 52,000 2,250 102,000 1000 DS 60 in
28-May-27 RPN CNT 6 2,000,000 330,000 8,000 80,000 7,000 321,000 1300 DS 60 in
30-Jun-27 RPN CNT 7 300,000 100,000 3,200 75,000 2,000 Evaluating braced steel sheet pile and ACBM bottom, Qtys need to be verified after the design is changed
Total RPN 3,355,000 606,400 17,385 122,170 44,944 553,000 73,755 793,000
Total 7,230,000 2,350,400 357,566 393,170 47,444 567,500 76,055 821,000
Contract Awards
2023 2024 2025 2026 2027 2028
RDLP CNT 1 RPN CNT 3
FEATURES 2024 2025 2026 2027 2028 TOTAL FEATURES 2025 2026 TOTAL
Excavation (CY) 0 2,328,000 600,000 0 0 2,928,000 Excavation (CY) 2,328,000 600,000 2,928,000
Fill (CY) 0 1,000,000 25,000 0 0 1,025,000 Fill (CY) 1,000,000 25,000 1,025,000
Excavation (CY) 2,328,000 600,000 Stone Placement (CY) 0 210,000 0 0 210,000 Stone Placement (CY) 210,000 12,000 222,000
Fill (CY) 1,000,000 25,000 Soil Improvement (CY) 0 370 370 Soil Improvement (CY) 271,000 370 271,370
Stone Placement (CY) 210,000 12,000 Sheet Piles (Tons) 0 2,500 8,000 0 10,500 Sheet Piles (Tons) 2,500 8,000 10,500
Soil Improvement (CY) 271,000 370 Concrete (CY) 0 8,000 200,000 0 208,000 Concrete (CY) 8,000 200,000 208,000
Sheet Piles (Tons) 2,500 8,000 Reinforcing Steel (Tons) 0 1,000 46,000 0 47,000 Reinforcing Steel (Tons) 1,000 46,000 47,000
Concrete (CY) 8,000 200,000 ACBM (SQFT) 0 28,000 32,000 0 60,000 ACBM (SQFT) 28,000 32,000 60,000
Reinforcing Steel (Tons) 1,000 46,000
ACBM (SQFT) 28,000 32,000
FEATURES RPN RDLP RGDA TOTAL FEATURES RDLP CNT 1 RPN CNT 3 TOTAL
Excavation (CY) 3,355,000 3,550,000 325,000 7,230,000 Excavation (CY) 2,328,000 600,000 2,928,000
Fill (CY) 606,400 1,224,000 520,000 2,350,400 Fill (CY) 1,000,000 25,000 1,025,000
Stone Placement (CY) 17,385 311,000 29,181 357,566 Stone Placement (CY) 210,000 12,000 222,000
Soil Improvement (CY) 122,170 122,170 Soil Improvement (CY) 271,000 370 271,370
Sheet Piles (Tons) 44,944 2,500 47,444 Sheet Piles (Tons) 2,500 8,000 10,500
Concrete (CY) 553,000 8,000 6,500 567,500 Concrete (CY) 8,000 200,000 208,000
Reinforcing Steel (Tons) 73,755 1,000 1,300 76,055 Reinforcing Steel (Tons) 1,000 46,000 47,000
ACBM (SQFT) 793,000 793,000 ACBM (SQFT) 28,000 32,000 60,000
47PR BIG 3 ESTIMATED QUANTITIES FOR MAIN SUPPLY
NEEDS
Note: Projects are at different stages in the design process.
Estimated quantities developed with the latest available design data.
Subject to change.
FEATURES 2025 2026 TOTAL
Excavation (CY) 2,328,000 600,000 2,928,000 Fill (CY) 1,000,000 25,000 1,025,000 Stone Placement (CY) 210,000 12,000 222,000 Soil Improvement (CY) 271,000 370 271,370 Sheet Piles (Tons) 2,500 8,000 10,500 Concrete (CY) 8,000 200,000 208,000 Reinforcing Steel (Tons) 1,000 46,000 47,000
ACBM (SQFT) 28,000 32,000 60,000
Main Materials
[yd3] [yd3] [yd3] [yd3] [Tons] [yd3] [Tons] [ft2]
Materials: Excavation Fill Stone Placement Soil Imp Sheet Piles Concrete Reinforcing Steel ACBM Concrete Culverts
RDLP CNT 1 2,323,578 2,080,528 272,000 2412 On the works On the works 4 concrete culverts (need to estimate this and add to concrete quantities)
RDLP CNT 2 48 DS, 55 (137ft) AASHTO Bridge Girders, 70000ft2 concrete bridge deck This contract is currently on hold
RDLP CNT 3 1,722,000 224,000 101,000
RGDA 325,000 520,000 29,000 6,500 On the works 14000LF (60in DS), +2000CY, 50000 tons of stone protection
RPN CNT 1 181,000 145,000 121,100 6,000 30,000 2,000 30,000 CY of concrete, asphalt 28990 SY
RPN CNT 2 119,000 4,801 19,000 7,000 19,000 CY of concrete (110 DS 72 in, 90 DS 60in, bridge construction)
RPN CNT 3 600,000 25,000 12,204 8,000 200,000 46,000 1600 DS 72 in ERROR:#NAME?
RPN CNT 4 70,000 3,500 83,000 4,000 304,000 1200 DS 60 in
RPN CNT 5A 9,000 5,000 636 8,000 537 34,000 100 DS 72 in
RPN CNT 5B 47,000 1,400 1,100 62,000 2,500 140,000 1000 DS 60 in
RPN CNT 6 2,000,000 330,000 8,000 80,000 7,000 321,000 1300 DS 60 in
RPN CNT 7 300,000 100,000 3,200 75,000 2,000
RPN La Chuleta 32,460 32,460 360 360 CY of concrete, 4,834 cy of bituminous pavement
Total 7,729,038 3,463,388 419,005 121,100 32,848 563,860 71,037 799,000
Main Materials (2)
[yd3] [yd3] [yd3] [yd3] [Tons] [yd3] [Tons] [ft2]
Materials: Excavation Fill Stone Placement Soil Imp Sheet Piles Concrete Reinforcing Steel ACBM Concrete Culverts
RDLP CNT 1 2,234,000 1,962,000 272,000 2412 14000 1000 4 concrete culverts (need to estimate this and add to concrete quantities)
RDLP CNT 2 48 DS, 55 (137ft) AASHTO Bridge Girders, 70000ft2 concrete bridge deck This contract is currently on hold
RDLP CNT 3 1,722,000 224,000 101,000
RGDA 325,000 520,000 29,181 6,500 On the works 14000LF (60in DS), +2000CY, 50000 tons of stone protection
RPN CNT 1 181,000 145,000 121,100 6,000 30,000 2,000 30,000 CY of concrete, asphalt 28990 SY
RPN CNT 2 119,000 4,801 19,000 7,000 19,000 CY of concrete (110 DS 72 in, 90 DS 60in, bridge construction)
RPN CNT 3 600,000 25,000 12,204 8,000 200,000 46,000 1600 DS 72 in ERROR:#NAME?
RPN CNT 4 70,000 3,500 83,000 4,000 304,000 1200 DS 60 in
RPN CNT 5A 9,000 5,000 584 636 14,000 3,505 34,000 100 DS 72 in, 1000 tons of riprap
RPN CNT 5B 76,000 1,400 14,000 52,000 2,250 102,000 1000 DS 60 in
RPN CNT 6 2,000,000 330,000 8,000 80,000 7,000 321,000 1300 DS 60 in
RPN CNT 7 300,000 100,000 3,200 75,000 2,000 Evaluating braced steel sheet pile and ACBM bottom, Qtys need to be verified after the design is changed
RPN La Chuleta 31,700 31,700 360 360 CY of concrete, 2,555 tons of bituminous pavement
Total 7,667,700 3,344,100 419,770 121,100 45,748 573,860 74,755 761,000
Main Materials (3)
[yd3] [yd3] [yd3] [yd3] [Tons] [yd3] [Tons] [ft2]
Materials: Excavation Fill Stone Placement Soil Imp Sheet Piles Concrete Reinforcing Steel ACBM Concrete Culverts
RDLP CNT 1 2,234,000 1,962,000 272,000 2412 14000 1000 4 concrete culverts (need to estimate this and add to concrete quantities)
RDLP CNT 2 48 DS, 55 (137ft) AASHTO Bridge Girders, 70000ft2 concrete bridge deck This contract is currently on hold
RDLP CNT 3 1,722,000 224,000 101,000
Total RDLP 3,956,000 2,186,000 373,000 0 2,412 14,000 1,000
RGDA 325,000 520,000 29,181 6,500 1300 14000LF (60in DS), +2000CY, 50000 tons of stone protection
RPN CNT 1 181,000 145,000 121,100 6,000 30,000 2,000 30,000 CY of concrete, asphalt 28990 SY
RPN CNT 2 119,000 4,801 1,608 19,000 7,000 19,000 CY of concrete (110 DS 72 in, 90 DS 60in, bridge construction)
RPN CNT 3 600,000 25,000 12,204 8,000 200,000 46,000 1600 DS 72 in ERROR:#NAME?
RPN CNT 4 70,000 3,500 83,000 4,000 304,000 1200 DS 60 in
RPN CNT 5A 9,000 5,000 584 636 14,000 3,505 34,000 100 DS 72 in, 1000 tons of riprap
RPN CNT 5B 76,000 1,400 14,000 52,000 2,250 102,000 1000 DS 60 in
RPN CNT 6 2,000,000 330,000 8,000 80,000 7,000 321,000 1300 DS 60 in
RPN CNT 7 300,000 100,000 3,200 75,000 2,000 Evaluating braced steel sheet pile and ACBM bottom, Qtys need to be verified after the design is changed
RPN La Chuleta 31,700 31,700 360 360 CY of concrete, 2,555 tons of bituminous pavement
Total RPN 3,386,700 638,100 17,589 121,100 44,944 553,360 73,755 761,000
Total 7,667,700 3,344,100 419,770 121,100 47,356 573,860 76,055 761,000
Sheet2
RPN CNT 2 lb/ft2 tons
Temporary Bypass Sheet Pile 48329 sqft 36.98 893.60321
Temporary Trnasverse Sheet Pile 19275 sqft 36.98 356.39475
Transition Sheet Pile 19372 sqft 36.98 358.18828
1608.18624
Main Materials No LC
[yd3] [yd3] [yd3] [yd3] [Tons] [yd3] [Tons] [ft2]
Materials: Excavation Fill Stone Placement Soil Imp Sheet Piles Concrete Reinforcing Steel ACBM Concrete Culverts
RDLP CNT 1 2,234,000 1,962,000 272,000 2412 8000 1000 4 concrete culverts (need to estimate this and add to concrete quantities)
RDLP CNT 2 48 DS, 55 (137ft) AASHTO Bridge Girders, 70000ft2 concrete bridge deck This contract is currently on hold
RDLP CNT 3 1,722,000 224,000 101,000
Total RDLP 3,956,000 2,186,000 373,000 0 2,412 8,000 1,000
RGDA 325,000 520,000 29,181 6,500 1300 14000LF (60in DS), +2000CY, 50000 tons of stone protection
RPN CNT 1 181,000 145,000 121,100 6,000 30,000 2,000 30,000 CY of concrete, asphalt 28990 SY
RPN CNT 2 119,000 4,801 700 1,608 19,000 7,000 19,000 CY of concrete (110 DS 72 in, 90 DS 60in, bridge construction)
RPN CNT 3 600,000 25,000 12,204 8,000 200,000 46,000 31,974 1600 DS 72 in ERROR:#NAME?
RPN CNT 4 70,000 3,500 83,000 4,000 304,000 1200 DS 60 in
RPN CNT 5A 9,000 5,000 584 636 14,000 3,505 34,000 100 DS 72 in, 1000 tons of riprap
RPN CNT 5B 76,000 1,400 14,000 52,000 2,250 102,000 1000 DS 60 in
RPN CNT 6 2,000,000 330,000 8,000 80,000 7,000 321,000 1300 DS 60 in
RPN CNT 7 300,000 100,000 3,200 75,000 2,000 Evaluating braced steel sheet pile and ACBM bottom, Qtys need to be verified after the design is changed
Total RPN 3,355,000 606,400 17,589 121,800 44,944 553,000 73,755 792,974
Total 7,636,000 3,312,400 419,770 121,800 47,356 567,500 76,055 792,974
Contract Awards
FY23 FY24 FY25 FY26 FY27 FY28
RPN CNT 2 RPN CNT 3 RPN CNT 1 RPN CNT 6 RDLP CNT 3
RGDA RPN CNT 5A RPN CNT 4 RPN CNT 7
RDLP CNT 1 RPN CNT 5B
Excavation (CY) 119,000 925,000 2,243,000 327,000 2,300,000 1,722,000
Fill (CY) 0 545,000 1,967,000 146,400 430,000 224,000
Stone Placement (CY) 4,801 41,385 272,584 0 0 101,000
Soil Improvement (CY) 700 0 0 121,100 0 0
Sheet Piles (Tons) 1,608 8,000 3,048 23,500 11,200 0
Concrete (CY) 19,000 206,500 22,000 165,000 155,000 0
Reinforcing Steel (Tons) 7,000 47,300 4,505 8,250 9,000 0
ACBM (SQFT) 0 31,974 34,000 406,000 321,000 0
Main Materials No LC (2)
[yd3] [yd3] [yd3] [yd3] [Tons] [yd3] [Tons] [ft2]
Estimated award date Materials: Excavation Fill Stone Placement Soil Imp Sheet Piles Concrete Reinforcing Steel ACBM Concrete Culverts
Mar-25 RDLP CNT 1 2,234,000 1,962,000 272,000 2412 8000 1000 4 concrete culverts (need to estimate this and add to concrete quantities)
RDLP CNT 2 48 DS, 55 (137ft) AASHTO Bridge Girders, 70000ft2 concrete bridge deck This contract is currently on hold
May-28 RDLP CNT 3 1,722,000 224,000 101,000
Total RDLP 3,956,000 2,186,000 373,000 0 2,412 8,000 1,000
17-Jun-27 RGDA 325,000 520,000 29,181 6,500 1300 14000LF (60in DS), +2000CY, 50000 tons of stone protection
28-Nov-25 RPN CNT 1 181,000 145,000 121,100 6,000 30,000 2,000 30,000 CY of concrete, asphalt 28990 SY
19-Jul-24 RPN CNT 2 119,000 4,801 700 1,608 19,000 7,000 19,000 CY of concrete (110 DS 72 in, 90 DS 60in, bridge construction)
8-Jul-24 RPN CNT 3 600,000 25,000 12,204 8,000 200,000 46,000 31,974 1600 DS 72 in ERROR:#NAME?
17-Aug-26 RPN CNT 4 70,000 3,500 83,000 4,000 304,000 1200 DS 60 in
3-Jan-25 RPN CNT 5A 9,000 5,000 584 636 14,000 3,505 34,000 100 DS 72 in, 1000 tons of riprap
30-Jun-26 RPN CNT 5B 76,000 1,400 14,000 52,000 2,250 102,000 1000 DS 60 in
28-May-27 RPN CNT 6 2,000,000 330,000 8,000 80,000 7,000 321,000 1300 DS 60 in
30-Jun-27 RPN CNT 7 300,000 100,000 3,200 75,000 2,000 Evaluating braced steel sheet pile and ACBM bottom, Qtys need to be verified after the design is changed
Total RPN 3,355,000 606,400 17,589 121,800 44,944 553,000 73,755 792,974
Total 7,636,000 3,312,400 419,770 121,800 47,356 567,500 76,055 792,974
Contract Awards
2023 2024 2025 2026 2027 2028
RPN CNT 3 RPN CNT 1 RPN CNT 6 RDLP CNT 3
RPN CNT 2 RPN CNT 5A RPN CNT 4 RPN CNT 7 FEATURES 2024 2025 2026 2027 2028 TOTAL
RDLP CNT 1 RPN CNT 5B RGDA Excavation (CY) 719,000 2,243,000 327,000 2,625,000 1,722,000 7,636,000
Fill (CY) 25,000 1,967,000 146,400 950,000 224,000 3,312,400
Excavation (CY) 719,000 2,243,000 327,000 2,625,000 1,722,000 Stone Placement (CY) 17,005 272,584 29,181 101,000 419,770
Fill (CY) 25,000 1,967,000 146,400 950,000 224,000 Soil Improvement (CY) 700 121,100 121,800
Stone Placement (CY) 17,005 272,584 0 29,181 101,000 Sheet Piles (Tons) 9,608 3,048 23,500 11,200 47,356
Soil Improvement (CY) 700 0 121,100 0 0 Concrete (CY) 219,000 22,000 165,000 161,500 567,500
Sheet Piles (Tons) 9,608 3,048 23,500 11,200 0 Reinforcing Steel (Tons) 53,000 4,505 8,250 10,300 76,055
Concrete (CY) 219,000 22,000 165,000 161,500 0 ACBM (SQFT) 31,974 34,000 406,000 321,000 792,974
Reinforcing Steel (Tons) 53,000 4,505 8,250 10,300 0
ACBM (SQFT) 31,974 34,000 406,000 321,000 0
FEATURES RPN RDLP RGDA TOTAL
Excavation (CY) 3,355,000 3,956,000 325,000 7,636,000
Fill (CY) 606,400 2,186,000 520,000 3,312,400
Stone Placement (CY) 17,589 373,000 29,181 419,770
Soil Improvement (CY) 121,800 121,800
Sheet Piles (Tons) 44,944 2,412 47,356
Concrete (CY) 553,000 8,000 6,500 567,500
Reinforcing Steel (Tons) 73,755 1,000 1,300 76,055
ACBM (SQFT) 792,974 792,974
Main Materials No LC (3)
[yd3] [yd3] [yd3] [yd3] [Tons] [yd3] [Tons] [ft2]
Estimated award date Materials: Excavation Fill Stone Placement Soil Imp Sheet Piles Concrete Reinforcing Steel ACBM Concrete Culverts
Mar-25 RDLP CNT 1 2,234,000 1,962,000 272,000 2412 8000 1000 4 concrete culverts (need to estimate this and add to concrete quantities)
RDLP CNT 2 48 DS, 55 (137ft) AASHTO Bridge Girders, 70000ft2 concrete bridge deck This contract is currently on hold
May-28 RDLP CNT 3 1,222,000 224,000 101,000
Total RDLP 3,456,000 2,186,000 373,000 0 2,412 8,000 1,000
17-Jun-27 RGDA 325,000 520,000 29,181 6,500 1300 14000LF (60in DS), +2000CY, 50000 tons of stone protection
28-Nov-25 RPN CNT 1 181,000 145,000 121,100 6,000 30,000 2,000 30,000 CY of concrete, asphalt 28990 SY
19-Jul-24 RPN CNT 2 119,000 4,801 700 1,608 19,000 7,000 19,000 CY of concrete (110 DS 72 in, 90 DS 60in, bridge construction)
8-Jul-24 RPN CNT 3 600,000 25,000 12,204 8,000 200,000 46,000 31,974 1600 DS 72 in ERROR:#NAME?
17-Aug-26 RPN CNT 4 70,000 3,500 83,000 4,000 304,000 1200 DS 60 in
3-Jan-25 RPN CNT 5A 9,000 5,000 584 636 14,000 3,505 34,000 100 DS 72 in, 1000 tons of riprap
30-Jun-26 RPN CNT 5B 76,000 1,400 14,000 52,000 2,250 102,000 1000 DS 60 in
28-May-27 RPN CNT 6 2,000,000 330,000 8,000 80,000 7,000 321,000 1300 DS 60 in
30-Jun-27 RPN CNT 7 300,000 100,000 3,200 75,000 2,000 Evaluating braced steel sheet pile and ACBM bottom, Qtys need to be verified after the design is changed
Total RPN 3,355,000 606,400 17,589 121,800 44,944 553,000 73,755 792,974
Total 7,136,000 3,312,400 419,770 121,800 47,356 567,500 76,055 792,974
Contract Awards
2023 2024 2025 2026 2027 2028
RPN CNT 3 RPN CNT 1 RPN CNT 6 RDLP CNT 3
RPN CNT 2 RPN CNT 5A RPN CNT 4 RPN CNT 7 FEATURES 2024 2025 2026 2027 2028 TOTAL
RDLP CNT 1 RPN CNT 5B RGDA Excavation (CY) 719,000 2,243,000 327,000 2,625,000 1,222,000 7,136,000
Fill (CY) 25,000 1,967,000 146,400 950,000 224,000 3,312,400
Excavation (CY) 719,000 2,243,000 327,000 2,625,000 1,222,000 Stone Placement (CY) 17,005 272,584 29,181 101,000 419,770
Fill (CY) 25,000 1,967,000 146,400 950,000 224,000 Soil Improvement (CY) 700 121,100 121,800
Stone Placement (CY) 17,005 272,584 0 29,181 101,000 Sheet Piles (Tons) 9,608 3,048 23,500 11,200 47,356
Soil Improvement (CY) 700 0 121,100 0 0 Concrete (CY) 219,000 22,000 165,000 161,500 567,500
Sheet Piles (Tons) 9,608 3,048 23,500 11,200 0 Reinforcing Steel (Tons) 53,000 4,505 8,250 10,300 76,055
Concrete (CY) 219,000 22,000 165,000 161,500 0 ACBM (SQFT) 31,974 34,000 406,000 321,000 792,974
Reinforcing Steel (Tons) 53,000 4,505 8,250 10,300 0
ACBM (SQFT) 31,974 34,000 406,000 321,000 0
FEATURES RPN RDLP RGDA TOTAL
Excavation (CY) 3,355,000 3,456,000 325,000 7,136,000
Fill (CY) 606,400 2,186,000 520,000 3,312,400
Stone Placement (CY) 17,589 373,000 29,181 419,770
Soil Improvement (CY) 121,800 121,800
Sheet Piles (Tons) 44,944 2,412 47,356
Concrete (CY) 553,000 8,000 6,500 567,500
Reinforcing Steel (Tons) 73,755 1,000 1,300 76,055
ACBM (SQFT) 792,974 792,974
CMP QTYs
[yd3] [Tons] [Tons] [yd3] [Tons]
Estimated award date Materials: Dedging Stone Placement Steel Sheet Pile Concrete Reinforcing Steel Concrete Culverts
Oct-24 CMP CNT 2 22,000 13,200 323 105 14 4 concrete culverts (need to estimate this and add to concrete quantities)
Oct-25 CMP CNT 3 PH1 440,000 1,650 3,274 1,173 155 48 DS, 55 (137ft) AASHTO Bridge Girders, 70000ft2 concrete bridge deck This contract is currently on hold
Feb-28 CMP CNT 3 PH2 300,000 7,857 2,816 373
Total CMP 762,000 14,850 11,454 4,094 542
17-Jun-27 RGDA 14000LF (60in DS), +2000CY, 50000 tons of stone protection
28-Nov-25 RPN CNT 1 30,000 CY of concrete, asphalt 28990 SY
19-Jul-24 RPN CNT 2 19,000 CY of concrete (110 DS 72 in, 90 DS 60in, bridge construction)
8-Jul-24 RPN CNT 3 1600 DS 72 in ERROR:#NAME?
17-Aug-26 RPN CNT 4 1200 DS 60 in
3-Jan-25 RPN CNT 5A 100 DS 72 in, 1000 tons of riprap
30-Jun-26 RPN CNT 5B 1000 DS 60 in
28-May-27 RPN CNT 6 1300 DS 60 in
30-Jun-27 RPN CNT 7 Evaluating braced steel sheet pile and ACBM bottom, Qtys need to be verified after the design is changed
Total RPN 0 0 0 0 0 0 0 0
Total 762,000 14,850 11,454 4,094 542 0 0 0
Contract Awards
2023 2024 2025 2026 2027 2028
CMP CNT 2 CMP CNT 3 PH1 RDLP CNT 3
FEATURES 2024 2025 2026 2027 2028 TOTAL
Dredging (CY) 22,000 440,000 300,000 762,000
Stone Placement (Tons) 13,200 1,650 14,850
Dredging (CY) 22,000 440,000 0 0 300,000 Steel Sheet Pile (Tons) 323 3,274 7,857 11,454
Stone Placement (Tons) 13,200 1,650 0 0 0 Concrete (CY) 105 1,173 2,816 4,094
Steel Sheet Pile (Tons) 323 3,274 0 0 7,857 Reinforcing Steel (Tons) 14 155 373 542
Concrete (CY) 105 1,173 0 0 2,816
Reinforcing Steel (Tons) 14 155 0 0 373
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
FEATURES CNT 2 CNT 3 PH1 CNT 3 PH2 TOTAL
Dredging (CY) 22,000 440,000 300,000 762,000
Stone Placement (Tons) 13,200 1,650 14,850
Steel Sheet Pile (Tons) 323 3,274 7,857 11,454
Concrete (CY) 105 1,173 2,816 4,094
Reinforcing Steel (Tons) 14 155 373 542
Main Materials (RPN3-RDLP1)
[yd3] [yd3] [yd3] [yd3] [Tons] [yd3] [Tons] [ft2]
Estimated award date Materials: Excavation Fill Stone Placement Soil Imp Sheet Piles Concrete Reinforcing Steel ACBM Concrete Culverts 1780000
Mar-25 RDLP CNT 1 2,328,000 1,000,000 210,000 271,000 2500 8000 1000 28000 4 concrete culverts (need to estimate this and add to concrete quantities) 772000
RDLP CNT 2 48 DS, 55 (137ft) AASHTO Bridge Girders, 70000ft2 concrete bridge deck This contract is currently on hold 160000
May-28 RDLP CNT 3 1,222,000 224,000 101,000
Total RDLP 3,550,000 1,224,000 311,000 271,000 2,500 8,000 1,000
17-Jun-27 RGDA 325,000 520,000 29,181 6,500 1300 14000LF (60in DS), +2000CY, 50000 tons of stone protection
28-Nov-25 RPN CNT 1 181,000 145,000 121,100 6,000 30,000 2,000 30,000 CY of concrete, asphalt 28990 SY
19-Jul-24 RPN CNT 2 119,000 4,801 700 1,608 19,000 7,000 19,000 CY of concrete (110 DS 72 in, 90 DS 60in, bridge construction)
1-Jun-26 RPN CNT 3 600,000 25,000 12,000 370 8,000 200,000 46,000 32,000 1600 DS 72 in ERROR:#NAME?
17-Aug-26 RPN CNT 4 70,000 3,500 83,000 4,000 304,000 1200 DS 60 in
3-Jan-25 RPN CNT 5A 9,000 5,000 584 636 14,000 3,505 34,000 100 DS 72 in, 1000 tons of riprap
30-Jun-26 RPN CNT 5B 76,000 1,400 14,000 52,000 2,250 102,000 1000 DS 60 in
28-May-27 RPN CNT 6 2,000,000 330,000 8,000 80,000 7,000 321,000 1300 DS 60 in
30-Jun-27 RPN CNT 7 300,000 100,000 3,200 75,000 2,000 Evaluating braced steel sheet pile and ACBM bottom, Qtys need to be verified after the design is changed
Total RPN 3,355,000 606,400 17,385 122,170 44,944 553,000 73,755 793,000
Total 7,230,000 2,350,400 357,566 393,170 47,444 567,500 76,055 821,000
Contract Awards
2023 2024 2025 2026 2027 2028
RDLP CNT 1 RPN CNT 3
FEATURES 2024 2025 2026 2027 2028 TOTAL FEATURES 2025 2026 TOTAL
Excavation (CY) 0 2,328,000 600,000 0 0 2,928,000 Excavation (CY) 2,328,000 600,000 2,928,000
Fill (CY) 0 1,000,000 25,000 0 0 1,025,000 Fill (CY) 1,000,000 25,000 1,025,000
Excavation (CY) 2,328,000 600,000 Stone Placement (CY) 0 210,000 0 0 210,000 Stone Placement (CY) 210,000 12,000 222,000
Fill (CY) 1,000,000 25,000 Soil Improvement (CY) 0 370 370 Soil Improvement (CY) 271,000 370 271,370
Stone Placement (CY) 210,000 12,000 Sheet Piles (Tons) 0 2,500 8,000 0 10,500 Sheet Piles (Tons) 2,500 8,000 10,500
Soil Improvement (CY) 271,000 370 Concrete (CY) 0 8,000 200,000 0 208,000 Concrete (CY) 8,000 200,000 208,000
Sheet Piles (Tons) 2,500 8,000 Reinforcing Steel (Tons) 0 1,000 46,000 0 47,000 Reinforcing Steel (Tons) 1,000 46,000 47,000
Concrete (CY) 8,000 200,000 ACBM (SQFT) 0 28,000 32,000 0 60,000 ACBM (SQFT) 28,000 32,000 60,000
Reinforcing Steel (Tons) 1,000 46,000
ACBM (SQFT) 28,000 32,000
FEATURES RPN RDLP RGDA TOTAL FEATURES RDLP CNT 1 RPN CNT 3 TOTAL
Excavation (CY) 3,355,000 3,550,000 325,000 7,230,000 Excavation (CY) 2,328,000 600,000 2,928,000
Fill (CY) 606,400 1,224,000 520,000 2,350,400 Fill (CY) 1,000,000 25,000 1,025,000
Stone Placement (CY) 17,385 311,000 29,181 357,566 Stone Placement (CY) 210,000 12,000 222,000
Soil Improvement (CY) 122,170 122,170 Soil Improvement (CY) 271,000 370 271,370
Sheet Piles (Tons) 44,944 2,500 47,444 Sheet Piles (Tons) 2,500 8,000 10,500
Concrete (CY) 553,000 8,000 6,500 567,500 Concrete (CY) 8,000 200,000 208,000
Reinforcing Steel (Tons) 73,755 1,000 1,300 76,055 Reinforcing Steel (Tons) 1,000 46,000 47,000
ACBM (SQFT) 793,000 793,000 ACBM (SQFT) 28,000 32,000 60,000
HEAVY EQUIPMENT
• Excavator
• Dredging Equipment
• Dozer
• Loader
• Backhoe loader
• Roller compactor
• Sheepsfoot roller
• Crane
• Water truck
• Dump truck (on-road and off-road)
• Generators
• Pumps
• Vibratory hammer
• Impact hammer
• Power unit
Note: This list is not all inclusive
SERVICES
Note: This list is not all inclusive
• QC Staff Personnel:
• Surveyors,
• Geotechnical and Structural Consultants,
• Scheduler,
• Environmental Monitoring (Puerto Rican Boa Monitor, Manatee
Observer, Environmental Compliance Inspections), etc.
• Safety Personnel
• Vibration Monitoring
• Material Testing
MATERIAL TESTING
Note: This list is not all inclusive of all the required tests
Aggregates C 33 - Standard Specification for Concrete
Aggregates C 88 - Soundness of Aggregates C 117 - Material Finer than 75 μm (No. 200)
Sieve C 127 - Density, Relative Density, and
Absorption of Coarse Aggregates C 128 - Density, Relative Density, and
Absorption of Fine Aggregates C 131 - Resistance to Degradation by Abrasion and Impact C 136 - Sieve Analysis of Aggregates C 535 - Resistance to Degradation of Large-Size
Coarse Aggregate C 566 - Total Moisture Content
Concrete C 39 - Compressive Strength of Cylindrical
Specimens C 143 - Slump C 231 - Air Content by Pressure C 1064 - Temperature of Concrete
Masonry C 109 - Compressive Strength of Cement Mortars Using Cube Specimens
Bituminous D 2726 - Bulk Specific Gravity and Density of Non- Absorptive Compacted Bituminous Mixtures D 2950 - Density of Bituminous Concrete in Place by Nuclear Methods D 6926 - Preparation of Bituminous Specimens Using Marshall Apparatus D 1074 - Compressive Strength of Bituminous Mixtures
Soils D 698 - Compaction Characteristics by Standard Effort D 1556 - Density & Unit Weight by Sand Cone D 1557 - Compaction Characteristics by Modified Effort D 2166 - Unconfined…
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