Industry Day_Slides CMP CNT 3.pdf

INDUSTRY DAY

CAÑO MARTIN PEÑA

ECOSYSTEM RESTORATION PROJECT

EVENT AGENDA

US Army Corps of Engineers Caribbean District 04 December 2024

Registration: 12:45 pm 1:00 pm – 2:30 pm

• Welcome Remarks

• How to submit questions

• Caño Martin Peña: Project Overview

• Contract 3: Phase 1

• Scope of Work/Design Information

• Construction Considerations/Testing Requirements

• Contracting Requirements

• Small Business Opportunities

• Procurement Integrated Enterprise Environment (PIEE) – APEX Accelerator 2:30 pm – 3:00 pm

• Question and Answer Session 3:00 pm– 4:30 pm

• Capability Briefings

04 December 2024 Afternoon Session: 1300 - 1630

Focus: Caño Martin Peña, Contract 3: Phase 1

AGENDA

QUESTION AND ANSWER SESSION

• 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

04 December 2024 1430 - 1500

• All questions to be submitted through ProjNet

• Deadline: 5:00 pm, AST on 13 December 2023

• The Solicitation Number is: W51DQV-25-R-0006

• The Bidder Inquiry Key is: W962NH-ARD6QD https://www.projnet.org/projnet/binKornHome/index.cfm

HOW TO SUBMIT QUESTIONS

SAM.GOV

• Please visit SAM.gov after Industry Day

• All presentations, questions and answers, and the attendance sheet will be posted

Notice ID: W51DQV-25-R-0006

CAÑO MARTIN PEÑA ECOSYSTEM RESTORATION PROJECT

CNT 3 PHASE 1 – INDUSTRY DAY

CARIBBEAN DISTRICT

4 DEC 2024

PROJECT LOCATION

San Juan Metropolitan Area

SAN JOSE

LAGOON

SAN JUAN BAY

BOCA DE

CANGREJOS

LA TORRECILLA

LAGOON

LOS COROZOS

LAGOON

CAÑO MARTIN PEÑA CHANNEL

The CAÑO MARTIN PEÑA (CMP) is a 3.5-mile-long tidal channel extending from San Juan Bay to the San José Lagoon.

It is an integral part of the San Juan Bay Estuary system.

ECOSYSTEM RESTORATION PROJECT

MINIMAL DEVELOPMENT ADJACENT TO CANAL (1930)

SPONSORS

Puerto Rico Department of Natural and Environmental Resources (DNER) and Corporación del Proyecto ENLACE del Caño Martín Peña.

AUTHORIZATION

• WRDA of 2007 authorized project for construction amount $150M

• Later amended by Section 402(e) of WRDA of 2020 cost $255M

• ENLACE prepared the Feasibility Report and EIS for the CMP-ERP dated

February 2016. ASA (CW) approved the report on 16 MAY 16, in effect authorizing the project for construction.

COST SHARE

AER (65% Fed/35% Non-Fed); Recreation features (50% Fed/50% Non-Fed).

PROJECT TYPE

Ecosystem Restoration

PROJECT COST DATA

Received Appropriations for Full Construction: $ 163.3M Under Bipartisan Infrastructure Law (BIL) The Non-Federal Sponsors’ matching share is $90.7M (includes LERRDs and cash contributions)

CAÑO MARTÍN PEÑA OVERVIEW

PURPOSE

The Caño Martín Peña Ecosystem Restoration Project (CMP) aims to re-establish the tidal connection between the San José Lagoon and the San Juan Bay (SJB), which would improve dissolved oxygen levels and salinity stratification, increase biodiversity by restoring fish habitat and benthic conditions, and improve the functional value of mangrove habitat within the San Juan Bay Estuary.

CAÑO MARTÍN PEÑA OVERALL IMPLEMENTATION

LUIS

MUÑOZ

RIVERA

BRIDGE

TREN

URBANO

BRIDGE

Martin Pena

BRIDGE

CONTRACT 1|VEGETATION REMOVAL

CONTRACTS

STATUS: Awarded Sep 2024, $14.7M.

Construction start Dec 2024. Expect completion in Oct 2026

SCOPE

Excavation of ~ 25K CY of material from the western end of the channel Construction of a 115-foot-wide by

6.5-foot-deep channel located at western bridges.

Installation of riprap at the channel bottom and the side slopes to prevent scour Steel sheet pile walls will be installed at the eastern end

CONTRACT 3 | CHANNEL EXCAVATION / STABILIZATION

PROJECT IMPLEMENTATION, FEATURES, AND MAP

SOLID WASTE REMOVAL CONTRACT

STATUS: Completed Oct 2023, $2.3M, 15K Tons removed + Modification for additional 3.8K Tons ($600K).

STATUS: Completed June 2023, $3,4M, 36 acres vegetation removed.

CONTRACT 2 | WESTERN BRIDGES SCOUR

PROTECTION. Martín Peña, Tren Urbano, and Luis Muñoz Rivera

STATUS: Phase 1 & Phase 2 Contracts award anticipated in Sep 2025 and Jan 2028, respectively

SCOPE

1.8 miles channel dredging 2 miles access channel dredging from staging area to eastern end of CMP Bank stabilization to include sheet pile Barbosa Bridge scour protection ~ 35 acres Mangrove/wetland restoration for entire channel Recreation features

Contract 2

Contract 3: Phase 1

Contract 3: Phase 2

BARBOSA

BRIDGE

Barbosa

BRIDGE

CAÑO MARTIN PEÑA ECOSYSTEM RESTORATION PROJECT

CNT 3 PHASE 1

Jorge A. Rivera-Cruz, PhD, PE Engineering Technical Lead

*Designed by: AECOM-Black & Veatch Civil Works JV

CONTRACT 3 PHASE 1 OVERVIEW

• Material Management Area (MMA) / Staging Site Development (CDRC)

• San Jose Lagoon Disposal Pits Preparation

• Access Channel Preparation

Moscoso Bridge Protection

• Transition Channel Improvements from main channel to access channel

• Main Channel Improvements from Barbosa Bridge to transition channel

Sheet Pile Installation

Barbosa Bridge Scour Protection

Barbosa

BRIDGE

SJ1

SJ2

SJ4/5

SJ3

Access Channel

Transition Channel

MMA

Disposal Pits Main Channel

12CONTRACT 3 PHASE 1 FEATURES

MATERIAL MANAGEMENT AREA / STAGING AREA

Features:

• Access Road

• Concrete Dock (29.2 x 25.9 m)

• Concrete Ramp

Dock

Boat ramp

MMA

(6-8 acres)

Access road extension ~400 m

Ciudad Deportiva Roberto Clemente (CDRC)

12 m

Precast Concrete Pile

Concrete Slab

Fender System

13CONTRACT 3 PHASE 1

SAN JOSE LAGOON DISPOSAL PITS

• Disposal of dredged material (sediment)

• SJ1 Pit will be dredged to a bottom elevation of -9.1 m (total capacity ~ 350K cubic meters)

• Dredged material from SJ1 will be disposed directly (no screening needed) into

SJ2/3/4/5

• SJ1 will be capped by 61 cm of clean sand during Phase 2

SJ1

SJ2

SJ4/5

SJ3

SJ1

SJ2

SJ3

SJ4/5

Disposal Pits

14CONTRACT 3 PHASE 1

ACCESS CHANNEL

• Dimensions (trapezoidal) 3000 meters long

15.2 meters bottom width

1.8 meters depth 3:1 side slopes Moscoso Bridge will be protected

• Anticipated minimum dredging ~ 10K cubic meters

• Dredged material will be disposed directly into pits

(no screening needed)

SJ1

Access Channel

Typical Cross Section

7.6 m 7.6 m

EL -1.8 m

Bathymetry

15CONTRACT 3 PHASE 1

MOSCOSO BRIDGE PROTECTION

• 8.7 meters clearance at the access channel cross point

• 30.1 meters span length

• Piers will be protected by means of fenders

15 m precast concrete pile composite lumber

16CONTRACT 3 PHASE 1

TRANSITION CHANNEL

• Dimensions (trapezoidal) 450 meters long channel

3.1 meters depth

30.5 meters bottom width 3:1 slope

• Estimated dredged volume ~ 34K cubic meters

• Dredged material will be disposed directly into SJ1 pit (no screening needed)

Typical Cross Section

15.25 m 15.25 m

EL -3.1 m

17CONTRACT 3 PHASE 1

MAIN CHANNEL

• Dredging of 1,000 meters long channel

• Rectangular cross section (30.5 x 3.1 m)

• Steel sheet pile channel walls with concrete cap (12 m)

• Estimated dredged volume ~ 103K cubic meters

• Expected higher trash and debris. Separation of solid waste from sediments will be performed by a metal sieve.

• After screening and removal of solid waste, the remaining dredged material will be transported by shallow-draft barges and bottom dumped in a controlled manner at SJ1 disposal pit.

• The solid waste will be transported to the MMA, and then, trucks will haul material to an approve landfill.

Main Channel

CONTRACT 3 PHASE 1

CHANNEL WALLS

• Approximately 1,000 meters long channel

• Rectangular cross section (30.5 x 3.1 m)

19CONTRACT 3 PHASE 1

BARBOSA BRIDGE SCOUR PROTECTION

• Dimensions (trapezoidal) 61 meters length

3.1 meters depth

30.5 meters bottom width 3:1 slope riprap size: 0.51 meters

CONSTRUCTION CONSIDERATIONS

Limited access: Most of the access routes are local roads (narrow streets) with adjacent residential structures vulnerable to damages

Construction on the wet: Diversion of the channel won't be allowed

Activities below Barbosa and Moscoso Bridges: Low vertical clearance

Higher solid waste: Percentage of solid waste (garbage, debris) could be higher than the percentage assumed during design

Dredged material management: Material management must comply with the Water Quality Certificate, state and federal laws.

Water quality in the SJL: turbidity control, controlled placement of the sediments into the pits to limit the release of grey waters.

Water releases from the MMA : Water returning into water of the US must be tested and comply with the Water Quality Certificate before release

Community Outreach: Working in CMP area requires extensive coordination with ENLACE (NFS) and the G-8 due to the proximity of residential structures and dense population

CAÑO MARTIN PEÑA - CNT 3 PHASE 1

Jorge Ayala-Burgos, PE Construction Division

ESTIMATED QUANTITIES FOR MAIN SUPPLY NEEDS

Barbosa

BRIDGE

SJ1

SJ2

SJ4/5

SJ3

Note: Implementation contracts are at different stages in the design process.

Estimated quantities developed with the latest available design data.

Subject to change.

FEATURES CNT 3 PH1

Dredging (CY) 569,000 Stone Placement (Tons) 12,300 Steel Sheet Pile (Tons) 3,274 Concrete (CY) 1,100 Reinforcing Steel (Tons) 200 Prestressed Concrete Piles 309

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 Prestressed Concrete Piles 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 569,000 12,300 3,274 1,100 200 309 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 891,000 25,500 11,454 4,021 587

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 891,000 25,500 11,454 4,021 587 309 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) 22,000 569,000 300,000 891,000

Stone Placement (Tons) 13,200 12,300 25,500

Dredging (CY) 22,000 569,000 0 0 300,000 Steel Sheet Pile (Tons) 323 3,274 7,857 11,454

Stone Placement (Tons) 13,200 12,300 0 0 0 Concrete (CY) 105 1,100 2,816 4,021

Steel Sheet Pile (Tons) 323 3,274 0 0 7,857 Reinforcing Steel (Tons) 14 200 373 587

Concrete (CY) 105 1,100 0 0 2,816

Reinforcing Steel (Tons) 14 200 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 FEATURES CNT 3 PH1

Dredging (CY) 22,000 569,000 300,000 891,000 Dredging (CY) 569,000

Stone Placement (Tons) 13,200 12,300 25,500 Stone Placement (Tons) 12,300

Steel Sheet Pile (Tons) 323 3,274 7,857 11,454 Steel Sheet Pile (Tons) 3,274

Concrete (CY) 105 1,100 2,816 4,021 Concrete (CY) 1,100

Reinforcing Steel (Tons) 14 200 373 587 Reinforcing Steel (Tons) 200

Prestressed Concrete Piles 309 Prestressed Concrete Piles 309

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

Barbosa

BRIDGE

SJ1

SJ2

SJ4/5

SJ3

Note: This list is not all inclusive

• Excavator

• Dredging Equipment

• Dozer

• Loader

• Backhoe loader

• Roller compactor

• Crane

• Water truck

• Dump truck (on-road and off-road)

• Generators

• Pumps

• Vibratory hammer

• Impact hammer

• Power unit

SERVICES

Barbosa

BRIDGE

SJ1

SJ2

SJ4/5

SJ3

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

Barbosa

BRIDGE

SJ1

SJ2

SJ4/5

SJ3

Note: This list is not all inclusive of all 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

Environmental Testing for Landfill Disposal

CAÑO MARTIN PEÑA

ECOSYSTEM RESTORATION

PROJECT

Samuela Adams Contract Specialist

Katrina Chapman Contracting Officer

File Name

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 PUERTO RICO

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 proposal/bid must be received by the Government no later than the date/time specified in the solicitation and cited above. Offerors shall submit their proposal/bid using the following link:

ohttps://piee.eb.mil/

DOING BUSINESS WITH

CARIBBEAN DISTRICT PUERTO RICO

https://piee.eb.mil/

• Solicitation Number will be W51DQV25R0006

• 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 31 March 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

• Type of contract: Firm-fixed-price

• Acquisition Method: To Be Determined

• Acquisitions will be in accordance with (IAW) Procedures established in one of the following and their supplements:

• FAR Part 14 – Invitation for Bid (IFB) or

• FAR Part 15 – Request for Proposals (RFP) and/or

15.002 Types of negotiated acquisition.

(a) Sole source acquisitions. When contracting in a sole source environment, the request for proposals (RFP) should be tailored to remove unnecessary information and requirements; e.g., evaluation criteria and voluminous proposal preparation instructions.

(b) Competitive acquisitions. When contracting in a competitive environment, the procedures of this part are intended to minimize the complexity of the solicitation, the evaluation, and the source selection decision, while maintaining a process designed to foster an impartial and comprehensive evaluation of offerors’ proposals, leading to selection of the proposal representing the best value to the Government (see 2.101).

– 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

ACQUISITION APPROACH

RESOURCES 33

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.

37SMALL 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.

SUBCONTRACTING OPPORTUNITIES

o Trucking and hauling o Sheet pile, anchor installation, pile driving o Drilled shaft construction o Reinforcing steel o Structural and nonstructural concrete o Utilities Relocation - electrical, telecommunications, sewer, and potable water related work o ACBM installation o Soil improvement o Embankment and levee construction o Sod and hydroseeding o Suppliers - concrete, asphalt, aggregates, stone, steel, precast concrete, ACBM, etc o Services: surveyor, geotechnical and structural consultants, material testing, environmental monitoring, etc.

Note: This list is not all inclusive of potential sub-contracting opportunities

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