0-IndustryDay_RDLP-NCSA_Slides.pdf
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This is a slide deck for an Industry Day presentation scheduled for December 4, 2024, regarding the Rio de La Plata Flood Control Project's North Coast Super-Aqueduct Relocation in Dorado and Toa Baja, Puerto Rico, hosted by the US Army Corps of Engineers Caribbean District.
The project involves relocating approximately 1,000 feet of the 72-inch diameter North Coast Super-Aqueduct (NCSA) waterline that supplies potable water from Arecibo to San Juan. Key technical requirements include installing temporary 48-inch diameter HDPE bypass pipes, parallel sheet pile systems, and corrosion protection systems. The estimated contract value is $25M-$100M with a 12-24 month period of performance. The solicitation number is W51DQV25R0005, with NAICS code 237990 and a small business size standard of $45M. Questions must be submitted through ProjNet by December 13, 2023, using Bidder Inquiry Key EGHXFQ-3E5DRK. The anticipated solicitation date is April 2025, with award expected by September 30, 2025. The procurement will use FAR Part 15 procedures with a best-value tradeoff approach. Major quantities include 112,900 CY of excavation, 3,900 tons of sheet piles, 4,500 CY of concrete, and 1,000 feet of welded steel pipe.
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| File | Type | Posted |
|---|---|---|
| RDLP NCSA Industry Day Sign in.pdf | ||
| RDLP_Capability Briefing Schedule.pdf |
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INDUSTRY DAY
RIO DE LA PLATA PROJECT
NORTH COAST SUPER-AQUEDUCT RELOCATION
US Army Corps of Engineers Caribbean District 4 December 2024
Registration: 8:00 am 8:30 am – 10:00 am
• Welcome Remarks
• How to submit questions
• Rio de La Plata: Project Overview
• North Coast Super-Aqueduct Relocation
• Scope of Work
• Design Information
• Construction Considerations
• Testing Requirements
• Contracting Requirements & Acquisition Timeline
• Small Business Opportunities
• Procurement Integrated Enterprise Environment (PIEE) – APEX Accelerator 10:00 am – 10:30 am
• Question and Answer Session 10:30 am – 12:00 pm
• Capability Briefings
4 December 2024 Morning Session: 0830 – 1200
Focus: Rio de La Plata North Coast Super-Aqueduct Relocation
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
4 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
• The Solicitation Number is: W51DQV-25-R-0002
• The Bidder Inquiry Key is: EGHXFQ-3E5DRK https://www.projnet.org/projnet/binKornHome/index.cfm
RIO DE LA PLATA
CARIBBEAN DISTRICT
5 DECEMBER 2024
Emily Rivera, P.E.
LOCATION
Rio Grande de Arecibo
Rio de La Plata
Rio Puerto Nuevo
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
North Coast Super-Aqueduct Relocation
Corey Weaver, P.E.
Engineering Technical Lead Dam Safety Modification Center
*Designed by Stantec Tetra Tech JV II
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 SUPER-AQUEDUCT RELOCATION
GENERAL INFORMATION:
• Existing water line is Prestressed Concrete Cylinder Pipe (PCCP)
• Owned by PRASA and supplies water to over 600,000 people from Arecibo to San Juan
• Must remain operational during relocation requiring:
• Wet tapping
• Temporary bypass
• Coordination with PRASA
RELOCATION PROJECT FEATURES:
• Relocate approx. 1,000 feet of 72-inch diameter potable water line below new channel
• 72-inch diameter Welded Steel Pipe (WSP)
• Parallel Sheet Pile System
• Two, 48-inch diameter HDPE Temporary Bypass pipes
• Corrosion protection system
• Material Management Area for excess excavated material
ESTIMATED CONTRACT INFORMATION:
• Magnitude of Construction: $25M to $100M
• Period of Performance: 12 to 24 months
Concrete Filled Pipe Piles
Corrosion Protection System
Material Management Area:
• FP-2 South, located between PR-165 and PR-854 approximately 1.25 miles northeast of the Project Area
• Available for excess excavated soil materials
FP-2
South
CONSTRUCTION CONSIDERATIONS
• Condition assessment of existing NCSA pipeline
• Vibration control and monitoring
• Coordination with PRASA
• Release of water from La Plata Dam may impact construction activities. High water events on La Plata River are short in duration.
• Strict shutdown restrictions
• Inspection and testing
PRASA Repair Kit
• Contractor will be required to have on site prior to commencing construction activities
• The Contractor will be required to load the repair kit at PRASA's facilities (approx.
23km/14mi) and deliver and unload the repair kit to the project construction site. Will be returned if unused.
• Perform condition assessment and required testing prior to use
• Coordinate with PRASA to fully comprehend installation procedures
CONSTRUCTION CONSIDERATIONS
RIO DE LA PLATA
NORTH COAST SUPER-AQUEDUCT
File Name
Jorge Ayala, P.E.
Construction Division
ESTIMATED QUANTITIES FOR MAIN SUPPLY NEEDS
Note: Estimated quantities developed with the latest available design data. Subject to change.
FEATURES RDLP NCSA
Excavation (CY) 112,900 Control Low Strength Material (CY) 2,900 Sand Backfill (CY) 8,300 Select Backfill (CY) 45,900 Sheet Piles (Tons) 3,900 Concrete (CY) 4,500 Reinforcing Steel (Tons) 50 72-Inch Welded Steel Pipe (FT) 1,000 48-Inch Steel Bypass Pipe (FT) 1,670
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 NCSA 112,875 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 7,342,875 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
Main Materials (RDLP NCSA)
[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 [yd3] [yd3] [yd3] [yd3] [Tons] [yd3] [Tons] [ft] [ft]
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 Materials: Excavation (CY) CLSM Sand Backfill (CY) Select Backfill (CY) Sheet Piles (Tons) Concrete (CY) Reinforcing Steel (Tons) 72-Inch Welded Steel Pipe (FT) 48-Inch Steel Bypass Pipe (FT)
RDLP NCSA 112,875 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 RDLP NCSA 112,875 2,894 8,279 45,857 3,900 4,500 50 1,000 1,670
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 Total RDLP 0 0 0 0 0 0 0
RGDA
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) RPN CNT 1
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? RPN CNT 2
17-Aug-26 RPN CNT 4 70,000 3,500 83,000 4,000 304,000 1200 DS 60 in RPN CNT 3
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 RPN CNT 4
30-Jun-26 RPN CNT 5B 76,000 1,400 14,000 52,000 2,250 102,000 1000 DS 60 in RPN CNT 5A
28-May-27 RPN CNT 6 2,000,000 330,000 8,000 80,000 7,000 321,000 1300 DS 60 in RPN CNT 5B
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 RPN CNT 6
Total RPN 3,355,000 606,400 17,385 122,170 44,944 553,000 73,755 793,000 RPN CNT 7
Total 7,342,875 2,350,400 357,566 393,170 47,444 567,500 76,055 821,000
Contract Awards NCSA
2023 2024 2025 2026 2027 2028 FEATURES RDLP NCSA TOTAL
RDLP CNT 1 RPN CNT 3 Excavation (CY) 112,900 112,900
FEATURES 2024 2025 2026 2027 2028 TOTAL FEATURES 2025 2026 TOTAL Control Low Strength Material (CY) 2,900 2,900
Excavation (CY) 0 2,328,000 600,000 0 0 2,928,000 Excavation (CY) 2,328,000 600,000 2,928,000 Sand Backfill (CY) 8,300 8,300
Fill (CY) 0 1,000,000 25,000 0 0 1,025,000 Fill (CY) 1,000,000 25,000 1,025,000 Select Backfill (CY) 45,900 45,900
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 Sheet Piles (Tons) 3,900 3,900
Fill (CY) 1,000,000 25,000 Soil Improvement (CY) 0 370 370 Soil Improvement (CY) 271,000 370 271,370 Concrete (CY) 4,500 4,500
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 Reinforcing Steel (Tons) 50 50
72-Inch Welded Steel Pipe (FT) 1,000 1,000
Soil Improvement (CY) 271,000 370 Concrete (CY) 0 8,000 200,000 0 208,000 Concrete (CY) 8,000 200,000 208,000 48-Inch Steel Bypass Pipe (FT) 1,670 1,670
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 FEATURES RDLP NCSA TOTAL
ACBM (SQFT) 28,000 32,000 Excavation (CY) 112,900 112,900
FEATURES RPN RDLP RGDA TOTAL FEATURES RDLP CNT 1 RPN CNT 3 TOTAL Control Low Strength Material (CY) 2,900 2,900
Excavation (CY) 3,355,000 3,550,000 325,000 7,230,000 Excavation (CY) 2,328,000 600,000 2,928,000 Sand Backfill (CY) 8,300 8,300
Fill (CY) 606,400 1,224,000 520,000 2,350,400 Fill (CY) 1,000,000 25,000 1,025,000 Select Backfill (CY) 45,900 45,900
Stone Placement (CY) 17,385 311,000 29,181 357,566 Stone Placement (CY) 210,000 12,000 222,000 Sheet Piles (Tons) TBD TBD
Soil Improvement (CY) 122,170 122,170 Soil Improvement (CY) 271,000 370 271,370 Concrete (CY) TBD TBD
Sheet Piles (Tons) 44,944 2,500 47,444 Sheet Piles (Tons) 2,500 8,000 10,500 Reinforcing Steel (Tons) TBD TBD
Concrete (CY) 553,000 8,000 6,500 567,500 Concrete (CY) 8,000 200,000 208,000 72-Inch Welded Steel Pipe (FT) 980 980
Reinforcing Steel (Tons) 73,755 1,000 1,300 76,055 Reinforcing Steel (Tons) 1,000 46,000 47,000 48-Inch Steel Bypass Pipe (FT) 1,670 1,670
ACBM (SQFT) 793,000 793,000 ACBM (SQFT) 28,000 32,000 60,000
HEAVY EQUIPMENT
• Excavator
• 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
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 Compressive Strength D 2216 - Water Content D 2487 - Classification of Soils D 4253 - Maximum Index Density by Vibratory Table D 4254 - Minimum Index Density D 4318 - Liquid Limit, Plastic Limit, and Plasticity Index D 6938 - Density and Water Content by Nuclear Methods
CONTRACTING INFORMATION
•System for Award Management (SAM) - the Official U.S. Government System for contract opportunities. Every contract announcement is posted in the SAM.gov website. To receive an award with us you must be registered in
SAM.
•Federal Acquisition Regulations System (FAR 1.101) - is established for the codification and publication of uniform policies and procedures for acquisition by all executive agencies.
oThe Federal Acquisition Regulations System consists of the Federal Acquisition Regulation (FAR), which is the primary document, and agency acquisition regulations that implement or supplement the FAR.
ohttps://www.acquisition.gov/browse/index/far
DOING BUSINESS WITH
CARIBBEAN DISTRICT
https://www.acquisition.gov/browse/index/far
•Procurement Integrated Enterprise Environment (PIEE), (Cont.)
oThe only authorized transmission method of proposals in response to the subject solicitation is electronically via the Procurement Integrated Enterprise Environment (PIEE) website. No other transmission methods, such as email, facsimile, hand-carried, proprietary or DOD SAFE submissions, proposals submitted by mail, etc. will be accepted. Offers submitted via any other transmission method other than the Procurement Integrated Enterprise Environment (PIEE) website will not be evaluated.
oThe Offeror’s bid/proposal must be received by the Government no later than the date/time specified in the solicitation and cited above. Offerors shall submit their bid using the following link:
ohttps://piee.eb.mil/
DOING BUSINESS WITH
CARIBBEAN DISTRICT
https://piee.eb.mil/
• Solicitation Number: W51DQV25R0005
• Applicable North American Industry Classification System (NAICS) code is 237990, Heavy and Civil Engineering Construction
• The Small Business Size Standard for NAICS 237990, Heavy and Civil Engineering Construction, is $45.0 million.
• Current Range of Magnitude: $25M - $100M
• Anticipated Solicitation Date is April 2025
• Anticipated Award Date is NLT 30 September 2025
• Executive Order on Use of Project Labor Agreements for Federal Construction Projects, issued on February 4, 2022, DOES NOT apply to US territories (American Samoa, Guam, Puerto Rico, the Northern Mariana Islands, and the U.S. Virgin Islands)
• Subcontracting Plan is required from Other than Small Business Firms (FAR Part 19)
PROJECT GENERAL INFORMATION
ACQUISITION APPROACH
• Competition will be promoted, and competitive acquisitions utilized in accordance with (IAW) Procedures established in the FAR
• FAR Part 15 – Request for Proposals (RFP). Best value obtained in negotiated acquisitions by using any one or a combination of source selection approaches, or
• Other procedures established in the FAR or supplements pertinent to the requirement.
o Type of contract: Firm-Fix-Price
•FAR Part 15 – Contracting by Negotiation o Source Selection Approach:
Tradeoff Process (FAR 15.101-1) - This process permits the tradeoff amongst cost or price and non-cost factors and allows the Government to accept other than the lowest priced proposal or the highest technically rated proposal.
Note: Solicitation will state the relative importance of all non-priced factors, and their combined relative importance as they relate to price.
– Other Important References
Defense Federal Acquisition Regulation Supplement (DFARS)
Army Federal Acquisition Regulation Supplement (AFARS) Part 5115.000
DoD Source Selection Procedures
Army Source Selection Supplement (AS3), Appendix AA
RESOURCES
Looking for Opportunities in All the Right Places
• Puerto Rico Federal Contracting Center -is a division of the Puerto Rico Department of Commerce focused to assist local business sell their goods and services to the federal government.
o https://www.federalcontractingpr.com
• Dynamic Small Business Search (DSBS)
- is a database where Small Business firms keep a profile current with bonding, past performance, and capabilities.
o http://dsbs.sba.gov/dsbs/search/dsp_d sbs.cfm https://www.federalcontractingpr.com/ http://dsbs.sba.gov/dsbs/search/dsp_dsbs.cfm http://dsbs.sba.gov/dsbs/search/dsp_dsbs.cfm
SMALL BUSINESS PROGRAM
Mariano Torres Feliciano Office Of Small Business Programs
OFFICE OF SMALL
BUSINESS PROGRAMS
MARIANO TORRES FELICIANO
CHIEF, OFFICE OF SMALL BUSINESS
PROGRAMS
USACE, CARIBBEAN DISTRICT
DATE: NOVEMBER 2024
Working Today to Build a Better Tomorrow
OFFICE OF SMALL BUSINESS PROGRAMS
MISSION: USACE Office of Small Business leads the organization to fully utilize small businesses, to deliver the USACE mission.
VISION: Expand the USACE Office of Small Business and community, Commit to add value to all projects and communicate outcomes & Maximize innovation to lead the small business program into the future.
35SMALL BUSINESS’ ROLES DURING THE
CONTRACTING PROCESS
Pre-Solicitation: Attend planning meeting as the requirement is developed. Once the projects is clearly defined, assist in market research to identify potential work for small businesses. After market research is completed, assist in developing the acquisition strategy.
Solicitation-Award: Asist in the development of the solicitation and source selection plan (if required).
Ensure the solicitation contains proper small business clauses required by the regulations and policies. During award, assist in evaluating bids or proposals and subcontracting plans. Also, take lead to resolve protests concerning small business-related issues.
Post Award: Monitor the performance of small business contractors and evaluate how well large businesses comply with subcontracting requirements.
PROCUREMENT ASSISTANCE
SBA Resources
• Business Opportunity Specialist
• Procurement Center Representative
Marketing Resources
• Contract Opportunities on SAM.gov
• Contract Data on SAM.gov
• System for Award Management
• Dynamic Small Business Search System
• Subcontracting Networking System
(SubNet)
Other Resources
• USASpending
• GSA Subcontracting Directory
• DoD Prime Contracting Directory https://beta.sam.gov/ https://beta.sam.gov/ https://beta.sam.gov/ http://web.sba.gov/pro-net/search/dsp_dsbs.cfm https://eweb1.sba.gov/subnet/client/dsp_Landing.cfm https://www.usaspending.gov/ https://www.gsa.gov/small-business/find-and-pursue-government-contracts/seek-opportunities/subcontracting-directory-for-small-businesses https://business.defense.gov/
PROCUREMENT ASSISTANCE
Jezebel Rodriguez Procurement Center Representative Puerto Rico and US Virgin
Islands
Pedro Acevedo Puerto Rico Accelerator Director
Mariano Torres Feliciano Chief Small Business Programs
USACE, Caribbean District Fundación Angel Ramos, Annex Building
2nd Floor, Suite 202 383 Franklin D. Roosevelt Ave.
San Juan, PR 00918 Mobile: 787-220-0225
SB Email: saa-sb@usace.army.mil
CONTACT INFORMATION
mailto:SAJ-SB@usace.army.mil
| INDUSTRY DAY��RIO DE LA PLATA PROJECT�North Coast Super-Aqueduct Relocation |
| AGENDA |
| QUESTION and ANSWER SESSION |
| HOW TO SUBMIT QUESTIONS |
| Rio de la plata |
| location |
| Rdlp overview |
| Rio de la plata |
| RIO DE LA PLATA |
| RDLP SUPER-AQUEDUCT RELOCATION |
| Rdlp SUPER-AQUEDUCT RELOCATION |
| Rdlp SUPER-AQUEDUCT RELOCATION |
| Rdlp SUPER-AQUEDUCT RELOCATION |
| Rdlp SUPER-AQUEDUCT RELOCATION |
| Rdlp SUPER-AQUEDUCT RELOCATION |
| Rdlp SUPER-AQUEDUCT RELOCATION |
| RDLP SUPER-AQUEDUCT RELOCATION |
| RDLP SUPER-AQUEDUCT RELOCATION |
| Construction considerations |
| Estimated Quantities for Main Supply Needs |
| Heavy equipment |
| services |
| MATERIAL TESTING |
| Contracting information |
| Doing Business with �Caribbean District |
| Doing Business with �CARIBBEAN DISTRICT |
| Project General Information |
| Acquisition approach |
| ACQUISITION APPROACH |
| ACQUISITION APPROACH |
| resources |
| Small business program |
| Office of Small Business Programs |
| Office of Small Business Programs |
| Small Business’ Roles During The Contracting process |
| PROCUREMENT ASSISTANCE |
| PROCUREMENT ASSISTANCE |
| Slide Number 38 |
| AGENDA |
File details come from the government source that posted it. Updated .