|
Regional
Seminar Proceedings 1993
Small-Scale Contractors
continue..
-
Introduction of Labour-based Contractors to the
Bank: Some Pitfalls
-
Earth Roads: Team Task Calculation Aids
-
A Review of Recent Labour-Intensive Construction
in South Africa
V.
Introduction of Labour-based Contractors to the Bank: Some Pitfalls
By Bashiru Kakibu, Director, Department of Feeder Roads, Accra
Introduction
In the earlier paper on "The Labour-Based Contractor, the
Role of the Bank" the point was made on the need to introduce
the contractor early to the Banks for the firm to derive maximum
support/benefits from the contract.
This current paper takes a look at some possible dangers inherent
in this association and possible ways out. Again, due to limited
data in this field, the reliance will be on the Ghanaian experience.
As has been reported elsewhere, Ghana embarked on the use of the
labour-based technology quite recently, around 1986/87. Unlike other
countries, Ghana decided to develop the new technology around the
local contractors. Since that time 55 local contracting firms have
been trained and 26 of them have been fully equipped and working
full time. This paper focuses on 26 fully equipped and the state
of repayment of the loans.
The 26 firms have been equipped under two separate grant/loan agreements;
that is:
(a) The Fourth Highway Project - IDA (a loan in US Dollars)
- 21 Contractors.
(b) Programme of Action to Mitigate the Social cost of Adjustment
(PAMSCAD) (a grant in Cedis) - 5 Contractors.
The Programme used to fund the Contractors
The 4th Highway Project or Road Rehabilitation and Maintenance
Project was aimed at supporting Ghana Government's effort at rehabilitating
and maintaining the road network in the country. Part of the loan
was used to equip local contractors to enable them perform well.
The project was US$ 40 million with only about US$ 6 million -
US$ 8 million going into the development of the labour-based technology.
The 4th Highway Project was effective from 1/11/85 360
30/6/91.
The PAMSCAD: the PAMSCAD programme aimed at supporting Ghana Government's
social programmes to alleviate social tension resulting from the
adoption of structural Adjustment Programmes. Funding for the programme
came mainly from donors. Part of the grant was given to the Department
of Feeder Roads (DFR). DFR used the fund received to train and equip
5 contractors who now work full time. These 5 contractor now provide
employment to between 600-800 workers daily, thus fulfilling the
PAMSCAD objectives.
The Terms and Conditions under which Bank for Housing and Construction
received the funds
Fourth Highway Project/RRMP
The funds were loaned to BHC by Ghana Government at 8% (in dollars).
BHC used these resources to bring in the places of equipment and
then hire-purchased these to the selected/trained contractors.
PAMSCAD
The PAMSCAD fund was a grant to DFR. DFR then contracted the BHC
to manage the fund on its behalf for a fee.
Again BHC has the free hand to bring in the pieces of equipment
and hire-purchased these to the contractors previously trained by
DFR under prevailing banking terms and conditions.
Terms and Conditions under which Bank for Housing and Construction
Hire-purchased the Equipment to the Contractors
Extracts from agreements signed with BHC show the following details
among others:
|
|
Fourth Highway Project
|
PAMSCAD
|
|
Currency of Loan
|
US Dollar
|
Ghana Cedi
|
|
Interest
|
20% on the Dollar Loan
|
30% on the Cedis
|
|
Repayment Period
|
4 years
|
4 years
|
|
Service Charge
|
21/4 on Foreign loan
|
1%
|
|
Foreign Exchange Risk
|
To be borne by Contractors
|
Nil
|
|
Number of Contractors
|
21
|
5
|
The 4th Highway Project
Foreign Exchange Risk
The contractors were made to bear the full foreign exchange risk.
At the time of receiving the equipment in 1987/88 the cedi-dollar
parity was one US$ to 175 cedis. In December 1992 that parity was
one US$ to 519 cedis. An increase of 79%.
The full impact of the foreign exchange risk was softened through
the insertion of contract price adjustment formula in each contract.
The contract price was adjusted on monthly basis. This was the changes
in prices of materials, labour costs and changes in US Dollar -
Cedi parity were captured and corrected for the large extent.
Interest Rate of 20% on US Dollar Loan
The biggest change the Labour-based Contractors faced with the
high interest rate of 20% on the dollar loan. The interest rate
was so high that efforts to pay back the loan have proved futile
as indicated in the Table 1A.
The high interest rate was what was agreed between the Government
of Ghana (GOG) and international Development Association to charge
the contractors as contained in the sub-loan agreement between GOG
and the Bank for Housing and Construction (BHC). Thus the BHC did
not have a hand in fixing the rate and therefore cannot be blameable.
It is interesting however to note that, the sub-loan agreement between
GOG and BHC on-lent the fund to BHC at 8%.
Table 1A: Repayment of Loans by Contractors
|
Contractor
|
Initial Amount of Loan in
Oct. 1988
|
Amount Paid Back Principal
and Interest Dec. 1992
|
Outstanding Amount Principal
& Interest Dec. '92
|
|
Gabasan Const. Ltd.
|
US $67,028.53
|
US$99,122.18
|
US$43,528.67
|
|
Sodonor Ltd
|
US%67,028.53
|
US%92,477,89
|
US$56,386.36
|
|
Contractor
|
Initial Amount of Loan in
June 1989
|
Amount Paid Back Principal
and Interest Dec. 1992
|
Outstanding Amount Principal
& Interest
|
|
Fakye Ltd.
|
US$96,540.28
|
US$117,281.23
|
US$18,123.05
|
|
Jokokyere Ltd.
|
US$96,540.27
|
US$91,860.55
|
US$72,269.72
|
The PAMSCAD Project
Foreign Exchange Risk
There was no foreign exchange risk passed on to the contractor.
The loan was wholly cedi. In addition, the contract price adjustment
formula was inserted in every contract. Thus changes the prices
of materials, labour and dollar Cedi parity were cushioned off to
a large extent.
Table 1B: Repayment of Loan by Contractors
|
Contractor
|
Initial Amount of Loan
in March 1992
|
Amount Paid Back Principal
and Interest Dec. 1992
|
Outstanding Amount Principal
& Interest Dec. 1992
|
|
Bert Rock Ltd
|
c57,074,883.00
|
c5,720,000.00
|
c63,553,201.00
|
Payment of Loan
The 4th Highway Project
Despite the dismal picture in Table 1A, two of the contractors
- M/s Bekel and OPM - have completed the repayment of their loans.
A credit to their business acumen more than any thing else since
the adds weighed heavily against them like every one else. The 19
have woken up to the danger they faced and are doing all they can
to reverse the situation. A series of meetings have been held with
the bank involved i.e BHC, and the outstanding debts have been re-scheduled:
It is proposed that those contractors who still have heavy amounts
to pay will have their debt in dollars converted into cedis and
therefore will remain fixed except for the interest.
On the other hand, who have little to pay back will do so in dollars
Comments
The lessons learnt are obvious. In an unstable economy such as
we have in Africa generally, care should be taken to avoid the type
of agreements we had; to load a small scale local contractor with
a dollar loan at 20% was unfair! But in 1988, this was not obvious.
Now this is known and all efforts should be made to avoid contracting
this type of loan. Preferably, the loan should be denominated in
local currency. This way, the contractor will only have the interest
on the local currency to deal with and not the interest and the
foreign exchange risk combined.
Scheduling and Repayment of Loan: PAMSCAD Project
Having ensured that the equipment loan agreement of the small-scale
labour-based contractor is fair and just, let us turn our attention
to the repayment of the loan in a situation where the fund belongs
to the road agency and the bank has been hired to manage it. Table
2 below shows a real life situation involving one of the labour-based
contractors in Ghana. Table 2 is to be studied together with Table
2B - Repayment Schedule.
Table 2B: Repayment Schedule
|
ROA AGENCY LEVEL
Interim Payment Certificate Releases
|
AT THE BANK LEVEL
|
|
Item
|
Date
|
Amount
|
Outstanding Debt at Bank
|
Amount Deducted
|
Debt Level after Deduction
|
|
1.
|
24/6/92
|
ç6,071,700.00
|
ç62,450,896.00
|
ç1,000,000
|
ç67,450,896
|
|
2.
|
04/9/92
|
3,836,225.00
|
64,262,987.00
|
1,200,000
|
63,062,987
|
|
3.
|
21/12/92
|
9,484,402.67
|
67,073,201.00
|
3,520,000
|
63,553,201
|
|
4.
|
04/2/93 (PAF)
|
1,832,221.50
|
66,511,206.00
|
1,500,000
|
61,996,265
|
|
5.
|
04/2/93
|
1,920,702.26
|
(Retention)
|
|
|
|
6.
|
08/4/93
|
14,016,150.48
|
67,996,265.00
|
|
|
|
7.
|
8/6/93
|
12,531,744.52
|
|
|
|
|
|
|
|
|
|
|
DFR-PAMSCAD PHASE 1
|
Month
|
Principal c
|
Principal Instalment c
|
Interest Payable c
|
Total Amount Payable c
|
|
1
|
57,074,883
|
|
1,454,237
|
1,454,237
|
|
2
|
57,074,883
|
|
1,454,237
|
1,454,237
|
|
3
|
57,074,883
|
|
1,454,237
|
1,454,237
|
|
4
|
57,074,883
|
1,268,331
|
1,454,237
|
2,772,567
|
|
5
|
55,806,552
|
1,268,331
|
1,421,920
|
2,690,251
|
|
6
|
54,538,222
|
1,268,331
|
1,389,604
|
2,657,935
|
|
7
|
53,269,891
|
1,268,331
|
1,357,288
|
2,625,618
|
|
8
|
52,001,560
|
1,268,331
|
1,324,971
|
2,593,302
|
|
9
|
50,733,229
|
1,268,331
|
1,292,655
|
2,560,986
|
|
10
|
49,464,899
|
1,268,331
|
1,260,339
|
2,528,669
|
|
11
|
48,196,568
|
1,268,331
|
1,228,022
|
2,496,353
|
|
12
|
46,928,237
|
1,268,331
|
1,194,705
|
2,464,037
|
|
13
|
4,659,906
|
1,268,331
|
1,163,389
|
2,431,720
|
|
14
|
"
|
"
|
"
|
"
|
|
|
"
|
"
|
"
|
"
|
|
|
"
|
"
|
"
|
"
|
|
|
"
|
"
|
"
|
"
|
|
|
"
|
"
|
"
|
"
|
|
|
"
|
"
|
"
|
"
|
|
25
|
"
|
"
|
"
|
"
|
|
26
|
"
|
"
|
"
|
"
|
|
27
|
"
|
"
|
"
|
"
|
|
28
|
"
|
"
|
"
|
"
|
|
30
|
"
|
"
|
"
|
"
|
|
43
|
"
|
"
|
"
|
"
|
|
44
|
"
|
"
|
"
|
"
|
|
46
|
"
|
"
|
"
|
"
|
|
47
|
"
|
"
|
"
|
"
|
|
48
|
"
|
"
|
"
|
"
|
Item 1 in Table 2 is quite revealing. The contractor presented
a cheque for c5 million to the bank and only a million cedis was
taken out completely ignoring the repayment schedules attached to
the loan. The net of the under-deductions is that the contractor's
arrears to the bank stood at c28,804,421.00 as at 30/6/93.
The impression being created here is that the project is not viable.
This is very far from the truth! What is presented here is a private
unofficial arrangement between the contractor/Businessman and the
Bank to manipulate the system.
The way out is for the road agency to:
(a) keep in constant touch with the Bank;
(b) request repayment schedules on each contractor. The schedules
must be kept up to date at all times;
(c) prepare two (2) cheques each time. One cheque reflecting
the amount due to the Bank.
This should go straight to the Bank. The second cheque goes
to the contractor.
Conclusion
In this short paper, an attempt has been made to highlight some
pitfalls inherent in introducing the private sector into the labour-based
technology system. Firstly, was the type of equipment loan agreement
that should exist between the contractor and the local bank. As
far as possible, this should be denominated in Local Currency. Passing
on the Foreign Exchange Risk to the contractor will create quite
a problem for him, though this is not insurmountable. In this regard,
the use of price adjustment formula in the contract for the civil
works is crucial. The other area to watch is the repayment of the
loan. Whatever schedule is attached to the repayment of the loan.
Whatever schedule is attached to the repayment of the loan should
be observed as far as possible.
In support of this, the road agency and the bank should meet from
time to time to review strategies in support of the programme for
the repayment of loan.
With these problem areas taken care of, I do not see why the loan
cannot be paid back in four years or less.
The greater danger when it comes to repayment of the loan has to
do with the attitude of the contractor and the large extent, that
of the Bank Manager. As long as both have the commitment to clear
the loan, this certainly could be done within four (4) years. Where
there is no commitment on their part, then the Road Agency should
extend its supervisory role to the bank as well to ensure full loan
repayment.
(Top)
VI.
Earth Roads; Team Task Calculation Aids
By Rob Little, Senior Lecturer, Department of
Civil Engineering, University of Natal, South Africa
Introduction
The first labour intensive project in South Africa in modern times
to the writer's knowledge was begun in 1985 near Durban. It was
sparked by a visit by the writer to Botswana in 1982 where he saw
the pilot road project between Serowe and Shoshong being build under
the supervision of Robert Mc Cutcheon, who was then employed by
the ILO. On arriving in Durban the writer suggested to The Valley
Trust, an NGO outside Durban, that they should start a similar project
in the Valley of 1000 Hills where they were located, to which they
agreed. After two years of research funds were eventually obtained
and the first road was built under the writer's supervision. The
project was successful and since then The Valley Trust has continued
to build roads using a formula which has not changed much. This
type of project has since spread across the country.
Earth Road Construction Method
-
The method which the writer uses is to work in teams and to
set tasks for a whole team, not individuals tasks. The method
of working is listed below:
-
Remove topsoil and grass and stockpile to one side.
-
Put in centre-line peg in peg at top of backslope at start
and end of each team task.
-
Cut to fill until the correct cross-section is achieved. N.B.
The centre-line height is unknown at the beginning. If the original
ground is uneven some cut to fill in a longitudinal direction
is necessary.
-
The camber of the road must be achieved toward the end by using
two templates with a level and straight edge. The earth must
be rammed to consolidate it a much as possible if a compactor
is not available. The side drain shape must also be achieved
by checking frequently towards the end with two side-drain template
and a straight edge. Check that the transition with the next
team is smooth.
-
Spread the topsoil on the fill slope and replant the grass.
-
Ask the supervisor to inspect the completed task. Permission
to go home is given if the task is satisfactory.
Task Calculation
The above method includes the following tasks:
|
|
Unit
|
Daily Task
|
Qty
|
|
1. Cut to stockpile of topsoil
|
m3
|
5
|
B.T.
|
|
2. Cut to fill transversely in
|
soft
|
|
|
|
|
3.
|
medium
|
m3
|
5
|
H.C.L
|
|
4.
|
hard
|
m3
|
3
|
I.C.L
|
|
Cut to fill longitudinally
|
w/b
|
1
|
J.C.L
|
|
5. - Excavate and load in
|
soft
|
w/b
|
100
|
|
|
6.
|
Medium
|
w/b
|
60
|
|
|
7.
|
hard
|
w/b.m
|
20
|
|
|
8. Haul and tip
|
w/b
|
3000
|
|
|
9. Spread
|
m3
|
300
|
|
|
10. Compact fill by hand rammer
|
m
|
5
|
C.L
|
|
11. Shape camber with templates
|
m3
|
6
|
L
|
|
12. Shape sidedrain with templates
|
m
|
30
|
L
|
|
13. Replace topsoil on fill slope
|
m
|
5
|
B.T.L
|
|
14. Replant grass
|
m
|
60
|
L
|
Here L is the length of road completed by 1 person in 1 day
B,C, and T are defined in Section 8
The problem is to calculate L.
Slots must be cut at least one day before the task is set. From
the slots the supervisor must estimate:
T the thickness of black topsoil unsuitable for the road
B the width of the topsoil
H, I, and J the proportions of the cut which are soft, medium
and hard respectively
(H + I + J = 1,0)
Items 5 to 9 include quarrying, loading, hauling and spreading.
These should be given to a separate team when required.
Determine whether the cut cross-section is more rectangular or
triangular.
Calculate C = W.D. or 1/2.W.D = f
Area of topsoil in cross-section = B.T
Where C1, C2, and C3 are constants
and cross-section area = A.D.W.
Two sets of charts are produced, for A = 0,5 and 1,0. The Supervisor
thus has to measure Depth D and W and decide whether the cut is
more triangular (A = 0,5) or rectangular (A = 1,0).
Note that if the tasks are not confidently known for each activity
the table can be compiled empirically by selecting three values
of L based on experience.
These are substituted into the equation to give three simultaneous
equations with unknown C1, C2 and C3,
which are then solved. Then the equation is used to find the remaining
values in the table.
Table 1:
5 Person Team Task for one day
Triangular Cross-section
Soft ground
L = 5/(0,2.DW + 0,22)m
|
Width Depth
|
0
|
1
|
2
|
3
|
4
|
5
|
|
0,2
|
23
|
19
|
|
6
|
|
12
|
|
0,4
|
23
|
|
|
|
|
|
|
0,7
|
23
|
|
|
|
|
|
|
1
|
23
|
|
|
6
|
|
|
|
1,5
|
|
|
|
|
|
|
|
2
|
23
|
6
|
|
|
|
|
|
3
|
23
|
|
|
|
|
|
Table 2:
5 Person Team Task for one day
Triangular Cross-section
Medium ground
L = 5/(0,27.DW + 0,22)m
|
Width Depth
|
0
|
1
|
2
|
3
|
4
|
5
|
|
0,2
|
23
|
18
|
|
|
|
10
|
|
0,4
|
|
|
|
|
|
|
|
0,7
|
|
|
|
|
|
|
|
1,0
|
|
|
|
|
|
|
|
1,5
|
|
|
|
5
|
|
|
|
2,0
|
|
|
|
|
|
|
|
3,0
|
|
5
|
|
|
|
|
Table 3: 5
Person Team Task for one day
Triangular Cross-section
Hard ground
I = 5/(0,6.DW + 0,22)m
|
Width Depth
|
0
|
1
|
2
|
3
|
4
|
5
|
|
0,2
|
23
|
15
|
|
|
|
|
|
0,4
|
|
|
|
|
|
|
|
0,7
|
|
|
|
|
|
|
|
1,0
|
|
|
|
|
|
|
|
1,5
|
|
|
|
2,5
|
|
|
|
2,0
|
|
|
|
|
|
|
|
3,0
|
|
2,5
|
|
|
|
|
Conclusion
A calculation method and resulting tabular presentation has been
given for the basic road construction task. It can also be used
for pure maintenance where there is no excavation required. It has
been found suitable for supervisors with a low level education and
training, and results in roads of a satisfactory standard.
(Top)
VII.
A Review of Recent Labour-Intensive Construction in South Africa
By Robert Mc Cutcheon, University of Witwatersrand,
South Africa
Introduction
On his return to South Africa late in 1987 the author began to
explore the extent to which the success of the programmes in Kenya
and Botswana could be replicated in South Africa. Initially the
author assumed that replication would only e feasible in rural areas
because South Africa was far more industrialized and thus heavy
equipment was readily available together with the operation and
maintenance systems for achieving high productivity.1
Subsequent experience in South Africa has led to the conclusion
that the degree of dislocation between the industrialized portions
of South Africa and the remainder, means that the scope for labour-intensive
methods in much greater than appeared at first sight, this view
being strengthened by social and political factors.
Other conclusions have been derived from experience related to
labour-intensive construction in South Africa itself. Through extensive
involvement in some projects, limited involvement in others and
observation of the remainder, the author has been able to gain a
broad perspective of the recent development of labour-intensive
construction in South Africa from its beginnings in a few brave
initiatives to the present where hundreds of millions of rand are
being spent on so called labour-intensive work.2 The
author will first provide a brief review and then focus upon the
initiatives which have involved the greatest expenditure.
Initial Projects and Relatively Small-Scale Developments
In the early to mid-1980s odd pilot projects of rural road construction
were initiated in the Transkei and Kwazulu.3 These projects
demonstrated that in South Africa labour-intensive methods could
be used for low-volume rural road construction. However, none of
these projects progressed beyond the construction of a short stretch
of road. This is because they had been carried out on an ad hoc
basis: the organizations responsible for the work were not linked
into a regional or national institution, there was no programme
for future work.4 Isolated pilot projects did not lead
to programmes of construction.
During 1989 negotiations for a longer term programme were initiated
in Kwazulu. Funded by the Development Bank of Southern Africa (DBSA)
the Kwazulu Tribal Roads Maintenance Study was located within Kwazulu's
institution responsible for Tribal Authorities with formal links
to the Roads Branch of the Kwazulu Works Department (Roads Branch).
The study led to the formation of the Kwazulu Tribal Upgrading and
Maintenance Programme. Recently this has begun to develop along
the lines of the programmes in Botswana and Kenya.5 The
programme is now operational in over 20 Tribal Authorities and scheduled
to expand to a further ten during the coming year and throughout
all 230 over the next ten years.6 Policy is in place,
funding has been committed, suitable posts in the process of being
established and formal training will begin later this year. While
progress is encouraging it must be pointed out that it has taken
several years to establish the programme and many problems have
had to be surmounted.
Similar initiatives elsewhere have not yet taken root in relation
to rural road construction.
However, in the Transkei, starting in 1986, innovative work has
been carried out using labour-intensive methods for the construction
of a wide range of municipal public works in Ilinge (water supply
and reticulation, sewerage reticulation and treatment, stormwater
drainage and streets). Furthermore under the overall guidance of
a consultant, small contractors were established and trained.7
In 1987 the consultant responsible for these innovations became
involved in the upgrading of the water mains for the Soweto City
Engineer's Department.8 Somewhat later this project became
the Soweto Contractor Development Programme.9 Elsewhere
one contractor has reported significant progress in relation to
trenching for pipelines.10
This work has demonstrated that in South Africa labour-intensive
methods may be used for a wide range of civil construction. In the
case of replacement of water mains and pipeline trenching, it has
been demonstrated that the quality, cost and speed are comparable
to equipment-intensive methods. The work in Ilinge and Soweto has
also shown that small contractors may be developed capable of using
labour-intensive methods. The main weakness of the work in Ilinge
and Soweto is that it was project based - there was no long-term
programme (learning curve, training, overheads).11
Turning from projects to research for a moment: research in the
Department of Civil Engineering at the University of the Witwatersrand
indicates that labour-intensive methods may be used for surfaced
roads in urban areas and that significant employment opportunity
may be created.12
In the meantime several public authorities and development agencies
have attempted to increase the use of labour-intensive methods by
putting the onus upon the contractor. The contract documentation
has contained exhortations to use these methods "wherever feasible"
or "whenever possible". There has been a singular lack
of effect. Such conscience salving exercises have not only failed
to understand that the greater use of labour-intensive methods starts
with the design but also that at present the contractor is bound
into a socio-technical system based upon the use of equipment and
this cannot be changed overnight.13 On the one hand the
designs, specifications and documentation hardly exist; on the other,
the industry does not have organizational structures, planning,
procedures and supervisors to handle highly labour-intensive construction
works. However, we will see below that the industry may be influenced
to move in that direction but this has to be from a national perspective
and not from that of one contractor engaged on a single contract.
Large-Scale Projects and Initiatives
While the above projects involved several millions of rand we will
now turn to those that deal in billions: the Special Employment
Creation Programme, the Strategic Oil Funds and the Independent
Development Trust's Sites and Services Programme.
The Special employment Creation Programme (SECP) was launched in
1985: "to provide temporary relief to the unemployed but to
refrain from giving them handouts, and to deploy them as productively
as possible". This led to the commitment of large sums of money
to so-called labour-intensive construction and maintenance. From
April 1985 to June 1990 R719 million was spent on the programme
itself and R423 million on an allied Training Programme (but the
training was not linked into the SECP). Funds were still being dispensed
during the 1992/3 financial year. Thus well over a billion rand
has been spent through the Programme.
The entire Programme has not yet been systematically evaluated.
However, various reports allow the following overall observations.14
The structure of expenditure meant that, in relation to the Programme
itself, at best only half the money was allocated to the poor; in
relation to the training component considerably less. In relation
to projects with short term and temporary objectives:
|
no permanent employment opportunities were created;
|
|
no physical and social infrastructural assets were created;
|
|
projects were not integrated into development programmes;
|
|
projects were inadequately planned, designed, co-ordinated
and implemented;
|
|
institutional capacities were inadequate to deal with short-term
programmes in addition to normal activities;
|
|
in some instances permanent workers were replaced by temporary
workers.
|
It has been reported that long-term projects did contribute to
the creation of permanent employment opportunities and physical
and social infrastructure. However, no evidence has been provided
as to the balance of expenditure between the short-term and permanent
aspects of the programme and there is no evidence that in the latter
more employment was created per unit of expenditure. Thus, despite
much bandying about of the phrase "labour-intensive",
observation of several projects indicates that they were actually
labour-extensive.15 Of greatest importance was the fact
that this money was spent through at least 28 different institutions.
Despite its title, the Special Employment Creation Programme was
not a programme but mainly a number of poorly conceived, unplanned,
unco-ordinated projects. Its major weakness is that it was not a
programme situated within a firm institutional base.16
In 1991 the South African Cabinet decided to allocate one billion
rand from the sale of strategic oil reserves to special programmes
and projects which would benefit undeveloped areas in particular.
The overall objective was "to achieve the greatest possible
degree of involvement, employment creation, meeting needs and stability
through the most cost effective allocation of funds possible".17
The funds were allocated to various government departments and public
sector authorities.
Once again, no scholarly review of the expenditure of the Fund
has been carried out. However, it is possible to discuss progress
with respect to roads to which approximately R250 million was allocated.18
Less than three months were allowed for proposals to be submitted,
work had to begin within three months of approval. A preliminary
survey has shown that R125 million was allocated to authorities
who used it for conventional equipment-intensive projects. Of the
remaining R125 million well over half is being carried out labour-extensively,
while the attempts to carry out effective labour-intensive work
are severely hampered by the lack of the prerequisites enumerated
earlier. Similarly, one of the objectives of the IDT's sites and
services projects was to create employment opportunities through
the use of labour-intensive methods - given the lack of lead-in
time was a similar lack in effective use of labour-intensive methods.
The ineffectiveness in relation to labour-intensive construction
was not the fault of the executing agencies, apart from a lead-in
time of 3-6 months. By contrast for a R100 million road project
at least two years' planning and preparation would be allowed.
The above review reveals negative and positive aspects. The vast
majority of the expenditure on job creation has been unsystematic
and certainly has not made effective use of labour-intensive methods
(no institution, no training). The majority of the so-called labour-intensive
work has either been conventional construction (i.e. product with
no extra employment created) or labour-extensive. However, developments
in South Africa have shown that good quality, cost-effective and
timely construction can be achieved for a range of work far greater
than low-volume rural roads. Equally that contractors could play
a role in the execution of the work, provided that preparatory work
hd been done: designs, specifications, contract documentation and
the training of personnel. Further expansion of employment creation
in public works is limited by the lack of a long-term perspective,
national planning and institutional development. Over the past year
there have been some positive developments in this direction.
During 1992 a National Consultative Forum on Drought was initiated.
The Forum decided to set up four Task Forces, one of which was the
Employment Task Force. In tun this task force has explored short-term
and long-term options. In relation to the long-term it has made
recommendations as to the pre-investment work that needs to be carried
out for a National Employment Creation Programme using Labour-intensive
methods for the construction and maintenance of public works (water,
supply, sewerage, roads, stormwater drainage and electricity). An
intrinsic part of this proposal is the development of individual
and institutional capacity (community, local, regional and national):
extensive training is envisaged. While the full benefits of such
work would be revealed in a long-term programme, the short term
has not been ignored. The pre-investment work for this programme
is hopefully about the begin.19
A second initiative is being championed by the National Committee
of Labour-intensive Construction (NCLIC) and COSATU. Early in 1992
a member of South African Federation of Civil Engineering Contractors
(SAFCEC) realised that greater use of labour-intensive methods of
construction could alleviate unemployment and bring more work into
an industry that had been crippled by recession, cutback in government
spending and civil war. Representatives of several civil engineering
industry associations (SAFCEC, South African Institutional of Civil
Engineers, South African Association of Consulting Engineers, South
African Road Federation) met and decided to convene a symposium
on labour-intensive construction.20 The author was invited
take part in preparatory meetings and present a paper "Setting
the Scene".21 The author advised that if the group
were intending to take the subject seriously they should invite
COSATU to take part in the symposium. This led to a series of meetings
between NCLIC (which by this time included the Institute of Municipal
Engineers in South Africa) and COSATU. In part this has led to the
Executive Director of SAFCEC defining the industry as labour-intensive.22
More importantly this has led to the drafting of a Framework Agreement.
The Framework Agreement consists of over 40 items. While each is
important, in the first item the industry commits itself:
1.1 To maximize the se of labour intensive systems of construction
within public works programmes, with due regard to economics.
In turn COSATU has agreed to the linking of payment to production
in public works. Both of these commitments have been made within
the context of community involvement in the definition of what has
to be constructed, where, and in the construction process itself
(not just employment creation but also skills: i.e. as much emphasis
upon process as product). Training is an intrinsic part of the Agreement.23
Are these not fundamental components of the long-term programme
advocated by the Employment Task Force? Is this not the same as
the long-term programme? Yes and No. All aspects of the Framework
Agreement would be either critical or useful for the long-term programme.
But the industry is currently equipment-intensive. Despite its assertion
"to maximize the use of labour-intensive systems of construction..."
it cannot restructure itself overnight. This is explicitly acknowledged
in the first item of the Framework Agreement by reference to "...
with due regard to economics", supplemented by the examples
provided by the industry to support this position which indicate
that it has yet to appreciate the extent to which equipment can
be replaced by labour.
However, the author considers that, for example, in road construction
the Framework Agreement could lead to the proportion of cost going
to labour increasing from 10% to 15% in the short term. For example,
in relation to the N1 between Johannesburg and Pretoria there were
two options: 6% or 15% to labour. At that time the 6% option was
chosen. The fact that there was a 15% option shows that within existing
civil engineering practice it would be possible to generate employment
opportunities. The author considers the Framework Agreement, if
signed and implemented, could lead to such developments.1
While not to be sneered at, it pales by comparison to the proportion
of cost that could be achieved by labour-intensive methods (60%-70%).
Nevertheless the author considers the language of the Framework
Agreement is sound and as such this initiative would be an ally
of the long-term programme: together with other sensible and organized
short-term work it would form part of the lead-in phase thus creating
some employment and public works, and responding to social needs
and political demands.
Nevertheless the author considers the language of the Framework
Agreement is sound and as such this initiative would be an ally
of the long-term programme: together with other sensible and organized
short-term work it would form part of the lead-in phase thus creating
some employment and public works, and responding to social needs
and political demands.
Conclusion
In conclusion there are several implications for South Africa of
labour-intensive construction throughout sub-Saharan Africa (i.e.
including South Africa).
Specifically: rural roads may be constructed and maintained by
highly labour-intensive means: 5 to 7 times more employment being
created per unit of expenditure. It is also possible to create a
significant increase in employment opportunities per unit of expenditure
across a wide range of civil construction including most municipal
or urban engineering services and using contractors. Research at
this university indicates that there is a high employment potential
in urban road construction, for example.
The national programmes of rural road construction indicate how
to establish a national employment creation programme for the construction
of public works: the process resulting not only in greater employment
but also in the generation of individual and community capacities
in technical and institutional terms.
National programmes have been established through:
|
the adoption of a long-term national perspective in which
a programme is developed;
|
|
attention to technical, institutional, administrative, organizational
and socio-economic detail during the preparatory lead-in phase
and throughout the programme;
|
|
institution at community, regional and national levels;
|
|
extensive training at site, multi-site and national levels.
|
In order for greater success to be achieved in the long run a four
phased approach should be adopted:
|
Orientation
|
|
Preparatory Work: Analyses and Design
|
|
Pilot/Initial Training
|
|
Expanded Training - National Programme.
|
The above approach has to be located within an institutional framework:
national, regional, local.
A "lead-in" time is necessary. During this lead-in period
phases 1 and 2 are carried out. Below the components of the different
phases are listed.
Phase One
Education and agreement at national regional and local levels as
to:
(i) Concepts and Objectives: asset creation plus significant
additional employment opportunities per unit of expenditure;
(ii) Nature of long-term "programmes";
(iii) Conditions of employment, wages and linking of payment
to production. Brief local and national authorities as to type,
standard, funding and method of construction; the importance of
training, institution (local and national), long-term political
and financial commitment.
Agreement that labour-intensive public works programmes are not
emergency or drought relief projects.
Draft long-term programme.
Phase Two
Analysis: institution (local and national); organization; levels
of funding; specific technical analyses; criteria for staff recruitment;
identification of initial communities and training sites.
Preparatory Work: design, specification, documentation; administrative,
technical and training manuals; selection of trainees; briefing
of communities; priorities.
Revise forward plans.
Phase Three
Orientation and training of trainers; start pilot projects and
embryonic training programmes; revise training and national programmes;
revise manuals and reporting systems prior to initiation or large-scale
national programmes.
Phase Four
Expand initial training programmes within each sub-sector into
a national programme. But the expansion should only be allowed to
proceed in the following manner:
(i) at the rate at which the training programme can produce skilled
site supervisors and managers (training must pay as much attention
to character as technical competence);
(ii) to the degree to which local communities have the capacity
to absorb the trained personnel;
(iii) to the degree to which the national institution is able
to absorb the trained management personnel and maintain its overall
planning, co-ordinating, monitoring and evaluation role.
Through the "programme" approach (as opposed to "project")
the institution is established together with the human resources
required to implement the work from site level through to national
planning and co-ordination.
The four-phased approach, outlined above, is the result of many
years of experience and analysis.
Although it has a proven track record that does not mean that it
will be adopted in South Africa. The World Bank has recommended
that where no previous experience exists a start-up period of at
least three years should be considered.24 But in the
present political climate even policy makers who are sympathetic
towards labour-intensive construction are reluctant to face the
reality of the need for a lead-in period. Policy makers who are
only concerned with jobs and have little interest in product have
even less appreciation of the need for a start-up period. It is
recommended that the dilemma be resolved through (i) initiating
a long-term employment creation programme and (ii) at the same time
taking advantage of the Framework Agreement and other sensible,
short-term initiatives for immediate impact. And that the programme
is not treated as emergency-relief. In this way the process of labour-intensive
construction could indeed make a contribution to alleviating unemployment
and generating individual and community skills in technical and
institutional terms.
So much for specific conclusions. More generally, the author wishes
to close with the following comments.
The review of the projects and programmes in South Africa that
have purported to use labour-intensive methods reveals that they
were largely unplanned, resulting in the labour-extensive production
of ill-defined products of doubtful value through processes which
did not lead to individual, community or institutional capacities.
This darker side is partly the result of the unplanned nature of
the projects and programmes, but on reflection it seems to be based
upon a fundamental lack of appreciation of the worth of manual labour
and the need to develop individual and community skills. Frequent
exposure to these attitudes has led me to conclude that one of the
major stumbling blocks is the perception that labour-intensive work
is simple work by simple people in simple places using simple tools
and, therefore, there is no need for sophisticated people to take
the matter seriously - consequently no need to plan; no appreciation
of the need for development of skills. Putting it another way, to
consider a person who can move 5 to 7 tons of material in a day
'unskilled' is a measure of the lack of understanding of: (i) the
individual skill necessary to achieve such a task; and (ii) the
commitment, training and organization required to enable a worker
to become so productive.
In South Africa a long-term 'programme' approach to labour-intensive
construction and maintenance of public infrastructure could alleviate
the unemployment problem (not solve it), and contribute to individual
and institutional capacity building at local, regional and national
levels.25
Notes and References
-
R.T. McCutcheon, "Labour-intensive Road Construction and
Maintenance: the Implications for South Africa of Other Sub-Saharan
Experience", Developing Countries: Civil Engineering and
Transportation Convention, Financing and Managing of Road Resources,
Vol. 4c (Pretoria: Organizing Committee SAICE ATC88, CSIR 1988),
31-22.
-
R.T. McCutcheon, "Employment Creation in Construction
in South Africa: The Potential and the Problems", Annual
Transportation Convention 1993, vol. 3b Labour-based Construciton
(Pretoria: ATC, June 1992) 1.1-1.41.
-
S.B. Solinjani, S.D. Sadoro, M.Y. Addae and M. Vunguvungu,
The Transkei Labour-based Access Roads Construction and Maintenance
Programme Main Findings (Umtata; UNITRA Bureau of Development
Research and Training, June 1989).
R. Geddes, Guidelines: Road Layout for Developing Communities.
Literature Review, technical Report RTV/21 (Pretoria: CSIR NITRR,
1985).
R. Little, "Labour Intensive Road Construction in the Valley
of a Thousand Hills", Annual Transportation Convention,
CSIR, Pretoria, Vol. 2A (Pretoria; CSIR, 1987).
-
R.T. McCutcheon and . Veldman, "Tribal/Rural Access Roads:
the Development of an Institutional Framework of Labour-intensive
Road Construction and Maintenance", Tenth Annual Transportation
Convention 1990, CSIR Convention Centre, Third World Issues,
3C Papers (Pretora: ATC, August 1990), 8.1-8.16).
-
R.T. McCutcheon and R. Little, "Practical Guidelines for
the Establishment of a Rural/Tribal Capacity to Construct and
Maintain Roads by Labour-Intensive Methods", Annual Transportation
Convention 1991 Developing Areas 4D (Pretoria; ATC CSIR, 1991),
2.1-2.19).
-
Personal Communication. C. Ware, Kwazulu Engineer, to author,
1993.
-
J. Croswell, "Labour-based Construction at Ilinge, Republic
of Transkei", Labour-intensive: Practical Details for Success
31 October and 1 November 1989 (Johannesburg: University of
the Witwatersrand Department of Civil Engineering/CEE, October
1989), 14pp.
S. Phillips, D. Meyer and R.T. McCutcheon, "Employment
Creation, Poverty Alleviation and the Provision of Infrastructure:
Lessons from the Labour-based Construction and Municipal Services
in Ilinge", Urban Forum, Vol. 3 No. 2 1992, 81-113.
-
J.Croswell, "Proposal for the Construction of Certain
Works at Soweto Using Labour-based Methods", Croswell September
1987 included in readings for Labour-Intensive Construction:
Practical Details for Success 31 October and 1 November 1989
(Johannesburg: University of the Witwatersrand, Department of
Civil Engineering/CEE, October 1989), 14pp.
-
R.B. Watermeyer (ed.) Contractor Development in Labour-based
Construction (Johannesburg: The Contractor Development Team,
1992).
-
T. Loots, "Report of Practical Experience in Labour-intensive
Construction", Labour-intensive Construction: Practical
Details for Success 31 October and 1 November (Johannesburg:
University of the Witwatersrand, Department of Civil Engineering/CEE,
October 1989), 4pp.
-
Phillips, et al., 1992, op. cit.
-
S. Phillips "The viability of reintroducing water bound
macadam as a base course for roads in South Africa using labour-based
construction methods."
(Johannesburg: University of the Witwatersrand, Department of
Civil Engineering, Unpublished M.Sc (Eng.) Project Report, 1992)
-
S. Phillips, R.T. McCutcheon and D. Meyer, "The Viability
of Re-introducing Water-bound Macadam as a Base-course for Roads
Using Labour-based Methods", Annual Transportation Convention
1991, Vol. 4b, Pavement Engineering. (Pretoria: CSIR 1991),
2.1-2.18.
S. Phillips, R.T. McCutcheon and D. Meyer, "The Use of
Waterbound Macadam Basecourses for the Labour-intensive Construction
of More Heavy Trafficked Roads in Developing Areas", paper
presented at the 12th International Road Federation
World Highways Conference held in Madrid, Spain, 16 to 21 May
1993.
S. Phillips and R.T. McCutcheon, "Theoretical Analysis
of the Comparative Cost of Labour-based and Machine-based Construction
of Primary Distributors", in preparation.
-
McCutcheon, June 1993, op. cit. 12-30.
-
F.V. Viljoen, et al., Evaluation of the South African
Special Programmes for Creating Employment. Research Report
No. 8. (Sandton: DBSA, 1987).
L. Kritzinger-Van Niekerk, "Public Works Programmes in
South Africa", paper presented at a COSATU Seminar, "One
Million Jobs by 1992", Park Lane Hotel, Johannesburg, 22-23
August 1991.
-
See for example: P.A. Pienaar, M.S. Phupheli and A.J. Pienaar,
"A Comparison of Management Approaches on labour-intensive
Porjects". Annual Transportation Convention 1993 Volume
3B Labour-based Construction (Pretoria: ATC, June 1993), 2.1-2.19.
-
C. Cook, M. Beenhakker and R. Martwig, Institutional Considerations
in Rural Road Projects World Bank Staff Working Papers Number
748 (Washington: World Bank, 1985).
-
State president F.W. de Klerk, Speech to Parliament, Cape Town,
29 April 1991.
-
S. Phillips, M.R. Greyling and R.T. McCutcheon, Labour-intensive
Road Construction Funded from the Sale of Strategic Oil Reserves:
The Vital Issues. Project Report PR 93/780 (Pretoria: Department
of Transport, May 1993).
-
Employment Task Force, "National Employment Creation Programme
for the Provision of Public Infrastructure using Labour-intensive
Methods of Construction. Draft Proposal for Pre-investment Work".
(Johannesburg: National Consultative Forum on Drought, Unpublished,
February 1993).
-
National Committee for Labour-intensive Construction (NCLIC)
The Search for Guidelines on the Appropriate Use of Labour-intensive
Methods in Construction. Proceedings of the Seminar held at
the University of Cape Town on 14 April 1992 (Cape Town: NCLIC,
April 1992).
-
R.T. McCutcheon, "Setting the Scene" in NCLIC ibid.
-
W. Vance, "Towards a Policy for Developing Labour-intensive
Costruction', in Outlook for Costruction: A Mini-seminar o Address
Construction Opportunities and Strategies in the Year Ahead
9 September 1992 (Midrand: BIFSA, 9 September).
-
NCLIC-COSATU-South African National Civics Organization (SANCO),
"The Framework Agreement for Public Works Projects using
Labour-intensive Construction Systems", (Johannesburg;
NCLIC-COSATU-SANCO, 22 June 1993).
-
B. Coukis (Principal Co-ordinator and Contributor), Labour-based
Construction Programs: A Practical Guide for Planning and Management
(London: Oxford University Press for the World Bank, 1983).
-
R.T. McCutcheon, "Employment Creation in Public Works.
Labour-intensive Construction in sub-Saharan Africa: The Implications
for South Africa", Inaugural Lecture, University of the
Witwatersrand, 25 May 1993, Urban Forum, Volume 4, No. 2, 1993
(forthcoming).
-
The Framework Agreement between NCLIC, COSATU and the South
African National Civics Organizatio (sanco) was signed on 22
June 1993.
Introduction
Most labour-based road works have previously been public works
schemes carried out by force account. In recent years, there has
been a move towards an increased involvement of the domestic private
sector in the execution of road construction and maintenance works
using labour-based methods.
When involving the domestic private sector in the execution of
labour-based road works, there are several important issued which
need proper attention during project design and implementation.
Contractors will not provide an easy solution to road construction
and maintenance problems. Caution should be taken so as not to be
pushed too fast by Thatcher-like ideas. The development of small-scale
contractors entails a series of new activities such as training
in business management, development of user-targeted training material,
development of contract procedures, streamlining of payment procedures
and developing banking facilities.
Experience has also shown that while the involvement of the private
sector may come easily in some countries, there may be an initial
reluctance towards this concept in other places. People's mentality
towards these concepts is governed by the political and economic
environment which results in a totally different environment from
one country to another.
Training
Training is a key element in the development of small-scale contractors
for labour-based road works. The training programme usually includes
both government staff and personnel from the contracting firms ranging
from general management staff, plant operators, store keepers and
site supervisory staff.
Training of contractors is usually provided by the Government with
financial assistance from a donor. The contractor receives the training
of his/her staff free of charge. In addition to staff salaries and
accommodation, they are usually only obliged to pay an enrolment
fee (approximately US$ 100). This serves as a guarantee for the
full commitment of the contractor to the training programme.
Contractor development programmes in the region have followed two
major training approaches. In Ghana, the Department of Feeder Roads
decided to train the contractors in all types of labour-based road
works ranging from routine maintenance to new construction in one
training programme. In Lesotho, the strategy chosen has been to
follow a step-by-step training approach by first training the contractors
in executing routine and regravelling works, where only the best
performing firms are awarded the larger regravelling contracts.
The involvement of the private sector in rehabilitation works is
only expected after the road maintenance training programme has
been completed.
Training Material
The Improve Your Construction Business Programme has produced a
series of publications which are relevant for small-scale road contractor
development programmes. This material was originally developed for
the building construction industry and therefore needs to be modified
before it can be used in training programmes for labour-based road
sector programmes.
ILO's three volumes on Interactive Contractor Training were used
in the small-scale road contractor development programme in Kenya.
The training material used for the small-scale contractor development
programme in Lesotho is also based on literature development for
the Improve Your Construction Business Programme. However, this
material is not suitable for the training of local consultants for
involvement in labour-based road programmes.
Institutionalization
A key element in small-scale road contractor development programmes
is the involvement of the government line agency at all stages of
implementation and training. When the contractor training programme
commenced in Ghana, ministry officials were always present, thus
facilitating their integration into the programme.
In the Kilimanjaro contractor training programme in Tanzania, the
Government as yet has not provided any counterpart staff for training,
and is therefore in no position to play its full role yet. In the
mean time, the National Construction Council (NCC) has been engaged
to manage the trained contractors. The daily supervision of the
road works is now carried out by the NCC in close collaboration
with ILO technical advisers. Eventually, a contracts management
capacity will have to be established in the Regional Engineer's
Office. At that stage the NCC, which has been the counterpart agency
for this training programme, can revert to an advisory capacity.
It is expected that the ATATAP project may improve this situation.
Involvement of Consultants
The involvement of domestic consultants in labour-based roads works
is still an area which has not been looked into very much. There
is considerable scope for involving local consultants in the implementation
and monitoring of road projects executed by small-scale contractors.
For this purpose, specific guidelines for the consultants need to
be developed. However, when such initiatives are taken, it is important
to do this in a co-ordinated manner, in the same way as the approach
has been for the training of contractors where the ILO has provided
a co-ordinating role.
In South Africa, several local consultants have already been involved
in the implementation and supervision of labour-based projects.
The University of Witwatersrand has produced interim guidelines
for consultants on how to manage labour-based construction projects.
Classification of Contractors
It is important that newly established labour-based road contractors
are registered by the Government and certified to carry out a certain
type of contractors. Experience show that in some countries it is
easy to accommodate the labour-based contractors in the existing
classification of construction firms, while in other countries it
is necessary to establish new categories of contractors for this
purpose.
As an example, the licensing procedures in Tanzania are very flexible,
allowing for a wide range of contractors, while in Ethiopia the
procedures are very rigid and require a high liquidity from the
contractors. In Ghana, the labour-based contractors were not originally
classified, and a special category had to be established before
they could be certified.
Payment Procedures
Due to a limited access to capital, small-scale contractors are
vulnerable to cash flow distortions caused by late payments. on
labour-based projects a considerable portion of the total costs
are related to labour wages. When the contractor is unable to pay
the workers on time, site productivity is seriously hampered. This
is an issue which must be seriously addressed by the project management
in order to ensure that the contractors achieve the expected productivity
rates, in the worst cases, are not forced into bankruptcy.
In Lesotho, an important part of the pilot project has been to
establish efficient procedures ensuring that the Government process
payments to the contractors in time.
In exceptional cases, when Government fails to pay a contractor
in time, the contractor can obtain short-term loans with security
in the payment certificate. However, this is only possible once
the contractor has established a good business relationship with
a private bank.
Selection of Contractors
In Ghana, the size of the contractors was crucial for the identification
and selection of contractors to receive training in labour-based
technology. the programme targeted contractors who would use labour-based
methods as a source of livelihood. The large contractors were not
interested in the labour-based road contracts since these contracts
were considered to be too small.
Kenya used the same criteria for selection of contractors, namely:
|
ownership of equipment,
|
|
supervisory capacity,
|
|
access to capital,
|
|
background of company, i.e. track record
|
|
size of company, wanted small contractors, and
|
|
residence.
|
Some of the contractors had previous experience from the building
industry, others were transport contractors.
During the first trial contracts, the contracts were given fixed
rates. the second batch of contracts were distributed after competitive
bidding. Six contracts were offered to 10 bidders.
Firms providing bids which were 50% below or above the original
estimates, or if they did not comply to tender specifications, were
disqualified.
Supply of Contracts
When developing small-scale contractors to implement labour-based
roadworks, it is important that the road authorities would be able
to supply a steady amount of works to the newly established construction
firms. In order to defend their investments in staff and equipment,
a firm Government commitment on future work prospects is required.
When the contractors are well established, they will also look
for assignments in other sectors, thereby reducing the dependency
on the roads authorities. Secondly, it is envisaged that the labour-based
contractors will eventually be able to bid successfully on works
which are not embarked for labour-based methods, competing with
traditional equipment-intensive firms.
The Role of Private Banks
From the experience in Ghana, it is evident that the project management
should be fully involved when negotiating the loan conditions offered
to the contractors by the private banks, thereby avoiding unreasonably
high interest rates being claimed by the banks.
Furthermore, the banks may insist on a repayment schedule which
is in conflict with the interests of the project. it is thereby
strongly recommended that the project staff closely monitor the
schedule of repayment of the equipment loans.
|