The present cost estimates based on prices of 1987 are provided by WAPDA or by other local sources.
In the first part unit prices of works, structures or of installations are evaluated. These data are employed to calculate the cost estimates of specific components of each complexes.
1. UNIT PRICES
1.1 Structures of ponds
1.1.1 Drainage structures of brood fish pond
| Earth work, including excavation, rehandling, backfilling compaction, dressing of banks and ground surface: | |
| Rs. | |
70.0 m3 × 15 Rs/m3 | 1 050 |
| R.c.c. works 1:2:4, including cement, gravel shuttering, curing, rendering and finishing the exposed surfaces, but excluding reinforcement | |
3.0 m3 × 1 400 Rs/m3 | 4 200 |
| Reinforcement: material and labour | |
150 kg × 9 Rs/kg | 1 350 |
| Blinding concrete: material and labour (1:4:8) | |
1 m3 × 650 Rs/m3 | 650 |
| Lining: 30 × 30 × 89 c.c. slabs on 5 cm sand bedding material and labour | |
50 m2 × 120 Rs/m2 | 6 000 |
| Control boards - Type 3 | |
18 pcs. × 50 Rs/one | 900 |
| Steel screens - Type 3 | |
9 pcs. × 40 Rs/one | 360 |
| Concrete pipe ID 300 including material and labour | |
120 m × 130 Rs/m | 1 560 |
| Total cost of one structure | 16 070 |
1.1.2 Drainage structures of rearing ponds
| The same as that of brood fish ponds. | 16 070 |
1.1.3 Drainage structures of nursery ponds
| Earth-work - 90 m3 × 15 Rs./m3 | 1 350 |
| R.c.c. works, 1:2:4–5 m3 × 1 400 Rs./m3 | 7 000 |
| Reinforcement - 300 kg × 9 Rs./kg | 2 700 |
| Blinding concrete - 2 m3 × 650 Rs./m3 | 1 300 |
| Lining - 70 m2 × 120 Rs./m2 | 8 400 |
| ID 200 G.I. pipe - 15 m × 350 Rs./m | 5 250 |
| Control boards: | |
Type 1 – 24 pcs. × 150 Rs./one | 3 600 |
Type 2 – 6 pcs. × 70 Rs./one | 420 |
| Steel grates: | |
Type 1 – 12 pcs. × 80 Rs./one | 960 |
Type 2 – 6 pcs. × 50 Rs./one | 300 |
| Total cost of one structure | 31 280 |
1.1.4 Culverts
| Earth work - 40 m3 × 10 Rs./m3 | 400 |
| R.c.c. works 1:2:4 - 3 m3 × 1 400 Rs./m3 | 4 200 |
| Reinforcement - 150 kg × 9 Rs./kg | 1 350 |
| Blinding concrete (1:4:8) - 2 m3 × 650 Rs./kg | 1 300 |
| Concrete pipe ID 600 - 8 m × 280 Rs./m | 2 240 |
| Lining - 25 m2 × 120 Rs./m2 | 3 000 |
| Total cost of one culvert | 12 490 |
1.2 Hatchery component
1.2.1 Building
| Erection of columns, including material and labour, manufactured on site - 10 pcs. × 1 000 Rs/one | 10 000 |
| Pad foundation for columns, r.c.c. 1:2:4 including earthwork, material and labour - 10 × 1100 Rs./one | 11 000 |
| Floor: r.c.c. 1:2:4 with reinforcement on blinding concrete (1:4:8) and on sandy gravel bedding including material and labour - 160 m2×340 Rs./m2 | 54 400 |
| Walls: made of brick, plastered inside and outside | |
45 m3 × 780 Rs./m3 | 35 100 |
| Roof structure: steel trusses, material and labour | |
2 400 kg × 13 Rs/kg | 31 200 |
| Roof cover: corrugated a.c.steel - 240 m2×85 Rs/kg | 20 400 |
| Doors: Double steel door - 4.20 m2 × 670 Rs/m2 × 3 | 8 442 |
| Wooden doors: | |
3 × 2.21 m2 × 500 Rs/m2 | 3 315 |
2 × 1.79 m2 × 500 Rs/m2 | 1 790 |
| Windows: steel framed, single glazed, openable, with wire mesh (S.W.G. 144) | |
13 × 2.10 m2 × 440 Rs/m2 | 12 012 |
1 × 2.60 m2 × 355 Rs/m2 | 923 |
2 × 1.00 m2 × 440 Rs/m2 | 880 |
| Sanitary installations including material and labour | 2 000 |
| Construction of septic tank, brick walls, r.c.c.cover | 5 000 |
| Outdoor pavement - 120 m2 × 70 Rs/m2 | 8 400 |
| Sheds for outdoor tanks: steel trusses on steel columns with corrugated a.c. sheet - 60 m2×100 Rs/m2 | 6 000 |
| Total cost of hatchery building | 210 862 |
1.2.2 Technological devices
| Circular spawning tank, r.c.c. 1:2:4 | ||
R.c.c. - 3 m3 × 1 400 Rs/m3 | 4 200 | |
Reinforcement - 210 kg × 7 Rs/kg | 1 470 | |
Found. slab - 1 m3 × 650 Rs/m3 | 650 | |
ID 300 pipe - 1.5 m × 350 Rs/m | 525 | |
Brick platform 1 m3 × 650 Rs/m3 | 650 | |
| Total cost | 7 495 | |
| 20 l incubator unit | ||
| (excluding fibre glass items) | ||
Steel stand - 43 kg × 13 Rs/kg | 559 | |
ID 50 PVC pipe - 0.5 m × 46 Rs/m | 23 | |
ID 50 flexible pipe - 2.5 × 30 Rs/m | 75 | |
ID 125 PVC pipe - 2.1 m × 117 Rs/m | 246 | |
ID 20 PVC pipe - 1.0 m × 9 Rs/m | 9 | |
ID 20 globe valve - 13 × 107 Rs/pc. | 1 391 | |
ID 20 rubber pipe - 1.0 m × 19 Rs/m | 10 | |
| Total cost of one unit | ||
| To be manufactured: 1 unit | 2 313 | |
| 60 l incubator-rearing unit | ||
| (excluding fibre glass items) | ||
Steel stand - 48 kg × 13 Rs/kg | 624 | |
ID 50 PVC pipe - 0.5 m × 46 Rs/m | 23 | |
ID 50 flexible pipe - 2.5 m × 30 Rs/m | 75 | |
ID 125 PVC pipe - 2.1 m × 117 Rs/m | 246 | |
ID 20 PVC pipe - 1.0 m × 9 Rs/m | 9 | |
ID 20 globe valve - 11 × 107 Rs/pc. | 1 177 | |
ID 20 rubber pipe - 1.0 m × 10 Rs/m | 10 | |
| Total cost of one unit | 2 164 | |
| To be manufactured: 3 units | 6 492 | |
| 200 l incubator-rearing unit | ||
| (excluding fibre glass items) | ||
Steel stand for jars - 4×10kg×13 Rs/kg | 520 | |
| Module steel stand - 33 kg × 13 Rs/kg | 429 | |
ID 125 PVC pipe - 2.1 m × 117 Rs/m | 246 | |
ID 50 PVC pipe - 0.5 m × 46 Rs/m | 23 | |
ID 50 flexible pipe - 2.5 m × 30 Rs/m | 75 | |
ID 20 PVC pipe - 1.0 m × 9 Rs/m | 9 | |
ID 20 globe valve - 7 pcs × 107 Rs/pc. | 119 | |
ID 20 rubber pipe - 4.0 m × 10 Rs/m | 40 | |
| Total cost of one unit | 1 461 | |
| To be manufactured: 2 units | 2 922 | |
| Multipurpose r.c.c. twin tank: | ||
| volume 2 × 1.3 m3 | ||
R.c.c. 1:2:4 - 2.20 m3 × 1 400 Rs/m3 | 3 080 | |
reinforcement - 100 kg × 9 Rs/kg | 900 | |
tiling - 15 m2 × 250 Rs/m2 | 3 750 | |
| Total cost of one unit | 7 730 | |
| To be constructed: 3 units | 23 190 | |
| Multipurpose r.c.c. twin tanks: | ||
| Volume 2 × 2.6 m3 | ||
r.c.c. 1:2:4 - 3.80 m3 × 1 400 Rs/m3 | 5 320 | |
reinforcement - 200 kg × 9 Rs/kg | 1 800 | |
| Total cost of one unit | 7 120 | |
| To be constructed: 1 unit | 7 120 | |
| Fibre glass devices | ||
20 l jars - 10 pcs × 800 Rs/pc | 8 000 | |
60 l jars - 24 pcs × 1 500 Rs/pc | 36 000 | |
200 l jars - 8 pcs × 3 500 Rs/pc | 28 000 | |
Trough - 6 pcs × 2 500 Rs/pc | 15 000 | |
Circular r. tank - 2 pcs × 4 500 Rs/pc | 9 000 | |
Overhead tank - 2 pcs × 8 000 Rs/pc | 16 000 | |
(with steel stand) | ||
| Fibre glass devices total | 112 000 | |
| Technological devices total | 161 532 |
1.2.3 Indoor water supply and drainage network
| Pipes: | ID 125 - 10 m × 243 Rs/m | 2 430 | |
| ID 100 - 2 m × 162 Rs/m | 324 | ||
| ID 75 - 20 m × 98 Rs/m | 1 960 | ||
| ID 60 - 18 m × 70 Rs/m | 1 260 | ||
| ID 50 - 25 m × 46 Rs/m | 1 150 | ||
| ID 40 - 20 m × 29 Rs/m | 580 | ||
| ID 25 - 18 m × 18 Rs/m | 324 | ||
| Total | 8 028 | ||
| Gate valves: | |||
| ID 125 - 2 pcs × 1 300 Rs/pc | 2 600 | ||
| ID 75 - 3 pcs × 641 Rs/pc | 1 923 | ||
| ID 60 - 1 pc. × 451 Rs/pc | 451 | ||
| ID 50 - 8 pcs × 272 Rs/pc | 2 176 | ||
| ID 40 - 10 pcs × 196 Rs/pc | 1 960 | ||
| ID 25 - 2 pcs × 92 Rs/pc | 184 | ||
| Total | 9 294 | ||
| Floor drains: r.c.c. 1:2:4 | |||
40 m × 0.08 m3/m × 1 400 Rs/m3 | 4 480 | ||
| Steel grate: | |||
40 pcs × 11.04 kg/pc × 15 Rs/kg | 6 624 | ||
| Total | 11 104 | ||
| Sumps | 4 000 | ||
| Pipes: | |||
ID 200 a.c.pipe 26.0 m × 50 Rs/m | 1 300 | ||
ID 300 a.c.pipe 100.0 m × 130 Rs/m | 13 000 | ||
| Indoor water supply and drainage network | 42 730 | ||
| Summary of hatchery component: | |||
Building | 210 862 | ||
Technological devices | 161 532 | ||
Indoor water supply and drainage network | 42 730 | ||
| Total | 415 124 | ||
rounded to | 420 000 | ||
2. COST ESTIMATES OF THE COMPLEXES
2.1 HUB HATCHERY-NURSERY POND COMPLEX
2.1.1 Pond component
| Earthworks: | |
Clearing of site - 10 ha | 10 000 |
Removal of top soil - 21 000 m3 | 60 000 |
Pond construction - 27 000 m3 | 540 000 |
Excavation of canals - 4 000 m3 | 60 000 |
Lining of canals - 3 000 m2 | 360 000 |
| Structures: | |
Drainage str. of brood fish pond - 7 pcs | 112 490 |
Drainage str. of nursery pond - 3 pcs | 93 840 |
Drainage str. of rearing pond - 8 pcs | 128 560 |
Culverts - 3 pcs | 37 470 |
Pump station | 50 000 |
Laying of pipes ID 125 G.I. - 1 010 m | 300 000 |
Gate valves ID 125 - 25 pcs | 32 500 |
| Total | 1 784 860 |
2.1.2 Hatchery component
Building | 210 862 |
Technological devices | 161 532 |
Indoor water supply and drainage network | 42 730 |
Elevated reservoir and piping | 130 000 |
Aeration tower | 10 000 |
Tube wells: two units Q = 2 × 4.5 l/s | 80 000 |
| Total | 651 124 |
2.1.3 Miscellaneous
| Service road - 1 200 m | 5 000 |
| Standby generator - 1 unit | 150 000 |
| Total | 155 000 |
| Estimated cost of Hub hatchery-nursery | |
| pond complex | 2 574 984 |
| Approximately 10% unforeseen costs | 225 016 |
| Total | 2 800 000 |
2.2 Tarbela hatchery-nursery pond complex
2.2.1 Pond component
| Earthworks: | ||
Clearing of site | 18 ha | 18 000 |
Removal of top soil | 32 000 m3 | 95 000 |
Pond construction | 64 000 m3 | 1 280 000 |
Excavation of canals | 10 000 m3 | 150 000 |
| Structures: | ||
Drainage str. of broodfish pond | 10 | 160 700 |
Drainage str. of nursery pond | 5 | 156 400 |
Drainage str. of rearing pond | 16 | 257 120 |
Culverts | 3 | 37 470 |
| Tube wells - 2 units | 120 000 | |
| Laying of pipes, ID 100 G.I. | 1 520 m | 300 000 |
| Gate valves ID 100 | 40 | 44 000 |
| Total | 2 618 890 |
2.2.2 Hatchery component
| Building | 210 862 |
| Technological devices | 161 532 |
| Indoor water supply and drainage network | 42 730 |
| Elevated reservoir and piping | 110 000 |
| Aeration tower | 10 000 |
| Tube well - 1 unit, Q = 9 l/s | 60 000 |
| Total | 595 124 |
2.2.3 Miscellaneous
| Service road | 2 000 m | 8 000 |
| Access road | 200 m | 20 000 |
| Standby generator | 1 unit | 180 000 |
| Miscellaneous total | 208 000 | |
| Estimated cost of Hub hatchery-nursery pond complex | 3 422 014 | |
| Approximately 10% unforeseen costs | 377 986 | |
| Total | 3 800 000 |
2.3 Mangla hatchery component
| Building | 210 862 | |
| Technological devices | 161 532 | |
| Indoor water supply and drainage network | 42 730 | |
| Elevated reservoir and piping | 130 000 | |
| Aeration tower | 10 000 | |
| Tube wells | 2 units, Q = 2 × 4.5 l/s | 80 000 |
| Standby generator | 1 unit | 180 000 |
| Access road | 50 m | 5 000 |
| Mangla hatchery component total | 820 124 | |
| Approximately 10% unforeseen costs | 79 876 | |
Total | 900 000 | |
