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TABLE OF CONTENTS
Outcomes, outputs, successes and failures versus the costs ................................ 14
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1. INTRODUCTION
In terms of Section 10(7) (b) of the Division of Revenue Act No 2 of 2013 (DORA) as promulgated in Government Gazette No 36555 dated 10 June 2013, the transferring national officer must submit an annual performance report for Schedule 6 within four months in respect of a province and six months in respect of a municipality after the end of the financial year to the National Treasury.
The Regional Bulk Infrastructure Grant (RBIG) is a Schedule 6 indirect conditional grant for the benefit in kind of municipalities.
The objective of this Report is to provide an annual performance evaluation report covering the 4 th quarter of RBIG funded projects, in compliance with the DORA. The objective of this evaluation was to determine whether the progress on the project is commensurate with the expenditure to date as well as to determine whether the project is still on course in terms of the original planning.
This performance evaluation report, covering quarter 4 and annual report of the
2013/14 fiscal year is for the Ibika-Centane Water Supply Project which is one of the
Regional Bulk Infrastructure Grant projects currently being implemented by the
Amatole District Municipality (ADM) in the Eastern Cape Province, with Department of
Water Affairs (DWA) as funder.
2. BACKGROUND
2.1. Description of Project
The primary focus of this project is to make potable water services available to the residents of the project area by means of providing bulk services. The project is the design and construction of a water supply scheme covering the villages located on the right-hand-side of N2 national route bounded by the Xhobani River on the west and
Gosaxi River on the east all the way down to the Indian Ocean and also to Centane town and its surrounding rural settlements. The scope of the works includes among others, the following:
Concrete Reservoirs:
Phase 1 and 2 o 1 x 1 M ℓ (Contract B) o 1 x 500 K ℓ (Contract 1A) o 1 x 360 Kℓ (Contract 2A) o 1 x 270 Kℓ (Contract 2B) o 1 x 200 Kℓ (Contract 2C) o 1 x 150 Kℓ (Contract B) o 3 x 100 Kℓ (Contract A x 1, Contract 1C x 2)
Phase 3 o 1 x 500 Kℓ
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Pipelines:
Phase 1 and 2 o 110 mm Dia mPVC x 41 426 m o 160 mm Dia mPVC x 49 084 m o 200 mm Dia mPVC x 47 956 m o 250 mm Dia mPVC x 17 349 m o 315 mm Dia mPVC x 1 858 m
Phase 3 o 110 mm Dia mPVC x 4 328 m o 160 mm Dia mPVC x 421 m
The project will be implemented in phases over a period of three years, subject to availability of sufficient funding. In view of this, the pipeline to Centane is considered to be critical since it serves an urban centre with facilities that crucially depend on a reliable water supply. The proposed phases comprise of phases 1, 2 and 3 bulk structures including distribution mains. All reticulation will be funded from the MIG programme. Out of Phase 1 there will be three sub-phases on the bulk component depending on the aspect of benefiting SMMEs and approval of fund allocations. The same will be done for Phases 2 and 3. Phase 2 has been sub divided into Phases 2A,
2B, 2C and Phase 3 into a Bulk Phase, and Phases 3A, 3B, 3C, 3D and 3E respectively.
2.2. Project History
Amatole District Municipality seeks to implement a rural water supply scheme for the area stretching from N2 route in the north, Xholani on the west and Gosaxi in the east down to the coastal area of Mazepa within the Mnquma Local Municipality. The area is home to a total of 32,574 people dwelling in 6,515 households (the latest figures indicate 33,530 people dwelling in 8,529 households) made of mainly low income earners. The project will also extend to Centane which has both urban and rural dwellers. The estimated population for Centane, projected from the 2002 population is around 13,260 which converts to about 2,652 households (latest figures indicate
10,533 people in 2,835 households) at an average of 5 people per household.
The present source of water supply in Ibika rural is mainly harvested rainwater, springs, streams, small dams and the Upper Kobonqaba - and the Qora River. In
Centane Town there is a water supply scheme relying on groundwater sources. The proposed Ibika - Centane Scheme will use the existing concrete storage reservoirs at
Ibika which are favourably located to supply the areas under gravity flow. The source of water for the Ibika reservoirs is treated surface water from Gcuwa Treatment Works in Butterworth.
The average annual water demand in the project area (Ibika - Centane) for the year
2017 is 730,712 cubic meters including 10% losses while the summer peak flow is
2,402 cubic meters per day. The yield from existing boreholes in the project area does satisfy the required demand. Water infrastructure at Gcuwa Water Treatment Works and the Ibika reservoirs have adequate capacity to allow the incorporation of the Ibika -
Centane Scheme into the Gcuwa system.
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The reservoirs at Ibika have a combined capacity of 15,000 cubic meters. Current daily draw-off from these reservoirs is estimated at 900 cubic meters.
Collective draw-off from the reservoirs would, upon completion of the Ibika-Centane scheme, be 3,302 cubic meters. This quantity represents 22% of the total reservoirs’ capacity.
The reservoirs therefore have sufficient capacity to support the development of the
Ibika-Centane scheme.
The Gcuwa - Xilinxa surface water system on which the project will depend has 98% assurance system yield of 9.2 million m 3 per annum.
The system will be able to sustain the demand until 2020 provided no more demand is exerted on the resources other than that presented herein.
The Gcuwa Water Treatment Works has a capacity of 6.57 million m 3 per annum, which will be sufficient to meet the demand until 2017, operating at 90% capacity until
2012 and 100% thereafter. The capacity of the works will therefore need to be upgraded before 2017 to sustain the demand.
2.3. Project concept, design and plan
The project covered design and construction of a potable water supply scheme to RDP standards for the greater Ibika rural area as well as the Centane rural and urban areas.
The following activities formed the major scope of the works during the phases of the project. Preliminary and detailed project design, tender specification and documentation following CIDB guidelines, tendering and tender evaluation.
The design complied with the following standards and guidelines: o o
DWA - RDP Water Supply Design Criteria.
Technical Guidelines for Planning and Design in the Development of Water and
Sanitation Services – DWA. o o
The Red Book - Guidelines for Human Settlement Planning and Design.
SANS 1200 – Standard Specification for Civil Engineering Construction.
The demand is based on 25 ℓ/c/d for the rural component while for the urban area it is
60 ℓ/c/d. The growth rate is limited to 1% for the next 20 years, especially for the design of pipes. In the 2003 feasibility study report, a population growth rate of -0.1% was estimated for Butterworth and the surrounding areas. A 48 hour emergency storage has been provided for all the service reservoirs.
The Ibika – Centane Water Supply Project was divided into the following schemes with the scope as indicated:
Scheme A: Ibika – Centane Water Supply (Regional Bulk)
Scheme A of the project was completed on 8 June 2010 by Mamlambo Construction cc and was reviewed in the last performance evaluation in May 2010. The works comprised of the following:
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Ties into the e xisting 1.5 Mℓ reservoir,
Clear and grub for pipe laying;
Excavate 8 814 m for 110 mm – 250 mm diameter mPVC pipe,
Laying 54 m of 110 mm diameter mPVC pipe,
Laying 1 710 m of 200 mm diameter mPVC pipe,
Laying 7 050 m of 250 mm diameter mPVC pipe,
Construction of manhole chambers for air valves, scour valves, gate valve, and
Construction of a 100 K ℓ reservoir.
A pipeline across a railway line which was initially planned for the Scheme A was deferred and included in Scheme B due to delay in way leave approval.
Scheme B – Ibika – Centane Water Supply (Regional Bulk)
Scheme B of the project was awarded to EC Khula Nathi Construction cc and was under construction since 24 June 2010. This phase ties in with Scheme A and supplies water to Centane. The completion payment certificate was dated 25 August 2012. The
work that was incorporated in this phase comprises of the following works:
Ties in to Scheme A
Clear and grub for pipe laying
Excavate for 22,362 m for various diameters of pipeline
Laying 22,362 m of 110 mm – 250 mm diameter mPVC pipe
Construction of manhole chambers for air valves, scour valves and gate valves,
Construction of 150 K ℓ reservoir
Construction of 1000 K ℓ reservoir
Additional work included a pipeline to connect a steel tank located about 4.3 km from the 1,000 K ℓ reservoir towards Centane. The reason for the inclusion of the latter is that a pumping main which was initially considered to transport water to an existing steel tank in Centane was inadequate. Thus a new pipeline was designed and priced for its approval and inclusion in the project. This additional work was approved by
ADM and the work has been implemented. This resulted in the contract being completed later than the estimated completion date of 14 July 2011.
Phase 1: Ibika – Centane Water Supply (Reticulation & Bulk)
Phase 1A: Ibika – Centane Water Supply (Reticulation & Bulk)
Phase 1A covering some portion of the reticulation component of the project as well as bulk pipelines, linked to the regional bulk component has been awarded to Town
& Around Construction cc. Work began on 4 April 2011. The completion payment certificate was dated 20 April 2013. The works include:
500 K ℓ storage reservoir,
pumping station,
200 mm dia pumping main 5,114 meters long,
gravity bulk pipelines 200 mm dia mPVC; and
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29,042 m 110 mm – 250 mm diameter gravity supply pipelines feeding village reticulation, comprising of communal standpipes.
The pump station was upgraded and a bi-pass to the 500 K l reservoir was constructed to pump directly into the bulk pumping main. These works have been completed and the project is ready for handover to the client.
Phase 1B: Ibika – Centane Water Supply (Reticulation & Bulk)
Phases 1B covering some portion of the reticulation component of the project as well as bulk pipelines, linked to the regional bulk component was awarded to Ashoda JV.
Work began on 4 April 2011 and the completion pay certificate was dated
11 September 2012. The works include:
Gravity bulk pipelines 200 mm dia mPVC, and
A total of 72,394 m 110 mm – 200 mm diameter gravity supply pipelines feeding village reticulation, comprising of communal standpipes;
Phase 1C: Ibika - Centane Water Supply (Reticulation & Bulk)
Phase 1C of project was planned for construction in the 2011/12 fiscal year. This phase ties in with Scheme A from the 100 K ℓ reservoir. The contract was awarded to
Kwalo’s Construction JV Hagaa Consulting on 26 October 2012. Practical completion was given on 28 June 2013.
The client approved an extension of the contract under MIG in order to supplement the already existing supply of water from a borehole. The borehole pump station has not been completed due to the Eskom line installation being delayed. The works incorporated in this scheme comprise of the following:
2 X 100 K ℓ storage reservoirs,
3,479 m 110 mm – 200 mm diameter gravity mPVC bulk pipelines; and gravity supply pipelines feeding village reticulation
Phase 1D: Ibika - Centane Water Supply (Reticulation)
Phase 1D was awarded and has been completed but was not funded by RBIG.
Phase 2: Ibika - Centane Water Supply (Reticulation and Bulk)
Phase 2 of the project fell under the 2012/13 fiscal year. This phase will tie into the
500 K ℓ reservoir and feed the north eastern side of the scheme. This phase has been divided as follows:
Phase 2A: Ibika - Centane Water Supply (Reticulation and Bulk)
The works comprises the construction of bulk and water reticulation pipelines, concrete reservoir (360 K ℓ) including 200 public standpipes, gate valves and scour valves.
Bulk and reticulation pipelines consist of a total length of approximately 22 km and
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59 km respectively of mPVC and HDPE pipeline of diameter ranging from 50 mm to
315 mm. The project has been awarded to Umso Construction CC for the duration of
14 months. Work started 2 November 2012.
Changes to the initial design was required meaning that the water will be pumped from the 1.5 M ℓ Command Reservoir to the 500 Kℓ reservoir and also directly to
Reservoir 2A.
The client also approved the extension of the contract to include additional standpipes and reticulation to Emahlaweni village that was not previously included.
The works include:
1 x 360 K ℓ reservoir
Valves and valve chambers
21,607 m of 160 mm – 315 mm diameter bulk gravity mains
Reticulation to villages including
Standpipes and valves.
The works have been completed and are ready for handover to the client.
Phase 2B: Ibika - Centane Water Supply (Reticulation and Bulk)
The works consists of the construction of bulk and water reticulation pipelines, concrete reservoir (270 K ℓ) including 108 public standpipes, gate valves and scour valves.
Bulk and Reticulation pipelines consist of a total length of approximately
5.5 km and 45 km respectively, of PVC and HDPe pipelines of diameters ranging from 50 mm to 315 mm.
The project has been awarded to Mamlambo Construction CC for the duration of 12 months. Works started on 6 November 2012.
The works include:
1 x 270 K ℓ reservoir
Valves and valve chambers
18,770 m of 110 mm – 250 mm diameter bulk gravity mains
Reticulation to villages including standpipes and valves
The works have been completed and are ready for handover to the client.
Additional to the original scope, the client approved that the remainder of the funds, the savings, be used to complete Emahlaweni village under Phase 2A.
Phase 2C: Ibika - Centane Water Supply (Reticulation and Bulk)
The work consists of the construction of bulk and water reticulation pipelines, concrete reservoir (200 K ℓ) including 105 public standpipes, gate valves and scour valves. Bulk and reticulation pipelines consist of a total length of approximately 11 km and 43 km respectively, of PVC and HDPE pipelines of diameters ranging from 50 mm to 315 mm .
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The project was awarded to Mamlambo Construction CC for the duration of 12 months. Work started on 6 November 2012. The works include:
1 x 200 K ℓ reservoir
Valves and valve chambers
18 823 m of 110 mm – 250 mm diameter bulk gravity mains
Reticulation to villages including standpipes and valves.
The works have been completed and are ready for handover to the client.
Additional to the original scope, a variation order was approved for:
the inclusion of an additional village, Matole village, funded through a MWIG grant
the emergency upgrading of 800m of pipe work, and
Upgrading of a borehole from a hand pump to a diesel motor and pump in
Mhlahlane village through a refurbishment grant. The village will be reticulated and serviced by Eskom under phase three.
The variation work will be completed by the end of April 2014.
Phase 3 : Ibika - Centane Water Supply (Reticulation and Bulk)
Phase 3 is the last phase of the Ibika - Centane Water Supply Project. Due to the recent appointment of Bosch Stemele (Pty) Ltd after the termination of the previous professional service provider’s contract, Bosch Stemele has undertaken to reevaluate the overall design of this project.
A preliminary design is currently being undertaken for Phase 3 making provision for 6 schemes and the scope work for Phase 3 can be summarised as follows:
Bulk Gravity Mains
1 x 500 K ℓ Bulk and Village Reservoir
Also, funded by MIG:
2 x 100 K ℓ Village Reservoirs
2 x 50 K ℓ Village Reservoirs
5 x 0.5 K ℓ Break Pressure Tanks
Reticulation Pipelines
955 Standpipes
Associated Pipe work, Fittings and Valves
2.4. Funds previously allocated to project
Table 1 below indicates the DWA funding that was made available to the project up to date.
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Table 1: Funding for the past 6 financial years
Funding 2007/08 2008/09 2009/10 2010/11 2011/12 2012/13 2013/14
RBIG
(DWA)
Co-
Funding
MIG
*R600,000
(FS)
R36,401,562
- -
R12,587,765 R4,207,023
R625,599.86 R10,811,259.44 R25,700,892.66 R35,383,650.52 R14,596,667.33
*Note that 2007/08 allocation of R600, 000 was for the feasibility study.
2.5. Start date – duration of the programme
Depending on the availability of funding the project should be completed in 2015.
The envisaged dates for executing the phases of this project are summarised below.
Scheme A
Contract completion
Scheme B
Contract start date
: 8 June 2010
Contract completion
Phase 1A
Contract start date
: 24 June 2010
: 8 June 2010
Contract completion
Phase 1B
Contract start date
: 4 April 2011
: 20 April 2013
Contract completion
Phase 1C
Contract start date
: 4 April 2011
: 11 Sept 2012
Contract completion
: 24 June 2010
: 8 June 2010
Phase 2A
Contract start date
Contract completion
: 2 Nov 2012
: 31 Dec 2013
Actual expected completion : 15 April 2014
Phase 2B
Contract start date
Contract completion
: 6 Nov 2012
: 31 Oct 2013
Actual expected completion : 15 April 2014
Phase 2C
Contract start date
Contract completion
: 6 Nov 2012
: 31 Oct 2013
Actual expected completion : 30 April 2014
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3. PROGRESS TO DATE
The performance evaluation was conducted on 11 April 2014 by a team consisting out of the following people:
C. Ndzungu
T. Kente
S. Mgaju
L. Wilhelm
A. Coetzer
-
-
-
-
-
DWA
ADM
ADM
– EC
Bosch Stemele
Bosch Stemele
3.1. Implementation of the approved business plan
Following is a table reflecting the milestones for the project:
Table 2: Milestones
Product
Name of Organization compiling/ developing
Feasibility Study Camdekon feasibility)
(broad
Sigodi Marah Martin (for project area)
Implementation
Readiness Study
Sigodi Marah Martin
Preliminary Design Sigodi Marah Martin
Planned date for completion
FS/IRS/Design/EIA
2003
2008
July 2009
July 2009
Date
FS/IRS/Design/EIA approved
2003
2008
July 2009
July 2009
EIA Sigodi Marah Martin Ongoing since
August 2009 in phased approach
Not applicable
Ongoing since
August 2009 in phased approach
Not applicable WUL Not applicable
Operation and
Maintenance Plan
Financial Funding
Plan
Design
Bosch Stemele
DWA / ADM
April 2014
July 2009 January 2010
Sigodi Marah Martin Ongoing since
August 2009 in phased approach
Ongoing since
August 2009 in phased approach
The table above reflects the original implementation milestones with the original service provider whose contract was terminated. Bosch Stemele was appointed as the new service provider in September 2013.
Scheme A: Ibika Centane Water Supply Scheme
The works have been completed and the site has been handed over to ADM. Work and material complies with standards and quality.
Scheme B – Ibika Centane Water Supply Scheme
The works has been completed and the project has been handed over to the Client.
Work and material complies with standards and specifications. Challenges included
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Phase 1A: Ibika – Centane Water Supply
The works are complete and is ready for hand over to the client.
Phase 1B: Ibika – Centane Water Supply
The work has been completed and handed over to the Client. Work and material complies with standards and quality.
Phase 1C: Ibika – Centane Water Supply
Additional work comprising equipping a borehole and a bulk line pumping main was included in the Phase 1C contract. Practical Completion was awarded to the contractor. An Eskom connection to the borehole is outstanding and following that the installation of the pump. The borehole and pumping main supplement the existing supply on site.
Phase 2A: Ibika
– Centane Water Supply
Site was handed over to the contractor on 2 November 2012. An additional village was added to the scope of works and the estimated completion date is 15 April 2014
Phase 2B: Ibika – Centane Water Supply
Site was handed over to contractor on 6 November 2012. Expected completion date is 15 April 2014. The savings from this phase was re-allocated to Phase 2A to complete the additional village.
Phase 2C: Ibika - Centane Water Supply Scheme
Site was handed over to contractor on 6 November 2012. The scope of works was increased to include an additional village, the emergency upgrade of 800m of pipe work, and the upgrade of a borehole. The expected completion date is 30 April 2014.
Phases 3A, 3B, 3C: Ibika - Centane Water Supply Scheme
The Contract with the previous consultant was terminated and Bosch Stemele (Pty)
Ltd was appointed in September 2013 to evaluate the works. The service provider will re-evaluate the original design of phase 1 and 2 to establish if the design is adequate to accommodate the demand of the overall scheme, including Phase 3.
Contract details are summarized in Annexure C .
3.2. Risks taken and management thereof
No risks were taken in the reporting period
3.3. Capacities dedicated to the programme
The capacities dedicated to the project are as follows:
Funder:
Implementing agent:
DWA
ADM
Operation & Maintenance: ADM
Consulting Engineer:
Contractors:
Bosch Stemele (Pty) Ltd
Listed in Annexure C
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3.4. Key challenges within the project
The key challenges within the project are as follows:
There is a portion of land that was traversed during the construction of the pipe line, which resulted in the land owner seeking compensation. Although this matter is still being handled by the ADM legal department it does not have any negative effect on the functioning of the system. ADM are busy with the servitude application.
Delay in procuring the services of a sub-contractor for the pump installation at the main reservoirs. The issue has been resolved and the installation completed. The Eskom connection has been delayed since January 2013.
The addition of two villages that were not included in the original scope.
The termination of the original service provider and the appointment of Bosch
Stemele have resulted in a number of administrative challenges.
4.
Most of these challenges have been overcome and are in the process of being resolved. There however are a number of challenges related to the design and implementation of the scope of works after the original design was re-evaluated by the new service provider. The new service provider, in conjunction with
ADM, is busy resolving all technical matters.
Close to completion of several projects, the community requested additional standpipes in various villages. This resulted in extension of contracts
The emergency repair/upgrade of 800m of pipe work.
The emergency upgrade of a borehole from a hand pump to a diesel motor and pump.
The supply of treated water from the works in Butterworth has been interrupted due to the infrastructure being out-dated. This has caused major delays in commissioning the works in Phase 2. A meeting has been set with all the needed delegates to address the matter.
PROJECT RESULTS AND BENEFICIARIES
4.1 Outcomes and outputs
Currently the expected outcomes and outputs are on track for the phases in construction, as well as the planning for the next phases.
4.2 Beneficiaries and project results
The project has benefited the project team and community in the following manner;
Involvement of trainee personnel in the project whilst gaining experience in all project aspects (design, contract administration, policies).
Involvement of local people in the project whilst gaining experience and training on construction and contracting aspects (contract management and
various construction methods).
Sourcing of materials from local suppliers and manufactures.
Skills development of local people also took place on a project level.
The villages that will benefit is contained in Annexure B
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4.3 Jobs Created
5.
Job creation details are summarized in Annexure D .
CONCLUSION
5.1 Main successes and failures of the project to date
Good planning and execution by the ADM project team has resulted in the provision of water to the communities as the project progresses by running the MIG projects in parallel with RBIG to implement potable water reticulation, making service delivery visible. With the combination of both the bulk and reticulation implemented in parallel enhances and reduce the waiting time for the communities to have access to water supply. Unlike the case where bulk lines are constructed separately without immediately connecting to reticulation, which delays the communities ’ access to water supply.
See Annexure B for the population figures.
5.2 Outcomes, outputs, successes and failures versus the costs
The different construction milestones were achieved in the specified time and within budget. However, there were adjustment in the design due to obstacles found on site such as pipelines passing through graveyards, positioning of standpipes, large boulders on the pipeline routes, steep gullies and escarpment.
5.3 Ownership and sustainability of infrastructure works
6.
7.
ADM is the Implementing Agent and will take ownership of the infrastructure, and will also be responsible for the operation and maintenance of the works. O&M plans need to be finalised as soon as possible to ensure sustained service delivery to the beneficiaries.
LESSONS LEARNED
It should be checked that the design is correct and adequate to avoid the situation whereby a system is not functioning properly and the beneficiaries cannot get water because the design failed.
A land claim by the owner arose as soon as construction started despite the fact that no information was provided about ownership during the planning phase. The necessary research and interactions with parties concerned should therefore be undertaken during the planning stages.
RECOMMENDATIONS
Phases 3 should be finalised to ensure continued progress on the project is ensured. ADM to submit to DWA the necessary motivation for the change in scope and price increases due to escalation and redesign by the new service provider.
Monthly reporting needs to be done by the 2 nd of the new month.
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O&M plans for the scheme to be finalised by ADM.
Applications for servitudes to be registered under ADM should be finalised as soon as possible.
It is recommended that the additional RBIG funding of R 11,000,000 be approved to complete Phase 3.
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ANNEXURE A: PROJECT IMPLEMENTATION PHOTOS
Photo 1
Cleaning of Excavated Trench
Photo 2
Clean Trench
Photo 3 Photo 4
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Backfilling and Compaction of Trench
Photo 5
Rock on Site
Inspection of Reservoir
Photo 6
Repair of a River Crossing
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ANNEXURE B: LIST OF VILLAGES EXPECTED TO BENEFIT
Water Supply for Ibika Phase 1
Local Municipality Ward Main Place Name Sub Place Name Population Scheme
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
23 Aboboti
5 Bhongolwethu
25 Bomvana
24 Cilo
23 Cingweni
24 eMahlathini
24 eMtonjeni
24 eNkelekethe
25 ePhika
23 eSixhotyeni
23 Gatyana
23 Jojweni F
25 Khwetsha
5 Mnquna NU
Aboboti
Bhongolwethu
Bomvana
Cilo
Cingweni eMahlathini SP2 eMtonjeni eNkelekethe ePhika eSixhotyeni
Gatyana
Jojweni F
Khwetsha
King Hintsa Public FET College
23 Komkhulu E
24 Komkhulu G
24 KuHolela
24 KwaGaba
25 KwaLubobo
23 KwaNumanto
24 KwaRarase
24 KwaZizane
Komkhulu E
Komkhulu G
KuHolela
KwaGaba
KwaLubobo
KwaNumanto
KwaRarase
KwaZizane
22 Magalakangqa Magalakangqa
25 Mangobomvu B Mangobomvu B
23 Mangweni B Mangweni B
24 Maqele Maqele
24 Marhotshozweni Marhotshozweni
24 Mathole B
23 Maxhegwana
Mathole B
Maxhegwana
5 Mayekiso Farm Mayekiso Farm
25 Mfeku Mfeku
5 Mkhonkotho
24 Mkhwaneni
Mkhonkotho
Mkhwaneni
24 Msintsana
23 Mtonjeni
24 Ngqokweni
25 Ngunduza
Msintsana
Mtonjeni
Ngqokweni
Ngunduza
25 Ntilini A
23 Qoboqobo B
24 Qumbulwana
24 Rarayo
23 Teko-Fihla
23 Teko-Kona
24 Teko-Springs
23 Tshoveni
Ntilini A
Qoboqobo B
Qumbulwana
Rarayo
Teko-Fihla
Teko-Kona
Teko-Springs
Tshoveni
TOTAL
1154
480
211
525
121
177
256
235
568
441
309
236
346
158
661
307
281
239
403
154
632
278
404
120
374
233
356
608
163
341
260
595
185
992
1033
929
414
18341
217
547
372
218
798
475
292
243
1A
1C
1D
1B
1C
1C
1D
1C
1D
1D
1D
1D
1B
1B
1B
1D
1B
1C
1D
1D
1D
1C
1D
1D
1A
1C
1B
1D
1C
1C
1D
1C
1D
1D
1B
1D
1D
1B
1D
1B
1C
1A
1C
1A
1D
18
P
ROGRAMME
M
ANAGEMENT
: R
EGIONAL
B
ULK
I
NFRASTRUCTURE
APRIL 2014
Water Supply for Ibika Phase 2
Local Municipality Ward Main Place Name
Mbhashe LM
Mbhashe LM
Mnquma LM
Mbhashe LM
Mbhashe LM
Mnquma LM
Mnquma LM
Mnquma LM
Mbhashe LM
Mnquma LM
Mbhashe LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mbhashe LM
Mnquma LM
Mnquma LM
Mbhashe LM
Mbhashe LM
Mnquma LM
Mbhashe LM
Mbhashe LM
Mnquma LM
Mnquma LM
Mbhashe LM
Mnquma LM
Mnquma LM
Mbhashe LM
Mnquma LM
Mbhashe LM
Mbhashe LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Sub Place Name
22 Busila
22 Cafutweni
11 eKrozweni
3 eMahliwane
22 eMbovu
11 eMndwaxa
11 eNtilini
22 eNtshingeni
Busila
Cafutweni eKrozweni eMahliwane eMbovu eMndwaxa eNtilini C eNtshingeni
22 eSirhosheni B
11 Gqunqe
22 Jama
22 Jingqi eSirhosheni B
Gqunqe
Jama
Jingqi
11 KuLombete
22 KwaDadiyane
KuLombete B
KwaDadiyane
11 KwaMandluma KwaMandluma
11 KwaMathanzima KwaMathanzima
11 KwaVelelo
11 Landlandla
22 Makhomazini
11 Maqhunqu
11 Maseti
22 Mathole A
22 Mazikhanya
22 Msele
KwaVelelo
Landlandla
Makhomazini
Maqhunqu
Maseti
Mathole A
Mazikhanya
Msele
11 Msele
22 Ntshingeni
11 Ntshundutshe
22 Ntshutshwini
Msele
Ntshingeni
Ntshundutshe
Ntshutshwini
22 Raladiya
22 Tshoma
Raladiya
Tshoma
22 Tyhila Tyhila
11 KwaMathanzima Tyholom
26 Diphini eMatipheni
31 Gobe
30 Kentani
28 KwaKantolo
31 KwaZingxala
31 Mmangonkone
26 Mnyama
30 Mpentse
31 Mrhawuzeli
31 Myoyo
31 Seku
31 Thuthurha
26 Upper Macibe
Gotyibeni
Mgobhozi
28 KwaMaciba
30 Qokolweni A
Diphini eMatipheni
Gobe
Kentani
KwaKantolo
KwaZingxala
Mmangonkone
Mnyama
Mpentse
Mrhawuzeli
Myoyo
Seku
Thuthurha
Upper Macibe
Gotyibeni
Mgobhozi
KwaMaciba
Qokolweni A
TOTAL
Population Scheme
420
149
157
179
466
692
188
149
80
299
2C
2A
421 2A, 2B
278 2C
1308
162
844
482
2A
2A
2A
2A
2A
2A
2C
2C
2C
2A
2A
2A
423
175
136
124
525
219
313
123
412
172
204
775
2A
2A
2C
2A
229 2C
91 2C, 3A
249
193
2A
2C
2A
2A
2A
2A
2A
2C
2A
2A
191 Kentani Ext
198 Kentani Ext
338 Kentani Ext
1456 Kentani Ext
922 Kentani Ext
1492 Kentani Ext
172 Kentani Ext
329 Kentani Ext
451 Kentani Ext
584 Kentani Ext
689 Kentani Ext
312 Kentani Ext
77 Kentani Ext
715 Kentani Ext
572 Kentani Ext
406 Kentani Ext
594 Kentani Ext
1035 Kentani Ext
21170
19
P
ROGRAMME
M
ANAGEMENT
: R
EGIONAL
B
ULK
I
NFRASTRUCTURE
APRIL 2014
Water Supply for Ibika Phase 3
Local Municipality Ward Main Place Name
Mbhashe LM
Mnquma LM
Mnquma LM
Mnquma LM
Mbhashe LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mbhashe LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
Mnquma LM
11 eMndwaxa
25 eNgqaqeni
25
25
Kulomiza
25 Kutanyanga
11 KwaNjana
25 Mabala
25 Mamfenesi
25 Manyontolweni
25 Mente
25 Mhlahlane
25 KuLotshazi
25 Mngxokweni
25 Mgwebi
25 Mtshayelweni
25 Ngqaqini
11 Nkanga
25 Nkanga
25 Nkonkwane
25 Nqagqini
25 Ntsonyane
25 Qolweni A
Qombe
Sub Place Name eMndwaxa eNgqaqeni
Kulomiza
Kutanyanga
KwaNjana
Mabala
Mamfenesi
Manyontolweni
Mente
Mhlahlane
Mhlahlane
Mngxokweni
Mtonjeni
Mtshayelweni
Ngqaqini
Nkanga
Nkanga
Nkonkwane
Nqagqini
Ntsonyane
Qolweni A
Qombe
TOTAL
Population Scheme
90 3A,2C
190 3C
97 3E
199 3C
62 3A
281 3A, 3B
129 3E
52 3C, 3D
394 3C, 3E
192 3D
151 3E
68 3C, 3A
220 3E
275 3E
430 3A, 3C
165 3A
421 3C
189 3D
287 3E
262 3B
223 3D
175 3E
4552
Project - IBIKA
Bulk Bulk & Retic.
Scheme A
Scheme B
Phase 1A
Phase 1B
Phase 1C
Phase
(Reticulation)
Phase 2A
Phase 2B
Phase 2C
19
ANNEXURE C: DETAILS OF CONTRACTS AWARDED
1D
Contract Number
8/2/29/2010-2011
8/2/30/2010-2011
Contractor
8/2/107/2008-2009A Mamlambo
8/2/107/2008-2009B Khula Nathi
Town and Around
Ashoda JV
8/2/346/2010-2011 Kwalio/Hagga JV
8/2347/2010-2011 Town and Around
8/2/326/2011-2012 Umso Construction
Contract Amount (R) Award Date Start Date
5 244 056.00
15 925 150.00
17 394 124.00
9 999 993.00
9 836 648.00
4 916 438 .67
28 765 311.32
8/2/327/2011-2012 Mamlambo Construction 12 644 145.95
8/2/328/2011-2012 Mamlambo Construction 14 180 445.81
Planned
Date
02/09/2009 28/09/2009 08/06/2010
08/04/2010 24/06/2010 14/07/2011
04/04/2011 02/05/2011 21/05/2012
10/03/2011 28/06/2011 25/05/2012
01/03/2012 12/04/2012 12/04/2013
01/03/2012 23/04/2012 12/04/2013
11/10/2012 02/11/2012 10/01/2014
06/07/2012 06/11/2012 05/12/2013
06/07/2012 06/12/2012 05/12/2013 completion Actual
Date
08/06/2010
25/08/2012
26/03/2013
26/08/2012
26/04/2013 completion
Amount spent (Rand)
Bulk Reticulation
4 277 639.00
15 753 005.99
11 555 623.36 5 691 575.68
3 399 872.56 6 599 752.61
3 567 620.277 8 324 447.31
4 283 981.55
12 912 441.07
14 977
242.77
7 252 066.56 5 606 207.49
8 150 914.41 5 211 240.36
% Physical completion
100
100
100
100
100
100
98
100
100
20
ANNEXURE D: DETAILS OF JOB OPPORTUNITIES
Decent Job Opportunities
Project Name IBIKA CENTANE WATER SUPPLY: April 2013 - March 2014
Local People employed
Temporary job opportunities for Temporary job opportunities for the financial year 2013/14 local people at various occupational levels: Temporary
= Less than 5 months
No Person
Adult Men
Actual cost on job
Days opportunities
No
Days
Adult Women
Person Actual cost on job opportunities
Youth Men
No Person Actual cost on job
Days opportunities
Youth Women
No Person Actual cost on job
Days opportunities
No Person
Disabled
Actual cost on job
Days opportunities
No
Clerical Ongoing
Clerical New
Labourers Ongoing
Labourers New
Managerial Ongoing
Managerial New
Semi-Skilled Ongoing
Semi-Skilled New
Skilled Ongoing
Skilled New
Supervisor Ongoing
Supervisor New
TOTAL Ongoing
TOTAL New
656 14432
0
656
0
14432
R 1 731 840 444 9768
R 0 0
R 1 731 840 444
0
9768
R 1 172 160 480 10560
R 0 0
R 1 172 160 480
0
10560
R 1 267 200 96
R 0 0
R 1 267 200 96
2112
0
2112
R 253 440
R 0 0
R 253 440 0
0
0
R 0
R 0
1676
0
1676
36872
0
0
0
0
0
0
0
0
0
36872
TOTAL
Person Actual cost on job
Days opportunities
0
0
R 0
R 0
R 0
R 4 424 640
R 0
R 0
R 0
R 0
R 0
R 0
R 0
R 0
R 0
R 4 424 640
Project Name IBIKA CENTANE WATER SUPPLY: April 2013 - March 2014
Local People employed
Decent job opportunities for local people at various occupational levels: Decent =
Full time for at least 5 months or more
Decent job opportunities for the financial year 2013/14
No
Adult Men
Person Days
Actual cost on job opportunities
No
Adult Women
Person
Days
Actual cost on job opportunities
Clerical Ongoing
Clerical New
Labourers Ongoing
Labourers New
Managerial Ongoing
Managerial New
Semi-Skilled Ongoing
Semi-Skilled New
Skilled Ongoing
Skilled New
Supervisor Ongoing
Supervisor New
TOTAL Ongoing
TOTAL New
12
6
18
0
2334
201
2535
0
R 280 080
R 42 210
R 322 290
R 0
0
0
0
0
R 0
R 0
Contractor People employed
Decent job opportunities for contractor employees at various occupational levels:
Decent = Full time for at least 5 months or more
Decent job opportunities for the financial year 2013/14
No
Adult Men
Person Days No
Adult Women
Person
Days
Clerical Ongoing
Clerical New
Labourers Ongoing
Labourers New
Managerial Ongoing
Managerial New
Semi-Skilled Ongoing
Semi-Skilled New
Skilled Ongoing
Skilled New
Supervisor Ongoing
Supervisor New
TOTAL Ongoing
TOTAL New
3
3
6
0
360
612
972
0
R 90 000
0
0
0
0
No
No
12
12
0
Youth Men
Person
Days
4266
4266
0
Actual cost on job opportunities
R 511 920
R 511 920
R 0
No
6
6
0
Youth Women
Person
Days
Actual cost on job opportunities
No
1104
1104
0
R 132 480
R 132 480
R 0
0
0
Disabled
Person
Days
0
0
Actual cost on job opportunities
R 0
R 0
No
0
0
30
0
0
0
0
0
0
0
6
0
36
0
TOTAL
Person
Days
Actual cost on job opportunities
0
0
7704
0
0
0
0
0
0
0
201
0
7905
0
R 0
R 0
R 924 480
R 0
R 0
R 0
R 0
R 0
R 0
R 0
R 42 210
R 0
R 966 690
R 0
0
0
Youth Men
Person
Days
0
0
No
1
Youth Women
Person
Days
52
1
0
52
0
No
0
0
Disabled
Person
Days
0
0
No
TOTAL
Person
Days
3
0
0
0
1
0
0
0
0
0
3
0
7
0
52
0
0
0
360
0
0
0
0
0
612
0
1024
0
Consulting Engineer managing the project
Decent job opportunities for
Consulting Engineer employees at various occupational levels: Decent =
Full time for at least 5 months or more
Decent job opportunities for the financial year 2013/14
No
Adult Men
Person Days No
Adult Women
Person
Days
Managerial Ongoing
Managerial New
Other Ongoing
Other New
TOTAL Ongoing
TOTAL New
1
1
2
36
252
288
*Current service provider was only appointed in September
No
Youth Men
Person
Days
1
1
30
30
No
Youth Women
Person
Days
No
Disabled
Person
Days
No
TOTAL
Person
Days
1
0
2
0
3
0
36
0
282
0
318
0
Summary of Decent Job Opportunities
Decent job opportunities for people employed at various occupational levels: Decent =
Full time for at least 5 months or more
Decent job opportunities for the financial year 2013/14
No
Adult Men
Person Days Actual cost on job opportunities
No
Adult Women
Person
Days
Actual cost on job opportunities
No
Clerical Ongoing
Clerical New
Labourers Ongoing
Labourers New
Managerial Ongoing
Managerial New
Semi-Skilled Ongoing
Semi-Skilled New
Skilled Ongoing
Skilled New
Supervisor Ongoing
Supervisor New
Other Ongoing
Other New
TOTAL Ongoing
TOTAL New
0
0
12
0
4
0
0
0
0
0
9
0
1
0
26
0
0
0
2334
0
396
0
0
0
0
0
813
0
252
0
3795
0
R 280 080
R 99 000
R 97 560
R 30 240
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12
0
0
0
0
0
0
0
0
0
1
0
13
0
Youth Men
Person
Days
Actual cost on job opportunities
No
0
0
4 266
0
0
0
0
0
0
0
0
0
30
0
4296
0
R 511 920
0
0
0
0
1
0
6
0
0
0
0
0
0
0
7
0
Youth Women
Person
Days
Actual cost on job opportunities
No
52
0
1104
0
0
0
0
0
0
0
0
0
0
0
1156
0
R 132 480
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Disabled
Person
Days
Actual cost on job opportunities
No
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
30
0
4
0
0
0
0
0
9
0
2
0
46
0
TOTAL
Person
Days
Actual cost on job opportunities
52
0
7 704
0
396
0
0
0
0
0
813
0
282
0
9247 R 1 151 280
0
R 0
R 0
R 924 480
R 0
R 99 000
R 0
R 0
R 0
R 0
R 0
R 97 560
R 0
R 30 240
R 0
CONSULTANT : BOSCH STEMELE (Pty) Ltd.
PROJECT PROGRAMME
Task
IBIKA CENTANE WATER SUPPLY
Phase 1
Phase 2
Phase 3
1.
Pre-Tender
Design
2. MIG Application
Tenders and
3. Award
4. Construction
Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 Jun-16