Jan 10, 2026
This report presents the technical progress, site observations, stakeholder engagements, and major challenges recorded under the ongoing coastal protection activities within the Anomabu–Egyaa–Biriwa–Abandze coastal stretch during the 2025 reporting period. The works fall under the Government of Ghana’s programme to safeguard vulnerable coastal communities from persistent shoreline erosion, infrastructure loss, and socioeconomic disruption.
PROJECT OVERVIEW
Coastal protection interventions within the zone include construction of armour rock revetments, groynes, breakwaters, and associated site preparation works. The primary objectives are to stabilize eroding shorelines, protect critical infrastructure, and preserve livelihoods such as fishing and small-scale commerce.
3.0 PROGRESS OF WORKS
3.1 Anomabu Coastal Protection Project (Egyaa Extension)
3.1.1 Field Activities – February 6
• Armour rock revetment base laid to an elevation of 2.5 m at Chainage 0.074.
• Access created to the beachfront to facilitate truck movement and armour rock stockpiling.
3.1.2 Monitoring Visit – February 5–6 (Biriwa Community)
• Engagement with traditional leadership recorded significant concerns regarding accelerated coastal erosion.
• The chiefs requested the construction of two additional breakwaters as part of long-term shoreline stabilisation.
• The Authority assured stakeholders that ongoing coastal modelling and shoreline studies would guide the suitability of proposed structures.
• Additional revetment works completed up to 2.5 m elevation over a 74 m stretch.
3.2 Existing Coastal Structures (Legacy Works)
A summary of prior completed or ongoing structures within the project zone is as follows:
• Armour rock revetment: 2,380 m long, constructed to an elevation of 5.0 m.
• Groynes: Five (5) completed; construction of slopes for three (3) groynes ongoing.
• Breakwater structure: Base constructed to a length of 147 m at an elevation of 2.50 m.
3.3 Management Site Visit – May 2–3
Observations indicated steady progress in mobilization and early-stage works at Egyaa, including:
• Provision and maintenance of access roads to the site.
• Establishment of site office, camp facilities, washrooms, and repair/support structures.
• Submission of design documentation to the supervising team.
• Construction of armour rock revetment base covering 550 m length.
3.4 Contractor Communication – April 7
The contractor reported a request from the Estiwaa Fishermen Association, seeking an expansion of the existing wharf to enhance safety and reduce risks to lives and fishing assets. This request has been noted for technical review and potential integration into future scope adjustments.
3.5 Community Engagement – July 8–9 During another field mission:
• Community stakeholders proposed converting Groyne 3 into a breakwater, citing improved wave attenuation benefits.
• The proposal has been forwarded for coastal modelling review to evaluate structural, hydraulic, and longshore sediment transport implications.
3.6 Additional Works at Anomabu
• The site experienced minimal progress during the latter months of the reporting year, attributed to delayed funding releases.
• The revetment base at Egyaa No. 3 currently stands at 0.6 m in height, pending further construction.
4.0 ABANDZE COASTAL ZONE STATUS
Construction activities remain suspended due to community resistance.
• Residents continue to demand that the originally proposed groyne be replaced with a breakwater, which they believe offers stronger protection against severe erosion.
• Stakeholder consultations will continue to ensure alignment between engineering designs and community expectations while maintaining structural sustainability.
5.0 STAKEHOLDER & COMMUNITY ENGAGEMENT SUMMARY
Engagements were conducted with community leaders, fishermen associations, and local government representatives across Anomabu, Biriwa, Egyaa, and Abandze. Key outcomes include:
• Heightened public awareness of ongoing interventions.
• Requests for additional breakwaters, wharf expansion, and modification of existing design components.
• Improved coordination between the Authority, contractor, and beneficiary communities.
6.0 CHALLENGES 6.1 Technical Challenges
• Delays in armour rock supply at certain chainages.
• Limited access routes requiring frequent maintenance to support heavy vehicular traffic.
6.2 Financial Challenges
• Delayed payments significantly slowed progress, particularly at Anomabu–Egyaa No. 3.
6.3 Social Challenges
• Community resistance at Abandze is affecting work continuity.
• Requests for non-designed structures requiring additional modelling and scope review.
The 2025 reporting period demonstrated moderate progress across the Anomabu–Egyaa coastal protection corridor, with notable achievements in revetment base construction, community engagement, and ongoing legacy structure performance. Challenges related to funding delays and community resistance remain critical factors influencing project timelines. Strategic stakeholder communication, sustained financing, and technical assessments of requested interventions (such as breakwaters and wharf expansion) will be key to ensuring project continuity into the following year.
Photolog:
Jan 10, 2026
This technical report presents a chronological account of key technical submissions, stakeholder engagements, site visits, construction progress, and inspection outcomes related to the construction of the bridge over the Susu Lagoon. The report covers activities undertaken between January and June 2025, highlighting the technical status of the works in relation to approved designs and specifications.
Submission of Technical Documents
On 23 January 2025, Defaz Engineering Limited formally submitted key technical documents to the Hydrological Authority (HYDRO) for review and records. The submissions included the geotechnical investigation report, hydrologic and hydraulic analysis report, static calculations, as well as bridge foundation plans and sectional drawings. These documents formed the basis for validating the structural integrity and hydraulic adequacy of the proposed bridge works.
Community Appeal and Institutional Response
Following concerns raised by the local community, HYDRO officially wrote to the contractor on 29 January 2025, acknowledging and accepting the community’s appeal for the construction of the bridge over the Susu Lagoon. This intervention was aimed at addressing access challenges and improving connectivity within the community.
Drawing Updates and January Site Activities
On 05 February 2025, the contractor submitted updated drawings to reflect required revisions. A site visit was also undertaken as part of the January Monthly Progress Report. During this period, keys to the newly constructed market facility were officially handed over to the Coordinating Director of the Keta East Municipal Assembly (KEEMA). However, construction activities experienced delays as the community insisted on the provision of a new bridge before permitting the contractor’s crane to pass through the community. This restriction temporarily delayed the commencement of bridge construction works over the Susu Lagoon.
Measurement and Near Completion Status
A measurement exercise conducted on 10 April 2025 indicated that the works were approximately 99% complete. At this stage, maintenance activities were ongoing for approved additional works, which included the construction of associated installations, provision of access to the fish market from the bridge, and additional riverbank protection measures to enhance durability and safety.
June Site Inspection and Structural Assessment
A comprehensive site visit was conducted on 08 June 2025 to assess the structural and construction status of the bridge works. Observations from the inspection confirmed that all piers had been successfully constructed and aligned with the approved structural design requirements. All prefabricated concrete slabs had been fixed in their designated positions, and the laying of the concrete slab on the bridge deck had been completed.
Additionally, abutment bases on both the right and left sides of the bridge had been cast and subsequently backfilled with lateritic material to ensure stability. The construction of headwalls was also completed in accordance with the project specifications. During the inspection, the contractor was instructed to proceed with the remaining works on Groynes Nos. 2–5, with specific emphasis on reinforcing and repairing the head sections to ensure compliance with design and coastal protection requirements.
Based on site inspections and progress assessments, the Susu Lagoon Bridge Project has largely achieved its construction objectives and complies with approved structural and hydraulic designs. Outstanding works are limited to minor associated installations and groyne improvements, which have been duly communicated to the contractor for completion. The project is therefore considered to be at an advanced stage, nearing full completion, subject to final inspections and rectification of identified minor works.
Photolog:
Jan 10, 2026
The New Takoradi Emergency Sea Defence Project was initiated as an urgent coastal protection intervention to arrest severe shoreline erosion threatening coastal communities, infrastructure, and economic activities along the New Takoradi–Elmina coastline. The project involves the construction of armour rock revetment structures with associated backfilling, capping, and drainage works to provide long-term shoreline stabilization and resilience against wave attack.
This report presents an overview of project implementation activities during the reporting period, highlighting work progress as at the end of 2024 and December 2025, site supervision and inspections, stakeholder engagements, financial and contractual milestones, submission of technical documentation, and the near-completion status of the works.
OVERVIEW OF SCOPE OF WORK
The scope of the New Takoradi Emergency Sea Defence Project includes:
• Construction of armour rock revetment along the project shoreline;
• Lateritic backfilling behind the revetment structure;
• Capping works to stabilize the crest and improve durability;
• Construction of drainage structures, including culverts;
• Ancillary works and site clean-up in preparation for project handover.
3. WORK PROGRESS STATUS
3.1 Progress Status as at End of 2024
By December 2024, the project had recorded substantial physical progress with the following achievements:
• Approximately 4,800 metres of revetment with lateritic backfilling had been completed;
• 4,800 metres of revetment were completed to crest level as at 3rd December 2024;
• Armour rock revetment construction was largely completed along the project stretch;
• Interim Payment Certificate (IPC) No. 14, dated 4th December 2024, was raised and submitted on 18th December 2024;
• On 2nd December 2024, M/S Vuluxx Company Limited requested for retention funds amounting to GHS 18,689,399.78;
• HYDRO, by a letter dated 2nd December 2024, drew the Contractor’s attention to Sub-Clause 48.3 of the Contract Conditions;
• On 23rd December 2024, payment of GHS 18,689,399.79 was effected in favour of M/S Vuluxx Company Limited for certified works executed;
• The project had attained partial handover status, with a significantly reduced workforce presence on site.
Overall progress by the end of 2024 placed the project at an advanced stage, with only minor outstanding works remaining.
3.2 Progress Status as at December 2025
During the 2025 reporting year, activities focused mainly on monitoring, inspections, payment followups, and completion of residual works. As at December 2025:
• The project was assessed to be approximately 99% complete;
• Armour rock revetment construction was fully executed along the project stretch;
• Capping works were successfully completed over approximately 200 metres;
• Lateritic backfilling was substantially completed, providing adequate landward support to the revetment structure;
• Outstanding works were limited to the completion of a culvert structure and minor backfilling activities, both critical for effective drainage and long-term structural stability;
• Once these final items are completed, the project will be ready for full handover and will provide durable and effective coastal protection for the New Takoradi and Elmina shoreline.
4. SITE VISITS, SUPERVISION AND STAKEHOLDER ENGAGEMENT
4.1 Site Visits and Monitoring Activities
Several site inspections and monitoring visits were undertaken during the reporting period to assess progress, quality of works, and outstanding issues. Key activities included:
• A monitoring visit by the Coastal Engineering Team on 8th and 9th July 2025, with the official report issued on 22nd July 2025;
• A construction inspection on Phase 3 works carried out on 25th March 2025;
• Continuous site observations confirming minimal workforce presence following partial handover and near completion of works.
4.2 Meetings and Stakeholder Engagement
Stakeholder coordination remained ongoing throughout project implementation. Notable engagements included:
• A project meeting held on Friday, 23rd May 2025, to review progress status, outstanding works, and payment-related concerns;
• Correspondence and engagements between the Ministry, HYDRO, the supervision team, and M/S Vuluxx Company Limited on issues relating to delayed payments, supervision services, and retention requests.
5. SUBMISSION OF TECHNICAL DOCUMENTS
During the reporting period, several technical and contractual documents were prepared and submitted, including:
• Interim Payment Certificates Nos. 14 and 15 (IPC No. 15 dated 26th March 2025);
• Measurement sheets and valuation documents;
• Site inspection and monitoring reports;
• Official correspondence addressing delayed payments and contractual provisions;
• Requests for release of funds for construction and supervision services.
Key financial and administrative milestones included:
• Request for supervision funds on 14th July 2024;
• Request for GHS 300,000.00 for supervision services on 22nd April 2025;
• Enclosed fees for supervision services submitted on 25th April 2025;
• Request for release of funds amounting to GHS 4,972,537.43 on 6th May 2025;
• Contractor’s indication on 16th June 2025 that an IPC amount of GHS 80,000,000.00 remained unpaid;
• Request for GHS 100,000.00 by the supervision team on 14th July 2025, with payment effected on 17th July 2025 (Ref: H/CH 13/506).
6. MEASUREMENT AND NEAR COMPLETION STATUS
Measurements and site verifications confirm that the project has achieved near-completion status. The executed works meet the approved design requirements, with the revetment and capping structures providing effective shoreline protection. The remaining culvert construction and minor backfilling represent a small proportion of the overall contract scope but are essential to ensure proper drainage and long-term performance of the sea defence system.
7. SITE INSPECTION AND STRUCTURAL ASSESSMENT
Site inspections conducted throughout 2024 and 2025 indicate that the armour rock revetment is structurally stable and performing as intended. Lateritic backfilling and completed capping sections have enhanced crest stability and reduced the risk of landward erosion. No major structural defects were observed.
However, the absence of the completed culvert structure poses a potential risk to effective surface water management. Completion of this drainage component is therefore critical prior to final handover.
8. OVERALL SUMMARY OF WORK DONE
• Approximately 99% completion achieved as at December 2025;
• Construction of 4,800 m armour rock revetment with lateritic backfilling substantially completed;
• Capping works completed over 200 m of the project stretch;
• Partial handover achieved with minimal workforce presence on site;
• IPCs 14 and 15 raised and processed;
• Major payments and retention requests addressed during the reporting period;
• Outstanding works limited to culvert construction and minor backfilling;
• Project nearing readiness for full handover upon completion of drainage works.
The New Takoradi Emergency Sea Defence Project is at an advanced and near-complete stage. The executed works have significantly enhanced coastal protection along the New Takoradi and Elmina shoreline. Completion of the remaining drainage and minor backfilling works will allow for full handover and ensure the long-term durability and effectiveness of the sea defence system.
Photolog:
Dec 10, 2025
On 10th December 2025, the Ghana Hydrological Authority (HYDRO) Board and Audit Committee, led by CEO Dr. Sylvester Darko and Board Chairman, undertook a comprehensive inspection of major drainage and coastal protection works across Accra as part of our commitment to reducing urban flooding.
The team visited ongoing GARID drainage construction sites at Achimota–Abofu and Kaneshie–Abossey Okai, where progress, design adjustments, siltation concerns, relocation challenges, and dry-season acceleration plans were discussed with consultants and contractors. At Weija, the delegation inspected the improved SCC/Korkorjor drainage system, where upgraded designs have significantly reduced flooding.
The team also toured the Dansoman Coastal Sea Defence Project, where groyne construction and revetment works continue to protect over 5 km of coastline. Substantial progress has been made under Phase 2, including ongoing preparations for additional groynes and auxiliary community amenities.
HYDRO remains committed to ensuring quality, resilience, and community engagement across all flood-mitigation and coastal protection projects in the Greater Accra Region.
Photo Highlights
Nov 25, 2025
The Ghana Hydrological Authority (HYDRO) has inaugurated its newly constituted Entity Tender Committee (ETC), marking a significant step toward strengthening transparency, compliance, and accountability in the Authority’s procurement processes.
The meeting brought together key members of the Committee, who were formally inducted and briefed on their mandate in accordance with the Public Procurement Act.
The Entity Tender Committee will oversee major procurement decisions, ensure value for money, and support HYDRO’s mission to deliver timely and high-quality hydrological and flood-management infrastructure across the country.
Photo Highlights
