| Item | Total volume or number | Unit cost (Zam.K.) | Total cost (Zam.K.) | |
| A. | Reservoir (14 ha) | |||
| Land clearing | 5 500 m2 | 0.01 | 550 | |
| Earth work by machinery | 6 500 m3 | 0.50 | 3 250 | |
| Earth work by manpower | 1 000 m3 | 1.50 | 1 500 | |
| Concrete work | 70 m3 | 55.00 | 3 850 | |
| Reinforced concrete work | 28 m3 | 75.00 | 2 100 | |
| Reinforcement | 1 680 kg | 3.00 | 5 040 | |
| Form work | 280 m2 | 5.00 | 1 400 | |
| Component total | 17 690 | |||
| B. | Fish ponds (11.5 ha) | |||
| Land clearing | 150 000 m2 | 0.01 | 1 500 | |
| Earth work by machinery | 50 000 m3 | 0.50 | 25 000 | |
| Earth work by manpower | 10 000 m3 | 1.50 | 15 000 | |
| Concrete work | 360 m3 | 55.00 | 19 800 | |
| Reinforced concrete work | 160 m3 | 75 00 | 12 000 | |
| Reinforcement | 8 000 kg | 3.00 | 24 000 | |
| Form work | 3 200 m2 | 5.00 | 16 000 | |
| Component total | 113 300 | |||
| C. | Buildings | |||
| Office | 40 m2 | 80.00 | 3 200 | |
| Store | 60 m2 | 60.00 | 3 600 | |
| Workshop | 50 m2 | 50.00 | 2 500 | |
| Component total | 9 300 | |||
| D. | Other facilities | |||
| Road | 7 500 m2 | 0.5 | 3 750 | |
| Fencing | 270 m2 | 2.0 | 540 | |
| Tube well, diesel pump, 5 hp | 1 | 1 000.0 | 1 000 | |
| Water tank | 1 | 500.0 | 500 | |
| Component total | 5 790 | |||
| Construction cost: | 146 080 | |||
| Indirect construction cost (10%)a | 14 620 | |||
Sub-total | 160 700 | |||
Contingencies (20%) | 32 300 | |||
Total | 193 000 | |||
| In U.S.$b 242 500 | ||||
a Cost for design and supervision
b U.S.$ 1.00 = Zam.K. 0.80 - January 1979
| Item | Total volume or number | Unit cost (Zam.K.) | Total cost (Zam.K.) | |
| A. | Dam | |||
| Land clearing | 2 500 m2 | 0.02 | 50 | |
| Earth work by machinery | 1 500 m3 | 0.75 | 1 125 | |
| Earth work by manpower | 500 m3 | 1.50 | 750 | |
| Concrete work | 30 m3 | 55.00 | 1 650 | |
| Component total | 3 575 | |||
| B. | Fish ponds (6.0 ha) | |||
| Land clearing | 84 000 m2 | 0.01 | 840 | |
| Earth work by machinery | 15 000 m3 | 0.50 | 7 500 | |
| Earth work by manpower | 7 000 m3 | 1.50 | 10 500 | |
| Concrete work | 240 m3 | 55.00 | 13 200 | |
| Reinforced concrete work | 66 m3 | 75.00 | 4 950 | |
| Reinforcement | 3 300 kg | 3.00 | 9 900 | |
| Form work | 770 m2 | 5.00 | 3 850 | |
| Component total | 50 740 | |||
| C. | Other facilities | |||
| Road | 2 100 m2 | 0.5 | 1 050 | |
| Component total | 1 050 | |||
| Construction cost: | 55 365 | |||
| Indirect construction cost (10%)a | 5 536 | |||
Sub-total | 60 901 | |||
Contingencies (20%) | 12 179 | |||
Total | 73 080 | |||
| In U.S.$b 91 600 | ||||
a Cost for design and supervision
b U.S.$ 1.00 = Zam.K. 0.80 - January 1979
| Item | Total volume or number | Unit cost (Zam.K.) | Total cost (Zam.K.) | |
| A. | Fish ponds (12.0 ha) | |||
| Land clearing | 160 000 m3 | 0.01 | 1 600 | |
| Earth work by machinery | 40 000 m3 | 0.50 | 20 000 | |
| Earth work by manpower | 15 000 m3 | 1.50 | 22 500 | |
| Concrete work | 420 m3 | 55.00 | 23 100 | |
| Reinforced concrete work | 160 m3 | 75.00 | 12 000 | |
| Reinforcement | 8 000 kg | 3.00 | 24 000 | |
| Form work | 1 600 m2 | 5.00 | 8 000 | |
| Component total | 111 200 | |||
| B. | Other facilities | |||
| Road | 5 500 m2 | 0.5 | 2 750 | |
| Component total | 2 750 | |||
| Construction cost | 113 950 | |||
| Indirect construction cost (10%)a | 11 400 | |||
Sub-total | 125 350 | |||
Contingencies | 25 650 | |||
Total | 151 000 | |||
| In U.S.$b 188 750 | ||||
a Cost for design and supervision
b U.S.$ 1.00 = Zam.K. 0.80 - January 1979
| Item | Total volume or number | Unit cost (Zam.K.) | Total cost (Zam.K.) | |
| A. | Fish ponds (10.0 ha) | |||
| Land clearing | 11 000 m2 | 0.01 | 1 100 | |
| Earth work by machinery | 40 000 m3 | 0.50 | 20 000 | |
| Earth work by manpower | 5 000 m3 | 1.50 | 7 500 | |
| Concrete work | 70 m3 | 55.00 | 3 850 | |
| Reinforced concrete work | 120 m3 | 75.00 | 9 000 | |
| Reinforcement | 6 000 kg | 3.00 | 18 000 | |
| Form work | 1 200 m2 | 5.00 | 6 000 | |
| Component total | 65 450 | |||
| B. | Buildings | |||
| Office | 40 m2 | 80.0 | 3 200 | |
| Store | 60 m2 | 60.0 | 3 600 | |
| Workshop | 50 m2 | 50.0 | 2 500 | |
| Component total | 9 300 | |||
| C. | Other facilities | |||
| Road | 4 800 m2 | 0.5 | 2 400 | |
| Fencing | 270 m2 | 2.0 | 540 | |
| Tube well, diesel pump, 5 hp | 1 | 1 000.0 | 1 000 | |
| Water tank | 1 | 500.0 | 500 | |
| Component total | 4 440 | |||
| Construction cost | 79 190 | |||
| Indirect construction cost (10%)a | 7 910 | |||
Sub-total | 87 100 | |||
Contingencies (20%) | 17 400 | |||
Total | 104 500 | |||
| In U.S.$b 130 625 | ||||
a Cost for design and supervision
b U.S.$ 1.00 = Zam.K. 0.80 - January 1979
