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Table 2. Well construction and rehabilitation<br />

targets for the Ministry of Public Works (MPW)<br />

and the Rural Waterworks Development<br />

Corporation (RWDC).<br />

Year<br />

Shallow<br />

wells<br />

Deep<br />

wells<br />

Rehabilitation<br />

1980 10000 1691 1274<br />

1981 13000 5000 2000<br />

1982 45000 13000 2500<br />

1983 40000 14000 2500<br />

1984 41000 15000 2500<br />

1985 16000 15000 2500<br />

1986-1990 4000 23800 12500<br />

Source: Government of Philippines. 1980. Integrated<br />

water supply program, 1980-2000; and RWDC - The<br />

Philippines rural water supply program.<br />

the country will have approximately 200 000<br />

shallow wells and 110 000 deep wells. If all the<br />

shallow wells and 70% of the deep wells are<br />

located in the rural areas, each shallow well<br />

will be used by about 17 households and each<br />

deep well will cater to about 50 households.<br />

Thus, for a target of one shallow well for<br />

every five households, there will be a need for<br />

an additional 480 000 shallow wells by 1990.<br />

Malaysia<br />

After extensive laboratory investigations,<br />

nine suction, two pressure-suction, one<br />

pressure-lift, and five lift pumps were<br />

fabricated and installed in two rural areas -<br />

Kuala Pilah and Ipoh. These pumps have been<br />

field tested for over 1 year, and no major<br />

problems have been encountered so far. All<br />

of them are still functioning, and from preliminary<br />

observations, it appears that the<br />

villagers are satisfied with their performance.<br />

The major distinctive features of these pumps<br />

include: a PVC cylinder fitted with a sliding<br />

PVC piston and a stationary, but removable,<br />

PVC foot valve; and a leverage system consisting<br />

of timber linkages and galvanized iront<br />

oil-impregnated timber bearings.<br />

These PVC handpumps were installed in<br />

existing wells that had handpumps that were<br />

condemned from further use. The wells<br />

averaged 30 feet (9 m) deep and the water<br />

depth was usually 10-23 feet (3-7 m) below<br />

the ground. Each handpump served a cluster<br />

of four to five households. The pressuresuction<br />

and pressure-lift pumps, however,<br />

had individual household connections to each<br />

of the four or five households. Thus, every<br />

user could pump the water directly into a<br />

water tank installed at their own house.<br />

Economic analysis<br />

A financial analysis was conducted to<br />

compare the cost of the PVC pump (both<br />

experimental cost and projected production<br />

cost) with the cost of the two existing pumps<br />

(Gibson and Fuji).<br />

The results of this analysis showed that the<br />

present worth and equivalent cost of the PVC<br />

pump were lower than the existing pumps<br />

(Table 3). This difference was especially significant<br />

when the cost of the PVC production<br />

model was compared with the cost of the<br />

existing handpumps. Using the presentworth<br />

and annual-equivalent-cost concepts,<br />

the cost of the PVC production model was<br />

Table 3. Summary of various measures of pump<br />

cost (US$).<br />

Type of Capital Present Annual<br />

pump cost worth equivalent cost<br />

Gibson 31 148.11 79.74<br />

Fuji 61 155.48 28.40<br />

IDRC<br />

Experimental 134 145.72 27.33<br />

Production 74 85.72 15.99<br />

Note: The analysis for present worth and annual<br />

equivalent cost is based on the format prepared by<br />

J. Majumdar and discussed at the mid-project meeting in<br />

August 1980 (Goh 1980).<br />

Table 4. Basic information on handpumps (1980<br />

constant dollars).<br />

IDRC models'<br />

Experi- Produc-<br />

Item Gibson Fuji mental tion<br />

Installation cost°<br />

Material 85 85 85 85<br />

Labour 49 49 49 49<br />

Transport cost` 1 1 1 1<br />

Pump and coupling 30 60 133 73<br />

Installed capital cost 31 61 134 74<br />

Annual repair cost' 9 9 2 2<br />

Period of operation<br />

(years) 0.5-2.5 3-5 7-9 7-9<br />

Economic life (years) 2 4 8 8<br />

Rate of discount (%) 10 10 10 10<br />

Salvage value at end<br />

of year 0 0 0 o<br />

'A breakdown of the major cost components of both<br />

models is given in Table 5.<br />

'For a 30-foot (9-m) well, the costs are: auger, $18; labour<br />

(14 days at $3.50 per day), $49; cernent, $10; and casing<br />

and pipe, $57. These costs are the saure for all pumps.<br />

`Assuming a distance of 62 miles (100 km) from port and<br />

that the pumps are transported in bulk. The total fixed<br />

costs, including installation, are: Gibson, $165; Fuji, $195;<br />

IDRC experimental, $268; and IDRC production, $208.<br />

'Repair cost is for parts only. Assumed that labour is provided<br />

by either the user or the government.<br />

62

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