boq lot 1 (civils) - rev4 12 may 2015

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CHINTHECHE 132/66/33kV Substation Reference No. Description Quantity Unit Number Rate Total 1 P & G's B1-3.6.2.15 page 49 1.1 Geotechnical report (bore logs, trial pits, sounding logs) and to include: 1 Item 1 $ 1,000.00 $ 1,000.00 ●Description and limits of various soil layers ●Sample taken ●SPT results ●Water levels ●Depth of borehole/pit/sounding B1-3.6.2.14 page 47 1.2 Topographic survey (10 meter grids and 0.5 meter vertical intervals): 1 Item 1 $ 200.00 $ 200.00 ●Obtain topographic survey maps ●Ensure position and elevation of all works are correct 1.3 1 Item 1 $ 50.00 $ 50.00 1.4 1 Item 1 $ 1,000.00 $ 1,000.00 1.5 1 Item 1 $30,000.00 $ 30,000.00 1.6 Temporary latrines and sanitary (allowed 1x for ABB office) 2 month 6 $ 750.00 $ 9,000.00 1.7 Temporary fence around site establishment 1 Item 1 $ 8,000.00 $ 8,000.00 1.10 Temporary gate 2 Item 1 $ 200.00 $ 400.00 1.11 Temporary water connection 1 Item 1 $ 500.00 $ 500.00 1.12 Temporary electricity connection/generator (20kVA) 1 Item 1 $ 500.00 $ 500.00 1.13 Water usage 1 Month 6 $ 500.00 $ 3,000.00 1.14 Electricity/petrol or diesel 1 Month 6 $ 1,000.00 $ 6,000.00 1.15 Tempoary site sign board 1 Item 1 $ 500.00 $ 500.00 1.16 Supervision & Labour 1 Month 6 $ 1,000.00 $ 6,000.00 1.17 Health and Saftey - safety signs and PPE according to ABB specifications 1 Item 1 $ - 1.18 Security guard (allow 1x person for day watch and 1 x person for night watch) 2 Month 6 $ 150.00 $ 1,800.00 1.19 De-establishment of site camp and stores 1 Item 1 $ 1,000.00 $ 1,000.00 B1-4.9.7.14 page 152 2 SITE WORKS - PLATFORM 2.1 104 $ 0.80 $ 83.20 2.2 1 Km $ 20.00 $ 20.00 2.3 Dig up and remove concrete foundation 5 No $ 45.00 $ 225.00 2.4 Remove yard stone and to be stored for later use 104 $ 0.80 $ 83.20 2.5 Re-instate yard stone 104 $ 1.50 $ 156.00 B02-4.6.7 page 77 3 Analyzing the ingredients of the water used for performance of the work 1 Test $ 200.00 $ 200.00 Gravity of soil 3 Test $ 200.00 $ 600.00 Bearing capacity of soil for static load 1 Test $ 200.00 $ 200.00 Brain size analysis of soils, if "Replacement of Material" is required 3 Test $ 200.00 $ 600.00 3 Test $ 200.00 $ 600.00 Cement 2 Test $ 100.00 $ 200.00 Aggregate 2 Test $ 100.00 $ 200.00 Sand 2 Test $ 100.00 $ 200.00 Fillers 2 Test $ 100.00 $ 200.00 Concrete cubes 3 Test $ 200.00 $ 600.00 3.1 Keeping all foundations free of water 1 Item $ 100.00 $ 100.00 3.2 Risk of collapse to sides of all excavations 1 Item $ 100.00 $ 100.00 3.3 132 kV Circuit Breaker B1-4.9.7.14 page152 Excavation in insitu material 3.62 1 $ 7.00 $ 25.32 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.21 1 $ 190.00 $ 40.42 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 4.20 1 $ 30.00 $ 126.00 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 2.91 1 $ 25.00 $ 72.75 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 2.06 1 $ 265.00 $ 546.96 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 6.00 m 1 $ 4.00 $ 24.00 B1-4.9.7.17 page 169 Wood float top of concrete foundation 1.13 1 $ 5.00 $ 5.63 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 1.85 1 $ 7.00 $ 12.92 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.77 1 $ 7.00 $ 12.39 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 207.00 kg 1 $ 3.00 $ 621.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1.00 No 1 $ 5.50 $ 5.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.06 1 $ 7.00 $ 0.39 B1-4.2.1 page 66 Greasing of HD Bolts (M24 X 8) 8 No 1 $ 5.00 $ 40.00 3.4 132 kV Isolator B1-4.9.7.14 page152 Excavation in insitu material 2.21 9 $ 7.00 $ 139.23 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.13 9 $ 190.00 $ 222.30 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 3.36 9 $ 30.00 $ 907.20 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 2.16 9 $ 25.00 $ 486.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 1.28 9 $ 265.00 $ 3,062.34 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 4.80 m 9 $ 4.00 $ 172.80 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.72 9 $ 5.00 $ 32.40 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.94 9 $ 7.00 $ 59.22 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.27 9 $ 7.00 $ 80.01 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 79.00 kg 9 $ 3.00 $ 2,133.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 9 $ 5.50 $ 49.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.04 9 $ 7.00 $ 2.27 B1-4.2.1 page 66 Greasing of HD Bolts (M24X 8) 8 No 9 $ 5.00 $ 360.00 3.5 132 kV Current Transformer B1-4.9.7.14 page152 Excavation in insitu material 1.03 3 $ 7.00 $ 21.60 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.06 3 $ 190.00 $ 34.49 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 3 $ 30.00 $ 176.40 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.32 3 $ 25.00 $ 99.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.71 3 $ 265.00 $ 561.27 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 3 $ 4.00 $ 33.60 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 3 $ 5.00 $ 7.35 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.36 3 $ 7.00 $ 7.56 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.67 3 $ 7.00 $ 14.04 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 47.00 kg 3 $ 3.00 $ 423.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 3 $ 5.50 $ 16.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 3 $ 7.00 $ 0.51 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4 No 3 $ 5.00 $ 60.00 3.6 132 kV Voltage Transformer ●Actual ground level Costs for obligations, equipment or labour, although not specified, is contractors own requirements with shelves and electrical plugs and lights) Remove all bushes, shrubs and trees and strip 200mm of topsoil to be stockpiled on site for later use. All material not used will be dumped at a site located by the employer within 10km from site m 2 Rate for overhaul per m3 of spoil for a distance greater than 10km - rate per km m 2 m 2 TESTS (shall be performed for each 500m 3 of fill) Density of soil in place of sandcone method for each second layer of m 3 m 3 m 2 m 2 m 3 m 2 m 3 m 3 m 3 m 3 m 3 m 2 m 2 m 3 m 2 m 3 m 3 m 3 m 3 m 3 m 2 m 2 m 3 m 2 m 3 m 3 m 3

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BOQ MALAWI

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CHINTHECHE 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total 1 P & G's

B1-3.6.2.15 page 49 1.1 Geotechnical report (bore logs, trial pits, sounding logs) and to include:

1 Item 1 $ 1,000.00 $ 1,000.00 ●Description and limits of various soil layers●Sample taken●SPT results●Water levels●Depth of borehole/pit/sounding

B1-3.6.2.14 page 47 1.2 Topographic survey (10 meter grids and 0.5 meter vertical intervals):1 Item 1 $ 200.00 $ 200.00 ●Obtain topographic survey maps

●Ensure position and elevation of all works are correct1.3 1 Item 1 $ 50.00 $ 50.00 1.4 1 Item 1 $ 1,000.00 $ 1,000.00 1.5 1 Item 1 $ 30,000.00 $ 30,000.00 1.6 Temporary latrines and sanitary (allowed 1x for ABB office) 2 month 6 $ 750.00 $ 9,000.00 1.7 Temporary fence around site establishment 1 Item 1 $ 8,000.00 $ 8,000.00

1.10 Temporary gate 2 Item 1 $ 200.00 $ 400.00 1.11 Temporary water connection 1 Item 1 $ 500.00 $ 500.00 1.12 Temporary electricity connection/generator (20kVA) 1 Item 1 $ 500.00 $ 500.00 1.13 Water usage 1 Month 6 $ 500.00 $ 3,000.00 1.14 Electricity/petrol or diesel 1 Month 6 $ 1,000.00 $ 6,000.00 1.15 Tempoary site sign board 1 Item 1 $ 500.00 $ 500.00 1.16 Supervision & Labour 1 Month 6 $ 1,000.00 $ 6,000.00 1.17 Health and Saftey - safety signs and PPE according to ABB specifications 1 Item 1 $ - 1.18 Security guard (allow 1x person for day watch and 1 x person for night watch) 2 Month 6 $ 150.00 $ 1,800.00 1.19 De-establishment of site camp and stores 1 Item 1 $ 1,000.00 $ 1,000.00

B1-4.9.7.14 page 152 2 SITE WORKS - PLATFORM2.1

104 $ 0.80 $ 83.20

2.2 Rate for overhaul per m3 of spoil for a distance greater than 10km - rate per km 1 Km $ 20.00 $ 20.00 2.3 Dig up and remove concrete foundation 5 No $ 45.00 $ 225.00 2.4 Remove yard stone and to be stored for later use 104 $ 0.80 $ 83.20 2.5 Re-instate yard stone 104 $ 1.50 $ 156.00

B02-4.6.7 page 77 3Analyzing the ingredients of the water used for performance of the work 1 Test $ 200.00 $ 200.00 Gravity of soil 3 Test $ 200.00 $ 600.00 Bearing capacity of soil for static load 1 Test $ 200.00 $ 200.00 Brain size analysis of soils, if "Replacement of Material" is required 3 Test $ 200.00 $ 600.00

3 Test $ 200.00 $ 600.00 Cement 2 Test $ 100.00 $ 200.00 Aggregate 2 Test $ 100.00 $ 200.00 Sand 2 Test $ 100.00 $ 200.00 Fillers 2 Test $ 100.00 $ 200.00 Concrete cubes 3 Test $ 200.00 $ 600.00

3.1 Keeping all foundations free of water 1 Item $ 100.00 $ 100.00 3.2 Risk of collapse to sides of all excavations 1 Item $ 100.00 $ 100.00

3.3 132 kV Circuit BreakerB1-4.9.7.14 page152 Excavation in insitu material 3.62 1 $ 7.00 $ 25.32 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.21 1 $ 190.00 $ 40.42 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 4.20 1 $ 30.00 $ 126.00 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 2.91 1 $ 25.00 $ 72.75 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 2.06 1 $ 265.00 $ 546.96 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 6.00 m 1 $ 4.00 $ 24.00 B1-4.9.7.17 page 169 Wood float top of concrete foundation 1.13 1 $ 5.00 $ 5.63 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 1.85 1 $ 7.00 $ 12.92 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.77 1 $ 7.00 $ 12.39 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 207.00 kg 1 $ 3.00 $ 621.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1.00 No 1 $ 5.50 $ 5.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.06 1 $ 7.00 $ 0.39 B1-4.2.1 page 66 Greasing of HD Bolts (M24 X 8) 8 No 1 $ 5.00 $ 40.00

3.4 132 kV IsolatorB1-4.9.7.14 page152 Excavation in insitu material 2.21 9 $ 7.00 $ 139.23 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.13 9 $ 190.00 $ 222.30 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 3.36 9 $ 30.00 $ 907.20 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 2.16 9 $ 25.00 $ 486.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 1.28 9 $ 265.00 $ 3,062.34 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 4.80 m 9 $ 4.00 $ 172.80 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.72 9 $ 5.00 $ 32.40 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.94 9 $ 7.00 $ 59.22 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.27 9 $ 7.00 $ 80.01 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 79.00 kg 9 $ 3.00 $ 2,133.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 9 $ 5.50 $ 49.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.04 9 $ 7.00 $ 2.27 B1-4.2.1 page 66 Greasing of HD Bolts (M24X 8) 8 No 9 $ 5.00 $ 360.00

3.5 132 kV Current TransformerB1-4.9.7.14 page152 Excavation in insitu material 1.03 3 $ 7.00 $ 21.60 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.06 3 $ 190.00 $ 34.49 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 3 $ 30.00 $ 176.40 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.32 3 $ 25.00 $ 99.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.71 3 $ 265.00 $ 561.27 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 3 $ 4.00 $ 33.60 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 3 $ 5.00 $ 7.35 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.36 3 $ 7.00 $ 7.56 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.67 3 $ 7.00 $ 14.04 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 47.00 kg 3 $ 3.00 $ 423.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 3 $ 5.50 $ 16.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 3 $ 7.00 $ 0.51 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4 No 3 $ 5.00 $ 60.00

3.6 132 kV Voltage Transformer

●Actual ground level

Costs for obligations, equipment or labour, although not specified, is required to complete the Contract in terms of the specification and Statutory RequirementsEstablishment of site camp and stores including site clearance for civil contractors own requirementsstandard tables,12 x chairs,1 x mini fridge, 2x cupboard with shelves and electrical plugs and lights)

Remove all bushes, shrubs and trees and strip 200mm of topsoil to be stockpiled on site for later use. All material not used will be dumped at a site located by the employer within 10km from site m2

m2

m2

TESTS (shall be performed for each 500m3 of fill)

Density of soil in place of sandcone method for each second layer of "Backfilling and/or replacement of material and/or roadwork"

m3

m3

m2

m2

m3

m2

m3

m3

m3

m3

m3

m2

m2

m3

m2

m3

m3

m3

m3

m3

m2

m2

m3

m2

m3

m3

m3

CHINTHECHE 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total B1-4.9.7.14 page152 Excavation in insitu material 1.03 3 $ 7.00 $ 21.60 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.06 3 $ 190.00 $ 34.49 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 3 $ 30.00 $ 176.40 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.32 3 $ 25.00 $ 99.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.71 3 $ 265.00 $ 561.27 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 3 $ 4.00 $ 33.60 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 3 $ 5.00 $ 7.35 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.36 3 $ 7.00 $ 7.56 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.67 3 $ 7.00 $ 14.04 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 47.00 kg 3 $ 3.00 $ 423.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 3 $ 5.50 $ 16.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 3 $ 7.00 $ 0.51 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4 No 3 $ 5.00 $ 60.00

3.7 132 kV Surge ArrestorB1-4.9.7.14 page152 Excavation in insitu material 1.03 6 $ 7.00 $ 43.20 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.06 6 $ 190.00 $ 68.97 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 6 $ 30.00 $ 352.80 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.32 6 $ 25.00 $ 198.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.71 6 $ 265.00 $ 1,122.54 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 6 $ 4.00 $ 67.20 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 6 $ 5.00 $ 14.70 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.36 6 $ 7.00 $ 15.12 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.67 6 $ 7.00 $ 28.08 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 47.00 kg 6 $ 3.00 $ 846.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 6 $ 5.50 $ 33.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 6 $ 7.00 $ 1.03 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4 No 6 $ 5.00 $ 120.00

3.8 132 kV Low Post InsulatorB1-4.9.7.14 page152 Excavation in insitu material 1.03 5 $ 7.00 $ 36.00 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.06 5 $ 190.00 $ 57.48 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 5 $ 30.00 $ 294.00 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.32 5 $ 25.00 $ 165.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.71 5 $ 265.00 $ 935.45 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 5 $ 4.00 $ 56.00 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 5 $ 5.00 $ 12.25 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.36 5 $ 7.00 $ 12.60 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.67 5 $ 7.00 $ 23.40 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 47.00 kg 5 $ 3.00 $ 705.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 5 $ 5.50 $ 27.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 5 $ 7.00 $ 0.86 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4 No 5 $ 5.00 $ 100.00

3.9 132 kV Cable Sealing EndB1-4.9.7.14 page152 Excavation in insitu material 0.67 6 $ 7.00 $ 27.95 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.06 6 $ 190.00 $ 68.97 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 0.20 6 $ 30.00 $ 35.28 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 0.36 6 $ 25.00 $ 54.45 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.56 6 $ 265.00 $ 888.81 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 6 $ 4.00 $ 67.20 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 6 $ 5.00 $ 14.70 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.14 6 $ 7.00 $ 6.05 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.52 6 $ 7.00 $ 21.90 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 38.00 kg 6 $ 3.00 $ 684.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 4 No 6 $ 5.50 $ 132.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 6 $ 7.00 $ 1.03 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4 No 6 $ 5.00 $ 120.00

3.10 66 kV Circuit BreakerB1-4.9.7.14 page152 Excavation in insitu material 2.43 2 $ 7.00 $ 34.03 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.14 2 $ 190.00 $ 54.34 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 3.92 2 $ 30.00 $ 235.20 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 3.78 2 $ 25.00 $ 189.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 1.54 2 $ 265.00 $ 818.32 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 5.60 m 2 $ 4.00 $ 44.80 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.98 2 $ 5.00 $ 9.80 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.74 2 $ 7.00 $ 10.42 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.69 2 $ 7.00 $ 23.62 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 86.00 kg 2 $ 3.00 $ 516.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 2 $ 5.50 $ 11.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.05 2 $ 7.00 $ 0.69 B1-4.2.1 page 66 Greasing of HD Bolts (M24 X 8) 8 No 2 $ 5.00 $ 80.00

3.11 33 kV Circuit BreakerB1-4.9.7.14 page152 Excavation in insitu material 1.23 1 $ 7.00 $ 8.60 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.14 1 $ 190.00 $ 25.94 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 2.04 1 $ 30.00 $ 61.20 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) - 1 $ 25.00 $ - B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 1.64 1 $ 265.00 $ 434.07 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 6.80 m 1 $ 4.00 $ 27.20 B1-4.9.7.17 page 169 Wood float top of concrete foundation 2.73 1 $ 5.00 $ 13.65 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO - 1 $ 7.00 $ - B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.23 1 $ 7.00 $ 8.61 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 103.00 kg 1 $ 3.00 $ 309.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1.00 No 1 $ 5.50 $ 5.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.14 1 $ 7.00 $ 0.96 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 6) 6.00 No 1 $ 5.00 $ 30.00

3.12 33 kV Current TransformerB1-4.9.7.14 page152 Excavation in insitu material 0.85 3 $ 7.00 $ 17.85 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.05 3 $ 190.00 $ 28.50 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 3 $ 30.00 $ 176.40 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.20 3 $ 25.00 $ 90.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.64 3 $ 265.00 $ 511.18 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 3 $ 4.00 $ 33.60 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 3 $ 5.00 $ 7.35 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.26 3 $ 7.00 $ 5.46 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.59 3 $ 7.00 $ 12.39 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 40.00 kg 3 $ 3.00 $ 360.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1.00 No 3 $ 5.50 $ 16.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 3 $ 7.00 $ 0.51 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4.00 No 3 $ 5.00 $ 60.00

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CHINTHECHE 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total

3.13 11 kV Auto RecloserB1-4.9.7.14 page152 Excavation in insitu material 1.20 5 $ 7.00 $ 42.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 1.20 5 $ 265.00 $ 1,590.00 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.20 5 $ 7.00 $ 42.00

3.14 11 kV IsolatorB1-4.9.7.14 page152 Excavation in insitu material 1.20 6 $ 7.00 $ 50.40 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 1.20 6 $ 265.00 $ 1,908.00 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.20 6 $ 7.00 $ 50.40

3.15 AuxillaryB1-4.9.7.14 page152 Excavation in insitu material 0.49 1 $ 7.00 $ 3.43 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.10 1 $ 190.00 $ 18.62 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 2.24 1 $ 30.00 $ 67.20 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 0 1 $ 25.00 $ - B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.78 1 $ 265.00 $ 207.76 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 5.6 m 1 $ 4.00 $ 22.40 B1-4.9.7.17 page 169 Wood float top of concrete foundation 1.96 1 $ 5.00 $ 9.80 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.00 1 $ 7.00 $ - B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.49 1 $ 7.00 $ 3.43 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 3.92 1 $ 3.00 $ 11.76 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 1 $ 5.50 $ 5.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.10 1 $ 7.00 $ 0.69 B1-4.2.1 page 66 Greasing of HD Bolts 4 No 1 $ 5.00 $ 20.00

3.16 Yard Marshalling KioskB1-4.9.7.14 page152 Excavation in insitu material 0.13 1 $ 7.00 $ 0.88 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.03 1 $ 190.00 $ 5.99 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 0.96 1 $ 30.00 $ 28.80 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 0 1 $ 25.00 $ - B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.19 1 $ 265.00 $ 50.09 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 3.20 m 1 $ 4.00 $ 12.80 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.63 1 $ 5.00 $ 3.15 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.00 1 $ 7.00 $ - B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.13 1 $ 7.00 $ 0.91 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 0 kg 1 $ 3.00 $ - B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 0 No 1 $ 5.50 $ - B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.03 1 $ 7.00 $ 0.22 B1-4.2.1 page 66 Greasing of HD Bolts 0 No 1 $ 5.00 $ -

4 CABLE TRENCH (refer to drawing no. ZZZ 824-200-CHE)4.1 Excavation in insitu material 66.00 $ 7.00 $ 462.00 4.2 Backill with 50mm sifted clean sand and compact to 98% Mod AASHTO 30.00 $ - 4.3 Backill with sifted clean sand in depth of 150mm and compact to 98% Mod AASHTO 150.00 $ - 4.4

Backfill with excavated insitu material in depths of 150mm and compact to 97% Mod AASHTO 46.88 $ 7.00 $ 328.13

4.5 Cast insitu concerte block (100m x 0.225 x 0.050m) 100 m $ - 4.6 PVC marker tape 100 m $ - 4.7 Cast insitu cable route marker with recess for brass plaque 3 No $ -

5 YARD WORKSB1-4.9.7.17 page 171 5.1

42 m 200.00 $ 8,400.00

B1-4.9.7.14 page 155 5.2 Prepare and comply with an approved weed control and spread over cable sealing end yard 104.00 1.00 $ 104.00 B1-4.9.7.14 page 156 5.3

104.00 15.00

$ 1,560.00

Subtotal $ 112,208.12 Vat 16% $ 17,953.30 Final Total $ 130,161.41

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The complete, supply and installation of a security fence, including earthing of all metal parts, gates etc. 2m High diamond mesh plastic coated galvanised steel wire and 300mmflat wrap razor wire on the overhang fence and consists of a vertical post with 45 degree inclination at the apex, fence to be fixed on a ring-beam foundation

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Supply and application of 10 to 30mm stone, 200mm deep,including levelling and rolling to compact the stone layer. m2

LUWINGA 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total 1 P & G's

B1-3.6.2.15 page 49 1.1 Geotechnical report (bore logs, trial pits, sounding logs) and to include:

1 Item 1 $ 1,000.00 $ 1,000.00 ●Description and limits of various soil layers●Sample taken●SPT results●Water levels●Depth of borehole/pit/sounding

B1-3.6.2.14 page 47 1.2 Topographic survey (10 meter grids and 0.5 meter vertical intervals):1 Item 1 $ 200.00 $ 200.00 ●Obtain topographic survey maps

●Ensure position and elevation of all works are correct1.3 1 Item 1 $ 50.00 $ 50.00 1.4 1 Item 1 $ 1,000.00 $ 1,000.00 1.5 1 Item 1 $ 30,000.00 $ 30,000.00 1.6 Temporary latrines and sanitary (allowed 1x for ABB office) 2 month 8 $ 750.00 $ 12,000.00 1.7 Temporary fence around site establishment 1 Item 1 $ 8,000.00 $ 8,000.00

1.10 Temporary gate 2 Item 1 $ 200.00 $ 400.00 1.11 Temporary water connection 1 Item 1 $ 500.00 $ 500.00 1.12 Temporary electricity connection/generator (20kVA) 1 Item 1 $ 500.00 $ 500.00 1.13 Water usage 1 Month 8 $ 500.00 $ 4,000.00 1.14 Electricity/petrol or diesel 1 Month 8 $ 1,000.00 $ 8,000.00 1.15 Tempoary site sign board 1 Item 1 $ 500.00 $ 500.00 1.16 Supervision & Labour 1 Month 8 $ 1,000.00 $ 8,000.00 1.17 Health and Saftey - safety signs and PPE according to ABB specifications 1 Item 1 $ - 1.18 Security guard (allow 1x person for day watch and 1 x person for night watch) 2 Month 8 $ 150.00 $ 2,400.00 1.19 De-establishment of site camp and stores 1 Item 1 $ 1,000.00 $ 1,000.00

B1-4.9.7.14 page 152 2 SITE WORKS2.1

4,423.60 $ 0.80

$ 3,538.88 2.2 Breaking up and removing concrete foundations 10.00 No $ 45.00 $ 450.00 2.3 Rate for overhaul per m3 of spoil for a distance greater than 10km - rate per km 1.00 Km $ 20.00 $ 20.00 2.4 Bulk excavations (cut) in insitu material 1,500.00 $ 7.00 $ 10,500.00 2.5 Extra over bulk exavations in clay and black cotton 150.00 $ 7.00 $ 1,050.00 2.6 Extra bulk excavations in intermediate material 150.00 $ 8.00 $ 1,200.00 2.7 Extra over bulk excavations in hard rock 75.00 $ 20.00 $ 1,500.00 2.8 Level and compact final cut layer to 95% Mod AASHTO2.9

1,500.00 $ 7.00 $ 10,500.00

B1-4.9.7.14 page 155 2.10 663.54 $ 7.00

$ 4,644.78

3Analyzing the ingredients of the water used for performance of the work 1.00 Test $ 200.00 $ 200.00 Gravity of soil 3.00 Test $ 200.00 $ 600.00 Bearing capacity of soil for static load 1.00 Test $ 200.00 $ 200.00 Brain size analysis of soils, if "Replacement of Material" is required 3.00 Test $ 200.00 $ 600.00

3.00 Test $ 200.00 $ 600.00 Cement 2.00 Test $ 100.00 $ 200.00 Aggregate 2.00 Test $ 100.00 $ 200.00 Sand 2.00 Test $ 100.00 $ 200.00 Fillers 2.00 Test $ 100.00 $ 200.00 Concrete cubes 3.00 Test $ 200.00 $ 600.00

3.1 Keeping all foundations free of water 1.00 Item $ 100.00 $ 100.00 3.2 Risk of collapse to sides of all excavations 1.00 Item $ 100.00 $ 100.00

3.3 132 kV GantryB1-4.9.7.14 page152 Excavation in insitu material 10.75 9 $ 7.00 $ 677.38 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.51 9 $ 190.00 $ 875.52 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 5.04 9 $ 30.00 $ 1,360.80 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 3.84 9 $ 25.00 $ 864.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 4.84 9 $ 265.00 $ 11,533.86 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 5.60 m 9 $ 4.00 $ 201.60 B1-4.9.7.17 page 169 Wood float top of concrete foundation 1.96 9 $ 5.00 $ 88.20 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 5.80 9 $ 7.00 $ 365.15 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 4.96 9 $ 7.00 $ 312.23 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 267.00 kg 9 $ 3.00 $ 7,209.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 9 $ 5.50 $ 49.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.10 9 $ 7.00 $ 6.17 B1-4.2.1 page 66 Greasing of HD Bolts (M36 X 8) 8 No 9 $ 5.00 $ 360.00

3.4 132 kV IsolatorB1-4.9.7.14 page152 Excavation in insitu material 2.21 33 $ 7.00 $ 510.51 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.13 33 $ 190.00 $ 815.10 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 3.36 33 $ 30.00 $ 3,326.40 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 2.16 33 $ 25.00 $ 1,782.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 1.28 33 $ 265.00 $ 11,228.58 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 4.80 m 33 $ 4.00 $ 633.60 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.72 33 $ 5.00 $ 118.80 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.94 33 $ 7.00 $ 217.14 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.27 33 $ 7.00 $ 293.37 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 79.00 kg 33 $ 3.00 $ 7,821.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 33 $ 5.50 $ 181.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.04 33 $ 7.00 $ 8.32 B1-4.2.1 page 66 Greasing of HD Bolts (M24X 8) 8 No 33 $ 5.00 $ 1,320.00

3.5 132 kV Circuit BreakerB1-4.9.7.14 page152 Excavation in insitu material 3.62 4 $ 7.00 $ 101.27 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.21 4 $ 190.00 $ 161.69 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 4.20 4 $ 30.00 $ 504.00 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 2.91 4 $ 25.00 $ 291.00

●Actual ground level

Costs for obligations, equipment or labour, although not specified, is required to complete the Contract in terms of the specification and Statutory RequirementsEstablishment of site camp and stores including site clearance for civil contractors own requirementsAllow 1 x office and 1 x boardroom for ABB (containers to include 2 x aircondtioners, 2x standard tables,12 x chairs,1 x mini fridge, 2x cupboard with shelves and electrical plugs and lights)

Remove all bushes, shrubs and trees and strip 150mm of topsoil to be stockpiled on site for later use. All material not used will be dumped at a site located by the employer within 10km from site m2

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Backfill (fill) with insitu material and compact the ground surface in depths of 300mm compacting to 95% Mod AASHTO density m3

Backfill with imported G5 material and compact the ground surface in depths of 300mm compacting to 95% Mod AASHTO density m3

TESTS (shall be performed for each 500m3 of fill)

Density of soil in place of sandcone method for each second layer of "Backfilling and/or replacement of material and/or roadwork"

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LUWINGA 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 2.06 4 $ 265.00 $ 2,187.84 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 6.00 m 4 $ 4.00 $ 96.00 B1-4.9.7.17 page 169 Wood float top of concrete foundation 1.13 4 $ 5.00 $ 22.50 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 1.85 4 $ 7.00 $ 51.69 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.77 4 $ 7.00 $ 49.57 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 207.00 kg 4 $ 3.00 $ 2,484.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1.00 No 4 $ 5.50 $ 22.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.06 4 $ 7.00 $ 1.58 B1-4.2.1 page 66 Greasing of HD Bolts (M24 X 8) 8 No 4 $ 5.00 $ 160.00

3.6 132 kV Current Transformer

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LUWINGA 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total B1-4.9.7.14 page152 Excavation in insitu material 1.03 12 $ 7.00 $ 86.39 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.06 12 $ 190.00 $ 137.94 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 12 $ 30.00 $ 705.60 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.32 12 $ 25.00 $ 396.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.71 12 $ 265.00 $ 2,245.08 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 12 $ 4.00 $ 134.40 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 12 $ 5.00 $ 29.40 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.36 12 $ 7.00 $ 30.24 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.67 12 $ 7.00 $ 56.15 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 47.00 kg 12 $ 3.00 $ 1,692.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 12 $ 5.50 $ 66.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 12 $ 7.00 $ 2.06 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4 No 12 $ 5.00 $ 240.00

3.7 132 kV Voltage TransformerB1-4.9.7.14 page152 Excavation in insitu material 1.03 12 $ 7.00 $ 86.39 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.06 12 $ 190.00 $ 137.94 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 12 $ 30.00 $ 705.60 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.32 12 $ 25.00 $ 396.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.71 12 $ 265.00 $ 2,245.08 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 12 $ 4.00 $ 134.40 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 12 $ 5.00 $ 29.40 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.36 12 $ 7.00 $ 30.24 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.67 12 $ 7.00 $ 56.15 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 47.00 kg 12 $ 3.00 $ 1,692.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 12 $ 5.50 $ 66.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 12 $ 7.00 $ 2.06 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4 No 12 $ 5.00 $ 240.00

3.8 132 kV High Post InsulatorB1-4.9.7.14 page152 Excavation in insitu material 3.83 10 $ 7.00 $ 268.34 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 4.10 10 $ 190.00 $ 7,790.00 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 3.92 10 $ 30.00 $ 1,176.00 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 3.12 10 $ 25.00 $ 780.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 2.04 10 $ 265.00 $ 5,403.35 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 5.60 m 10 $ 4.00 $ 224.00 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.98 10 $ 5.00 $ 49.00 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 2.24 10 $ 7.00 $ 156.49 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.60 10 $ 7.00 $ 111.86 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 128 kg 10 $ 3.00 $ 3,840.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 10 $ 5.50 $ 55.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.05 10 $ 7.00 $ 3.43 B1-4.2.1 page 66 Greasing of HD Bolts (M24 X 8) 8 No 10 $ 5.00 $ 400.00

3.9 132 kV Low Post InsulatorB1-4.9.7.14 page152 Excavation in insitu material 1.03 17 $ 7.00 $ 122.39 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.06 17 $ 190.00 $ 195.42 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 17 $ 30.00 $ 999.60 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.32 17 $ 25.00 $ 561.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.71 17 $ 265.00 $ 3,180.53 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 17 $ 4.00 $ 190.40 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 17 $ 5.00 $ 41.65 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.36 17 $ 7.00 $ 42.84 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.67 17 $ 7.00 $ 79.55 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 47.00 kg 17 $ 3.00 $ 2,397.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 17 $ 5.50 $ 93.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 17 $ 7.00 $ 2.92 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4 No 17 $ 5.00 $ 340.00

3.10 132 kV Surge ArrestorB1-4.9.7.14 page152 Excavation in insitu material 1.03 9 $ 7.00 $ 64.80 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.06 9 $ 190.00 $ 103.46 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 9 $ 30.00 $ 529.20 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.32 9 $ 25.00 $ 297.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.71 9 $ 265.00 $ 1,683.81 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 9 $ 4.00 $ 100.80 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 9 $ 5.00 $ 22.05 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.36 9 $ 7.00 $ 22.68 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.67 9 $ 7.00 $ 42.12 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 47.00 kg 9 $ 3.00 $ 1,269.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1.00 No 9 $ 5.50 $ 49.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 9 $ 7.00 $ 1.54 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4.00 No 9 $ 5.00 $ 180.00

3.11 33 kV GantryB1-4.9.7.14 page152 Excavation in insitu material 5.08 7 $ 7.00 $ 249.02 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.24 7 $ 190.00 $ 321.86 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 5.04 7 $ 30.00 $ 1,058.40 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 2.64 7 $ 25.00 $ 462.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 3.22 7 $ 265.00 $ 5,965.68 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 5.60 m 7 $ 4.00 $ 156.80 B1-4.9.7.17 page 169 Wood float top of concrete foundation 1.96 7 $ 5.00 $ 68.60 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 1.62 7 $ 7.00 $ 79.38 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 3.46 7 $ 7.00 $ 169.54 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 188.00 kg 7 $ 3.00 $ 3,948.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1.00 No 7 $ 5.50 $ 38.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.10 7 $ 7.00 $ 4.80 B1-4.2.1 page 66 Greasing of HD Bolts (M36 X 8) 8.00 No 7 $ 5.00 $ 280.00

3.12 33 kV Circuit BreakerB1-4.9.7.14 page152 Excavation in insitu material 1.23 2 $ 7.00 $ 17.20 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.14 2 $ 190.00 $ 51.87 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 2.04 2 $ 30.00 $ 122.40

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LUWINGA 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) - 2 $ 25.00 $ - B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 1.64 2 $ 265.00 $ 868.14 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 6.80 m 2 $ 4.00 $ 54.40 B1-4.9.7.17 page 169 Wood float top of concrete foundation 2.73 2 $ 5.00 $ 27.30 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO - 2 $ 7.00 $ - B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.23 2 $ 7.00 $ 17.22 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 103.00 kg 2 $ 3.00 $ 618.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1.00 No 2 $ 5.50 $ 11.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.14 2 $ 7.00 $ 1.91 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 6) 6.00 No 2 $ 5.00 $ 60.00

3.13 33 kV Current TransformerB1-4.9.7.14 page152 Excavation in insitu material 0.85 0 $ 7.00 $ - B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.05 0 $ 190.00 $ - B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 0 $ 30.00 $ - B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.20 0 $ 25.00 $ - B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.64 0 $ 265.00 $ - B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 0 $ 4.00 $ - B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 0 $ 5.00 $ - B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.26 0 $ 7.00 $ - B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.59 0 $ 7.00 $ - B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 40.00 kg 0 $ 3.00 $ - B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1.00 No 0 $ 5.50 $ - B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 0 $ 7.00 $ - B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4.00 No 0 $ 5.00 $ -

3.14 33 kV Voltage TransformerB1-4.9.7.14 page152 Excavation in insitu material 0.85 2 $ 7.00 $ 11.90 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.05 2 $ 190.00 $ 19.00 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 2 $ 30.00 $ 117.60 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.20 2 $ 25.00 $ 60.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.64 2 $ 265.00 $ 340.79 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 2 $ 4.00 $ 22.40 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 2 $ 5.00 $ 4.90 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.26 2 $ 7.00 $ 3.64 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.59 2 $ 7.00 $ 8.26 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 40.00 kg 2 $ 3.00 $ 240.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1.00 No 2 $ 5.50 $ 11.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 2 $ 7.00 $ 0.34 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4.00 No 2 $ 5.00 $ 40.00

3.15 33 kV Surge ArrestorB1-4.9.7.14 page152 Excavation in insitu material 0.85 2 $ 7.00 $ 11.90 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.05 2 $ 190.00 $ 19.00 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 2 $ 30.00 $ 117.60 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.20 2 $ 25.00 $ 60.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.64 2 $ 265.00 $ 340.79 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 2 $ 4.00 $ 22.40 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 2 $ 5.00 $ 4.90 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.26 2 $ 7.00 $ 3.64 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.59 2 $ 7.00 $ 8.26 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 40.00 kg 2 $ 3.00 $ 240.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1.00 No 2 $ 5.50 $ 11.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 2 $ 7.00 $ 0.34 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4.00 No 2 $ 5.00 $ 40.00

3.16 33 kV DisconnetorB1-4.9.7.14 page152 Excavation in insitu material 1.78 5 $ 7.00 $ 62.18 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.10 5 $ 190.00 $ 99.27 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 3.36 5 $ 30.00 $ 504.00 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.80 5 $ 25.00 $ 225.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 1.13 5 $ 265.00 $ 1,498.57 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 4.80 m 5 $ 4.00 $ 96.00 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.72 5 $ 5.00 $ 18.00 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.68 5 $ 7.00 $ 23.97 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.09 5 $ 7.00 $ 38.20 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 83.00 kg 5 $ 3.00 $ 1,245.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1.00 No 5 $ 5.50 $ 27.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.04 5 $ 7.00 $ 1.26 B1-4.2.1 page 66 Greasing of HD Bolts (M24 X 4) 4.00 No 5 $ 5.00 $ 100.00

3.17 Transformer Plinth (2)B1-4.9.7.14 page 152 Excavations in insitu material:

Strip excavations 8.32 $ 7.00 $ 58.21 Sump excavations 0.58 $ 7.00 $ 4.03 Plinth 7.35 $ 7.00 $ 51.45 Surface bed 9.07 $ 7.00 $ 63.50

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LUWINGA 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 4.54 $ 7.00 $ 31.75

Stock pile insitu surplus material (for carting away) 20.78 $ 7.00 $ 145.45 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick):

Strip Footing concrete 0.76 $ 190.00 $ 143.64 Sump Concrete 0.03 $ 190.00 $ 6.08 Plinth 1.05 $ 190.00 $ 199.50 Surface bed 2.27 $ 190.00 $ 430.92

B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone:Strip Footing concrete 3.02 $ 260.00 $ 786.24 Sump Concrete 0.33 $ 260.00 $ 85.02 Plinth 12.60 $ 260.00 $ 3,276.00 Surface bed 4.54 $ 260.00 $ 1,179.36 Part of the road 4.41 $ 260.00

B1-4.9.7.17 page 170 Formwork:Smooth Formwork:Sump walls 2.24 $ 20.00 $ 44.80 Plinth 11.40 $ 20.00 $ 228.00 Rough Formwork:Strip footing 13.46 $ 20.00 $ 269.28

B1-4.9.7.17 page 170 25 x 25mm Chamfer to sides of plinth 19 m $ 20.00 $ 380.00 B1-4.9.7.17 page 170 Concrete finish woodfloat:

Surface bed 45.36 $ 8.00 $ 362.88 Plinth 21 $ 8.00 $ 168.00

B1-4.9.7.19 page 179 Reinforcing (MESH ref 617):Surface bed 45.36 $ 8.00 $ 362.88 Plinth 42 $ 8.00 $ 336.00 Sundries:

45.36 $ 40.00 $ 1,814.40 75 to 100mm Diameter gravel to fill oil drain 4.54 $ 19.00 $ 86.18

B1-4.9.7.22 page 181 Brickwork (including stairs) 31.28 $ 1.00 $ 31.28 B1-4.9.7.22 page 184 Brickforce 120mm wide (every second layer) 125.12 $ 1.00 $ 125.12

B1-4.9.7.17 page 165 Construction/expansion joints between concrete and brick 2.22 $ 100.00 $ 222.00 50 x 3 flat copper bend to suit connection on transformer points 8.00 m $ 150.00 $ 1,200.00 One set of rails on tranformer plinth 20.10 m $ 150.00 $ 3,015.00 Benching the inside of the sump with 20mm benching render 1 Item $ 500.00 $ 500.00 Paint x 2 layers of bitumen to surface 50 $ 10.00 $ 500.00

3.18 CONTROL BUILDING Removal of Existing WorkTaking out and removing doors, windows, etc from brick to demolished:Steel single door and frame 1.00 No 10 $ 10.00 Steel double door and frame 3.00 No 10 $ 30.00 Glazed steel window 11.00 No 10 $ 110.00

Internal plaster from walls and columns 297.07 2 $ 594.14 External plaster from walls and columns 14.73 2 $ 29.46 Making Good to Existing WorkConcrete roof to be repaired with approved sealant and bitumen 210.00 30 $ 6,300.00 Concrete floor slab 210.00 25 $ 5,250.00 New WorkTrench6mm Thick checkered plate over internal trench complete 30.4 0 $ -

38 m 0 $ - Aluminium Frames:Windows:Type W1: 2700 x 1090mm Frame including 4mm double glass complete 7.00 No $ 890.00 $ 6,230.00 Type W2: 900 x 900mm Frame including 4mm double glass complete 4.00 No $ 265.00 $ 1,060.00 Steel Frames:Doors:Type D3: 885 x 2500mm Frame and door including all ironmongery complete 1.00 No $ 100.00 $ 100.00 Type D1: 1720 x 2500mm Frame and door including all ironmongery complete 1.00 No $ 120.00 $ 120.00 Type D2: 1720 x 2500mmFrame and door including all ironmongery complete 2.00 No $ 120.00 $ 240.00 Internal wall finishes:Walls to be plastered and painted to match existing 297.07 $ 9.00 $ 2,673.63 External wall finish:500mm strip to be plastered and painted to match existing 14.73 $ 9.00 $ 132.57

3.19 GUARD HOUSERemoval of Existing WorkTaking out and removing doors, windows, etc from brick to demolished:Steel single door and frame 2.00 No 10 $ 20.00

Internal plaster from walls and columns 70.71 $ 2.00 $ 141.41 External plaster from walls and columns 36.00 $ 2.00 $ 72.00 New WorkSteel Frames:Doors:

1.00 No $ 100.00 $ 100.00

Type D3: 885 x 2100mm Frame and door including all ironmongery complete 1.00 No $ 100.00 $ 100.00 Internal wall finishes:Walls to be plastered and painted to match existing 70.71 $ 9.00 $ 636.35 External wall finish:500mm strip to be plastered and painted to match existing 36.00 $ 9.00 $ 324.00

4 EARTH MAT B1-4.9.7.14 page 152 4.1 Excavate 300mm (width) x 1000mm (depth) for earth grids 600.00 $ 7.00 $ 4,200.00

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Sump frame - 30 x 30 x 5Lg cast in and galvanised. 25 x 5mm flat x 100Lg fishtail lugs weld to angle (5mm fillet) at 500mm c/c. To fit in the open grid which is 1600mm wide with 30 x 4.5mm bearer bars, and 40 x 40mm openings (fully banded)

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Hacking up/off and removing cermaic tiles including removing mortar bed or adhesive from concrete or brickwork and preparing surfaces for new screed, plaster tiles finish:

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600 x 500mm deep internal concrete trench. Trench walls and bottom to be 100mm thick

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Hacking up/off and removing cermaic tiles including removing mortar bed or adhesive from concrete or brickwork and preparing surfaces for new screed, plaster tiles finish:

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Type D3: 885 x 2500mm Frame and steel door including stainless steel ironmongery complete (external)

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LUWINGA 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total B1-4.9.7.14 page 154 4.2

600.00 $ 7.00

$ 4,200.00

5 CABLE TRENCH (refer to drawing no. ZZZ 824-200)B1-4.9.7.18 page 178 5.1

177.00 m $ 10.00 $ 1,770.00

B1-4.9.7.18 page 178 5.2 Concrete trench cover for 1000mm wide trench (with maximal weight of 50 kg each) 590.00 No $ 60.00 $ 35,400.00

B1-4.9.7.18 page 178 5.3

41 m $ 10.00 $ 410.00

B1-4.9.7.18 page 178 5.4 Concrete trench cover for 500mm wide trench (with maximal weight of 50 kg each)137.00 No $ 60.00 $ 8,220.00

B1-3.6.2.12 page 46 6 DRAINAGE6.1

84 m $ 100.00 $ 8,400.00

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4 No $ 265.00 $ 1,060.00

6.312 m $ 15.00 $ 180.00

6.435 m $ 100.00 $ 3,500.00

6.545 m $ 18.00 $ 810.00

6.7 Oil trap (refer to drawing no. ZZZ 824-200)Excavation in insitu material 97.00 $ 7.00 $ 679.00 Blinding - 20mPa (50mm thick) 3.45 $ 190.00 $ 656.26 Smooth Formwork (to be steel or sound timber) 235.00 $ 33.00 $ 7,755.00 Concrete - 35mPa, 19mm Stone 45.00 $ 190.00 $ 8,550.00 25 x 25mm Chamfer to sides of concrete to fit covers 12.80 m $ 1.00 $ 12.80 100mm Diameter concrete cut out 2.00 No $ 20.00 $ 40.00 Wood float top of concrete slab 46.13 $ 5.30 $ 244.49 Stock pile insitu surplus material (for carting away) 97.00 $ 6.00 $ 582.00 Reinforcing - Supply & Fix only 7520.00 Kg $ 2.50 $ 18,800.00 16mm Diameter galvanised iron steps 1650mm long 8.00 No $ 225.00 $ 1,800.00 Heavy duty manhole covers 4.00 No $ 120.00 $ 480.00 200mm Diameter steel pipe 1.00 m $ 45.00 $ 45.00 100mm Diameter ventilator PVC pipe with bend 1.00 No $ 20.00 $ 20.00 100mm Diameter concrete pipe 0.50 m $ 20.00 $ 10.00

46 m $ 6.00 $ 276.00 Paint x 2 layers of bitumen to internal surfaces of separator 259.98 $ 5.00 $ 1,299.90

7 ROAD7.1 Access road

B1-4.9.7.14 page 152 Excavation in insitu material 81 $ 7.00 $ 567.00 B1-4.9.7.15 page 156 Sub-Base of G5 material compacted to 98% MOD AASHTO 40.5 $ 25.00 $ 1,012.50 B1-4.9.7.15 page 156 Wet-mix road base of G6 material Compacted to 98% MOD AASHTO 36.00 $ 20.00 $ 720.00 B1-4.9.7.15 page 158 40mm Thick wearing course of bitumen macadam grade 60/70 penetration 8.4 $ 19.00 $ 159.60

7.2 Internal roadB1-4.9.7.14 page 152 Excavation in insitu material 226.80 $ 7.00 $ 1,587.60 B1-4.9.7.15 page 156 Sub-Base of G5 material compacted to 98% MOD AASHTO 113.40 $ 25.00 $ 2,835.00 B1-4.9.7.15 page 156 Wet-mix road base of G6 material Compacted to 98% MOD AASHTO 97.20 $ 20.00 $ 1,944.00 B1-4.9.7.15 page 158 Wearing course of bitumen macadam grade 60/70 penetration 21.60 $ 19.00 $ 410.40 B1-4.9.7.15 page 156 7.3

10.00 No $ 30.00 $ 300.00

B1-4.9.7.15 page 159 7.4 110.00 $ 500.00 $ 55,000.00

7.5 Kerbing including bends and end pieces 234.00 m $ 2.00 $ 468.00 B1-4.9.7.10 page 146 7.6

Stop sign 3 Item $ 10.00 $ 30.00 Yield sign 1 Item $ 10.00 $ 10.00 Painting of parking lines 50 m $ 2.00 $ 100.00

8 YARD WORKSB1-4.9.7.17 page 171 8.1

481.72 m $ 200.00 $ 96,344.00

B1-4.9.7.17 page 171 8.2 5m Wide motorised electric fence, with a frame height that match the fence. 1.00 No $ 500.00 $ 500.00 B1-4.9.7.17 page 171 8.3 1m Wide pedestrian gate with a frame height that matches the fence 1.00 No $ 100.00 $ 100.00 B1-4.9.7.14 page 155 8.4 Prepare and comply with an approved weed control and spread over substation 6,218.36 $ 1.00 $ 6,218.36 B1-4.9.7.14 page 156 8.5

6,218.36 $ 15.00 $ 93,275.40

B1-4.9.7.2 page 137 8.6 Construct a fire equipment bricwork kiosk 1.00 Item 1,000.00 $ 1,000.00

B1-3.6.2.13 page 46 8.7 621.84 $ 1,000.00 $ 621,836.00

Backfilling to earthing grid and compact the ground surface in depths of 300mm compacting to 95% Mod AASHTO density m3

The excavation in insitu material for construction of 1000mm wide x 500mm deep cast insitu reinforced concrete trenches including bends and junctions to include 100mm diameter PVC drain pipe at 4m centres at the bottom of the trench

The excavation in insitu material for construction of 500mm wide x 500mm deep cast insitu reinforced concrete trenches including bends and junctions to include 100mm diameter PVC drain pipe at 4m centres at the bottom of the trench

Subsoil Drain Supply, lay and joint 2 x 160mm diameter preferated uPVC pipe to be laid 1100mm below NGL in trench which is to be lined with geofabric material (bidem gade A6) and backfill with 50 to 75mm diameter stone, including excavation, temporary support of sides, keeping excavations dry, complete (refer to drawing no. ZZZ 824-200)Construct cast insitu concrete manhole with lid and including excavation in insitu material, temporary support of sides, keeping excavations dry, complete (refer to drawing no. ZZZ 824-200)

Supply, lay, joint and bed 300mm diameter class 50D spigot and socket ended concrete sewer pipes including necessary bends and tees from transformer to oil/ water separator

Supply, lay, joint and bed 450mm diameter class 50D spigot and socket ended concrete sewer pipes including necessary bends and tees

Supply, lay, joint and bed 110mm Diameter PVC pipe including necessary bends and tees

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Supply, lay, joint and bed 160mm Diameter uPVC pipe including necessary bends and tees

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Road crossing over 5m wide road for cable trench.Precast concrete culvet (size 1200 x 900 x 600mm and the internal walls to be 100mm thick)Segmented paving - Supply and lay 80 mm interlocking concrete pavers including 20 mm sand bed (max 30 mm); edge restraint and cutting of units where required: Strength: 25 Mpa m2

Road markings:

The complete, supply and installation of a security fence, including earthing of all metal parts, gates etc. 2m High diamond mesh plastic coated galvanised steel wire and 300mm flat wrap razor wire on the overhang fence and consists of a vertical post with 45 degree inclination at the apex, fence to be fixed on a ring-beam foundation

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Supply and application of 25mm stone, 200mm deep, to one meter beyond fences, including levelling and rolling to compact the stone layer. m2

Landscaping - Planting of medium-high growing plants and grass (Subject to approval of Employer) m2

LUWINGA 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total Subtotal $ 1,272,108.78

Vat 16%

Final Total $ 1,272,108.78

NEW BWENGU 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total 1 P & G's

B1-3.6.2.15 page 49 1.1 Geotechnical report (bore logs, trial pits, sounding logs) and to include:

1 Item 1 $ 1,000.00 $ 1,000.00 ●Description and limits of various soil layers●Sample taken●SPT results●Water levels●Depth of borehole/pit/sounding

B1-3.6.2.14 page 47 1.2 Topographic survey (10 meter grids and 0.5 meter vertical intervals):1 Item 1 $ 200.00 $ 200.00 ●Obtain topographic survey maps

●Ensure position and elevation of all works are correct1.3

1 Item 1 $ 50.00 $ 50.00

1.41

Item1 $ 1,000.00 $ 1,000.00

1.51 Item 1 $ 30,000.00 $ 30,000.00

1.6 Temporary latrines and sanitary (allowed 1x for ABB office) 2 month 8 $ 750.00 1.7 Temporary fence around site establishment 1 Item 1 $ 8,000.00 $ 8,000.00

1.10 Temporary gate 2 Item 1 $ 200.00 $ 400.00 1.11 Temporary water connection 1 Item 1 $ 500.00 $ 500.00 1.12 Temporary electricity connection/generator (20kVA) 1 Item 1 $ 500.00 $ 500.00 1.13 Water usage 1 Month 8 $ 500.00 $ 4,000.00 1.14 Electricity/petrol or diesel 1 Month 8 $ 1,000.00 $ 8,000.00 1.15 Tempoary site sign board 1 Item 1 $ 500.00 $ 500.00 1.16 Supervision & Labour 1 Month 8 $ 1,000.00 $ 8,000.00 1.17 Health and Saftey - safety signs and PPE according to ABB specifications 1 Item 1 $ - 1.18 Security guard (allow 1x person for day watch and 1 x person for night watch) 2 Month 8 $ 150.00 $ 2,400.00 1.19 De-establishment of site camp and stores 1 Item 1 $ 1,000.00 $ 1,000.00

B1-4.9.7.14 page 152 2 SITE WORKS - PLATFORM 2.1 Remove and treat anthills 9,200.00 $ 45.00 $ 414,000.00 2.2

99,510.00 $ 0.80 $ 79,608.00

2.3 Level and compact final cut layer to 95% Mod AASHTO 78,389.00 2.4 Rate for overhaul per m3 of spoil for a distance greater than 10km - rate per km

1.00 Km $ 7.00 $ 7.00

2.5 Bulk excavations (cut) in insitu material 15,500.00 $ 7.00 2.6 Extra over bulk excavations in clay and black cotton 1,550.00 $ 7.00 $ 10,850.00 2.7 Extra bulk excavations in intermediate material 1,550.00 $ 8.00 $ 12,400.00 2.8 Extra over bulk excavations in hard rock 775.00 $ 20.00 $ 15,500.00 2.9 Level and compact final cut layer to 95% Mod AASHTO 21,121.00

2.10 15,500.00 $ 7.00 B1-4.9.7.14 page 155 2.11

3,168.20 $ 7.00

$ 22,177.40

B02-4.6.7 page 77 3

Analyzing the ingredients of the water used for performance of the work 1 Test $ 200.00 $ 200.00 Gravity of soil 3 Test $ 200.00 $ 600.00 Bearing capacity of soil for static load 1 Test $ 200.00 $ 200.00 Grain size analysis of soils, if "Replacement of Material" is required 3 Test $ 200.00 $ 600.00

3 Test $ 200.00 $ 600.00 Cement 2 Test $ 100.00 $ 200.00 Aggregate 2 Test $ 100.00 $ 200.00 Sand 2 Test $ 100.00 $ 200.00 Fillers 2 Test $ 100.00 $ 200.00 Concrete cubes 3 Test $ 200.00 $ 600.00

3.1 Keeping all foundations free of water 1 Item $ 100.00 $ 100.00 3.2 Risk of collapse to sides of all excavations 1 Item $ 100.00 $ 100.00

3.3 132 kV GantryB1-4.9.7.14 page152 Excavation in insitu material 10.75 12 $ 7.00 $ 903.17 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.51 12 $ 190.00 $ 1,167.36 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 5.04 12 $ 30.00 $ 1,814.40 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 3.84 12 $ 25.00 $ 1,152.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 4.84 12 $ 265.00 $ 15,378.48 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 5.60 m 12 $ 4.00 $ 268.80 B1-4.9.7.17 page 169 Wood float top of concrete foundation 1.96 12 $ 5.00 $ 117.60 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 5.80 12 $ 7.00 $ 486.86 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 4.96 12 $ 7.00 $ 416.30 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 267.00 kg 12 $ 3.00 $ 9,612.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 12 $ 5.50 $ 66.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.10 12 $ 7.00 $ 8.23 B1-4.2.1 page 66 Greasing of HD Bolts (M36 X 8) 8 No 12 $ 5.00 $ 480.00

3.4 132 kV IsolatorB1-4.9.7.14 page152 Excavation in insitu material 2.21 27 $ 7.00 $ 417.69 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.13 27 $ 190.00 $ 666.90

●Actual ground level

Costs for obligations, equipment or labour, although not specified, is required to complete the Contract in terms of the specification and Statutory Requirements

Establishment of site camp and stores including site clearance for civil contractors own requirements

Allow 1 x office and 1 x boardroom for ABB (containers to include 2 x aircondtioners, 2x standard tables,12 x chairs,1 x mini fridge, 2x cupboard with shelves and electrical plugs and lights)

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Remove all bushes, shrubs and trees and strip 300mm of topsoil to be stockpiled on site for later use. All material not used will be dumped at a site located by the employer within 10km from site m2

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Backfill (fill) with insitu material and compact the ground surface in depths of 300mm compacting to 95% Mod AASHTO density

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Backfill with imported G5 material and compact the ground surface in depths of 300mm compacting to 95% Mod AASHTO density

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TESTS (shall be performed for each 500m3 of fill)

Density of soil in place of sandcone method for each second layer of "Backfilling and/or replacement of material and/or roadwork"

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NEW BWENGU 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 3.36 27 $ 30.00 $ 2,721.60 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 2.16 27 $ 25.00 $ 1,458.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 1.28 27 $ 265.00 $ 9,187.02 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 4.80 m 27 $ 4.00 $ 518.40 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.72 27 $ 5.00 $ 97.20 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.94 27 $ 7.00 $ 177.66 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.27 27 $ 7.00 $ 240.03 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 79.00 kg 27 $ 3.00 $ 6,399.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 27 $ 5.50 $ 148.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.04 27 $ 7.00 $ 6.80 B1-4.2.1 page 66 Greasing of HD Bolts (M24X 8) 8 No 27 $ 5.00 $ 1,080.00

3.5 132 kV Circuit BreakerB1-4.9.7.14 page152 Excavation in insitu material 3.62 3 $ 7.00 $ 75.95 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.21 3 $ 190.00 $ 121.27 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 4.20 3 $ 30.00 $ 378.00 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 2.91 3 $ 25.00 $ 218.25 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 2.06 3 $ 265.00 $ 1,640.88 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 6.00 m 3 $ 4.00 $ 72.00 B1-4.9.7.17 page 169 Wood float top of concrete foundation 1.13 3 $ 5.00 $ 16.88 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 1.85 3 $ 7.00 $ 38.77 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.77 3 $ 7.00 $ 37.18 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 207.00 kg 3 $ 3.00 $ 1,863.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1.00 No 3 $ 5.50 $ 16.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.06 3 $ 7.00 $ 1.18 B1-4.2.1 page 66 Greasing of HD Bolts (M24 X 8) 8 No 3 $ 5.00 $ 120.00

3.6 132 kV Current TransformerB1-4.9.7.14 page152 Excavation in insitu material 1.03 9 $ 7.00 $ 64.80 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.06 9 $ 190.00 $ 103.46 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 9 $ 30.00 $ 529.20 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.32 9 $ 25.00 $ 297.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.71 9 $ 265.00 $ 1,683.81 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 9 $ 4.00 $ 100.80 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 9 $ 5.00 $ 22.05 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.36 9 $ 7.00 $ 22.68 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.67 9 $ 7.00 $ 42.12 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 47.00 kg 9 $ 3.00 $ 1,269.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 9 $ 5.50 $ 49.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 9 $ 7.00 $ 1.54 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4 No 9 $ 5.00 $ 180.00

3.7 132 kV Voltage TransformerB1-4.9.7.14 page152 Excavation in insitu material 1.03 9 $ 7.00 $ 64.80 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.06 9 $ 190.00 $ 103.46 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 9 $ 30.00 $ 529.20 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.32 9 $ 25.00 $ 297.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.71 9 $ 265.00 $ 1,683.81 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 9 $ 4.00 $ 100.80 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 9 $ 5.00 $ 22.05 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.36 9 $ 7.00 $ 22.68 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.67 9 $ 7.00 $ 42.12 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 47.00 kg 9 $ 3.00 $ 1,269.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 9 $ 5.50 $ 49.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 9 $ 7.00 $ 1.54 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4 No 9 $ 5.00 $ 180.00

3.8 132 kV High Post InsulatorB1-4.9.7.14 page152 Excavation in insitu material 3.83 8 $ 7.00 $ 214.68 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 4.10 8 $ 190.00 $ 6,232.00 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 3.92 8 $ 30.00 $ 940.80 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 3.12 8 $ 25.00 $ 624.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 2.04 8 $ 265.00 $ 4,322.68 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 5.60 m 8 $ 4.00 $ 179.20 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.98 8 $ 5.00 $ 39.20 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 2.24 8 $ 7.00 $ 125.19 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.60 8 $ 7.00 $ 89.49 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 128 kg 8 $ 3.00 $ 3,072.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 8 $ 5.50 $ 44.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.05 8 $ 7.00 $ 2.74 B1-4.2.1 page 66 Greasing of HD Bolts (M24 X 8) 8 No 8 $ 5.00 $ 320.00

3.9 132 kV Low Post InsulatorB1-4.9.7.14 page152 Excavation in insitu material 1.03 12 $ 7.00 $ 86.39 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.06 12 $ 190.00 $ 137.94

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NEW BWENGU 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 12 $ 30.00 $ 705.60 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.32 12 $ 25.00 $ 396.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.71 12 $ 265.00 $ 2,245.08 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 12 $ 4.00 $ 134.40 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 12 $ 5.00 $ 29.40 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.36 12 $ 7.00 $ 30.24 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.67 12 $ 7.00 $ 56.15 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 47.00 kg 12 $ 3.00 $ 1,692.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 12 $ 5.50 $ 66.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 12 $ 7.00 $ 2.06 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4 No 12 $ 5.00 $ 240.00

3.10 132 kV Surge ArrestorB1-4.9.7.14 page152 Excavation in insitu material 1.03 6 $ 7.00 $ 43.20 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.06 6 $ 190.00 $ 68.97 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 6 $ 30.00 $ 352.80 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.32 6 $ 25.00 $ 198.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.71 6 $ 265.00 $ 1,122.54 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 6 $ 4.00 $ 67.20 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 6 $ 5.00 $ 14.70 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.36 6 $ 7.00 $ 15.12 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.67 6 $ 7.00 $ 28.08 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 47.00 kg 6 $ 3.00 $ 846.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 6 $ 5.50 $ 33.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 6 $ 7.00 $ 1.03 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4 No 6 $ 5.00 $ 120.00

3.12 66 kV GantryB1-4.9.7.14 page152 Excavation in insitu material 8.83 2 $ 7.00 $ 123.63 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.42 2 $ 190.00 $ 159.79 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 5.04 2 $ 30.00 $ 302.40 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 3.48 2 $ 25.00 $ 174.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 4.29 2 $ 265.00 $ 2,272.11 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 5.60 m 2 $ 4.00 $ 44.80 B1-4.9.7.17 page 169 Wood float top of concrete foundation 1.96 2 $ 5.00 $ 19.60 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 4.52 2 $ 7.00 $ 63.29 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 4.31 2 $ 7.00 $ 60.34 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 233.00 kg 2 $ 3.00 $ 1,398.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 2 $ 5.50 $ 11.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.10 2 $ 7.00 $ 1.37 B1-4.2.1 page 66 Greasing of HD Bolts (M36 X 8) 8 No 2 $ 5.00 $ 80.00

3.13 66 kV IsolatorB1-4.9.7.14 page152 Excavation in insitu material 6.50 8 $ 7.00 $ 363.85 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.38 8 $ 190.00 $ 580.94 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 10.08 8 $ 30.00 $ 2,419.20 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 3.44 8 $ 25.00 $ 688.80 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 3.81 8 $ 265.00 $ 8,067.02 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 14.4 m 8 $ 4.00 $ 460.80 B1-4.9.7.17 page 169 Wood float top of concrete foundation 2.16 8 $ 5.00 $ 86.40 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 2.74 8 $ 7.00 $ 153.29 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 3.76 8 $ 7.00 $ 210.56 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 210 kg 8 $ 3.00 $ 5,040.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 8 $ 5.50 $ 44.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.11 8 $ 7.00 $ 6.05 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 24 No 8 $ 5.00 $ 960.00

3.14 66 kV Circuit BreakerB1-4.9.7.14 page152 Excavation in insitu material 2.43 4 $ 7.00 $ 68.07 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.14 4 $ 190.00 $ 108.68 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 3.92 4 $ 30.00 $ 470.40 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 3.78 4 $ 25.00 $ 378.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 1.54 4 $ 265.00 $ 1,636.64 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 5.60 m 4 $ 4.00 $ 89.60 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.98 4 $ 5.00 $ 19.60 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.74 4 $ 7.00 $ 20.83 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.69 4 $ 7.00 $ 47.24 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 86.00 kg 4 $ 3.00 $ 1,032.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 4 $ 5.50 $ 22.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.05 4 $ 7.00 $ 1.37 B1-4.2.1 page 66 Greasing of HD Bolts (M24 X 8) 8 No 4 $ 5.00 $ 160.00

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NEW BWENGU 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total 3.15 66 kV Current Transformer

B1-4.9.7.14 page152 Excavation in insitu material 1.67 12 $ 7.00 $ 139.94 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.10 12 $ 190.00 $ 223.44 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 12 $ 30.00 $ 705.60 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.68 12 $ 25.00 $ 504.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.93 12 $ 265.00 $ 2,960.58 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 12 $ 4.00 $ 134.40 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 12 $ 5.00 $ 29.40 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.64 12 $ 7.00 $ 53.51 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.03 12 $ 7.00 $ 86.44 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 58.00 kg 12 $ 3.00 $ 2,088.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 12 $ 5.50 $ 66.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 12 $ 7.00 $ 2.06 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4 No 12 $ 5.00 $ 240.00

3.16 66 kV Voltage TransformerB1-4.9.7.14 page152 Excavation in insitu material 1.67 9 $ 7.00 $ 104.96 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.10 9 $ 190.00 $ 167.58 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 9 $ 30.00 $ 529.20 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.68 9 $ 25.00 $ 378.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.93 9 $ 265.00 $ 2,220.43 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 9 $ 4.00 $ 100.80 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 9 $ 5.00 $ 22.05 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.64 9 $ 7.00 $ 40.13 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.03 9 $ 7.00 $ 64.83 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 58.00 kg 9 $ 3.00 $ 1,566.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 9 $ 5.50 $ 49.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 9 $ 7.00 $ 1.54 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4 No 9 $ 5.00 $ 180.00

3.17 66 kV Surge ArrestorB1-4.9.7.14 page152 Excavation in insitu material 1.67 9 $ 7.00 $ 104.96 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.10 9 $ 190.00 $ 167.58 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 9 $ 30.00 $ 529.20 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.68 9 $ 25.00 $ 378.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.93 9 $ 265.00 $ 2,220.43 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 9 $ 4.00 $ 100.80 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 9 $ 5.00 $ 22.05 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.64 9 $ 7.00 $ 40.13 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.03 9 $ 7.00 $ 64.83 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 58.00 kg 9 $ 3.00 $ 1,566.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 9 $ 5.50 $ 49.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 9 $ 7.00 $ 1.54 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4 No 9 $ 5.00 $ 180.00

3.18 66 kV High Post InsulatorB1-4.9.7.14 page152 Excavation in insitu material 4.28 6 $ 7.00 $ 179.93 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.25 6 $ 190.00 $ 287.28 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 3.92 6 $ 30.00 $ 705.60 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 3.00 6 $ 25.00 $ 450.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 2.20 6 $ 265.00 $ 3,494.82 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 5.60 m 6 $ 4.00 $ 134.40 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.98 6 $ 5.00 $ 29.40 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 2.03 6 $ 7.00 $ 85.26 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 2.25 6 $ 7.00 $ 94.67 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 136.00 kg 6 $ 3.00 $ 2,448.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 2 No 6 $ 5.50 $ 66.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.05 6 $ 7.00 $ 2.06 B1-4.2.1 page 66 Greasing of HD Bolts (M24 X 8) 8 No 6 $ 5.00 $ 240.00

3.19 AuxillaryB1-4.9.7.14 page152 Excavation in insitu material 0.49 1 $ 7.00 $ 3.43 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.10 1 $ 190.00 $ 18.62 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 2.24 1 $ 30.00 $ 67.20 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 0 1 $ 25.00 $ - B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.78 1 $ 265.00 $ 207.76 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 5.6 m 1 $ 4.00 $ 22.40 B1-4.9.7.17 page 169 Wood float top of concrete foundation 1.96 1 $ 5.00 $ 9.80 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.00 1 $ 7.00 $ - B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.49 1 $ 7.00 $ 3.43 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 3.92 1 $ 3.00 $ 11.76 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 1 $ 5.50 $ 5.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.10 1 $ 7.00 $ 0.69 B1-4.2.1 page 66 Greasing of HD Bolts 4 No 1 $ 5.00 $ 20.00

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NEW BWENGU 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total

3.20 Yard Marshalling KioskB1-4.9.7.14 page152 Excavation in insitu material 0.13 6 $ 7.00 $ 5.29 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.03 6 $ 190.00 $ 35.91 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 0.96 6 $ 30.00 $ 172.80 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 0 6 $ 25.00 $ - B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.19 6 $ 265.00 $ 300.51 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 3.20 m 6 $ 4.00 $ 76.80 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.63 6 $ 5.00 $ 18.90 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.00 6 $ 7.00 $ - B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.13 6 $ 7.00 $ 5.46 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 0 kg 6 $ 3.00 $ - B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 0 No 6 $ 5.50 $ - B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.03 6 $ 7.00 $ 1.32 B1-4.2.1 page 66 Greasing of HD Bolts 0 No 6 $ 5.00 $ -

3.21 Transformer Plinth (1)B1-4.9.7.14 page152 Excavations in insitu material:

Strip excavations 6.01 $ 7.00 $ 42.07 Sump excavations 0.58 $ 7.00 $ 4.03 Plinth 2.94 $ 7.00 $ 20.58 Surface bed 4.39 $ 7.00 $ 30.76

B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 1.69 $ 7.00 $ 11.83 Stock pile insitu surplus material (for carting away) 12.23 $ 7.00 $ 85.61

B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick):Strip Footing concrete 0.55 $ 190.00 $ 103.80 Sump Concrete 0.03 $ 190.00 $ 6.08 Plinth 0.42 $ 190.00 $ 79.80 Surface bed 1.10 $ 190.00 $ 208.72

B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone:Strip Footing concrete 2.19 $ 260.00 $ 568.15 Sump Concrete 0.37 $ 260.00 $ 95.94 Plinth 5.04 $ 260.00 $ 1,310.40 Surface bed 2.20 $ 260.00 $ 571.22

B1-4.9.7.17 page 170 Formwork:Smooth Formwork:Sump walls 1.82 $ 2.00 $ 3.64 Plinth 7.08 $ 2.00 $ 14.16 Rough Formwork:Strip footing 9.71 $ 20.00 $ 194.24

B1-4.9.7.17page 170 25 x 25mm Chamfer to sides of plinth 11.80 m $ 20.00 $ 236.00 B1-4.9.7.17page 169 Concrete finish wood float:

Surface bed 21.97 $ 8.00 $ 175.76 Plinth 8.40 $ 8.00 $ 67.20

B1-4.9.7.19 page 179 Reinforcing (MESH ref 617):Surface bed 21.97 $ 8.00 $ 175.76 Plinth 16.8 $ 8.00 $ 134.40 Sundries:

21.97 $ 40.00 $ 878.80

75 to 100mm Diameter gravel to fill oil drain 2.20 $ 19.00 $ 41.74 B1-4.9.7.22 page 181 Brickwork (including stairs) 160.86 $ 1.00 $ 160.86 B1-4.9.7.22 page 184 Brickforce 120mm wide (every second layer) 68.94 $ 1.00 $ 68.94 B1-4.9.7.17 page 165 Construction/expansion joints between concrete and brick 22.18 m $ 100.00 $ 2,218.00

50 x 3 flat copper bend to suit connection on transformer points 6 m 150 $ 900.00 Benching the inside of the sump with 20mm benching render 1 Item 500 $ 500.00 Paint x 2 layers of bitumen to surface 30.37 10 $ 303.69

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Sump frame - 30 x 30 x 5Lg cast in and galvanised. 25 x 5mm flat x 100Lg fishtail lugs weld to angle (5mm fillet) at 500mm c/c. To fit in the open grid which is 1600mm wide with 30 x 4.5mm bearer bars, and 40 x 40mm openings (fully banded) m2

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NEW BWENGU 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total

3.22 Transformer Plinth (2)B1-4.9.7.14 page 152 Excavations in insitu material:

Strip excavations 8.32 $ 7.00 $ 58.21 Sump excavations 0.58 $ 7.00 $ 4.03 Plinth 7.35 $ 7.00 $ 51.45 Surface bed 9.07 $ 7.00 $ 63.50

B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 4.54 $ 7.00 $ 31.75 Stock pile insitu surplus material (for carting away) 20.78 $ 7.00 $ 145.45

B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick):Strip Footing concrete 0.76 $ 190.00 $ 143.64 Sump Concrete 0.03 $ 190.00 $ 6.08 Plinth 1.05 $ 190.00 $ 199.50 Surface bed 2.27 $ 190.00 $ 430.92

B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone:Strip Footing concrete 3.02 $ 260.00 $ 786.24 Sump Concrete 0.33 $ 260.00 $ 85.02 Plinth 12.60 $ 260.00 $ 3,276.00 Surface bed 4.54 $ 260.00 $ 1,179.36 Part of the road 4.41 $ 260.00 $ 1,146.60

B1-4.9.7.17 page 170 Formwork:Smooth Formwork:Sump walls 2.24 $ 20.00 $ 44.80 Plinth 11.40 $ 20.00 $ 228.00 Rough Formwork:Strip footing 13.46 $ 20.00 $ 269.28

B1-4.9.7.17 page 170 25 x 25mm Chamfer to sides of plinth 19 m $ 20.00 $ 380.00 B1-4.9.7.17 page 170 Concrete finish woodfloat:

Surface bed 45.36 $ 8.00 $ 362.88 Plinth 21 $ 8.00 $ 168.00

B1-4.9.7.19 page 179 Reinforcing (MESH ref 617):Surface bed 45.36 $ 8.00 $ 362.88 Plinth 42 $ 8.00 $ 336.00 Sundries:

45.36 $ 40.00 $ 1,814.40

75 to 100mm Diameter gravel to fill oil drain 4.54 $ 19.00 $ 86.18 B1-4.9.7.22 page 181 Brickwork (including stairs) 31.28 $ 1.00 $ 31.28 B1-4.9.7.22 page 184 Brickforce 120mm wide (every second layer) 125.12 $ 1.00 $ 125.12 B1-4.9.7.17 page 165 Construction/expansion joints between concrete and brick 2.22 $ 100.00 $ 222.00

50 x 3 flat copper bend to suit connection on transformer points 8.00 m $ 150.00 $ 1,200.00 One set of rails on tranformer plinth 20.10 m $ 150.00 $ 3,015.00 Benching the inside of the sump with 20mm benching render 1 Item $ 500.00 $ 500.00 Paint x 2 layers of bitumen to surface 50 $ 10.00 $ 500.00

3.23 Fire WallB1-4.9.7.14 page152 Excavation in insitu material 17.11 2 $ 7.00 $ 239.50 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.63 2 $ 190.00 $ 240.77 B1-4.9.7.17 page 163 Foundation wall (35MPa concrete) 4.37 2 $ 265.00 $ 2,318.01 B1-4.9.7.17 page 170 Rough formwork 26.66 2 $ 30.00 $ 1,599.84 B1-4.9.7.17 page 163 Concrete foundation slab - 35mPa, 19mm Stone 3.80 2 $ 265.00 $ 2,014.85 B1-4.9.7.17 page 163 Cavity concrete wall (35MPa) 11.56 2 $ 265.00 $ 6,128.50 B1-4.9.7.22 page 181 110mm brickwall 114.00 2 $ 10.00 $ 2,280.00 B1-4.9.7.17 page 170 Wood float top of concrete foundation 4.33 2 $ 5.00 $ 43.29

Precast concrete copings 9.94 m 2 $ 10.00 $ 198.80 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 8.30 2 $ 10.00 $ 165.97 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 8.81 2 $ 6.00 $ 105.71 B1-4.9.7.19 page 179 Reinforcing - mesh 12.67 2 $ 9.00 $ 228.10 B1-4.9.7.20 page 180 Grout - 25mPa to top of stub 0.50 2 $ 190.00 $ 188.86

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Sump frame - 30 x 30 x 5Lg cast in and galvanised. 25 x 5mm flat x 100Lg fishtail lugs weld to angle (5mm fillet) at 500mm c/c. To fit in the open grid which is 1600mm wide with 30 x 4.5mm bearer bars, and 40 x 40mm openings (fully banded) m2

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NEW BWENGU 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total B1-4.9.7.3 page 138 3.24 Control Building

Excavations in insitu material:Strip foundation 56.35 $ 6.00 $ 338.08

B1-4.9.7.14 page 155 Prepare and spary with an approved anti-termite control under building 337.53 $ 1.10 $ 371.28

Stock pile insitu surplus material (for carting away) 56.35 $ 6.00 $ 338.08 B1-4.9.7.17 page 170 Formwork:

Rough formwork (to be steel or sound timber) to sides of foundations 148.62 $ 25.00 $ 3,715.50

Smooth formwork (to be steel or sound timber) to sides of beams 74.31 $ 33.00 $ 2,452.23

Smooth formwork (to be steel or sound timber) to sides of columns 102 $ 33.00 $ 3,366.00 B1-4.9.7.17 page 163 Concrete:

Blinding - 20mPa (50mm thick) 3.98 $ 250.00 $ 996.10 Reinforced concrete - 35mPa, 19mm Stone to surface bed 67.51 $ 300.00 $ 20,251.84 Reinforced concrete - 35mPa, 19mm Stone to foundations 31.88 $ 300.00 $ 9,562.56 Reinforced concrete - 35mPa, 19mm Stone to columns 7.65 $ 300.00 $ 2,295.00 Reinforced concrete - 35mPa, 19mm Stone to beams 10.25 $ 300.00 $ 3,073.68 Prestressed fabricated concrete lintels:

In lengths not exceeding 3m 46.72 m $ 15.00 $ 700.80 B1-4.9.7.19 page 179 Reinforcing:

Reinforcing mesh ref. 395 337.53 $ 9.00 $ 3,037.78 Reinforcing - Supply & Fix only 1870 kg $ 2.50 $ 4,675.00

B1-4.9.7.22 page 181256.52 $ 35.00 $ 8,978.16

B1-4.9.7.22 page 181 200mm Thick blockwork 114.97 $ 21.00 B1-4.9.7.22 page 184 Brickforce 120mm wide (every second layer) 459.88 $ 3.00 $ 1,379.64 B1-4.9.7.22 page 183 DPC (Damp proof course) 15.63 $ 1.00 $ 15.63 B1-4.9.7.22 page 183 DPM (Damp proof membrame) 337.53 $ 1.20 $ 405.04 B1-4.9.7.17 page 170 Wood float top of concrete 337.53 $ 5.00 $ 1,687.65

Floor Finishes:B1-4.9.7.21 page 180

26.48 $ 10.00 $ 264.80

B1-4.9.7.21 page 180Glazed non-slip fully vitrified ceramic tiles - rest room, toilets, kitchen, messroom 37.16 $ 40.00 $ 1,486.27

B1-4.9.7.21 page 180 Heavy duty PVC sheeting - offices 16.64 $ 20.00 $ 332.88 B1-4.9.7.21 page 180

23.28 $ 50.00 $ 1,163.97

B1-4.9.7.21 page 180 Acid resistant ceramic tiles - battery rooms 24.82 $ 100.00 $ 2,481.53 B1-4.9.7.21 page 180

Heavy duty PVC sheeting on false floor - control room, relay rooms, electrical equipment 137.46 $ 40.00 $ 5,498.41

B1-4.9.7.21 page 180 Carborundum - A/C plant rooms 15.00 $ 40.00 $ 600.00 B1-4.9.7.21 page 180 Heavy duty PVC / rubber backed tiles - instrument/electrical workrooms 15.00 $ 10.00 $ 150.00 B1-4.9.7.21 page 180 Carborundum and non-slip 3 mm self leveling epoxy screed - basements 15.00 $ 60.00 $ 900.00

B1-4.9.7.21 page 18036.11 $ 100.00 $ 3,611.36

B1-4.9.7.21 page 180 Dust-proof hard-wearing epoxy coating - transformer pits 80.40 $ 40.00 $ 3,216.13 B1-4.9.7.18 page 178 6mm Thick checkered plate over internal trench complete 30.4 $ 30.00 $ 912.00

600 x 500mm deep internal concrete trench. Trench walls and bottom to be 100mm thick 38 m $ -

Supply, lay, joint and bed 160mm Diameter PVC pipe 10 m $ 6.00 $ 60.00 B1-4.9.7.3 page 138 Skirtings:

Heavy duty PVC sheet - to painted walls 122.18 m $ 40.00 $ 4,887.20 B1-4.9.7.21 page 180 Internal Wall Finishes:

Plaster to brickwork and concrete 638.4 $ 10.00 $ 6,384.00

Fair face blockwork,cement wash, paint - storage and workshop 100.05 $ 5.00 $ 500.25

Glazed ceramic tiles 2.3m high, plaster and paint - kitchen, messroom 104.78 $ 60.00 $ 6,286.80

Acid/lye resistant tiles 1.2m high - battery room 23.28 $ 100.00 $ 2,328.00 Paint brickwork and concrete (weatherproof) 523.75 $ 4.00 $ 2,095.00

B1-4.9.7.21 page 180 External Wall Finish:Paint on plaster (weatherproof) 231.37 $ 7.00 $ 1,619.59

B1-4.9.7.23 page 188 Aluminium Frames:Windows: $ - Type W1: 2700 x 1090mm Frame including 4mm double glaze complete 8 No $ 890.00 $ 7,120.00 Type W2: 900 x 900mm Frame including 4mm double glaze complete 5 No $ 265.00 $ 1,325.00 Doors: $ - Single $ -

2 No $ 100.00 $ 200.00

Double

2 No $ 150.00 $ 300.00

4 No $ 150.00 $ 600.00

Steel:Doors:Single

6 No $ 100.00 $ 600.00 Double

3 No $ 150.00 $ 450.00

4.9.7.3 page 139 Furniture:

Desks (size 1500 x 700mm with drawers) 2 No $ 480.00 $ 960.00

Tables (size 2000 x 1000mm) 2 No $ 480.00 $ 960.00 Swivel chairs 4 No $ 265.00 $ 1,060.00 Visitors' chairs (to be plastic) 2 No $ 550.00 $ 1,100.00

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Cavity wall - inner skin to be hollow blockwork with insulation and outer skin to be clay brickwork m2

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Epoxy screed (trowel applied minimum 5 mm thick) and epoxy seal coat - switchgear and battery charger rooms m2

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9 mm Non-slip fully vitrified ceramic tiles (floor tiles with epoxy grout) - corridors, stairs, landings m2

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3 mm Self leveling epoxy screed with non-slip granule finish - stores workshop, mechanical work room and store room m2

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Type D3: 885 x 2500mm Frame and steel doors door including all stainless steel ironmongery complete (external)

Type D1: 1750 x 2500mm Frame and steel door including all stainless steel ironmongery complete (external)

Type D2: 1750 x 2500mm Frame and steel door including all stainless steel ironmongery complete (external)

Type D4: 885 x 2100mm Frame and timber doors door including all ironmongery complete (internal)

Type D2: 1750 x 2500mm Frame and steel door including all ironmongery complete (internal)

NEW BWENGU 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total Cupboards (two door cupboard with dividing shelves ) 2 No $ 1,700.00 $ 3,400.00 Airconditioner central unit in control building 1 Item $ 15.00 $ 15.00 Allow one double door cupboard with shelves underneath sink for kitchen 8 No $ 612.00 $ 4,896.00

B1-4.9.7.23page 191 Two plate electric cooker 1 Item $ 130.00 $ 130.00 B1-4.9.7.23page 188 Roof:

427.82 $ 20.00 $ 8,556.46

9 No $ 288.00 $ 2,592.00

225 x 15mm ABS cement barge board 29.31 m $ - B1-3.6.2.12 page 46

58.36 m $ 100.00 $ 5,836.00

B1-3.6.2.12 page 46 Pre-painted aluminium 100 x100mm down pipes, including holderbats, brackets etc 16 m $ 100.00 $ 1,600.00

Ceiling:

282.00 $ 15.00 $ 4,229.94

B1-4.9.4.1 page 131 Supply and install approved roof insulation 282.00 $ 20.00 B1-4.9.7.4 page 139 External steel ladder with safety cage to access roof 1.00 Item $ 120.00 $ 120.00 B1-9.7.10 page145 Plumbing:

WC with all necessary connections, fittings and piping complete and toilet paper holder2 No $ 190.00 $ 380.00

Urinal with all necessary connections, fittings and piping complete 1 No $ 145.00 $ 145.00

2 No $ 100.00 $ 200.00

Sink with all necessary connections, fittings, gulley and piping complete 1 No $ 120.00 $ 120.00 Shower with all necessary connections, fittings and piping complete 2 No $ 50.00 $ 100.00

B1-4.9.7.2 page 137 Extras8 No $ 260.00 $ 2,080.00

Supply and install fire alarm 2 No $ 650.00 $ 1,300.00

B1-4.9.7.4 page 139 3.25 Guard HouseExcavations in insitu material:Strip foundation 4.51 $ 6.00 $ 27.04

B1-4.9.7.14 page 155 Prepare and spary with an approved anti-termite control under building 28.03 $ 1.10 $ 30.83 Stock pile insitu surplus material (for carting away) 4.51 $ 6.00 $ 27.04

B1-4.9.7.17 page 170 Formwork:Rough formwork (to be steel or sound timber) to sides of foundations 15.02 $ 25.00 $ 375.56

Smooth formwork (to be steel or sound timber) to sides of beams 11.75 $ 33.00 $ 387.64

Smooth of sides of columns (to be steel or sound timber) 10.00 $ 33.00 $ 330.00 B1-4.9.7.17 page 163 Concrete:

Blinding - 20mPa (50mm thick) 1.40 $ 250.00 $ 350.33 Reinforced concrete - 35mPa, 19mm Stone to foundations 4.51 $ 300.00 $ 1,352.02 Reinforced concrete - 35mPa, 19mm Stone to surface bed 5.61 $ 300.00 $ 1,681.59 Reinforced concrete - 35mPa, 19mm Stone to columns 0.6 $ 300.00 $ 180.00 Reinforced concrete - 35mPa, 19mm Stone to beams 1.13 $ 300.00 $ 338.00 Prestressed fabricated concrete lintels:

In lengths not exceeding 3m 10.26 m $ 15.00 $ 153.90 B1-4.9.7.19 page 179 Reinforcing:

Reinforcing mesh ref. 395 28.03 $ 9.00 $ 252.24 Reinforcing - Supply & Fix only 270 kg $ 2.50 $ 675.00

B1-4.9.7.22 page 18151.44 $ 35.00 $ 1,800.55

B1-4.9.7.22 page 181 200mm thick block work 13.19 $ 21.00 $ 276.95 B1-4.9.7.22 page 184 Brickforce 120mm wide (every second layer) 329 m $ 3.00 $ 987.00 B1-4.9.7.22 page 183 DPC (Damp proof course) 3.76 $ 1.00 $ 3.76 B1-4.9.7.22 page 183 DPM (Damp proof membrame) 28.03 $ 1.20 $ 33.63 B1-4.9.7.17 page 170 Wood float top of concrete 28.03 $ 5.00 $ 140.13

Floor Finishes:B1-4.9.7.21 page 180 Glazed non-slip fully vitrified ceramic tiles - bedroom, toilets, checking room 18 $ 40.00 $ 730.90

B1-4.9.7.3 page 138 Skirtings:Heavy duty PVC sheet - to painted walls 18.15 m $ 40.00 $ 726.00

B1-4.9.7.21 page 180 Internal Wall Finishes:Plaster to brickwork and concrete 70.71 $ 10.00 $ 707.06 Paint on plaster (weatherproof) 57.80 $ 10.00 $ 578.03

Glazed ceramic tiles 2.3m high, plaster and paint - kitchen, messroom 12.90 $ 40.00 $ 516.12 B1-4.9.7.21 page 180 External Wall Finish:

Paint on plaster (weatherproof) 46.21 $ 5.00 $ 231.06 B1-4.9.7.23 page 188 Aluminium Frames:

Windows:Type W1: 1860 x 1090mm Frame including 4mm double glaze complete 2 No $ 560.00 $ 1,120.00 Type W2: 900 x 900mm including Frame 4mm double glaze complete 1 No $ 265.00 $ 265.00 Doors:

Single

2 No $ 100.00 $ 200.00

B1-4.9.7.3 page 138 Steel Frames:

Doors:

Single

2 No $ 100.00 $ 200.00

Corrugated approved roof sheeting - 0.6mm gauge to be fitted inculding all necessary fittings complete m2

Welded roof trusses of 30 degrees angle rafters, tie beams, rails, struts, braces, cleats, purlins, etc and flat bearer, gusset and connection plates, bolted to steel with an overall lenghth of 12.69m and height of 3.66m (There are 9 trusses)

Pre-painted aluminium 150 x 150mm box gutters including necessary collared and sealed expansion joints

Suspended ceiling champered and grooved acoustic panels on concealed suspension grid including hangers etc

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m2

Basin with all necessary connections, fittings and piping complete with soap dispenser and mirror

Supply and install fire 9kg CO2 extinguisher with sign

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m2

m3

m2

m2

m2

m3

m3

m3

m3

m3

m2

Cavity wall - inner skin to be hollow blockwork with insulation and outer skin to be clay brickwork m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

Type D3: 885 x 2100mm Frame and steel door including stainless steel ironmongery complete (external)

Type D3: 885 x 2100mm Frame and timber door including all ironmongery complete (internal)

NEW BWENGU 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total B1-4.9.7.23 page 188 Roof: $ -

40.01 $ 20.00 $ 800.28

3 No $ 288.00 $ 864.00

B1-3.6.2.12 page 4611.40 m $ 10.00 $ 114.00

B1-3.6.2.12 page 46 Pre-painted aluminium 100 x100mm down pipes, including holderbats, brackets etc 16 m $ 10.00 $ 160.00 225 x 15mm ABS cement barge board 14 m $ -

Ceiling: $ -

20.21 $ 15.00 $ 303.08

B1-4.9.4.1 page 131 Supply and install approved roof insulation 20.21 $ 20.00 $ 404.20

Supply and install 12 000 BTU airconditioner 1.00 Item $ 450.00 $ 450.00 B1-9.7.10 page 145 Plumbing: $ -

WC with all necessary connections, fittings and piping complete and toilet paper holder 1 No $ 190.00 $ 190.00

1No $ 100.00 $ 100.00

B1-4.9.7.2 page 137 Extras $ -

1 No $ 260.00 $ 260.00

Supply and install fire alarm 1 No $ 650.00 $ 650.00

4 EARTH MAT B1-4.9.7.14 page 152 4.1 Excavate 300mm (width) x 1000mm (depth) for earth grids 735 $ 7.00 $ 5,145.00 B1-4.9.7.14 page 154 4.2

735 $ 7.00 $ 5,145.00

5 CABLE TRENCH (refer to drawing no. ZZZ 824-200)B1-4.9.7.18 page 178 5.1

132 m $ 10.00 $ 1,320.00

B1-4.9.7.18 page 178 5.2 Concrete trench cover for 1000mm wide trench (with maximal weight of 50 kg each) 440 No $ 60.00 $ 26,400.00 B1-4.9.7.18 page 178 5.3

42.26 m $ 10.00 $ 422.60

B1-4.9.7.18 page 178 5.4 Concrete trench cover for 500mm wide trench (with maximal weight of 50 kg each)141 No $ 60.00 $ 8,460.00

B1-3.6.2.12 page 46 6 DRAINAGE6.1

160 m $ 100.00 $ 16,000.00

6.2

6 No $ 265.00 $ 1,590.00

6.3

1 No $ 1,800.00 $ 1,800.00

6.41 No $ 1,100.00 $ 1,100.00

6.51 No $ 100.00 $ 100.00

6.6

84 m $ 15.00 $ 1,260.00

6.790 m $ 18.00 $ 1,620.00

6.8

Supply, lay, joint and bed 110mm Diameter PVC pipe including necessary bends and tees45 m $ 4.00 $ 180.00

B1-4.9.7.15 page 156 6.10

356.00 m $ 100.00 $ 35,600.00

6.11 Oil/ water separator (refer to drawing no. ZZZ 824-200)B1-4.9.7.14 page 152 Excavation in insitu material 97.00 $ 7.00 $ 679.00 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 3.45 $ 190.00 $ 656.26 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 235.00 $ 33.00 $ 7,755.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 45.00 $ 190.00 $ 8,550.00 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of concrete to fit covers 12.80 m $ 1.00 $ 12.80

100mm Diameter concrete cut out 2.00 No $ 20.00 $ 40.00 B1-4.9.7.17 page 170 Wood float top of concrete slab 46.13 $ 5.30 $ 244.49

Stock pile insitu surplus material (for carting away) 97.00 $ 6.00 $ 582.00 Reinforcing - Supply & Fix only 7520.00 Kg $ 2.50 $ 18,800.00 16mm Diameter galvanised iron steps 1650mm long 8.00 No $ 225.00 $ 1,800.00 Heavy duty manhole covers 4.00 No $ 120.00 $ 480.00 200mm Diameter steel pipe 1.00 m $ 45.00 $ 45.00

Corrugated approved roof sheeting - 0.6mm gauge to be fitted including all necessary fittings complete m2

Welded roof trusses of 30 degrees angle rafters, tie beams, rails, struts, braces, cleats, purlins, etc and flat bearer, gusset and connection plates, bolted to steel with an oveall lenghth of 4.2m and height of 1.76m (There are 3 trusses)

Pre-painted aluminium 150 x 150mm box gutters including necessary collared and sealed expansion joints

Suspended ceiling champered and grooved acoustic panels on concealed suspension grid including hangers etc

m2

m2

Basin with all necessary connections, fittings and piping complete with soap dispenser and mirror

Supply and install fire 9kg CO2 extinguisher with sign

m3

Backfilling to earthing grid and compact the ground surface in depths of 300mm compacting to 95% Mod AASHTO density m3

The excavation in insitu material for construction of 1000mm wide x 500mm deep cast insitu reinforced concrete trenches including bends and junctions to include 100mm diameter PVC drain pipe at 4m centres at the bottom of the trench

The excavation in insitu material for construction of 500mm wide x 500mm deep cast insitu reinforced concrete trenches including bends and junctions to include 100mm diameter PVC drain pipe at 4m centres at the bottom of the trench

Subsoil Drain Supply, lay and joint 2 x 160mm diameter preferated uPVC pipe to be laid 1100mm below NGL in trench which is to be lined with geofabric material (bidem gade A6) and backfill with 50 to 75mm diameter stone, including excavation, temporary support of sides, keeping excavations dry, complete (refer to drawing no. ZZZ 824-200)Construct cast insitu concrete manhole with lid and including excavation in insitu material, temporary support of sides, keeping excavations dry, complete (refer to drawing no. ZZZ 824-200)

Construct cast insitu septic tank overall size 2250 X 1950 X 2150mm with lid and including excavation, temporary support of sides, keeping excavations dry, complete (refer to drawing no. ZZZ 824-207)

Construct cast insitu soak pit overall size 2000 x 2000 x 1500mm hole to be filled with 100 to 150mm rock, including excavtion and backfilling (refer to drawing no. ZZZ 824-207)

Headwall - concrete to fit 450mm diameter concrete pipe (refer to drawing no. ZZZ 824-200)Supply, lay, joint and bed 300mm diameter class 50D spigot and socket ended concrete sewer pipes including necessary bends and tees from transformer to oil/ water separator

Supply, lay, joint and bed 450mm diameter class 50D spigot and socket ended concrete sewer pipes including necessary bends and tees

Construct concerte v-drain with a top width of 800mm and bottom width of 100mm including excavation, temporary support of sides, keeping excavations dry, complete (refer to drawing no. ZZZ 824-200)

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NEW BWENGU 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total 100mm Diameter ventilator PVC pipe with bend 1.00 No $ 20.00 $ 20.00 100mm Diameter concrete pipe 0.50 m $ 20.00 $ 10.00

Supply, lay, joint and bed 160mm Diameter uPVC pipe including necessary bends and tees2.10 m $ 6.00 $ 12.60

Paint x 2 layers of bitumen to internal surfaces of separator 259.98 $ 5.00 $ 1,299.90

7 WATER SUPPLYB1-4.9.7.23 page 189 7.1

1 Item $ 6,000.00 $ 6,000.00

B1-4.9.7.23 page 189 7.2

1 Item $ 5,000.00 $ 5,000.00

Hot water dispenser capacity 80L 1 Item

B1-4.9.7.23 page 189 7.3 50mm Diameter PVC pipe 50 m $ 2.00 $ 100.00 B1-4.9.7.23 page 189 7.4 25mm Diameter PVC pipe 40 m $ 0.50 $ 20.00 B1-4.9.7.23 page 189 7.5 15mm Diameter PVC pipe 35 m $ 0.50 $ 17.50

8 ROAD - ACCESS AND INTERNAL 8.1 Access road

B1-4.9.7.14 page 152 Excavation in insitu material 6750 $ 7.00 $ 47,250.00 B1-4.9.7.15 page 156 Sub-Base of G5 material compacted to 98% MOD AASHTO 3375 $ 25.00 $ 84,375.00 B1-4.9.7.15 page 156 Wet-mix road base of G6 material Compacted to 98% MOD AASHTO 3174.30 $ 20.00 $ 63,486.00 B1-4.9.7.15 page 158 40mm Thick wearing course of bitumen macadam grade 60/70 penetration 733.2 $ 19.00 $ 13,930.80

8.2 Internal roadB1-4.9.7.14 page 152 Excavation in insitu material 398.4 $ 7.00 $ 2,788.80 B1-4.9.7.15 page 156 Sub-Base of G5 material compacted to 98% MOD AASHTO 199.2 $ 25.00 $ 4,980.00 B1-4.9.7.15 page 156 Wet-mix road base of G6 material Compacted to 98% MOD AASHTO 174.30 $ 20.00 $ 3,486.00 B1-4.9.7.15 page 158 40mm Thick wearing course of bitumen macadam grade 60/70 penetration 33.2 $ 19.00 $ 630.80

8.32 No $ 1,000.00 $ 2,000.00

B1-4.9.7.15 page 156 8.45 No $ 30.00 $ 150.00

B1-4.9.7.15 page 159 8.5

110 $ 500.00 $ 55,000.00

B1-4.9.7.3 page 139 8.65 No $ 350.00 $ 1,750.00

B02-4.7.9 page 81 8.7 Kerbing including bends and end pieces 699.00 m $ 2.00 $ 1,398.00 B1-4.9.7.10 page 146 8.8

Stop sign 3 Item $ 10.00 $ 30.00 Yield sign 1 Item $ 10.00 $ 10.00 Painting of parking lines 50 m $ 2.00 $ 100.00

9 YARD WORKS9.1

1054 m $ -

B1-4.9.7.17 page 171 9.2

678.00 m 200.00 $ 135,600.00

B1-4.9.7.17 page 171 9.35m Wide motorised electric fence, with a frame height that match the fence. 1 No

500.00 $ 500.00

B1-4.9.7.17 page 171 9.4 1m Wide pedestrian gate with a frame height that matches the fence 1 No 100.00 $ 100.00 B1-4.9.7.14 page 155 9.5 Prepare and comply with an approved weed control and spread over substation

14,784.70 1.00

$ 14,784.70

B1-4.9.7.14 page 156 9.6 14,784.70

15.00 $ 221,770.50

B1-4.9.7.2 page 137 9.7 Construct a fire equipment brickwork kiosk 2.00 Item 1,000.00 $ 2,000.00

B1-3.6.2.13 page 46 9.8 78,389.00 1,000.00 $ 78,389,000.00

Subtotal $ 80,199,658.39

Vat 16%

Final Total $ 80,199,658.39

m2

Supply and install 2000L conservancy tank to Control Building above ground including excavation,backfilling, pipework and fittings to sit on a concrete foundation complete (refer to drawing no. ZZZ 824-208 & ZZZ 824 - 205)

Supply and install 250L conservancy tank under the roof of the Control Building including a motor pump that will be controlled by water level controlled switch in the smaller tank

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m3

m3

m3

m3

m3

m3

m3

Insitu reinforced concrete ramps to be constructed at the end of the internal road to about 6000mm wide

Road crossing over 5m wide road for cable trench.Precast concrete culvet (size 1200 x 900 x 600mm and the internal walls to be 100mm thick)Segmented paving - Supply and lay 80 mm interlocking concrete pavers including 50 mm sand bed (max 30 mm); edge restraint and cutting of units where required: Strength: 25 Mpa m2

Insitu reinforced concrete ramps to be constructed in front of control building doors to be about 1800mm wide

Road markings:

Cattle fence - 4 barbed galvanised wire fence with steel posts spaced at 5m including corner posts and all necessay fixing

The complete, supply and installation of a security fence, including earthing of all metal parts, gates etc. 2m High diamond mesh plastic coated galvanised steel wire and 300mmflat wrap razor wire on the overhang fence and consists of a vertical post with 45 degree inclination at the apex, fence to be fixed on a ring-beam foundation

m2

Supply and application of 10 to 30mm stone, 200mm deep, to one meter beyond fences, including levelling and rolling to compact the stone layer. m2

Landscaping - Planting of medium-high growing plants and grass (Subject to approval of Employer) m2

BUNDA-T 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total 1 P & G's

B1-3.6.2.15 page 49 1.1 Geotechnical report (bore logs, trial pits, sounding logs) and to include:

1 Item 1 $ 1,000.00 $ 1,000.00 ●Description and limits of various soil layers●Sample taken●SPT results●Water levels●Depth of borehole/pit/sounding

B1-3.6.2.14 page 47 1.2 Topographic survey (10 meter grids and 0.5 meter vertical intervals):1 Item 1 $ 200.00 $ 200.00 ●Obtain topographic survey maps

●Ensure position and elevation of all works are correct1.3

1 Item 1 $ 50.00 $ 50.00

1.41

Item1 $ 1,000.00 $ 1,000.00

1.5

1 Item 1 $ 30,000.00 $ 30,000.00

1.6 Temporary latrines and sanitary (allowed 1x for ABB office) 2 month 13 $ 750.00 $ 19,500.00 1.7 Temporary fence around site establishment 1 Item 1 $ 8,000.00 $ 8,000.00

1.10 Temporary gate 2 Item 1 $ 200.00 $ 400.00 1.11 Temporary water connection 1 Item 1 $ 500.00 $ 500.00 1.12 Temporary electricity connection/generator (20kVA) 1 Item 1 $ 500.00 $ 500.00 1.13 Water usage 1 Month 13 $ 500.00 $ 6,500.00 1.14 Electricity/petrol or diesel 1 Month 13 $ 1,000.00 $ 13,000.00 1.15 Tempoary site sign board 1 Item 1 $ 500.00 $ 500.00 1.16 Supervision & Labour 1 Month 13 $ 1,000.00 $ 13,000.00 1.17 Health and Saftey - safety signs and PPE according to ABB specifications 1 Item 1 $ - 1.18 Security guard (allow 1x person for day watch and 1 x person for night watch) 2 Month 13 $ 150.00 $ 3,900.00 1.19 De-establishment of site camp and stores 1 Item 1 $ 1,000.00 $ 1,000.00

B1-4.9.7.13 page 151 2 SITE WORKS - DEMOLISHING2.1 Demolish and remove equipment concrete foundations 40 Item $ 45.00 $ 1,800.00 2.2 Demolish and remove guard house including grubbing up of foundations (size 1.8 x 1.8m wide)

1 Item $ 500.00 $ 500.00

2.31 Item

$ 120.00 $ 120.00 2.4

1 Item $ 120.00 $ 120.00

2.51 Item

$ - 2.6

1 Item $ 250.00 $ 250.00

2.7 Demolish and remove concrete v-drain (900mm wide and 400mm high for a length of 50m)1 Item $ 100.00

$ 100.00 2.8 Take down and store on site - steel structures 40 Item $ 50.00 $ 2,000.00

2.10 Remove yard stone and to be stored for later use on site 2500 $ 0.80 $ 2,000.00 2.11 Re-instate yard stone 2500 $ 1.50 $ 3,750.00

B1-4.9.7.14 page 152 SITE WORKS - PLATFORM2.12

2,490.00 $ 0.80 $ 1,992.00

B1-4.9.7.14 page 153 2.13 Rate for overhaul per m3 of spoil for a distance greater than 10km - rate per km 1.00 Km $ 20.00 $ 20.00 2.14 Bulk excavations (cut) in insitu material 200.00 $ 7.00 2.15 Extra over bulk excavations in clay and black cotton 20.00 $ 7.00 $ 140.00 2.16 Extra bulk excavations in intermediate material 20.00 $ 8.00 $ 160.00 2.17 Extra over bulk excavations in hard rock 10.00 $ 20.00 $ 200.00

Level and compact final cut layer to 95% Mod AASHTO 2,490.00 2.18

200.00 $ 7.00 $ 1,400.00

2.19 300.00 $ 20.00 $ 6,000.00

B1-4.9.7.14 page 155 2.20 780.00

$ 7.00 $ 5,460.00

B02-4.6.7 page 77 3Analyzing the ingredients of the water used for performance of the work 1 Test $ 200.00 $ 200.00 Gravity of soil 3 Test $ 200.00 $ 600.00 Bearing capacity of soil for static load 1 Test $ 200.00 $ 200.00 Brain size analysis of soils, if "Replacement of Material" is required 3 Test $ 200.00 $ 600.00

3 Test $ 200.00 $ 600.00

Cement 2 Test $ 100.00 $ 200.00 Aggregate 2 Test $ 100.00 $ 200.00 Sand 2 Test $ 100.00 $ 200.00 Fillers 2 Test $ 100.00 $ 200.00 Concrete cubes 3 Test $ 200.00 $ 600.00

3.1 Keeping all foundations free of water 1 Item $ 100.00 $ 100.00 3.2 Risk of collapse to sides of all excavations 1 Item $ 100.00 $ 100.00

3.3 132 kV GantryB1-4.9.7.14 page152 Excavation in insitu material 10.75 5 $ 7.00 $ 376.32 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.51 5 $ 190.00 $ - B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 5.04 5 $ 30.00 $ 756.00 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 3.84 5 $ 25.00 $ 480.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 4.84 5 $ 265.00 $ 6,407.70 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 5.60 m 5 $ 4.00 $ 112.00 B1-4.9.7.17 page 169 Wood float top of concrete foundation 1.96 5 $ 5.00 $ 49.00 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 5.80 5 $ 7.00 $ 202.86 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 4.96 5 $ 7.00 $ 173.46 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 267.00 kg 5 $ 3.00 $ 4,005.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 5 $ 5.50 $ 27.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.10 5 $ 7.00 $ 3.43 B1-4.2.1 page 66 Greasing of HD Bolts (M36 X 8) 8 No 5 $ 5.00 $ 200.00

●Actual ground level

Costs for obligations, equipment or labour, although not specified, is required to complete the Contract in terms of the specification and Statutory Requirements

Establishment of site camp and stores including site clearance for civil contractors own requirements

Allow 1 x office and 1 x boardroom for ABB (containers to include 2 x aircondtioners, 2x standard tables,12 x chairs,1 x mini fridge, 2x cupboard with shelves and electrical plugs and lights)

Demolish and remove existing control building including grubbing up of foundations (size 11m x 7m wide)

Demolish and remove existing house including grubbing up of foundations (size 9.6m x 6.8m wide)

Demolish and remove existing house including grubbing up of foundations (size 18m x 16.5m wide)

Demolish and remove boundary brick wall including grudding up of concrete foundations (4.6m high x 200m length)

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Remove all bushes, shrubs and trees and strip 300mm of topsoil to be stockpiled on site for later use. All material not used will be dumped at a site located by the employer within 10km from site m2

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m3

m3

m2

Backfill (fill) with insitu material and compact the ground surface in depths of 300mm compacting to 95% Mod AASHTO density m3

Backfill with imported G6 material and compact the ground surface in depths of 300mm compacting to 95% Mod AASHTO density m3

Backfill with imported G5 material and compact the ground surface in depths of 300mm compacting to 95% Mod AASHTO density

m3

TESTS (shall be performed for each 500m3 of fill)

Density of soil in place of sandcone method for each second layer of "Backfilling and/or replacement of material and/or roadwork"

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BUNDA-T 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total

3.4 132 kV IsolatorB1-4.9.7.14 page152 Excavation in insitu material 2.21 24 $ 7.00 $ 371.28 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.13 24 $ 190.00 $ 592.80 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 3.36 24 $ 30.00 $ 2,419.20 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 2.16 24 $ 25.00 $ 1,296.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 1.28 24 $ 265.00 $ 8,166.24 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 4.80 m 24 $ 4.00 $ 460.80 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.72 24 $ 5.00 $ 86.40 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.94 24 $ 7.00 $ 157.92 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.27 24 $ 7.00 $ 213.36 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 79.00 kg 24 $ 3.00 $ 5,688.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 24 $ 5.50 $ 132.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.04 24 $ 7.00 $ 6.05 B1-4.2.1 page 66 Greasing of HD Bolts (M24X 8) 8 No 24 $ 5.00 $ 960.00

3.5 132 kV Circuit BreakerB1-4.9.7.14 page152 Excavation in insitu material 3.62 3 $ 7.00 $ 75.95 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.21 3 $ 190.00 $ 121.27 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 4.20 3 $ 30.00 $ 378.00 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 2.91 3 $ 25.00 $ 218.25 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 2.06 3 $ 265.00 $ 1,640.88 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 6.00 m 3 $ 4.00 $ 72.00 B1-4.9.7.17 page 169 Wood float top of concrete foundation 1.13 3 $ 5.00 $ 16.88 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 1.85 3 $ 7.00 $ 38.77 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.77 3 $ 7.00 $ 37.18 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 207.00 kg 3 $ 3.00 $ 1,863.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1.00 No 3 $ 5.50 $ 16.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.06 3 $ 7.00 $ 1.18 B1-4.2.1 page 66 Greasing of HD Bolts (M24 X 8) 8 No 3 $ 5.00 $ 120.00

3.6 132 kV Current TransformerB1-4.9.7.14 page152 Excavation in insitu material 1.03 12 $ 7.00 $ 86.39 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.06 12 $ 190.00 $ 137.94 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 12 $ 30.00 $ 705.60 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.32 12 $ 25.00 $ 396.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.71 12 $ 265.00 $ 2,245.08 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 12 $ 4.00 $ 134.40 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 12 $ 5.00 $ 29.40 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.36 12 $ 7.00 $ 30.24 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.67 12 $ 7.00 $ 56.15 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 47.00 kg 12 $ 3.00 $ 1,692.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 12 $ 5.50 $ 66.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 12 $ 7.00 $ 2.06 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4 No 12 $ 5.00 $ 240.00

3.7 132 kV Voltage TransformerB1-4.9.7.14 page152 Excavation in insitu material 1.03 9 $ 7.00 $ 64.80 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.06 9 $ 190.00 $ 103.46 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 9 $ 30.00 $ 529.20 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.32 9 $ 25.00 $ 297.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.71 9 $ 265.00 $ 1,683.81 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 9 $ 4.00 $ 100.80 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 9 $ 5.00 $ 22.05 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.36 9 $ 7.00 $ 22.68 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.67 9 $ 7.00 $ 42.12 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 47.00 kg 9 $ 3.00 $ 1,269.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 9 $ 5.50 $ 49.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 9 $ 7.00 $ 1.54 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4 No 9 $ 5.00 $ 180.00

3.8 132 kV High Post InsulatorB1-4.9.7.14 page152 Excavation in insitu material 3.83 8 $ 7.00 $ 214.68 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 4.10 8 $ 190.00 $ 6,232.00 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 3.92 8 $ 30.00 $ 940.80 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 3.12 8 $ 25.00 $ 624.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 2.04 8 $ 265.00 $ 4,322.68 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 5.60 m 8 $ 4.00 $ 179.20 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.98 8 $ 5.00 $ 39.20 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 2.24 8 $ 7.00 $ 125.19 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.60 8 $ 7.00 $ 89.49 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 128 kg 8 $ 3.00 $ 3,072.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 8 $ 5.50 $ 44.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.05 8 $ 7.00 $ 2.74 B1-4.2.1 page 66 Greasing of HD Bolts (M24 X 8) 8 No 8 $ 5.00 $ 320.00

3.9 132 kV Low Post InsulatorB1-4.9.7.14 page152 Excavation in insitu material 1.03 10 $ 7.00 $ 72.00 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.06 10 $ 190.00 $ 114.95 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 10 $ 30.00 $ 588.00 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.32 10 $ 25.00 $ 330.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.71 10 $ 265.00 $ 1,870.90 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 10 $ 4.00 $ 112.00 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 10 $ 5.00 $ 24.50 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.36 10 $ 7.00 $ 25.20 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.67 10 $ 7.00 $ 46.80 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 47.00 kg 10 $ 3.00 $ 1,410.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 10 $ 5.50 $ 55.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 10 $ 7.00 $ 1.71 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4 No 10 $ 5.00 $ 200.00

3.10 132 kV Surge ArrestorB1-4.9.7.14 page152 Excavation in insitu material 1.03 6 $ 7.00 $ 43.20 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.06 6 $ 190.00 $ 68.97 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 6 $ 30.00 $ 352.80 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.32 6 $ 25.00 $ 198.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.71 6 $ 265.00 $ 1,122.54 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 6 $ 4.00 $ 67.20 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 6 $ 5.00 $ 14.70 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.36 6 $ 7.00 $ 15.12 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.67 6 $ 7.00 $ 28.08 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 47.00 kg 6 $ 3.00 $ 846.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 6 $ 5.50 $ 33.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 6 $ 7.00 $ 1.03 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4 No 6 $ 5.00 $ 120.00

3.12 66 kV GantryB1-4.9.7.14 page152 Excavation in insitu material 8.83 5 $ 7.00 $ 309.07 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.42 5 $ 190.00 $ 399.48

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BUNDA-T 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 5.04 5 $ 30.00 $ 756.00 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 3.48 5 $ 25.00 $ 435.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 4.29 5 $ 265.00 $ 5,680.28 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 5.60 m 5 $ 4.00 $ 112.00 B1-4.9.7.17 page 169 Wood float top of concrete foundation 1.96 5 $ 5.00 $ 49.00 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 4.52 5 $ 7.00 $ 158.22 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 4.31 5 $ 7.00 $ 150.85 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 233.00 kg 5 $ 3.00 $ 3,495.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 5 $ 5.50 $ 27.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.10 5 $ 7.00 $ 3.43 B1-4.2.1 page 66 Greasing of HD Bolts (M36 X 8) 8 No 5 $ 5.00 $ 200.00

3.13 66 kV IsolatorB1-4.9.7.14 page152 Excavation in insitu material 6.50 12 $ 7.00 $ 545.78 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.38 12 $ 190.00 $ 871.42 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 10.08 12 $ 30.00 $ 3,628.80 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 3.44 12 $ 25.00 $ 1,033.20 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 3.81 12 $ 265.00 $ 12,100.54 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 14.4 m 12 $ 4.00 $ 691.20 B1-4.9.7.17 page 169 Wood float top of concrete foundation 2.16 12 $ 5.00 $ 129.60 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 2.74 12 $ 7.00 $ 229.94 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 3.76 12 $ 7.00 $ 315.84 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 210 kg 12 $ 3.00 $ 7,560.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 12 $ 5.50 $ 66.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.11 12 $ 7.00 $ 9.07 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 24 No 12 $ 5.00 $ 1,440.00

3.14 66 kV Circuit BreakerB1-4.9.7.14 page152 Excavation in insitu material 2.43 6 $ 7.00 $ 102.10 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.14 6 $ 190.00 $ 163.02 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 3.92 6 $ 30.00 $ 705.60 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 3.78 6 $ 25.00 $ 567.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 1.54 6 $ 265.00 $ 2,454.96 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 5.60 m 6 $ 4.00 $ 134.40 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.98 6 $ 5.00 $ 29.40 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.74 6 $ 7.00 $ 31.25 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.69 6 $ 7.00 $ 70.85 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 86.00 kg 6 $ 3.00 $ 1,548.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 6 $ 5.50 $ 33.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.05 6 $ 7.00 $ 2.06 B1-4.2.1 page 66 Greasing of HD Bolts (M24 X 8) 8 No 6 $ 5.00 $ 240.00

3.15 66 kV Current TransformerB1-4.9.7.14 page152 Excavation in insitu material 1.67 18 $ 7.00 $ 209.92 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.10 18 $ 190.00 $ 335.16 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 18 $ 30.00 $ 1,058.40 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.68 18 $ 25.00 $ 756.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.93 18 $ 265.00 $ 4,440.87 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 18 $ 4.00 $ 201.60 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 18 $ 5.00 $ 44.10 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.64 18 $ 7.00 $ 80.26 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.03 18 $ 7.00 $ 129.65 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 58.00 kg 18 $ 3.00 $ 3,132.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 18 $ 5.50 $ 99.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 18 $ 7.00 $ 3.09 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4 No 18 $ 5.00 $ 360.00

3.16 66 kV Voltage TransformerB1-4.9.7.14 page152 Excavation in insitu material 1.67 15 $ 7.00 $ 174.93 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.10 15 $ 190.00 $ 279.30 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 15 $ 30.00 $ 882.00 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.68 15 $ 25.00 $ 630.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.93 15 $ 265.00 $ 3,700.72 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 15 $ 4.00 $ 168.00 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 15 $ 5.00 $ 36.75 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.64 15 $ 7.00 $ 66.88 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.03 15 $ 7.00 $ 108.04 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 58.00 kg 15 $ 3.00 $ 2,610.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 15 $ 5.50 $ 82.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 15 $ 7.00 $ 2.57 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4 No 15 $ 5.00 $ 300.00

3.17 66 kV Surge ArrestorB1-4.9.7.14 page152 Excavation in insitu material 1.67 15 $ 7.00 $ 174.93 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.10 15 $ 190.00 $ 279.30 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 1.96 15 $ 30.00 $ 882.00 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 1.68 15 $ 25.00 $ 630.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.93 15 $ 265.00 $ 3,700.72 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 2.80 m 15 $ 4.00 $ 168.00 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.49 15 $ 5.00 $ 36.75 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.64 15 $ 7.00 $ 66.88 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 1.03 15 $ 7.00 $ 108.04 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 58.00 kg 15 $ 3.00 $ 2,610.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 15 $ 5.50 $ 82.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.02 15 $ 7.00 $ 2.57 B1-4.2.1 page 66 Greasing of HD Bolts (M20 X 4) 4 No 15 $ 5.00 $ 300.00

3.18 66 kV High Post InsulatorB1-4.9.7.14 page152 Excavation in insitu material 4.28 7 $ 7.00 $ 209.92 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.25 7 $ 190.00 $ 335.16 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 3.92 7 $ 30.00 $ 823.20 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 3.00 7 $ 25.00 $ 525.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 2.20 7 $ 265.00 $ 4,077.29 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 5.60 m 7 $ 4.00 $ 156.80 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.98 7 $ 5.00 $ 34.30 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 2.03 7 $ 7.00 $ 99.47 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 2.25 7 $ 7.00 $ 110.45 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 136.00 kg 7 $ 3.00 $ 2,856.00 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 2 No 7 $ 5.50 $ 77.00 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.05 7 $ 7.00 $ 2.40 B1-4.2.1 page 66 Greasing of HD Bolts (M24 X 8) 8 No 7 $ 5.00 $ 280.00

AuxillaryB1-4.9.7.14 page152 Excavation in insitu material 0.49 1 $ 7.00 $ 3.43 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.10 1 $ 190.00 $ 18.62 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 2.24 1 $ 30.00 $ 67.20 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 0 1 $ 25.00 $ - B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.78 1 $ 265.00 $ 207.76 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 5.6 m 1 $ 4.00 $ 22.40

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BUNDA-T 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total B1-4.9.7.17 page 169 Wood float top of concrete foundation 1.96 1 $ 5.00 $ 9.80 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.00 1 $ 7.00 $ - B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.49 1 $ 7.00 $ 3.43 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 3.92 1 $ 3.00 $ 11.76 B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 1 No 1 $ 5.50 $ 5.50 B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.10 1 $ 7.00 $ 0.69 B1-4.2.1 page 66 Greasing of HD Bolts 4 No 1 $ 5.00 $ 20.00

3.20 Yard Marshalling KioskB1-4.9.7.14 page152 Excavation in insitu material 0.13 9 $ 7.00 $ 7.94 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.03 9 $ 190.00 $ 53.87 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 0.96 9 $ 30.00 $ 259.20 B1-4.9.7.17 page 170 Rough formwork (to be steel or sound timber) 0 9 $ 25.00 $ - B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 0.19 9 $ 265.00 $ 450.77 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of column stub 3.20 m 9 $ 4.00 $ 115.20 B1-4.9.7.17 page 169 Wood float top of concrete foundation 0.63 9 $ 5.00 $ 28.35 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.00 9 $ 7.00 $ - B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 0.13 9 $ 7.00 $ 8.19 B1-4.9.7.19 page 179 Reinforcing - Supply & Fix only 0 kg 9 $ 3.00 $ - B1-4.9.7.19 page 179 HD Bolts - Template and installation (ABB to supply bolts) 0 No 9 $ 5.50 $ - B1-4.9.7.20 page 180 Grout - 35mPa to top of stub 0.03 9 $ 7.00 $ 1.98 B1-4.2.1 page 66 Greasing of HD Bolts 0 No 9 $ 5.00 $ -

3.21 Transformer Plinth (1)B1-4.9.7.14 page152 Excavations in insitu material:

Strip excavations 6.01 $ 7.00 $ 42.07 Sump excavations 0.58 $ 7.00 $ 4.03 Plinth 2.94 $ 7.00 $ 20.58 Surface bed 4.39 $ 7.00 $ 30.76

B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 1.69 $ 7.00 $ 11.83 Stock pile insitu surplus material (for carting away) 12.23 $ 7.00 $ 85.61

B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick):Strip Footing concrete 0.55 $ 190.00 $ 103.80 Sump Concrete 0.03 $ 190.00 $ 6.08 Plinth 0.42 $ 190.00 $ 79.80 Surface bed 1.10 $ 190.00 $ 208.72

B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone:Strip Footing concrete 2.19 $ 260.00 $ 568.15 Sump Concrete 0.37 $ 260.00 $ 95.94 Plinth 5.04 $ 260.00 $ 1,310.40 Surface bed 2.20 $ 260.00 $ 571.22

B1-4.9.7.17 page 170 Formwork:Smooth Formwork:Sump walls 1.82 $ 2.00 $ 3.64 Plinth 7.08 $ 2.00 $ 14.16 Rough Formwork:Strip footing 9.71 $ 20.00 $ 194.24

B1-4.9.7.17page 170 25 x 25mm Chamfer to sides of plinth 11.80 m $ 20.00 $ 236.00 B1-4.9.7.17page 169 Concrete finish wood float:

Surface bed 21.97 $ 8.00 $ 175.76 Plinth 8.40 $ 8.00 $ 67.20

B1-4.9.7.19 page 179 Reinforcing (MESH ref 617):Surface bed 21.97 $ 8.00 $ 175.76 Plinth 16.8 $ 8.00 $ 134.40 Sundries:

21.97 $ 40.00 $ 878.80 75 to 100mm Diameter gravel to fill oil drain 2.20 $ 19.00 $ 41.74

B1-4.9.7.22 page 181 Brickwork (including stairs) 160.86 $ 1.00 $ 160.86 B1-4.9.7.22 page 184 Brickforce 120mm wide (every second layer) 68.94 $ 1.00 $ 68.94 B1-4.9.7.17 page 165 Construction/expansion joints between concrete and brick 22.18 m $ 100.00 $ 2,218.00

50 x 3 flat copper bend to suit connection on transformer points 6 m 150 $ 900.00 Benching the inside of the sump with 20mm benching render 1 Item 500 $ 500.00 Paint x 2 layers of bitumen to surface 30.37 10 $ 303.69

3.22 Transformer Plinth (2)B1-4.9.7.14 page 152 Excavations in insitu material:

Strip excavations 8.32 $ 7.00 $ 58.21 Sump excavations 0.58 $ 7.00 $ 4.03 Plinth 7.35 $ 7.00 $ 51.45 Surface bed 9.07 $ 7.00 $ 63.50

B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 4.54 $ 7.00 $ 31.75 Stock pile insitu surplus material (for carting away) 20.78 $ 7.00 $ 145.45

B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick):Strip Footing concrete 0.76 $ 190.00 $ 143.64 Sump Concrete 0.03 $ 190.00 $ 6.08 Plinth 1.05 $ 190.00 $ 199.50 Surface bed 2.27 $ 190.00 $ 430.92

B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone:Strip Footing concrete 3.02 $ 260.00 $ 786.24 Sump Concrete 0.33 $ 260.00 $ 85.02 Plinth 12.60 $ 260.00 $ 3,276.00 Surface bed 4.54 $ 260.00 $ 1,179.36 Part of the road 4.41 $ 260.00 $ 1,146.60

B1-4.9.7.17 page 170 Formwork:Smooth Formwork:Sump walls 2.24 $ 20.00 $ 44.80 Plinth 11.40 $ 20.00 $ 228.00 Rough Formwork:Strip footing 13.46 $ 20.00 $ 269.28

B1-4.9.7.17 page 170 25 x 25mm Chamfer to sides of plinth 19 m $ 20.00 $ 380.00 B1-4.9.7.17 page 170 Concrete finish woodfloat:

Surface bed 45.36 $ 8.00 $ 362.88 Plinth 21 $ 8.00 $ 168.00

B1-4.9.7.19 page 179 Reinforcing (MESH ref 617):Surface bed 45.36 $ 8.00 $ 362.88 Plinth 42 $ 8.00 $ 336.00 Sundries:

45.36 $ 40.00 $ 1,814.40

75 to 100mm Diameter gravel to fill oil drain 4.54 $ 19.00 $ 86.18 B1-4.9.7.22 page 181 Brickwork (including stairs) 31.28 $ 1.00 $ 31.28 B1-4.9.7.22 page 184 Brickforce 120mm wide (every second layer) 125.12 $ 1.00 $ 125.12 B1-4.9.7.17 page 165 Construction/expansion joints between concrete and brick 2.22 $ 100.00 $ 222.00

50 x 3 flat copper bend to suit connection on transformer points 8.00 m $ 150.00 $ 1,200.00 One set of rails on tranformer plinth 20.10 m $ 150.00 $ 3,015.00 Benching the inside of the sump with 20mm benching render 1 Item $ 500.00 $ 500.00

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Sump frame - 30 x 30 x 5Lg cast in and galvanised. 25 x 5mm flat x 100Lg fishtail lugs weld to angle (5mm fillet) at 500mm c/c. To fit in the open grid which is 1600mm wide with 30 x

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Sump frame - 30 x 30 x 5Lg cast in and galvanised. 25 x 5mm flat x 100Lg fishtail lugs weld to angle (5mm fillet) at 500mm c/c. To fit in the open grid which is 1600mm wide with 30 x 4.5mm bearer bars, and 40 x 40mm openings (fully banded) m2

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BUNDA-T 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total Paint x 2 layers of bitumen to surface 50 $ 10.00 $ 500.00

3.23 Fire WallB1-4.9.7.14 page152 Excavation in insitu material 17.11 2 $ 7.00 $ 239.50 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 0.63 2 $ 190.00 $ 240.77 B1-4.9.7.17 page 163 Foundation wall (35MPa concrete) 4.37 2 $ 265.00 $ 2,318.01 B1-4.9.7.17 page 170 Rough formwork 26.66 2 $ 30.00 $ 1,599.84 B1-4.9.7.17 page 163 Concrete foundation slab - 35mPa, 19mm Stone 3.80 2 $ 265.00 $ 2,014.85 B1-4.9.7.17 page 163 Cavity concrete wall (35MPa) 11.56 2 $ 265.00 $ 6,128.50 B1-4.9.7.22 page 181 110mm brickwall 114.00 2 $ 10.00 $ 2,280.00 B1-4.9.7.17 page 170 Wood float top of concrete foundation 4.33 2 $ 5.00 $ 43.29

Precast concrete copings 9.94 m 2 $ 10.00 $ 198.80 B1-4.9.7.14 page 154 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 8.30 2 $ 10.00 $ 165.97 B1-4.9.7.14 page 153 Stock pile insitu surplus material (for carting away) 8.81 2 $ 6.00 $ 105.71 B1-4.9.7.19 page 179 Reinforcing - mesh 12.67 2 $ 9.00 $ 228.10 B1-4.9.7.20 page 180 Grout - 25mPa to top of stub 0.50 2 $ 190.00 $ 188.86

B1-4.9.7.3 page 138 3.24 Control BuildingExcavations in insitu material:

Strip foundation 56.35 $ 6.00 $ 338.08 B1-4.9.7.14 page 155 Prepare and spary with an approved anti-termite control under building 337.53 $ 1.10 $ 371.28

Stock pile insitu surplus material (for carting away) 56.35 $ 6.00 $ 338.08 B1-4.9.7.17 page 170 Formwork:

Rough formwork (to be steel or sound timber) to sides of foundations 148.62 $ 25.00 $ 3,715.50

Smooth formwork (to be steel or sound timber) to sides of beams 74.31 $ 33.00 $ 2,452.23

Smooth formwork (to be steel or sound timber) to sides of columns 102 $ 33.00 $ 3,366.00 B1-4.9.7.17 page 163 Concrete:

Blinding - 20mPa (50mm thick) 3.98 $ 250.00 $ 996.10 Reinforced concrete - 35mPa, 19mm Stone to surface bed 67.51 $ 300.00 $ 20,251.84 Reinforced concrete - 35mPa, 19mm Stone to foundations 31.88 $ 300.00 $ 9,562.56 Reinforced concrete - 35mPa, 19mm Stone to columns 7.65 $ 300.00 $ 2,295.00 Reinforced concrete - 35mPa, 19mm Stone to beams 10.25 $ 300.00 $ 3,073.68 Prestressed fabricated concrete lintels: In lengths not exceeding 3m 46.72 m $ 15.00 $ 700.80

B1-4.9.7.19 page 179 Reinforcing:Reinforcing mesh ref. 395 337.53 $ 9.00 $ 3,037.78 Reinforcing - Supply & Fix only 1870 kg $ 2.50 $ 4,675.00

B1-4.9.7.22 page 181256.52 $ 35.00 $ 8,978.16

B1-4.9.7.22 page 181 200mm Thick blockwork 114.97 $ 21.00 B1-4.9.7.22 page 184 Brickforce 120mm wide (every second layer) 459.88 $ 3.00 $ 1,379.64 B1-4.9.7.22 page 183 DPC (Damp proof course) 15.63 $ 1.00 $ 15.63 B1-4.9.7.22 page 183 DPM (Damp proof membrame) 337.53 $ 1.20 $ 405.04 B1-4.9.7.17 page 170 Wood float top of concrete 337.53 $ 5.00 $ 1,687.65

Floor Finishes:B1-4.9.7.21 page 180

26.48 $ 10.00 $ 264.80

B1-4.9.7.21 page 180Glazed non-slip fully vitrified ceramic tiles - rest room, toilets, kitchen, messroom 37.16 $ 40.00 $ 1,486.27

B1-4.9.7.21 page 180 Heavy duty PVC sheeting - offices 16.64 $ 20.00 $ 332.88 B1-4.9.7.21 page 180 23.28 $ 50.00 $ 1,163.97 B1-4.9.7.21 page 180 Acid resistant ceramic tiles - battery rooms 24.82 $ 100.00 $ 2,481.53 B1-4.9.7.21 page 180

Heavy duty PVC sheeting on false floor - control room, relay rooms, electrical equipment 137.46 $ 40.00 $ 5,498.41

B1-4.9.7.21 page 180 Carborundum - A/C plant rooms 15.00 $ 40.00 $ 600.00 B1-4.9.7.21 page 180 Heavy duty PVC / rubber backed tiles - instrument/electrical workrooms 15.00 $ 10.00 $ 150.00 B1-4.9.7.21 page 180 Carborundum and non-slip 3 mm self leveling epoxy screed - basements 15.00 $ 60.00 $ 900.00 B1-4.9.7.21 page 180

36.11 $ 100.00 $ 3,611.36

B1-4.9.7.21 page 180 Dust-proof hard-wearing epoxy coating - transformer pits 80.40 $ 40.00 $ 3,216.13 B1-4.9.7.18 page 178 6mm Thick checkered plate over internal trench complete 30.4 $ 30.00 $ 912.00

600 x 500mm deep internal concrete trench. Trench walls and bottom to be 100mm thick 38 m $ -

Supply, lay, joint and bed 160mm Diameter PVC pipe 10 m $ 6.00 $ 60.00 B1-4.9.7.3 page 138 Skirtings:

Heavy duty PVC sheet - to painted walls 122.18 m $ 40.00 $ 4,887.20 B1-4.9.7.21 page 180 Internal Wall Finishes:

Plaster to brickwork and concrete 638.4 $ 10.00 $ 6,384.00

Fair face blockwork,cement wash, paint - storage and workshop 100.05 $ 5.00 $ 500.25

Glazed ceramic tiles 2.3m high, plaster and paint - kitchen, messroom 104.78 $ 60.00 $ 6,286.80

Acid/lye resistant tiles 1.2m high - battery room 23.28 $ 100.00 $ 2,328.00 Paint brickwork and concrete (weatherproof) 523.75 $ 4.00 $ 2,095.00

B1-4.9.7.21 page 180 External Wall Finish:Paint on plaster (weatherproof) 231.37 $ 7.00 $ 1,619.59

B1-4.9.7.23 page 188 Aluminium Frames:Windows: $ - Type W1: 2700 x 1090mm Frame including 4mm double glaze complete 8 No $ 890.00 $ 7,120.00 Type W2: 900 x 900mm Frame including 4mm double glaze complete 5 No $ 265.00 $ 1,325.00 Doors: $ -

Single $ -

2 No $ 100.00 $ 200.00

Double

2 No $ 150.00

4 No $ 150.00

Steel:

Doors: $ - Single

6 No $ 100.00 Double $ - Type D2: 1750 x 2500mm Frame and steel door including all ironmongery complete (internal) 3 No $ 150.00

4.9.7.3 page 139 Furniture:Desks (size 1500 x 700mm with drawers) 2 No $ 480.00 $ 960.00 Tables (size 2000 x 1000mm) 2 No $ 480.00 $ 960.00 Swivel chairs 4 No $ 265.00 $ 1,060.00 Visitors' chairs (to be plastic) 2 No $ 550.00 $ 1,100.00 Cupboards (two door cupboard with dividing shelves ) 2 No $ 1,700.00 $ 3,400.00 Airconditioner central unit in control building 1 Item $ 15.00 $ 15.00 Allow one double door cupboard with shelves underneath sink for kitchen 8 No $ 612.00 $ 4,896.00

B1-4.9.7.23page 191 Two plate electric cooker 1 Item $ 130.00 $ 130.00 B1-4.9.7.23page 188 Roof:

427.82 $ 20.00 $ 8,556.46

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Cavity wall - inner skin to be hollow blockwork with insulation and outer skin to be clay brickwork m2

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Epoxy screed (trowel applied minimum 5 mm thick) and epoxy seal coat - switchgear and battery charger rooms m2

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9 mm Non-slip fully vitrified ceramic tiles (floor tiles with epoxy grout) - corridors, stairs, landings

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3 mm Self leveling epoxy screed with non-slip granule finish - stores workshop, mechanical work room and store room m2

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Type D3: 885 x 2500mm Frame and steel doors door including all stainless steel ironmongery complete (external)

Type D1: 1750 x 2500mm Frame and steel door including all stainless steel ironmongery complete (external)Type D2: 1750 x 2500mm Frame and steel door including all stainless steel ironmongery complete (external)

Type D4: 885 x 2100mm Frame and timber doors door including all ironmongery complete (internal)

Corrugated approved roof sheeting - 0.6mm gauge to be fitted inculding all necessary fittings complete

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Reference No. Description Quantity Unit Number Rate Total

9 No $ 288.00 $ 2,592.00

225 x 15mm ABS cement barge board 29.31 m $ - B1-3.6.2.12 page 46 58.36 m $ 100.00 $ 5,836.00 B1-3.6.2.12 page 46 Pre-painted aluminium 100 x100mm down pipes, including holderbats, brackets etc 16 m $ 100.00 $ 1,600.00

Ceiling:

282.00 $ 15.00 $ 4,229.94

B1-4.9.4.1 page 131 Supply and install approved roof insulation 282.00 $ 20.00 $ 5,640.00 B1-4.9.7.4 page 139 External steel ladder with safety cage to access roof 1.00 Item $ 120.00 $ 120.00 B1-9.7.10 page145 Plumbing:

WC with all necessary connections, fittings and piping complete and toilet paper holder 2 No $ 190.00 $ 380.00

Urinal with all necessary connections, fittings and piping complete 1 No $ 145.00 $ 145.00 2 No $ 100.00 $ 200.00

Sink with all necessary connections, fittings, gulley and piping complete 1 No $ 120.00 $ 120.00 Shower with all necessary connections, fittings and piping complete 2 No $ 50.00 $ 100.00

B1-4.9.7.2 page 137 Extras $ - 8 No $ 260.00 $ 2,080.00

Supply and install fire alarm 2 No $ 650.00 $ 1,300.00

B1-4.9.7.4 page 139 3.25 Guard HouseExcavations in insitu material:

Strip foundation 4.51 $ 6.00 $ 27.04 B1-4.9.7.14 page 155 Prepare and spary with an approved anti-termite control under building 28.03 $ 1.10 $ 30.83

Stock pile insitu surplus material (for carting away) 4.51 $ 6.00 $ 27.04 B1-4.9.7.17 page 170 Formwork:

Rough formwork (to be steel or sound timber) to sides of foundations 15.02 $ 25.00 $ 375.56

Smooth formwork (to be steel or sound timber) to sides of beams 11.75 $ 33.00 $ 387.64

Smooth of sides of columns (to be steel or sound timber) 10.00 $ 33.00 $ 330.00 B1-4.9.7.17 page 163 Concrete:

Blinding - 20mPa (50mm thick) 1.40 $ 250.00 $ 350.33 Reinforced concrete - 35mPa, 19mm Stone to foundations 4.51 $ 300.00 $ 1,352.02 Reinforced concrete - 35mPa, 19mm Stone to surface bed 5.61 $ 300.00 $ 1,681.59 Reinforced concrete - 35mPa, 19mm Stone to columns 0.6 $ 300.00 $ 180.00 Reinforced concrete - 35mPa, 19mm Stone to beams 1.13 $ 300.00 $ 338.00 Prestressed fabricated concrete lintels:

In lengths not exceeding 3m 10.26 m $ 15.00 $ 153.90 B1-4.9.7.19 page 179 Reinforcing:

Reinforcing mesh ref. 395 28.03 $ 9.00 $ 252.24 Reinforcing - Supply & Fix only 270 kg $ 2.50 $ 675.00

Welded roof trusses of 30 degrees angle rafters, tie beams, rails, struts, braces, cleats, purlins, etc and flat bearer, gusset and connection plates, bolted to steel with an overall lenghth of 12.69m and height of 3.66m (There are 9 trusses)

Pre-painted aluminium 150 x 150mm box gutters including necessary collared and sealed expansion joints

Suspended ceiling champered and grooved acoustic panels on concealed suspension grid including hangers etc

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Basin with all necessary connections, fittings and piping complete with soap dispenser and mirror

Supply and install fire 9kg CO2 extinguisher with sign

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BUNDA-T 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total B1-4.9.7.22 page 181

51.44 $ 35.00 $ 1,800.55

B1-4.9.7.22 page 181 200mm thick block work 13.19 $ 21.00 $ 276.95 B1-4.9.7.22 page 184 Brickforce 120mm wide (every second layer) 329 m $ 3.00 $ 987.00 B1-4.9.7.22 page 183 DPC (Damp proof course) 3.76 $ 1.00 $ 3.76 B1-4.9.7.22 page 183 DPM (Damp proof membrame) 28.03 $ 1.20 $ 33.63 B1-4.9.7.17 page 170 Wood float top of concrete 28.03 $ 5.00 $ 140.13

Floor Finishes:B1-4.9.7.21 page 180 Glazed non-slip fully vitrified ceramic tiles - bedroom, toilets, checking room 18 $ 40.00 $ 730.90 B1-4.9.7.3 page 138 Skirtings:

Heavy duty PVC sheet - to painted walls 18.15 m $ 40.00 $ 726.00 B1-4.9.7.21 page 180 Internal Wall Finishes:

Plaster to brickwork and concrete 70.71 $ 10.00 $ 707.06 Paint on plaster (weatherproof) 57.80 $ 10.00 $ 578.03

Glazed ceramic tiles 2.3m high, plaster and paint - kitchen, messroom 12.90 $ 40.00 $ 516.12 B1-4.9.7.21 page 180 External Wall Finish:

Paint on plaster (weatherproof) 46.21 $ 5.00 $ 231.06 B1-4.9.7.23 page 188 Aluminium Frames:

Windows:

Type W1: 1860 x 1090mm Frame including 4mm double glaze complete 2 No $ 560.00 $ 1,120.00 Type W2: 900 x 900mm including Frame 4mm double glaze complete 1 No $ 265.00 $ 265.00 Doors:Single

2 No $ 100.00 $ 200.00 B1-4.9.7.3 page 138 Steel Frames:

Doors:SingleType D3: 885 x 2100mm Frame and timber door including all ironmongery complete (internal) 2 No $ 100.00 $ 200.00

B1-4.9.7.23 page 188 Roof:40.01 $ 20.00 $ 800.28

3 No $ 288.00 $ 864.00

B1-3.6.2.12 page 4611.40 m $ 10.00 $ 114.00

B1-3.6.2.12 page 46 Pre-painted aluminium 100 x100mm down pipes, including holderbats, brackets etc 16 m $ 10.00 $ 160.00 225 x 15mm ABS cement barge board 14 m $ - Ceiling:

20.21 $ 15.00 $ 303.08

B1-4.9.4.1 page 131 Supply and install approved roof insulation 20.21 $ 20.00 $ 404.20

Supply and install 12 000 BTU airconditioner 1.00 Item $ 450.00 $ 450.00 B1-9.7.10 page 145 Plumbing: $ -

WC with all necessary connections, fittings and piping complete and toilet paper holder

1No $ 190.00 $ 190.00

1No $ 100.00 $ 100.00

B1-4.9.7.2 page 137 Extras1 No $ 260.00 $ 260.00

Supply and install fire alarm 1 No $ 650.00 $ 650.00

4 EARTH MAT B1-4.9.7.14 page 152 4.1 Excavate 300mm (width) x 1000mm (depth) for earth grids 495 $ 7.00 $ 3,465.00 B1-4.9.7.14 page 154 4.2

495 $ 7.00

$ 3,465.00

5 CABLE TRENCH (refer to drawing no. ZZZ 824-200)B1-4.9.7.18 page 178 5.1

116 m $ 10.00 $ 1,160.00

B1-4.9.7.18 page 178 5.2 Concrete trench cover for 1000mm wide trench (with maximal weight of 50 kg each)396 No $ 60.00 $ 23,760.00

Cavity wall - inner skin to be hollow blockwork with insulation and outer skin to be clay brickwork m2

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Type D3: 885 x 2100mm Frame and steel door including stainless steel ironmongery complete (external)

Corrugated approved roof sheeting - 0.6mm gauge to be fitted including all necessary fittings complete

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Welded roof trusses of 30 degrees angle rafters, tie beams, rails, struts, braces, cleats, purlins, etc and flat bearer, gusset and connection plates, bolted to steel with an oveall lenghth of 4.2m and height of 1.76m (There are 3 trusses)

Pre-painted aluminium 150 x 150mm box gutters including necessary collared and sealed expansion joints

Suspended ceiling champered and grooved acoustic panels on concealed suspension grid including hangers etc

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Basin with all necessary connections, fittings and piping complete with soap dispenser and mirror

Supply and install fire 9kg CO2 extinguisher with sign

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Backfilling to earthing grid and compact the ground surface in depths of 300mm compacting to 95% Mod AASHTO density m3

The excavation in insitu material for construction of 1000mm wide x 500mm deep cast insitu reinforced concrete trenches including bends and junctions to include 100mm diameter PVC drain pipe at 4m centres at the bottom of the trench

BUNDA-T 132/66/33kV Substation

Reference No. Description Quantity Unit Number Rate Total B1-3.6.2.12 page 46 6 DRAINAGE

6.1

91 m $ 100.00 $ 9,100.00

6.2

7 No $ 265.00 $ 1,855.00

6.31 No $ 1,800.00 $ 1,800.00

6.4

1 No $ 1,100.00 $ 1,100.00

6.5

Headwall - concrete to fit 450mm diameter concrete pipe (refer to drawing no. ZZZ 824-200)1 No $ 100.00 $ 100.00

6.625 m $ 15.00 $ 375.00

6.790 m $ 18.00 $ 1,620.00

6.8

Supply, lay, joint and bed 110mm Diameter PVC pipe including necessary bends and tees29 m $ 4.00 $ 116.00

B1-4.9.7.15 page 156 6.9110.00 m $ 100.00 $ 11,000.00

6.10 Oil/ water separator (refer to drawing no. ZZZ 824-200)B1-4.9.7.14 page 152 Excavation in insitu material 97.00 $ 7.00 $ 679.00 B1-4.9.7.17 page 163 Blinding - 20mPa (50mm thick) 3.45 $ 190.00 $ 656.26 B1-4.9.7.17 page 170 Smooth Formwork (to be steel or sound timber) 235.00 $ 33.00 $ 7,755.00 B1-4.9.7.17 page 163 Concrete - 35mPa, 19mm Stone 45.00 $ 190.00 $ 8,550.00 B1-4.9.7.17 page 169 25 x 25mm Chamfer to sides of concrete to fit covers 12.80 m $ 1.00 $ 12.80

100mm Diameter concrete cut out 2.00 No $ 20.00 $ 40.00 B1-4.9.7.17 page 170 Wood float top of concrete slab 46.13 $ 5.30 $ 244.49

Stock pile insitu surplus material (for carting away) 97.00 $ 6.00 $ 582.00 Reinforcing - Supply & Fix only 7520.00 Kg $ 2.50 $ 18,800.00 16mm Diameter galvanised iron steps 1650mm long 8.00 No $ 225.00 $ 1,800.00 Heavy duty manhole covers 4.00 No $ 120.00 $ 480.00 200mm Diameter steel pipe 1.00 m $ 45.00 $ 45.00 100mm Diameter ventilator PVC pipe with bend 1.00 No $ 20.00 $ 20.00 100mm Diameter concrete pipe 0.50 m $ 20.00 $ 10.00 Supply, lay, joint and bed 160mm Diameter uPVC pipe including necessary bends and tees 16 m $ 6.00 $ 96.00 Paint x 2 layers of bitumen to internal surfaces of separator 259.98 $ 5.00 $ 1,299.90

7 WATER SUPPLYB1-4.9.7.23 page 189 7.1

1 Item $ 6,000.00 $ 6,000.00

B1-4.9.7.23 page 189 7.2

1 Item $ 5,000.00 $ 5,000.00

Hot water dispenser capacity 80L 1 ItemB1-4.9.7.23 page 189 7.3 50mm Diameter PVC pipe 50 m $ 2.00 $ 100.00 B1-4.9.7.23 page 189 7.4 25mm Diameter PVC pipe 40 m $ 0.50 $ 20.00 B1-4.9.7.23 page 189 7.5 15mm Diameter PVC pipe 35 m $ 0.50 $ 17.50

8 ROAD8.1 Access road

B1-4.9.7.14 page 152 Excavation in insitu material 81 $ 7.00 $ 567.00 B1-4.9.7.15 page 156 Sub-Base of G5 material compacted to 98% MOD AASHTO 40.5 $ 25.00 $ 1,012.50 B1-4.9.7.15 page 156 Wet-mix road base of G6 material Compacted to 98% MOD AASHTO 36.00 $ 20.00 $ 720.00 B1-4.9.7.15 page 158 40mm Thick wearing course of bitumen macadam grade 60/70 penetration 8.4 $ 19.00 $ 159.60

8.2 Internal roadB1-4.9.7.14 page 152 Excavation in insitu material 148.27 $ 7.00 $ 1,037.90 B1-4.9.7.15 page 156 Sub-Base of G5 material compacted to 98% MOD AASHTO 74.14 $ 25.00 $ 1,853.40 B1-4.9.7.15 page 156 Wet-mix road base of G6 material Compacted to 98% MOD AASHTO 64.87 $ 20.00 $ 1,297.38 B1-4.9.7.15 page 158 40mm Thick wearing course of bitumen macadam grade 60/70 penetration 12.36 $ 19.00 $ 234.76 B1-4.9.7.15 page 156 8.3

5 No $ 30.00 $ 150.00

B1-4.9.7.15 page 159 8.4227.28 $ 500.00 $ 113,640.00

B1-4.9.7.3 page 139 8.55 No $ 350.00 $ 1,750.00

B02-4.7.9 page 81 8.6 Kerbing including bends and end pieces 303.00 m $ 2.00 $ 606.00 B1-4.9.7.10 page 146 8.7

Stop sign 3 Item $ 10.00 $ 30.00 Yield sign 1 Item $ 10.00 $ 10.00 Painting of parking lines 25 m $ 2.00 $ 50.00

9 YARD WORKSB1-4.9.7.17 page 171 9.1

267 m 200.00 $ 53,400.00

B1-4.9.7.17 page 171 9.2 5m Wide motorised electric fence, with a frame height that match the fence. 1 No 500.00 $ 500.00 9.3 5m Wide fence, with a frame height that match the fence. 1 No $ -

B1-4.9.7.17 page 171 9.4 1m Wide pedestrian gate with a frame height that matches the fence 1 No 100.00 $ 100.00 B1-4.9.7.14 page 155 9.5 Prepare and comply with an approved weed control and spread over substation 1,602.00 1.00 $ 1,602.00 B1-4.9.7.14 page 156 9.6

1,602.00 15.00

$ 24,030.00

B1-4.9.7.2 page 137 9.7 Construct a fire equipment brickwork kiosk 2.00 Item 1,000.00 $ 2,000.00 B1-3.6.2.13 page 46 9.8

160.20 1,000.00 $ 160,200.00

Subtotal $ 991,004.44 Vat 16%Final Total $ 991,004.44

Subsoil Drain Supply, lay and joint 2 x 160mm diameter preferated uPVC pipe to be laid 1100mm below NGL in trench which is to be lined with geofabric material (bidem gade A6) and backfill with 50 to 75mm diameter stone, including excavation, temporary support of sides, keeping excavations dry, complete (refer to drawing no. ZZZ 824-200)Construct cast insitu concrete manhole with lid and including excavation in insitu material, temporary support of sides, keeping excavations dry, complete (refer to drawing no. ZZZ 824-200)

Construct cast insitu septic tank overall size 2250 X 1950 X 2150mm with lid and including excavation, temporary support of sides, keeping excavations dry, complete (refer to drawing no. ZZZ 824-207)

Construct cast insitu soak pit overall size 2000 x 2000 x 1500mm hole to be filled with 100 to 150mm rock, including excavtion and backfilling (refer to drawing no. ZZZ 824-207)

Supply, lay, joint and bed 300mm diameter class 50D spigot and socket ended concrete sewer pipes including necessary bends and tees from transformer to oil/ water separator

Supply, lay, joint and bed 450mm diameter class 50D spigot and socket ended concrete sewer pipes including necessary bends and tees

Construct concerte v-drain with a top width of 800mm and bottom width of 100mm including excavation, temporary support of sides, keeping excavations dry, complete (refer to drawing no. ZZZ 824-200)

m3

m3

m2

m3

m2

m3

m2

Supply and install 2000L conservancy tank to Control Building above ground including excavation,backfilling, pipework and fittings to sit on a concrete foundation complete (refer to drawing no. ZZZ 824-208 & ZZZ 824 - 205)

Supply and install 250L conservancy tank under the roof of the Control Building including a motor pump that will be controlled by water level controlled switch in the smaller tank

m3

m3

m3

m3

m3

m3

m3

m3

Road crossing over 5m wide road for cable trench.Precast concrete culvet (size 1200 x 900 x 600mm and the internal walls to be 100mm thick)Segmented paving - Supply and lay 80 mm interlocking concrete pavers including 50 mm sand bed (max 30 mm); edge restraint and cutting of units where required: Strength: 25 Mpa m2

Insitu reinforced concrete ramps to be constructed in front of control building doors to be about 1800mm wide

Road markings:

The complete, supply and installation of a security fence, including earthing of all metal parts, gates etc. 2m High diamond mesh plastic coated galvanised steel wire and 300mmflat wrap razor wire on the overhang fence and consists of a vertical post with 45 degree inclination at the apex, fence to be fixed on a ring-beam foundation

m2

Supply and application of 10 to 30mm stone, 200mm deep, to one meter beyond fences, including levelling and rolling to compact the stone layer. m2

Landscaping - Planting of medium-high growing plants and grass (Subject to approval of Employer) m2

ITEM No. DESCRIPTION No 20 SITE TRANSPORT, ENGINEERS ACCOMODATION AND COMMUNICATION

Provision as per clasue 1.35, of each vehicle for the duration of the contract, including regular experienced driver/mechanic.

(a) Vehicle type 1 each -

(b) Vehicle type 2 each -

(c ) Winch attachment for vehicles type 1 & 2 per winch -

(d) lumpsum -

21 Engineer's living accomodation

(a) Lump Sum -

(b) Handheld GPS set -

22 Sub-total, Site transport, Engineers accomodation and Commmunication, item 9.1 - 9.8

Miscellaneous and Dayworks (NB. Provide Quote Rate Only Per All Miscellaneous/Daywork Item in 4.1.4)(a) per day 1 360.00 -

(b) per day 1 120.00 -

(c ) per day 1 480.00 -

(d) per day 1 520.00 -

(e ) per day 1 520.00 -

(f) per day 1 602.88 -

(g) per day -

(h) per day -

(i) per day -

(j) per day -

(k) per day -

Local Currency MK

Cost of communication including mobile phones as specified in Vol 2

Provision of Project Area Living Accomodation for Employer and Project Manager Personnel (remote site); up to 4 Persons on Occassional Basis of which 2 will be longer term per Contractors camp occupancy per its Program of Progress (work program) Refer to cls 3.1.2.1

Rough terrain mobile crane ( ≤ 15T) 8 hour work day or pro-rata thereof

Boom Crane ( Hiab type) flat bed truck (5-10T) ditto

Flat bed Truck (7-10T) ditto

4 x 4 Front-end Loader & Backhoe ditto

Excavator/tractor/JCB ditto

Foundation gang tools and Plant ditto

Site Manager (expatriate) ditto

Supervising Engineer (Expatriate) ditto

Supervising Engineer (Local) ditto

Project Manager and Above (Head office) ditto

Design Engineer (Head office) ditto

(l) per day -

(m) per day 1 8.00 -

(n) per day 1 40.00 -

(o) per day 1 28.00 -

(p) per day 1 24.00 -

(q) per day 1 9.60 -

(r ) per day 1 8.00 -

23 Enhanced rates for Overtime/rest day working %

%

-

TOTAL

Draughtmans and ancillary staff (Head office) ditto

Plant Vehicle driver (local) ditto

Surveyor complete with Total station/GPS and helpers ditto

Site supervisor/General Foreman ditto

Gang Foreman ditto

Technician//skiiled labour ditto

General/unskilled labour ditto

Percentage increase in hourly rates for rest day working

Percentage increase in hourly rate for normal overtime

Sub-total, Miscellaneous and dayworks, item 10.1 - 10.22

SITE TRANSPORT, ENGINEERS ACCOMODATION AND COMMUNICATION

Provision as per clasue 1.35, of each vehicle for the duration of the contract, including regular experienced driver/mechanic.

0.00

0.00

0.00

0.00

Engineer's living accomodation

0.00

0.00

Miscellaneous and Dayworks (NB. Provide Quote Rate Only Per All Miscellaneous/Daywork Item in 4.1.4)360.00

120.00

480.00

520.00

520.00

602.88

0.00

0.00

0.00

0.00

0.00

Foreign Currency USD

0.00

8.00

40.00

28.00

24.00

9.60

8.00

Enhanced rates for Overtime/rest day working 0.00

0.00

0.00

NEW DWANGWA 132/33/11kV Substation

No. Description1 P & G's

1.1 Geotechnical report (bore logs, trial pits, sounding logs) and to include:

●Description and limits of various soil layers●Sample taken●SPT results●Water levels●Depth of borehole/pit/sounding

1.2 Topographic survey (10 meter grids and 0.5 meter vertical intervals):●Obtain topographic survey maps●Ensure position and elevation of all works are correct

1.31.41.51.6 Temporary latrines and sanitary (allowed 1x for ABB office)1.7 Temporary fence around site establishment

1.10 Temporary gate1.11 Temporary water connection1.12 Temporary electricity connection/generator (20kVA)1.13 Water usage1.14 Electricity/petrol or diesel1.15 Tempoary site sign board 1.16 Supervision & Labour1.17 Health and Saftey - safety signs and PPE according to ABB specifications1.18 Security guard (allow 1x person for day watch and 1 x person for night watch)1.19 De-establishment of site camp and stores

2 SITE WORKS - PLATFORM 2.1 Remove and treat anthills2.22.3 Level and compact final cut layer to 95% Mod AASHTO2.42.5 Bulk excavations (cut) in insitu material2.6 Extra over bulk excavations in clay and black cotton2.7 Extra bulk excavations in intermediate material2.8 Extra over bulk excavations in hard rock2.9 Level and compact final cut layer to 95% Mod AASHTO

2.102.11

3Analyzing the ingredients of the water used for performance of the workGravity of soil Bearing capacity of soil for static load Grain size analysis of soils, if "Replacement of Material" is required

●Actual ground level

Costs for obligations, equipment or labour, although not specified, is required to complete the Contract in terms of the specification and Statutory RequirementsEstablishment of site camp and stores including site clearance for civil contractors own requirementsstandard tables,12 x chairs,1 x mini fridge, 2x cupboard with shelves and electrical plugs and lights)

Remove all bushes, shrubs and trees and strip 300mm of topsoil to be stockpiled on site for later use. All material not used will be dumped at a site located by the employer within 10km from siteRate for overhaul per m3 of spoil for a distance greater than 10km - rate per km

Backfill (fill) with insitu material and compact the ground surface in depths of 300mm compacting to 95% Mod AASHTO densityBackfill with imported G5 material and compact the ground surface in depths of 300mm compacting to 95% Mod AASHTO density - Gravel Wearing course TESTS (shall be performed for each 500m3 of fill)

Density of soil in place of sandcone method for each second layer of "Backfilling and/or replacement of material and/or roadwork"

Cement AggregateSandFillersConcrete cubes

3.1 Keeping all foundations free of water 3.2 Risk of collapse to sides of all excavations

3.3 132 kV GantryExcavation in insitu materialBlinding - 20mPa (50mm thick)Smooth Formwork (to be steel or sound timber)Rough formwork (to be steel or sound timber)Concrete - 30mPa, 19mm Stone25 x 25mm Chamfer to sides of column stub Wood float top of concrete foundationBackfill with excavated insitu material in depths of 150mm to 97% Mod AASHTOStock pile insitu surplus material (for carting away)Reinforcing - Supply & Fix onlyHD Bolts - Template and installation (ABB to supply bolts)Grout - 35mPa to top of stubGreasing of HD Bolts (M36 X 8)

3.4 132 kV Isolator - Without Earthswitch Excavation in insitu materialBlinding - 20mPa (50mm thick)Smooth Formwork (to be steel or sound timber)Rough formwork (to be steel or sound timber)Concrete - 30mPa, 19mm Stone25 x 25mm Chamfer to sides of column stub Wood float top of concrete foundationBackfill with excavated insitu material in depths of 150mm to 97% Mod AASHTOStock pile insitu surplus material (for carting away)Reinforcing - Supply & Fix onlyHD Bolts - Template and installation (ABB to supply bolts)Grout - 35mPa to top of stubGreasing of HD Bolts (M24X 8)

3.5 132 kV Isolator - With Earth Switch Excavation in insitu materialBlinding - 20mPa (50mm thick)Smooth Formwork (to be steel or sound timber)Rough formwork (to be steel or sound timber)Concrete - 30mPa, 19mm Stone25 x 25mm Chamfer to sides of column stub Wood float top of concrete foundationBackfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO

Stock pile insitu surplus material (for carting away)Reinforcing - Supply & Fix onlyHD Bolts - Template and installation (ABB to supply bolts)Grout - 35mPa to top of stubGreasing of HD Bolts (M24X 8)

3.6 132 kV Circuit BreakerExcavation in insitu materialBlinding - 20mPa (50mm thick)Smooth Formwork (to be steel or sound timber)Rough formwork (to be steel or sound timber)Concrete - 30mPa, 19mm Stone25 x 25mm Chamfer to sides of column stub Wood float top of concrete foundationBackfill with excavated insitu material in depths of 150mm to 97% Mod AASHTOStock pile insitu surplus material (for carting away)Reinforcing - Supply & Fix onlyHD Bolts - Template and installation (ABB to supply bolts)Grout - 35mPa to top of stubGreasing of HD Bolts (M24 X 8)

3.7 132 kV Current TransformerExcavation in insitu materialBlinding - 20mPa (50mm thick)Smooth Formwork (to be steel or sound timber)Rough formwork (to be steel or sound timber)Concrete - 30mPa, 19mm Stone25 x 25mm Chamfer to sides of column stub Wood float top of concrete foundationBackfill with excavated insitu material in depths of 150mm to 97% Mod AASHTOStock pile insitu surplus material (for carting away)Reinforcing - Supply & Fix onlyHD Bolts - Template and installation (ABB to supply bolts)Grout - 35mPa to top of stubGreasing of HD Bolts (M20 X 4)

3.8 132 kV Voltage TransformerExcavation in insitu materialBlinding - 20mPa (50mm thick)Smooth Formwork (to be steel or sound timber)Rough formwork (to be steel or sound timber)Concrete - 30mPa, 19mm Stone25 x 25mm Chamfer to sides of column stub Wood float top of concrete foundationBackfill with excavated insitu material in depths of 150mm to 97% Mod AASHTOStock pile insitu surplus material (for carting away)Reinforcing - Supply & Fix only

HD Bolts - Template and installation (ABB to supply bolts)Grout - 35mPa to top of stubGreasing of HD Bolts (M20 X 4)

3.9 132 kV Lighting Mast Excavation in insitu materialBlinding - 20mPa (50mm thick)Smooth Formwork (to be steel or sound timber)Rough formwork (to be steel or sound timber)Concrete - 30mPa, 19mm Stone25 x 25mm Chamfer to sides of column stub Wood float top of concrete foundationBackfill with excavated insitu material in depths of 150mm to 97% Mod AASHTOStock pile insitu surplus material (for carting away)Reinforcing - Supply & Fix onlyHD Bolts - Template and installation (ABB to supply bolts)Grout - 35mPa to top of stubGreasing of HD Bolts (M20 X 4)

4 132 kV High Post InsulatorExcavation in insitu materialBlinding - 20mPa (50mm thick)Smooth Formwork (to be steel or sound timber)Rough formwork (to be steel or sound timber)Concrete - 30mPa, 19mm Stone25 x 25mm Chamfer to sides of column stub Wood float top of concrete foundationBackfill with excavated insitu material in depths of 150mm to 97% Mod AASHTOStock pile insitu surplus material (for carting away)Reinforcing - Supply & Fix onlyHD Bolts - Template and installation (ABB to supply bolts)Grout - 35mPa to top of stubGreasing of HD Bolts (M24 X 8)

4.1 132 kV Low Post InsulatorExcavation in insitu materialBlinding - 20mPa (50mm thick)Smooth Formwork (to be steel or sound timber)Rough formwork (to be steel or sound timber)Concrete - 30mPa, 19mm Stone25 x 25mm Chamfer to sides of column stub Wood float top of concrete foundationBackfill with excavated insitu material in depths of 150mm to 97% Mod AASHTOStock pile insitu surplus material (for carting away)Reinforcing - Supply & Fix onlyHD Bolts - Template and installation (ABB to supply bolts)Grout - 35mPa to top of stub

Greasing of HD Bolts (M20 X 4)

3.10 132 kV Surge ArrestorExcavation in insitu materialBlinding - 20mPa (50mm thick)Smooth Formwork (to be steel or sound timber)Rough formwork (to be steel or sound timber)Concrete - 30mPa, 19mm Stone25 x 25mm Chamfer to sides of column stub Wood float top of concrete foundationBackfill with excavated insitu material in depths of 150mm to 97% Mod AASHTOStock pile insitu surplus material (for carting away)Reinforcing - Supply & Fix onlyHD Bolts - Template and installation (ABB to supply bolts)Grout - 35mPa to top of stubGreasing of HD Bolts (M20 X 4)

3.12 33 kV GantryExcavation in insitu materialBlinding - 20mPa (50mm thick)Smooth Formwork (to be steel or sound timber)Rough formwork (to be steel or sound timber)Concrete - 30mPa, 19mm Stone25 x 25mm Chamfer to sides of column stub Wood float top of concrete foundationBackfill with excavated insitu material in depths of 150mm to 97% Mod AASHTOStock pile insitu surplus material (for carting away)Reinforcing - Supply & Fix onlyHD Bolts - Template and installation (ABB to supply bolts)Grout - 35mPa to top of stubGreasing of HD Bolts (M36 X 8)

3.14 33 kV Circuit Breaker & Current Voltage Transformer & Disconnector Excavation in insitu materialBlinding - 20mPa (50mm thick)Smooth Formwork (to be steel or sound timber)Rough formwork (to be steel or sound timber)Concrete - 30mPa, 19mm Stone25 x 25mm Chamfer to sides of column stub Wood float top of concrete foundationBackfill with excavated insitu material in depths of 150mm to 97% Mod AASHTOStock pile insitu surplus material (for carting away)Reinforcing - Supply & Fix onlyHD Bolts - Template and installation (ABB to supply bolts)Grout - 35mPa to top of stubGreasing of HD Bolts (M24 X 8)

3.15 Auxillary Transformer Excavation in insitu materialBlinding - 20mPa (50mm thick)Smooth Formwork (to be steel or sound timber)Rough formwork (to be steel or sound timber)Concrete - 30mPa, 19mm Stone25 x 25mm Chamfer to sides of column stub Wood float top of concrete foundationBackfill with excavated insitu material in depths of 150mm to 97% Mod AASHTOStock pile insitu surplus material (for carting away)Reinforcing - Supply & Fix onlyHD Bolts - Template and installation (ABB to supply bolts)Grout - 35mPa to top of stubGreasing of HD Bolts

3.16 Yard Marshalling KioskExcavation in insitu materialBlinding - 20mPa (50mm thick)Smooth Formwork (to be steel or sound timber)Rough formwork (to be steel or sound timber)Concrete - 30mPa, 19mm Stone25 x 25mm Chamfer to sides of column stub Wood float top of concrete foundationBackfill with excavated insitu material in depths of 150mm to 97% Mod AASHTOStock pile insitu surplus material (for carting away)Reinforcing - Supply & Fix onlyHD Bolts - Template and installation (ABB to supply bolts)Grout - 35mPa to top of stubGreasing of HD Bolts

3.17 Transformer Plinth 25 MVA Excavations in insitu material:Strip excavationsSump excavationsPlinthSurface bedBackfill with excavated insitu material in depths of 150mm to 97% Mod AASHTOStock pile insitu surplus material (for carting away)Blinding - 20mPa (50mm thick):Strip Footing concreteSump ConcretePlinthSurface bedConcrete - 30mPa, 19mm Stone:Strip Footing concreteSump ConcretePlinth

Surface bed Part of the roadFormwork:Smooth Formwork:Sump wallsPlinthRough Formwork:Strip footing25 x 25mm Chamfer to sides of plinthConcrete finish woodfloat:Surface bedPlinthReinforcing (MESH ref 617):Surface bed PlinthSundries:

75 to 100mm Diameter gravel to fill oil drain

Brickwork (including stairs)Brickforce 120mm wide (every second layer)Construction/expansion joints between concrete and brick50 x 3 flat copper bend to suit connection on transformer pointsOne set of rails on tranformer plinthBenching the inside of the sump with 20mm benching renderPaint x 2 layers of bitumen to surface

3.18 Control BuildingExcavations in insitu material:Strip foundationPrepare and spary with an approved anti-termite control under buildingStock pile insitu surplus material (for carting away)

Formwork:Rough formwork (to be steel or sound timber) to sides of foundationsSmooth formwork (to be steel or sound timber) to sides of beamsSmooth formwork (to be steel or sound timber) to sides of columnsConcrete:Blinding - 20mPa (50mm thick)Reinforced concrete - 30mPa, 19mm Stone to surface bedReinforced concrete - 30mPa, 19mm Stone to foundationsReinforced concrete - 30mPa, 19mm Stone to columnsReinforced concrete - 30mPa, 19mm Stone to beamsPrestressed fabricated concrete lintels: In lengths not exceeding 3mReinforcing:Reinforcing mesh ref. 395Reinforcing - Supply & Fix only

Sump frame - 30 x 30 x 5Lg cast in and galvanised. 25 x 5mm flat x 100Lg fishtail lugs weld to angle (5mm fillet) at 500mm c/c. To fit in the open grid which is 1600mm wide with 30 x

200mm Thick blockworkBrickforce 120mm wide (every second layer)DPC (Damp proof course)DPM (Damp proof membrame)Wood float top of concreteFloor Finishes:

Glazed non-slip fully vitrified ceramic tiles - rest room, toilets, kitchen, messroomHeavy duty PVC sheeting - offices

Acid resistant ceramic tiles - battery roomsHeavy duty PVC sheeting on false floor - control room, relay rooms, electrical equipmentCarborundum - A/C plant roomsHeavy duty PVC / rubber backed tiles - instrument/electrical workroomsCarborundum and non-slip 3 mm self leveling epoxy screed - basements

Dust-proof hard-wearing epoxy coating - transformer pits6mm Thick checkered plate over internal trench complete600 x 500mm deep internal concrete trench. Trench walls and bottom to be 100mm thickSupply, lay, joint and bed 160mm Diameter PVC pipe

Skirtings:Heavy duty PVC sheet - to painted wallsInternal Wall Finishes:Plaster to brickwork and concrete

Fair face blockwork,cement wash, paint - storage and workshopGlazed ceramic tiles 2.3m high, plaster and paint - kitchen, messroomAcid/lye resistant tiles 1.2m high - battery roomPaint brickwork and concrete (weatherproof)External Wall Finish:Paint on plaster (weatherproof)Aluminium Frames:Windows:Type W1: 2700 x 1090mm Frame including 4mm double glaze completeType W2: 900 x 900mm Frame including 4mm double glaze completeDoors:

Single

Double

Steel:Doors:Single

Cavity wall - inner skin to be hollow blockwork with insulation and outer skin to be clay brickwork

Epoxy screed (trowel applied minimum 5 mm thick) and epoxy seal coat - switchgear and battery charger rooms

9 mm Non-slip fully vitrified ceramic tiles (floor tiles with epoxy grout) - corridors, stairs, landings

3 mm Self leveling epoxy screed with non-slip granule finish - stores workshop, mechanical work room and store room

Type D3: 885 x 2500mm Frame and steel doors door including all stainless steel ironmongery complete (external)

Type D1: 1750 x 2500mm Frame and steel door including all stainless steel ironmongery complete (external)Type D2: 1750 x 2500mm Frame and steel door including all stainless steel ironmongery complete (external)

Type D4: 885 x 2100mm Frame and timber doors door including all ironmongery complete (internal)

Double

Furniture:Desks (size 1500 x 700mm with drawers)Tables (size 2000 x 1000mm)Swivel chairsVisitors' chairs (to be plastic)Cupboards (two door cupboard with dividing shelves )Airconditioner central unit in control buildingAllow one double door cupboard with shelves underneath sink for kitchenTwo plate electric cooker

Roof:

225 x 15mm ABS cement barge board

Pre-painted aluminium 100 x100mm down pipes, including holderbats, brackets etc

Ceiling:

Supply and install approved roof insulationExternal steel ladder with safety cage to access roofPlumbing:WC with all necessary connections, fittings and piping complete and toilet paper holder

Urinal with all necessary connections, fittings and piping complete

Sink with all necessary connections, fittings, gulley and piping complete

Shower with all necessary connections, fittings and piping completeExtras

Supply and install fire alarm

3.19 Guard HouseExcavations in insitu material:

Strip foundationPrepare and spary with an approved anti-termite control under buildingStock pile insitu surplus material (for carting away)Formwork:Rough formwork (to be steel or sound timber) to sides of foundationsSmooth formwork (to be steel or sound timber) to sides of beamsSmooth of sides of columns (to be steel or sound timber) Concrete:Blinding - 20mPa (50mm thick)Reinforced concrete - 30mPa, 19mm Stone to foundationsReinforced concrete - 30mPa, 19mm Stone to surface bed

Type D2: 1750 x 2500mm Frame and steel door including all ironmongery complete (internal)

Corrugated approved roof sheeting - 0.6mm gauge to be fitted inculding all necessary fittings completeWelded roof trusses of 30 degrees angle rafters, tie beams, rails, struts, braces, cleats, purlins, etc and flat bearer, gusset and connection plates, bolted to steel with an overall

Pre-painted aluminium 150 x 150mm box gutters including necessary collared and sealed expansion joints

Suspended ceiling champered and grooved acoustic panels on concealed suspension grid including hangers etc

Basin with all necessary connections, fittings and piping complete with soap dispenser and mirror

Supply and install fire 9kg CO2 extinguisher with sign

Reinforced concrete - 30mPa, 19mm Stone to columnsReinforced concrete - 30mPa, 19mm Stone to beamsPrestressed fabricated concrete lintels: In lengths not exceeding 3mReinforcing:Reinforcing mesh ref. 395Reinforcing - Supply & Fix only

200mm thick block workBrickforce 120mm wide (every second layer)DPC (Damp proof course)DPM (Damp proof membrame)Wood float top of concreteFloor Finishes:Glazed non-slip fully vitrified ceramic tiles - bedroom, toilets, checking room

Skirtings:Heavy duty PVC sheet - to painted wallsInternal Wall Finishes:Plaster to brickwork and concretePaint on plaster (weatherproof)

Glazed ceramic tiles 2.3m high, plaster and paint - kitchen, messroomExternal Wall Finish:Paint on plaster (weatherproof)Aluminium Frames:Windows:Type W1: 1860 x 1090mm Frame including 4mm double glaze completeType W2: 900 x 900mm including Frame 4mm double glaze completeDoors:Single

Steel Frames:Doors:Single

Roof:

Pre-painted aluminium 100 x100mm down pipes, including holderbats, brackets etc225 x 15mm ABS cement barge boardCeiling:

Supply and install approved roof insulationSupply and install 12 000 BTU airconditionerPlumbing:WC with all necessary connections, fittings and piping complete and toilet paper holder

Cavity wall - inner skin to be hollow blockwork with insulation and outer skin to be clay brickwork

Type D3: 885 x 2100mm Frame and steel door including stainless steel ironmongery complete (external)

Type D3: 885 x 2100mm Frame and timber door including all ironmongery complete (internal)

Corrugated approved roof sheeting - 0.6mm gauge to be fitted including all necessary fittings completeWelded roof trusses of 30 degrees angle rafters, tie beams, rails, struts, braces, cleats, purlins, etc and flat bearer, gusset and connection plates, bolted to steel with an oveall Pre-painted aluminium 150 x 150mm box gutters including necessary collared and sealed expansion joints

Suspended ceiling champered and grooved acoustic panels on concealed suspension grid including hangers etc

Basin with all necessary connections, fittings and piping complete with soap dispenser and mirror

Extras

Supply and install fire alarm

4 EARTH MAT 4.1 Excavate 300mm (width) x 1000mm (depth) for earth grids4.2

5 CABLE TRENCH (refer to drawing no. ZZZ 824-200)5.15.2 Concrete trench cover for 1200mm wide trench (with maximal weight of 50 kg each)5.35.4 Concrete trench cover for 500mm wide trench (with maximal weight of 50 kg each)

6 DRAINAGE6.16.2

6.36.46.56.66.76.8 Supply, lay, joint and bed 110mm Diameter PVC pipe including necessary bends and tees

6.10

7 WATER SUPPLY7.17.2

Hot water dispenser capacity 80L7.3 50mm Diameter PVC pipe7.4 25mm Diameter PVC pipe 7.5 15mm Diameter PVC pipe7.6 REMEMBER BOREHOLE

8 ROAD - ACCESS AND INTERNAL 8.1 Access road

Excavation in insitu material

Sub-Base of G5 material compacted to 98% MOD AASHTOWet-mix road base of G6 material Compacted to 98% MOD AASHTO40mm Thick wearing course of bitumen macadam grade 60/70 penetration

8.2 Internal roadExcavation in insitu material

Sub-Base of G5 material compacted to 98% MOD AASHTOWet-mix road base of G6 material Compacted to 98% MOD AASHTO40mm Thick wearing course of bitumen macadam grade 60/70 penetration

8.3

Supply and install fire 9kg CO2 extinguisher with sign

Backfilling to earthing grid and compact the ground surface in depths of 300mm compacting to 95% Mod AASHTO density

The excavation in insitu material for construction of 1200mm wide x 500mm deep cast insitu reinforced concrete trenches including bends and junctions to include 100mm

The excavation in insitu material for construction of 500mm wide x 500mm deep cast insitu reinforced concrete trenches including bends and junctions to include 100mm

with 50 to 75mm diameter stone, including excavation, temporary support of sides, keeping excavations dry, complete (refer to drawing no. ZZZ 824-200)Construct cast insitu concrete manhole with lid and including excavation in insitu material, temporary support of sides, keeping excavations dry, complete (refer to drawing no. ZZZ 824-200)Construct cast insitu septic tank overall size 2500 X 1500 X 1500mm with lid and including excavation, temporary support of sides, keeping excavations dry, complete (refer to Construct cast insitu soak pit overall size 2000 x 2000 x 1000mm hole to be filled with 100 to 150mm rock, including excavtion and backfilling (refer to drawing no. ZZZ 824-207)Headwall - concrete to fit 450mm diameter concrete pipe (refer to drawing no. ZZZ 824-200)Supply, lay, joint and bed 300mm diameter class 50D spigot and socket ended concrete sewer pipes including necessary bends and tees from transformer to oil/ water separatorSupply, lay, joint and bed 450mm diameter class 50D spigot and socket ended concrete sewer pipes including necessary bends and tees

Construct concerte v-drain with a top width of 800mm and bottom width of 100mm including excavation, temporary support of sides, keeping excavations dry, complete (refer

Supply and install 2000L conservancy tank to Control Building above ground including excavation,backfilling, pipework and fittings to sit on a concrete foundation complete Supply and install Borehole including a motor pump that will be controlled by water level controlled switch in the smaller tank

Insitu reinforced concrete ramps to be constructed at the end of the internal road to about 6000mm wide

8.48.58.68.7 Kerbing including bends and end pieces8.8

Stop signYield signPainting of parking lines

9 YARD WORKS9.1 Palisade Fence Complete 9.29.3 1m Wide pedestrian gate with a frame height that matches the fence9.4 Prepare and comply with an approved weed control and spread over substation9.59.6 Construct a fire equipment brickwork kiosk 9.7

17 Installation of Civil works :

(a) Preparation of the construction area

(b) Foundations for three phase 132 kV circuit breakers(c ) Foundations for three phase 132 kV disconnector without earthing switch(d) Foundations for three phase 132 kV disconnector witht earthing switch(e ) Foundations for single phase 132 kV current transformers(f) Foundations for single phase 132 kV voltage transformers(g) Foundations for single phase 132 kV lightning arrestors(h) Foundations for single phase 132 kV post insulators(i) Foundations for 132 kV and 33 kV gantries(j) Foundations for 33 kV Circuit Breakers(k) Foundations for single phase 33 kV voltage transformers & current transformer

(l) Foundations for three phase 33 kV disconnector with/ without earth switches(m) Foundations for three phase 33 kV disconnector with earth switches(n) Cable channels incl. cover plates(o) Earth works for earthing system(p) Transformer foundation incl. oil catching pit(q) Foundations for fencing and gate(r ) Fence and gate(s) Earth works for lighting system(t) Substation Bulk Earthworks (substation Platform Preparation and drainage)(u) Construction of the substation building (Complete)(v) Finishing work (including paving, stoning of Platform, water reticulation etc.)(w)

Road crossing over 5m wide road for cable trench.Precast concrete culvet (size 1200 x 900 x 600mm and the internal walls to be 100mm thick)Segmented paving - Supply and lay 80 mm interlocking concrete pavers including 50 mm sand bed (max 30 mm); edge restraint and cutting of units where required: Strength: 25 Insitu reinforced concrete ramps to be constructed in front of control building doors to be about 1800mm wide

Road markings:

The complete, supply and installation of a security fence, including earthing of all metal parts, gates etc. 2m High diamond mesh plastic coated galvanised steel wire and

Supply and application of 76mm stone, 100mm deep, to one meter beyond fences, including levelling and rolling to compact the stone layer.

Landscaping - Planting of medium-high growing plants and grass (Subject to approval of Employer)

Technical installation inside and on the building incl. earthing and lightning protection, air-conditioning, heating, lighting, power and telephone sockets, toilet, kitchen, locking system, etc.

(x) Piping system (water, drainage, etc.) to and inside the building(y) Sewage system(z) Roads to and inside the substation area

(aa) Other necessary associated works for complete functioning. ( Guardhouse ), Auxillary Transfromer , Marshall Kiosk ) + PG Total

Technical installation inside and on the building incl. earthing and lightning protection, air-conditioning, heating, lighting, power and telephone sockets, toilet, kitchen, locking system, etc.

17 Installation of Civil works :

(a) lump sum 1 - 0.00

(b) lump sum 1 - 0.00

(c ) lump sum 1 - 0.00

Preparation of the construction area

Foundations for three phase 132 kV circuit breakers

Foundations for three phase 132 kV disconnector without earthing switch

(d) lump sum 1 - 0.00

(e ) lump sum 1 - 0.00

(f) lump sum 1 - 0.00

(g) lump sum 1 - 0.00

(h) lump sum 1 - 0.00

(i) lump sum 1 - 0.00(j) lump sum 1 - 0.00

(k) lump sum 1 - 0.00

(l) lump sum 1 - 0.00

(m) lump sum 1 - 0.00

Foundations for three phase 132 kV disconnector witht earthing switch

Foundations for single phase 132 kV current transformers

Foundations for single phase 132 kV voltage transformers

Foundations for single phase 132 kV lightning arrestors

Foundations for single phase 132 kV post insulators

Foundations for 132 kV and 33 kV gantriesFoundations for 33 kV Circuit Breakers

Foundations for single phase 33 kV voltage transformers & current transformer

Foundations for three phase 33 kV disconnector Foundations for three phase 33 kV disconnector with earth switches

(n) lump sum 1 - 0.00

(o) lump sum 1 - 0.00

(p) lump sum 1 - 0.00

(q) lump sum 1 - 0.00

(r ) lump sum 1 - 0.00

(s) lump sum 1 - 0.00

(t) lump sum 1 - 0.00

(u) lump sum 1 - 0.00

(v) lump sum 1 - 0.00

Cable channels incl. cover plates

Earth works for earthing system

Transformer foundation incl. oil catching pit

Foundations for fencing and gate

Fence and gate

Earth works for lighting system

Substation Bulk Earthworks (substation Platform Preparation and drainage)

Construction of the substation building (Complete)

Finishing work (including paving, stoning of Platform, water reticulation etc.)

(w) lump sum 1 - 0.00

(x) lump sum 1 - 0.00

(y) lump sum 1 - 0.00

(z) lump sum 1

(aa) lump sum 1

Technical installation inside and on the building incl. earthing and lightning protection, air-conditioning, heating, lighting, power and telephone sockets, toilet, kitchen, locking system, etc.

Piping system (water, drainage, etc.) to and inside the building

Sewage system

Roads to and inside the substation area

Other necessary associated works for complete functioning.

NEW DWANGWA 132/33/11kV Substation

Quantity Unit Number Rate Total

1 Item 1 $ 1,966.67 $ 1,966.67

1 Item 1 $ 2,500.00 $ 2,500.00

1 Item 1 $ 1.00 $ 1.00 1 Item 1 $ 1,000.00 $ 1,000.00 1 Item 1 $ 65,000.00 $ 65,000.00 2 month 1 $ 12,000.00 $ 24,000.00 1 Item 1 $ 12,500.00 $ 12,500.00 2 Item 1 $ 200.00 $ 400.00 1 Item 1 $ 500.00 $ 500.00 1 Item 1 $ 500.00 $ 500.00 1 Month 8 $ 500.00 $ 4,000.00 1 Month 8 $ 1,000.00 $ 8,000.00 1 Item 1 $ 500.00 $ 500.00 1 Month 8 $ 1,000.00 $ 8,000.00 1 Item 1 $ - 2 Month 8 $ 150.00 $ 2,400.00 1 Item 1 $ 1,000.00 $ 1,000.00

$ 132,267.67

- $ 3.20 $ - 8,989.00 $ 3.20 $ 28,764.80 8,989.00 $ 3.00 $ 26,967.00 1.00 Km $ 7.00 $ 7.00 1,335.00 $ 4.00 $ 5,340.00 - $ 6.50 $ - 133.50 $ 6.50 $ 867.75 66.75 $ 30.00 $ 2,002.50 - $ 1.20 $ - 1,335.00 $ 7.50 $ 10,012.50 2,688.00 $ 7.00 $ 18,816.00 $ 92,777.55

1 Test $ 200.00 $ 200.00 3 Test $ 200.00 $ 600.00 1 Test $ 200.00 $ 200.00 3 Test $ 200.00 $ 600.00 3 Test $ 200.00 $ 600.00

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2 Test $ 100.00 $ 200.00 2 Test $ 100.00 $ 200.00 2 Test $ 100.00 $ 200.00 2 Test $ 100.00 $ 200.00 3 Test $ 200.00 $ 600.00

1 Item $ 100.00 $ 100.00 1 Item $ 100.00 $ 100.00 $ 3,800.00

10.75 21 $ 7.00 $ 1,580.54 0.51 21 $ 190.00 $ 2,042.88 5.04 21 $ 30.00 $ 3,175.20 3.84 21 $ 25.00 $ 2,016.00 4.84 21 $ 265.00 $ 26,912.34 5.60 m 21 $ 4.00 $ 470.40 1.96 21 $ 5.00 $ 205.80 5.80 21 $ 7.00 $ 852.01 4.96 21 $ 7.00 $ 728.53

267.00 kg 21 $ 3.00 $ 16,821.00 1 No 21 $ 5.50 $ 115.50

0.10 21 $ 7.00 $ 14.41 8 No 21 $ 5.00 $ 840.00 $ 55,774.61

2.21 9 $ 7.00 $ 139.23 0.13 9 $ 190.00 $ 222.30 3.36 9 $ 30.00 $ 907.20 2.16 9 $ 25.00 $ 486.00 1.28 9 $ 265.00 $ 3,062.34 4.80 m 9 $ 4.00 $ 172.80 0.72 9 $ 5.00 $ 32.40 0.94 9 $ 7.00 $ 59.22 1.27 9 $ 7.00 $ 80.01

79.00 kg 9 $ 3.00 $ 2,133.00 1 No 9 $ 5.50 $ 49.50

0.04 9 $ 7.00 $ 2.27 8 No 9 $ 5.00 $ 360.00 $ 7,706.27

2.21 2 $ 7.00 $ 30.94 0.13 2 $ 190.00 $ 49.40 3.36 2 $ 30.00 $ 201.60 2.16 2 $ 25.00 $ 108.00 1.28 2 $ 265.00 $ 680.52 4.80 m 2 $ 4.00 $ 38.40 0.72 2 $ 5.00 $ 7.20 0.94 2 $ 7.00 $ 13.16

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1.27 2 $ 7.00 $ 17.78 79.00 kg 2 $ 3.00 $ 474.00

1 No 2 $ 5.50 $ 11.00 0.04 2 $ 7.00 $ 0.50

8 No 2 $ 5.00 $ 80.00 $ 1,712.50

3.62 4 $ 7.00 $ 101.27 0.21 4 $ 190.00 $ 161.69 4.20 4 $ 30.00 $ 504.00 2.91 4 $ 25.00 $ 291.00 2.06 4 $ 265.00 $ 2,187.84 6.00 m 4 $ 4.00 $ 96.00 1.13 4 $ 5.00 $ 22.50 1.85 4 $ 7.00 $ 51.69 1.77 4 $ 7.00 $ 49.57

207.00 kg 4 $ 3.00 $ 2,484.00 1.00 No 4 $ 5.50 $ 22.00 0.06 4 $ 7.00 $ 1.58

8 No 4 $ 5.00 $ 160.00 $ 6,133.14

1.03 15 $ 7.00 $ 107.99 0.06 15 $ 190.00 $ 172.43 1.96 15 $ 30.00 $ 882.00 1.32 15 $ 25.00 $ 495.00 0.71 15 $ 265.00 $ 2,806.35 2.80 m 15 $ 4.00 $ 168.00 0.49 15 $ 5.00 $ 36.75 0.36 15 $ 7.00 $ 37.80 0.67 15 $ 7.00 $ 70.19

47.00 kg 15 $ 3.00 $ 2,115.00 1 No 15 $ 5.50 $ 82.50

0.02 15 $ 7.00 $ 2.57 4 No 15 $ 5.00 $ 300.00 $ 7,276.58

1.03 12 $ 7.00 $ 86.39 0.06 12 $ 190.00 $ 137.94 1.96 12 $ 30.00 $ 705.60 1.32 12 $ 25.00 $ 396.00 0.71 12 $ 265.00 $ 2,245.08 2.80 m 12 $ 4.00 $ 134.40 0.49 12 $ 5.00 $ 29.40 0.36 12 $ 7.00 $ 30.24 0.67 12 $ 7.00 $ 56.15

47.00 kg 12 $ 3.00 $ 1,692.00

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1 No 12 $ 5.50 $ 66.00 0.02 12 $ 7.00 $ 2.06

4 No 12 $ 5.00 $ 240.00 $ 5,821.27

1.67 9 $ 7.00 $ 104.96 0.10 9 $ 190.00 $ 167.58 1.96 9 $ 30.00 $ 529.20 1.68 9 $ 25.00 $ 378.00 0.93 9 $ 265.00 $ 2,220.43 2.80 m 9 $ 4.00 $ 100.80 0.49 9 $ 5.00 $ 22.05 0.73 9 $ 7.00 $ 46.30 0.93 9 $ 7.00 $ 58.65

47.00 kg 9 $ 3.00 $ 1,269.00 1 No 9 $ 5.50 $ 49.50

0.02 9 $ 7.00 $ 1.54 4 No 9 $ 5.00 $ 180.00 $ 5,128.02

3.83 3 $ 7.00 $ 80.50 4.10 3 $ 190.00 $ 2,337.00 3.92 3 $ 30.00 $ 352.80 3.12 3 $ 25.00 $ 234.00 2.04 3 $ 265.00 $ 1,621.00 5.60 m 3 $ 4.00 $ 67.20 0.98 3 $ 5.00 $ 14.70 2.24 3 $ 7.00 $ 46.95 1.60 3 $ 7.00 $ 33.56 128 kg 3 $ 3.00 $ 1,152.00

1 No 3 $ 5.50 $ 16.50 0.05 3 $ 7.00 $ 1.03

8 No 3 $ 5.00 $ 120.00 $ 6,077.24

1.03 3 $ 7.00 $ 21.60 0.06 3 $ 190.00 $ 34.49 1.96 3 $ 30.00 $ 176.40 1.32 3 $ 25.00 $ 99.00 0.71 3 $ 265.00 $ 561.27 2.80 m 3 $ 4.00 $ 33.60 0.49 3 $ 5.00 $ 7.35 0.36 3 $ 7.00 $ 7.56 0.67 3 $ 7.00 $ 14.04

47.00 kg 3 $ 3.00 $ 423.00 1 No 3 $ 5.50 $ 16.50

0.02 3 $ 7.00 $ 0.51

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4 No 3 $ 5.00 $ 60.00 $ 1,455.32

1.03 15 $ 7.00 $ 107.99 0.06 15 $ 190.00 $ 172.43 1.96 15 $ 30.00 $ 882.00 1.32 15 $ 25.00 $ 495.00 0.71 15 $ 265.00 $ 2,806.35 2.80 m 15 $ 4.00 $ 168.00 0.49 15 $ 5.00 $ 36.75 0.36 15 $ 7.00 $ 37.80 0.67 15 $ 7.00 $ 70.19

47.00 kg 15 $ 3.00 $ 2,115.00 1 No 15 $ 5.50 $ 82.50

0.02 15 $ 7.00 $ 2.57 4 No 15 $ 5.00 $ 300.00 $ 7,276.58

1.78 12 $ 7.00 $ 149.23 0.10 12 $ 190.00 $ 238.26 3.36 12 $ 30.00 $ 1,209.60 1.80 12 $ 25.00 $ 540.00 1.13 12 $ 265.00 $ 3,596.58 4.80 m 12 $ 4.00 $ 230.40 0.72 12 $ 5.00 $ 43.20 0.68 12 $ 7.00 $ 57.54 1.09 12 $ 7.00 $ 91.69 83.00 kg 12 $ 3.00 $ 2,988.00 1.00 No 12 $ 5.50 $ 66.00 0.04 12 $ 7.00 $ 3.02 4.00 No 12 $ 5.00 $ 240.00 $ 9,453.52

1.23 15 $ 7.00 $ 128.99 0.14 15 $ 190.00 $ 389.03 2.04 15 $ 30.00 $ 918.00 2.04 15 $ 25.00 $ 765.00 1.64 15 $ 265.00 $ 6,511.05 6.80 m 15 $ 4.00 $ 408.00 2.73 15 $ 5.00 $ 204.75 0.09 15 $ 7.00 $ 9.76 1.14 15 $ 7.00 $ 119.23 103.00 kg 15 $ 3.00 $ 4,635.00 1.00 No 15 $ 5.50 $ 82.50 0.14 15 $ 7.00 $ 14.33 6.00 No 15 $ 5.00 $ 450.00 $ 14,635.64

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0.49 1 $ 7.00 $ 3.43 0.10 1 $ 190.00 $ 18.62 2.24 1 $ 30.00 $ 67.20

0 1 $ 25.00 $ - 0.78 1 $ 265.00 $ 207.76

5.6 m 1 $ 4.00 $ 22.40 1.96 1 $ 5.00 $ 9.80 0.00 1 $ 7.00 $ - 0.49 1 $ 7.00 $ 3.43 3.92 1 $ 3.00 $ 11.76

1 No 1 $ 5.50 $ 5.50 0.10 1 $ 7.00 $ 0.69

4 No 1 $ 5.00 $ 20.00 $ 370.59

0.13 3 $ 7.00 $ 2.65 0.03 3 $ 190.00 $ 17.96 0.96 3 $ 30.00 $ 86.40

0 3 $ 25.00 $ - 0.19 3 $ 265.00 $ 150.26 3.20 m 3 $ 4.00 $ 38.40 0.63 3 $ 5.00 $ 9.45 0.00 3 $ 7.00 $ - 0.13 3 $ 7.00 $ 2.73

0 kg 3 $ 3.00 $ - 0 No 3 $ 5.50 $ -

0.03 3 $ 7.00 $ 0.66 0 No 3 $ 5.00 $ - $ 308.50

8.32 1 $ 7.00 $ 58.21

0.58 1 $ 7.00 $ 4.03

7.35 1 $ 7.00 $ 51.45

9.07 1 $ 7.00 $ 63.50

4.54 1 $ 7.00 $ 31.75

20.78 1 $ 7.00 $ 145.45

0.76 1 $ 190.00 $ 143.64

0.03 1 $ 190.00 $ 6.08

1.05 1 $ 190.00 $ 199.50

2.27 1 $ 190.00 $ 430.92

3.02 1 $ 260.00 $ 786.24

0.33 1 $ 260.00 $ 85.02

12.60 1 $ 260.00 $ 3,276.00

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4.54 1 $ 260.00 $ 1,179.36

4.41 1 $ 260.00 $ 1,146.60

2.24 1 $ 20.00 $ 44.80

11.40 1 $ 20.00 $ 228.00

13.46 1 $ 20.00 $ 269.28

19 m 1 $ 20.00 $ 380.00

45.36 1 $ 8.00 $ 362.88

21 1 $ 8.00 $ 168.00

45.36 1 $ 8.00 $ 362.88

42 1 $ 8.00 $ 336.00

45.36 1 $ 40.00 $ 1,814.40 4.54 1 $ 19.00 $ 86.18

31.28 1 $ 1.00 $ 31.28

125.12 1 $ 1.00 $ 125.12 2.22 1 $ 100.00 $ 222.00 8.00 m 1 $ 150.00 $ 1,200.00

20.10 m 1 $ 150.00 $ 3,015.00 1 Item 1 $ 500.00 $ 500.00

50 1 $ 10.00 $ 500.00 $ 17,253.58

49.03 $ 6.00 $ 294.18 171.00 $ 1.10 $ 188.10

49.03 $ 6.00 $ 294.18

0.00 $ 25.00 $ -

0.00 $ 33.00 $ -

0.00 $ 33.00 $ -

0.00 $ 250.00 $ - 9.03 $ 300.00 $ 2,708.86 5.61 $ - $ -

0 $ 300.00 $ - 0.00 $ 300.00 $ -

23.00 m $ 15.00 $ 345.00

171.00 $ 9.00 $ 1,539.00 270 kg $ 2.50 $ 675.00

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0.00 $ 35.00 $ -

274.20 $ 21.00 242.5 $ 3.00 $ 727.50 19.40 $ 1.00 $ 19.40

171.00 $ 1.20 $ 205.20 171.00 $ 5.00 $ 855.00

78.85 $ 10.00 $ 788.50 21 $ 40.00 $ 830.24

6.48 $ 20.00 $ 129.60 23.28 $ 50.00 $ 1,163.97 24.82 $ 100.00 $ 2,481.53

137.46 $ 40.00 $ 5,498.41 15.00 $ 40.00 $ 600.00 15.00 $ 10.00 $ 150.00 15.00 $ 60.00 $ 900.00

36.11 $ 100.00 $ 3,611.36

80.40 $ 40.00 $ 3,216.13 30.4 $ 30.00 $ 912.00

38 m $ - 10 m $ 6.00 $ 60.00

122.18 m $ 40.00 $ 4,887.20

638.4 $ 10.00 $ 6,384.00

100.05 $ 5.00 $ 500.25

104.78 $ 60.00 $ 6,286.80

23.28 $ 100.00 $ 2,328.00 523.75 $ 4.00 $ 2,095.00

231.37 $ 7.00 $ 1,619.59

$ - 8 No $ 890.00 $ 7,120.00 5 No $ 265.00 $ 1,325.00

$ - $ -

2 No $ 100.00 $ 200.00

2 No $ 150.00 $ 300.00 4 No $ 150.00 $ 600.00

6 No $ 100.00 $ 600.00

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3 No $ 150.00 $ 450.00

2 No $ 480.00 $ 960.00 2 No $ 480.00 $ 960.00 4 No $ 265.00 $ 1,060.00 2 No $ 550.00 $ 1,100.00 2 No $ 1,700.00 $ 3,400.00 1 Item $ 15.00 $ 15.00 8 No $ 612.00 $ 4,896.00 1 Item $ 130.00 $ 130.00

427.82 $ 20.00 $ 8,556.46 9 No $ 288.00 $ 2,592.00

29.31 m $ - 58.36 m $ 100.00 $ 5,836.00

16 m $ 100.00 $ 1,600.00

282.00 $ 15.00 $ 4,229.94

282.00 $ 20.00 1.00 Item $ 120.00 $ 120.00

2 No $ 190.00 $ 380.00 1 No $ 145.00 $ 145.00 2 No $ 100.00 $ 200.00 1 No $ 120.00 $ 120.00

2 No $ 50.00 $ 100.00

5 No $ 260.00 $ 1,300.00

2 No $ 650.00 $ 1,300.00 $ 101,889.40

3.84 $ 6.00 $ 23.04 16.00 $ 1.10 $ 17.60

3.84 $ 6.00 $ 23.04

0.00 $ 25.00 $ -

0.00 $ 33.00 $ -

0.00 $ 33.00 $ -

1.40 $ 250.00 $ 350.33 4.51 $ 300.00 $ 1,352.02 5.61 $ 300.00 $ 1,681.59

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0 $ 300.00 $ - 0.00 $ 300.00 $ -

10.26 m $ 15.00 $ 153.90

28.03 $ 9.00 $ 252.24 270 kg $ 2.50 $ 675.00

51.44 $ 35.00 $ 1,800.55

13.19 $ 21.00 $ 276.95 329 m $ 3.00 $ 987.00

3.76 $ 1.00 $ 3.76 28.03 $ 1.20 $ 33.63 28.03 $ 5.00 $ 140.13

18 $ 40.00 $ 730.90

18.15 m $ 40.00 $ 726.00

70.71 $ 10.00 $ 707.06 57.80 $ 10.00 $ 578.03 12.90 $ 40.00 $ 516.12

46.21 $ 5.00 $ 231.06

2 No $ 560.00 $ 1,120.00 1 No $ 265.00 $ 265.00

2 No $ 100.00 $ 200.00

2 No $ 100.00 $ 200.00 $ -

40.01 $ 20.00 $ 800.28 3 No $ 288.00 $ 864.00

11.40 m $ 10.00 $ 114.00 16 m $ 10.00 $ 160.00 14 m $ -

$ - 20.21 $ 15.00 $ 303.08

20.21 $ 20.00 $ 404.20

1.00 Item $ 450.00 $ 450.00 $ -

1 No $ 190.00 $ 190.00

1 No $ 100.00 $ 100.00

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$ -

1 No $ 260.00 $ 260.00 1 No $ 650.00 $ 650.00 $ 17,340.49

540 $ 7.00 $ 3,780.00

540 $ 7.00 $ 3,780.00 $ 7,560.00

10 m $ 10.00 $ 100.00 33 No $ 60.00 $ 2,000.00

220 m $ 10.00 $ 2,200.00 141 No $ 60.00 $ 8,460.00 $ 12,760.00

160 m $ 100.00 $ 16,000.00

6 No $ 265.00 $ 1,590.00

1 No $ 1,800.00 $ 1,800.00 1 No $ 1,100.00 $ 1,100.00 1 No $ 100.00 $ 100.00 2 m $ 15.00 $ 30.00

90 m $ 18.00 $ 1,620.00 45 m $ 4.00 $ 180.00 90 m $ 100.00 $ 9,000.00 $ 31,420.00

1 Item $ 6,000.00 $ 6,000.00 1 Item $ 5,000.00 $ 5,000.00 1 Item

50 m $ 2.00 $ 100.00 40 m $ 0.50 $ 20.00 35 m $ 0.50 $ 17.50

$ 11,137.50

4500 $ 7.00 $ 31,500.00 2250 $ 25.00 $ 56,250.00 0.00 $ 20.00 $ -

0 $ 19.00 $ - $ 87,750.00

100.8 $ 7.00 $ 705.60 50.4 $ 25.00 $ 1,260.00 0.00 $ 20.00 $ -

0 $ 19.00 $ - 2 No $ 1,000.00 $ 2,000.00

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5 No $ 30.00 $ 150.00 110 $ 500.00 $ 55,000.00

2 No $ 350.00 $ 700.00 178.00 m $ 2.00 $ 356.00

0 Item $ 10.00 $ - 0 Item $ 10.00 $ - 0 m $ 2.00 $ -

$ 60,171.60

356 m 200.00 $ 71,200.00 60 m 200.00 $ 12,000.00

1 No 100.00 $ 100.00 7,921.00 1.00 $ 7,921.00 792.10 15.00 $ 11,881.50 1.00 Item 1,000.00 $ 1,000.00

8.99 1,000.00 $ 8,989.00 $ 113,091.50

Subtotal $ 818,349.07 Vat 16% $ 130,935.85 Final Total $ 949,284.92

Totals in $ $ 55,738.80 $ 6,133.14 $ 7,706.27 $ 1,712.50 $ 7,276.58 $ 5,821.27 $ 7,276.58 $ 1,455.32 $ 65,228.13

( Included ) $ 14,635.64

( Included )

( Included ) ( Included )

$ 12,760.00 $ 7,560.00 $ 17,253.58 $ 83,200.00 $ 100.00 $ 5,128.02 $ 95,432.75 $ 89,078.40 $ 40,929.00 $ 12,521.00

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Technical installation inside and on the building incl. earthing and lightning protection, air-conditioning, heating, lighting, power and

$ 100.00 $ 190.00 $ 147,921.60

Other necessary associated works for complete functioning. ( Guardhouse ), Auxillary Transfromer , Marshall Kiosk ) + PG $ 133,190.48 $ 818,349.07

Technical installation inside and on the building incl. earthing and lightning protection, air-conditioning, heating, lighting, power and

KATOTO 33/11kV Substation

No. Description Quantity Unit Number Rate Total 1 P & G's

1.1 Geotechnical report (bore logs, trial pits, sounding logs) and to include:

1 Item 1 $ 1,966.67 $ 1,966.67

●Description and limits of various soil layers●Sample taken●SPT results●Water levels●Depth of borehole/pit/sounding

1.2 Topographic survey (10 meter grids and 0.5 meter vertical intervals):1 Item 1 $ 2,500.00 $ 2,500.00 ●Obtain topographic survey maps

●Ensure position and elevation of all works are correct1.3 1 Item 1 $ 1.00 $ 1.00 1.4 1 Item 1 $ 1,000.00 $ 1,000.00 1.5 1 Item 1 $ 65,000.00 $ 65,000.00 1.6 Temporary latrines and sanitary (allowed 1x for ABB office) 2 month 1 $ 12,000.00 $ 24,000.00 1.7 Temporary fence around site establishment 1 Item 1 $ 12,500.00 $ 12,500.00

1.10 Temporary gate 2 Item 1 $ 200.00 $ 400.00 1.11 Temporary water connection 1 Item 1 $ 500.00 $ 500.00 1.12 Temporary electricity connection/generator (20kVA) 1 Item 1 $ 500.00 $ 500.00 1.13 Water usage 1 Month 8 $ 500.00 $ 4,000.00 1.14 Electricity/petrol or diesel 1 Month 8 $ 1,000.00 $ 8,000.00 1.15 Tempoary site sign board 1 Item 1 $ 500.00 $ 500.00 1.16 Supervision & Labour 1 Month 8 $ 1,000.00 $ 8,000.00 1.17 Health and Saftey - safety signs and PPE according to ABB specifications 1 Item 1 $ - 1.18 Security guard (allow 1x person for day watch and 1 x person for night watch) 2 Month 8 $ 150.00 $ 2,400.00 1.19 De-establishment of site camp and stores 1 Item 1 $ 1,000.00 $ 1,000.00

$ 132,267.67 2 SITE WORKS

2.1 Remove and treat anthills - $ 3.20 $ - 2.2 2,500.00 $ 3.20 $ 8,000.00 2.3 Level and compact final cut layer to 95% Mod AASHTO 2,500.00 $ 3.00 $ 7,500.00 2.4 1.00 Km $ 7.00 $ 7.00 2.5 Bulk excavations (cut) in insitu material 375.00 $ 4.00 $ 1,500.00 2.6 Extra over bulk excavations in clay and black cotton - $ 6.50 $ - 2.7 Extra bulk excavations in intermediate material 37.50 $ 6.50 $ 243.75 2.8 Extra over bulk excavations in hard rock 18.75 $ 30.00 $ 562.50 2.9 Level and compact final cut layer to 95% Mod AASHTO - $ 1.20 $ -

2.10 375.00 $ 7.50 $ 2,812.50 2.11 750.00 $ 7.00 $ 5,250.00 $ 25,875.75

3Analyzing the ingredients of the water used for performance of the work 1.00 Test $ 200.00 $ 200.00 Gravity of soil 3.00 Test $ 200.00 $ 600.00 Bearing capacity of soil for static load 1.00 Test $ 200.00 $ 200.00 Brain size analysis of soils, if "Replacement of Material" is required 3.00 Test $ 200.00 $ 600.00

3.00 Test $ 200.00 $ 600.00 Cement 2.00 Test $ 100.00 $ 200.00 Aggregate 2.00 Test $ 100.00 $ 200.00 Sand 2.00 Test $ 100.00 $ 200.00 Fillers 2.00 Test $ 100.00 $ 200.00 Concrete cubes 3.00 Test $ 200.00 $ 600.00

3.1 Keeping all foundations free of water 1.00 Item $ 100.00 $ 100.00 3.2 Risk of collapse to sides of all excavations 1.00 Item $ 100.00 $ 100.00

3.3 33 kV GantryExcavation in insitu material 5.08 12 $ 7.00 $ 426.89 Blinding - 20mPa (50mm thick) 0.24 12 $ 190.00 $ 551.76 Smooth Formwork (to be steel or sound timber) 5.04 12 $ 30.00 $ 1,814.40 Rough formwork (to be steel or sound timber) 2.64 12 $ 25.00 $ 792.00 Concrete - 30mPa, 19mm Stone 3.22 12 $ 265.00 $ 10,226.88 25 x 25mm Chamfer to sides of column stub 5.60 m 12 $ 4.00 $ 268.80 Wood float top of concrete foundation 1.96 12 $ 5.00 $ 117.60 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 1.62 12 $ 7.00 $ 136.08 Stock pile insitu surplus material (for carting away) 3.46 12 $ 7.00 $ 290.64 Reinforcing - Supply & Fix only 188.00 kg 12 $ 3.00 $ 6,768.00 HD Bolts - Template and installation (ABB to supply bolts) 1.00 No 12 $ 5.50 $ 66.00 Grout - 35mPa to top of stub 0.10 12 $ 7.00 $ 8.23 Greasing of HD Bolts (M36 X 8) 8.00 No 12 $ 5.00 $ 480.00 $ 21,947.28

3.4 33 kV Circuit BreakerExcavation in insitu material 1.23 9 $ 7.00 $ 77.40 Blinding - 20mPa (50mm thick) 0.14 9 $ 190.00 $ 233.42 Smooth Formwork (to be steel or sound timber) 2.04 9 $ 30.00 $ 550.80 Rough formwork (to be steel or sound timber) - 9 $ 25.00 $ - Concrete - 35mPa, 19mm Stone 1.64 9 $ 265.00 $ 3,906.63 25 x 25mm Chamfer to sides of column stub 6.80 m 9 $ 4.00 $ 244.80 Wood float top of concrete foundation 2.73 9 $ 5.00 $ 122.85 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO - 9 $ 7.00 $ - Stock pile insitu surplus material (for carting away) 1.23 9 $ 7.00 $ 77.49 Reinforcing - Supply & Fix only 103.00 kg 9 $ 3.00 $ 2,781.00 HD Bolts - Template and installation (ABB to supply bolts) 1.00 No 9 $ 5.50 $ 49.50 Grout - 35mPa to top of stub 0.14 9 $ 7.00 $ 8.60 Greasing of HD Bolts (M20 X 6) 6.00 No 9 $ 5.00 $ 270.00 $ 8,322.48

3.5 33 kV Current TransformerExcavation in insitu material 0.85 9 $ 7.00 $ 53.55 Blinding - 20mPa (50mm thick) 0.05 9 $ 190.00 $ 85.50 Smooth Formwork (to be steel or sound timber) 1.96 9 $ 30.00 $ 529.20 Rough formwork (to be steel or sound timber) 1.20 9 $ 25.00 $ 270.00

●Actual ground level

Costs for obligations, equipment or labour, although not specified, is required to complete the Contract in terms of the specification and Statutory RequirementsEstablishment of site camp and stores including site clearance for civil contractors own requirementsstandard tables,12 x chairs,1 x mini fridge, 2x cupboard with shelves and electrical plugs and lights)

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Remove all bushes, shrubs and trees and strip 300mm of topsoil to be stockpiled on site for later use. All material not used will be dumped at a site located by the employer

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Rate for overhaul per m3 of spoil for a distance greater than 10km - rate per km

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Backfill (fill) with insitu material and compact the ground surface in depths of 300mm compacting to 95% Mod AASHTO density

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Backfill with imported G5 material and compact the ground surface in depths of 300mm compacting to 95% Mod AASHTO density - Gravel Wearing course

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TESTS (shall be performed for each 500m3 of fill)

Density of soil in place of sandcone method for each second layer of "Backfilling and/or replacement of material and/or roadwork"

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Concrete - 35mPa, 19mm Stone 0.64 9 $ 265.00 $ 1,533.55 25 x 25mm Chamfer to sides of column stub 2.80 m 9 $ 4.00 $ 100.80 Wood float top of concrete foundation 0.49 9 $ 5.00 $ 22.05 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.26 9 $ 7.00 $ 16.38 Stock pile insitu surplus material (for carting away) 0.59 9 $ 7.00 $ 37.17 Reinforcing - Supply & Fix only 40.00 kg 9 $ 3.00 $ 1,080.00 HD Bolts - Template and installation (ABB to supply bolts) 1.00 No 9 $ 5.50 $ 49.50 Grout - 35mPa to top of stub 0.02 9 $ 7.00 $ 1.54 Greasing of HD Bolts (M20 X 4) 4.00 No 9 $ 5.00 $ 180.00 $ 3,959.25

3.6 33 kV Voltage TransformerExcavation in insitu material 0.85 6 $ 7.00 $ 35.70 Blinding - 20mPa (50mm thick) 0.05 6 $ 190.00 $ 57.00 Smooth Formwork (to be steel or sound timber) 1.96 6 $ 30.00 $ 352.80 Rough formwork (to be steel or sound timber) 1.20 6 $ 25.00 $ 180.00 Concrete - 35mPa, 19mm Stone 0.64 6 $ 265.00 $ 1,022.37 25 x 25mm Chamfer to sides of column stub 2.80 m 6 $ 4.00 $ 67.20 Wood float top of concrete foundation 0.49 6 $ 5.00 $ 14.70 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.26 6 $ 7.00 $ 10.92 Stock pile insitu surplus material (for carting away) 0.59 6 $ 7.00 $ 24.78 Reinforcing - Supply & Fix only 40.00 kg 6 $ 3.00 $ 720.00 HD Bolts - Template and installation (ABB to supply bolts) 1.00 No 6 $ 5.50 $ 33.00 Grout - 35mPa to top of stub 0.02 6 $ 7.00 $ 1.03 Greasing of HD Bolts (M20 X 4) 4.00 No 6 $ 5.00 $ 120.00 $ 2,639.50

3.7 33 kV Surge ArrestorExcavation in insitu material 0.85 9 $ 7.00 $ 53.55 Blinding - 20mPa (50mm thick) 0.05 9 $ 190.00 $ 85.50 Smooth Formwork (to be steel or sound timber) 1.96 9 $ 30.00 $ 529.20 Rough formwork (to be steel or sound timber) 1.20 9 $ 25.00 $ 270.00 Concrete - 35mPa, 19mm Stone 0.64 9 $ 265.00 $ 1,533.55 25 x 25mm Chamfer to sides of column stub 2.80 m 9 $ 4.00 $ 100.80 Wood float top of concrete foundation 0.49 9 $ 5.00 $ 22.05 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.26 9 $ 7.00 $ 16.38 Stock pile insitu surplus material (for carting away) 0.59 9 $ 7.00 $ 37.17 Reinforcing - Supply & Fix only 40.00 kg 9 $ 3.00 $ 1,080.00 HD Bolts - Template and installation (ABB to supply bolts) 1.00 No 9 $ 5.50 $ 49.50 Grout - 35mPa to top of stub 0.02 9 $ 7.00 $ 1.54 Greasing of HD Bolts (M20 X 4) 4.00 No 9 $ 5.00 $ 180.00 $ 3,959.25

3.8 33 kV DisconnetorExcavation in insitu material 1.78 5 $ 7.00 $ 62.18 Blinding - 20mPa (50mm thick) 0.10 5 $ 190.00 $ 99.27 Smooth Formwork (to be steel or sound timber) 3.36 5 $ 30.00 $ 504.00 Rough formwork (to be steel or sound timber) 1.80 5 $ 25.00 $ 225.00 Concrete - 35mPa, 19mm Stone 1.13 5 $ 265.00 $ 1,498.57 25 x 25mm Chamfer to sides of column stub 4.80 m 5 $ 4.00 $ 96.00 Wood float top of concrete foundation 0.72 5 $ 5.00 $ 18.00 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.68 5 $ 7.00 $ 23.97 Stock pile insitu surplus material (for carting away) 1.09 5 $ 7.00 $ 38.20 Reinforcing - Supply & Fix only 83.00 kg 5 $ 3.00 $ 1,245.00 HD Bolts - Template and installation (ABB to supply bolts) 1.00 No 5 $ 5.50 $ 27.50 Grout - 35mPa to top of stub 0.04 5 $ 7.00 $ 1.26 Greasing of HD Bolts (M24 X 4) 4.00 No 5 $ 5.00 $ 100.00 $ 3,938.96

3.9 33 kV High Post InsulatorExcavation in insitu material 4.28 3 $ 7.00 $ 89.96 Blinding - 20mPa (50mm thick) 0.25 3 $ 190.00 $ 143.64 Smooth Formwork (to be steel or sound timber) 3.92 3 $ 30.00 $ 352.80 Rough formwork (to be steel or sound timber) 3.00 3 $ 25.00 $ 225.00 Concrete - 30mPa, 19mm Stone 2.20 3 $ 265.00 $ 1,747.41 25 x 25mm Chamfer to sides of column stub 5.60 m 3 $ 4.00 $ 67.20 Wood float top of concrete foundation 0.98 3 $ 5.00 $ 14.70 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 2.03 3 $ 7.00 $ 42.63 Stock pile insitu surplus material (for carting away) 2.25 3 $ 7.00 $ 47.33 Reinforcing - Supply & Fix only 136.00 kg 3 $ 3.00 $ 1,224.00 HD Bolts - Template and installation (ABB to supply bolts) 2 No 3 $ 5.50 $ 33.00 Grout - 30mPa to top of stub 0.05 3 $ 7.00 $ 1.03 Greasing of HD Bolts (M24 X 8) 8 No 3 $ 5.00 $ 120.00 $ 4,108.71

4 Auxillary Transformer Excavation in insitu material 0.49 1 $ 7.00 $ 3.43 Blinding - 20mPa (50mm thick) 0.10 1 $ 190.00 $ 18.62 Smooth Formwork (to be steel or sound timber) 2.24 1 $ 30.00 $ 67.20 Rough formwork (to be steel or sound timber) 0 1 $ 25.00 $ - Concrete - 30mPa, 19mm Stone 0.78 1 $ 265.00 $ 207.76 25 x 25mm Chamfer to sides of column stub 5.6 m 1 $ 4.00 $ 22.40 Wood float top of concrete foundation 1.96 1 $ 5.00 $ 9.80 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.00 1 $ 7.00 $ - Stock pile insitu surplus material (for carting away) 0.49 1 $ 7.00 $ 3.43 Reinforcing - Supply & Fix only 3.92 1 $ 3.00 $ 11.76 HD Bolts - Template and installation (ABB to supply bolts) 1 No 1 $ 5.50 $ 5.50 Grout - 30mPa to top of stub 0.10 1 $ 7.00 $ 0.69 Greasing of HD Bolts 4 No 1 $ 5.00 $ 20.00 $ 370.59

4.1 Yard Marshalling KioskExcavation in insitu material 0.13 3 $ 7.00 $ 2.65 Blinding - 20mPa (50mm thick) 0.03 3 $ 190.00 $ 17.96 Smooth Formwork (to be steel or sound timber) 0.96 3 $ 30.00 $ 86.40 Rough formwork (to be steel or sound timber) 0 3 $ 25.00 $ - Concrete - 30mPa, 19mm Stone 0.19 3 $ 265.00 $ 150.26 25 x 25mm Chamfer to sides of column stub 3.20 m 3 $ 4.00 $ 38.40

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Wood float top of concrete foundation 0.63 3 $ 5.00 $ 9.45 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.00 3 $ 7.00 $ - Stock pile insitu surplus material (for carting away) 0.13 3 $ 7.00 $ 2.73 Reinforcing - Supply & Fix only 0 kg 3 $ 3.00 $ - HD Bolts - Template and installation (ABB to supply bolts) 0 No 3 $ 5.50 $ - Grout - 30mPa to top of stub 0.03 3 $ 7.00 $ 0.66 Greasing of HD Bolts 0 No 3 $ 5.00 $ - $ 308.50

3.90 Transformer Plinth 33/11kv 10MVA Excavations in insitu material:Strip excavations 8.32 1 $ 7.00 $ 58.21 Sump excavations 0.58 1 $ 7.00 $ 4.03 Plinth 7.35 1 $ 7.00 $ 51.45 Surface bed 9.07 1 $ 7.00 $ 63.50 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 4.54 1 $ 7.00 $ 31.75 Stock pile insitu surplus material (for carting away) 20.78 1 $ 7.00 $ 145.45 Blinding - 20mPa (50mm thick):Strip Footing concrete 0.76 1 $ 190.00 $ 143.64 Sump Concrete 0.03 1 $ 190.00 $ 6.08 Plinth 1.05 1 $ 190.00 $ 199.50 Surface bed 2.27 1 $ 190.00 $ 430.92 Concrete - 35mPa, 19mm Stone:Strip Footing concrete 3.02 1 $ 260.00 $ 786.24 Sump Concrete 0.33 1 $ 260.00 $ 85.02 Plinth 12.60 1 $ 260.00 $ 3,276.00 Surface bed 4.54 1 $ 260.00 $ 1,179.36 Part of the road 4.41 1 $ 260.00 Formwork:Smooth Formwork:Sump walls 2.24 1 $ 20.00 $ 44.80 Plinth 11.40 1 $ 20.00 $ 228.00 Rough Formwork:Strip footing 13.46 1 $ 20.00 $ 269.28 25 x 25mm Chamfer to sides of plinth 19 m 1 $ 20.00 $ 380.00 Concrete finish woodfloat:Surface bed 45.36 1 $ 8.00 $ 362.88 Plinth 21 1 $ 8.00 $ 168.00 Reinforcing (MESH ref 617):Surface bed 45.36 1 $ 8.00 $ 362.88 Plinth 42 1 $ 8.00 $ 336.00 Sundries:

45.36 1 $ 40.00 $ 1,814.40 75 to 100mm Diameter gravel to fill oil drain 4.54 1 $ 19.00 $ 86.18 Brickwork (including stairs) 31.28 1 $ 1.00 $ 31.28 Brickforce 120mm wide (every second layer) 125.12 1 $ 1.00 $ 125.12 Construction/expansion joints between concrete and brick 2.22 1 $ 100.00 $ 222.00 50 x 3 flat copper bend to suit connection on transformer points 8.00 m 1 $ 150.00 $ 1,200.00 One set of rails on tranformer plinth 20.10 m 1 $ 150.00 $ 3,015.00 Benching the inside of the sump with 20mm benching render 1 Item 1 $ 500.00 $ 500.00 Paint x 2 layers of bitumen to surface 50 1 $ 10.00 $ 500.00 $ 16,106.98

4.00 CONTROL BUILDING Excavations in insitu material:Strip foundation 46.38 $ 6.00 $ 278.28 Prepare and spary with an approved anti-termite control under building 119.88 $ 1.10 $ 131.87 Stock pile insitu surplus material (for carting away) 46.38 $ 6.00 $ 278.28 Formwork:Rough formwork (to be steel or sound timber) to sides of foundations 0.00 $ 25.00 $ -

Smooth formwork (to be steel or sound timber) to sides of beams 0.00 $ 33.00 $ -

Smooth formwork (to be steel or sound timber) to sides of columns 0.00 $ 33.00 $ - Concrete:Blinding - 20mPa (50mm thick) 0.00 $ 250.00 $ - Reinforced concrete - 30mPa, 19mm Stone to surface bed 9.03 $ 300.00 $ 2,708.86 Reinforced concrete - 30mPa, 19mm Stone to foundations 0.00 $ - $ - Reinforced concrete - 30mPa, 19mm Stone to columns 0 $ 300.00 $ - Reinforced concrete - 30mPa, 19mm Stone to beams 0.00 $ 300.00 $ - Prestressed fabricated concrete lintels: In lengths not exceeding 3m 23.00 m $ 15.00 $ 345.00 Reinforcing:Reinforcing mesh ref. 395 119.88 $ 9.00 $ 1,078.92 Reinforcing - Supply & Fix only 270 kg $ 2.50 $ 675.00

0.00 $ 35.00 $ -

200mm Thick blockwork 163.96 $ 21.00 Brickforce 120mm wide (every second layer) 200 $ 3.00 $ 600.00 DPC (Damp proof course) 14.64 $ 1.00 $ 14.64 DPM (Damp proof membrame) 119.88 $ 1.20 $ 143.86 Wood float top of concrete 119.88 $ 5.00 $ 599.40 Floor Finishes:

78.85 $ 10.00 $ 788.50 Glazed non-slip fully vitrified ceramic tiles - rest room, toilets, kitchen, messroom 21 $ 40.00 $ 830.24 Heavy duty PVC sheeting - offices 6.48 $ 20.00 $ 129.60

23.28 $ 50.00 $ 1,163.97 Acid resistant ceramic tiles - battery rooms 24.82 $ 100.00 $ 2,481.53 Heavy duty PVC sheeting on false floor - control room, relay rooms, electrical equipment 137.46 $ 40.00 $ 5,498.41 Carborundum - A/C plant rooms 15.00 $ 40.00 $ 600.00 Heavy duty PVC / rubber backed tiles - instrument/electrical workrooms 15.00 $ 10.00 $ 150.00 Carborundum and non-slip 3 mm self leveling epoxy screed - basements 15.00 $ 60.00 $ 900.00

36.11 $ 100.00 $ 3,611.36 Dust-proof hard-wearing epoxy coating - transformer pits 80.40 $ 40.00 $ 3,216.13 6mm Thick checkered plate over internal trench complete 30.4 $ 30.00 $ 912.00 600 x 500mm deep internal concrete trench. Trench walls and bottom to be 100mm thick 38 m $ -

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Sump frame - 30 x 30 x 5Lg cast in and galvanised. 25 x 5mm flat x 100Lg fishtail lugs weld to angle (5mm fillet) at 500mm c/c. To fit in the open grid which is 1600mm wide

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Cavity wall - inner skin to be hollow blockwork with insulation and outer skin to be clay brickwork m2

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Epoxy screed (trowel applied minimum 5 mm thick) and epoxy seal coat - switchgear and battery charger rooms

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9 mm Non-slip fully vitrified ceramic tiles (floor tiles with epoxy grout) - corridors, stairs, landings

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3 mm Self leveling epoxy screed with non-slip granule finish - stores workshop, mechanical work room and store room m2

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Supply, lay, joint and bed 160mm Diameter PVC pipe 10 m $ 6.00 $ 60.00 Skirtings:Heavy duty PVC sheet - to painted walls 122.18 m $ 40.00 $ 4,887.20 Internal Wall Finishes:Plaster to brickwork and concrete 638.4 $ 10.00 $ 6,384.00

Fair face blockwork,cement wash, paint - storage and workshop 100.05 $ 5.00 $ 500.25

Glazed ceramic tiles 2.3m high, plaster and paint - kitchen, messroom 104.78 $ 60.00 $ 6,286.80

Acid/lye resistant tiles 1.2m high - battery room 23.28 $ 100.00 $ 2,328.00 Paint brickwork and concrete (weatherproof) 523.75 $ 4.00 $ 2,095.00 External Wall Finish:Paint on plaster (weatherproof) 231.37 $ 7.00 $ 1,619.59 Aluminium Frames:Windows: $ - Type W1: 2700 x 1090mm Frame including 4mm double glaze complete 8 No $ 890.00 $ 7,120.00 Type W2: 900 x 900mm Frame including 4mm double glaze complete 5 No $ 265.00 $ 1,325.00 Doors: $ - Single $ -

2 No $ 100.00 $ 200.00 Double

2 No $ 150.00 $ 300.00 4 No $ 150.00 $ 600.00

Steel:Doors:Single

6 No $ 100.00 $ 600.00 Double

3 No $ 150.00 $ 450.00 Furniture:

Desks (size 1500 x 700mm with drawers) 2 No $ 480.00 $ 960.00 Tables (size 2000 x 1000mm) 2 No $ 480.00 $ 960.00 Swivel chairs 4 No $ 265.00 $ 1,060.00 Visitors' chairs (to be plastic) 2 No $ 550.00 $ 1,100.00 Cupboards (two door cupboard with dividing shelves ) 2 No $ 1,700.00 $ 3,400.00 Airconditioner central unit in control building 1 Item $ 15.00 $ 15.00 Allow one double door cupboard with shelves underneath sink for kitchen 8 No $ 612.00 $ 4,896.00 Two plate electric cooker 1 Item $ 130.00 $ 130.00 Roof:

237.49 $ 20.00 $ 4,749.84 9 No $ 288.00 $ 2,592.00

225 x 15mm ABS cement barge board 29.31 m $ -

58.36 m $ 100.00 $ 5,836.00

Pre-painted aluminium 100 x100mm down pipes, including holderbats, brackets etc 16 m $ 100.00 $ 1,600.00

Ceiling:282.00 $ 15.00 $ 4,229.94

Supply and install approved roof insulation 282.00 $ 20.00 External steel ladder with safety cage to access roof 1.00 Item $ 120.00 $ 120.00 Plumbing:WC with all necessary connections, fittings and piping complete and toilet paper holder 2 No $ 190.00 $ 380.00 Urinal with all necessary connections, fittings and piping complete 1 No $ 145.00 $ 145.00

2 No $ 100.00 $ 200.00 Sink with all necessary connections, fittings, gulley and piping complete 1 No $ 120.00 $ 120.00 Shower with all necessary connections, fittings and piping complete 2 No $ 50.00 $ 100.00 Extras

5 No $ 260.00 $ 1,300.00

Supply and install fire alarm 2 No $ 650.00 $ 1,300.00 $ 112,775.96

4.01 Guard HouseExcavations in insitu material:Strip foundation 3.84 $ 6.00 $ 23.04 Prepare and spary with an approved anti-termite control under building 16.00 $ 1.10 $ 17.60 Stock pile insitu surplus material (for carting away) 3.84 $ 6.00 $ 23.04 Formwork:Rough formwork (to be steel or sound timber) to sides of foundations 0.00 $ 25.00 $ -

Smooth formwork (to be steel or sound timber) to sides of beams 0.00 $ 33.00 $ -

Smooth of sides of columns (to be steel or sound timber) 0.00 $ 33.00 $ - Concrete:Blinding - 20mPa (50mm thick) 1.40 $ 250.00 $ 350.33 Reinforced concrete - 30mPa, 19mm Stone to foundations 4.51 $ 300.00 $ 1,352.02 Reinforced concrete - 30mPa, 19mm Stone to surface bed 5.61 $ 300.00 $ 1,681.59 Reinforced concrete - 30mPa, 19mm Stone to columns 0 $ 300.00 $ -

Reinforced concrete - 30mPa, 19mm Stone to beams 0.00 $ 300.00 $ - Prestressed fabricated concrete lintels: In lengths not exceeding 3m 10.26 m $ 15.00 $ 153.90 Reinforcing:Reinforcing mesh ref. 395 28.03 $ 9.00 $ 252.24 Reinforcing - Supply & Fix only 270 kg $ 2.50 $ 675.00

51.44 $ 35.00 $ 1,800.55

200mm thick block work 13.19 $ 21.00 $ 276.95 Brickforce 120mm wide (every second layer) 329 m $ 3.00 $ 987.00 DPC (Damp proof course) 3.76 $ 1.00 $ 3.76 DPM (Damp proof membrame) 28.03 $ 1.20 $ 33.63 Wood float top of concrete 28.03 $ 5.00 $ 140.13 Floor Finishes:Glazed non-slip fully vitrified ceramic tiles - bedroom, toilets, checking room 18 $ 40.00 $ 730.90 Skirtings:Heavy duty PVC sheet - to painted walls 18.15 m $ 40.00 $ 726.00 Internal Wall Finishes:Plaster to brickwork and concrete 70.71 $ 10.00 $ 707.06

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Type D3: 885 x 2500mm Frame and steel doors door including all stainless steel ironmongery complete (external)

Type D1: 1750 x 2500mm Frame and steel door including all stainless steel ironmongery complete (external)Type D2: 1750 x 2500mm Frame and steel door including all stainless steel ironmongery complete (external)

Type D4: 885 x 2100mm Frame and timber doors door including all ironmongery complete (internal)

Type D2: 1750 x 2500mm Frame and steel door including all ironmongery complete (internal)

Corrugated approved roof sheeting - 0.6mm gauge to be fitted inculding all necessary fittings complete

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Welded roof trusses of 30 degrees angle rafters, tie beams, rails, struts, braces, cleats, purlins, etc and flat bearer, gusset and connection plates, bolted to steel with an overall

Pre-painted aluminium 150 x 150mm box gutters including necessary collared and sealed expansion joints

Suspended ceiling champered and grooved acoustic panels on concealed suspension grid including hangers etc m2

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Basin with all necessary connections, fittings and piping complete with soap dispenser and mirror

Supply and install fire 9kg CO2 extinguisher with sign

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Cavity wall - inner skin to be hollow blockwork with insulation and outer skin to be clay brickwork m2

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Paint on plaster (weatherproof) 57.80 $ 10.00 $ 578.03

Glazed ceramic tiles 2.3m high, plaster and paint - kitchen, messroom 12.90 $ 40.00 $ 516.12 External Wall Finish:Paint on plaster (weatherproof) 46.21 $ 5.00 $ 231.06 Aluminium Frames:Windows:Type W1: 1860 x 1090mm Frame including 4mm double glaze complete 2 No $ 560.00 $ 1,120.00 Type W2: 900 x 900mm including Frame 4mm double glaze complete 1 No $ 265.00 $ 265.00 Doors:Single

2 No $ 100.00 $ 200.00 Steel Frames:Doors:Single

2 No $ 100.00 $ 200.00 Roof: $ -

40.01 $ 20.00 $ 800.28 3 No $ 288.00 $ 864.00

11.40 m $ 10.00 $ 114.00 Pre-painted aluminium 100 x100mm down pipes, including holderbats, brackets etc 16 m $ 10.00 $ 160.00 225 x 15mm ABS cement barge board 14 m $ - Ceiling: $ -

20.21 $ 15.00 $ 303.08 Supply and install approved roof insulation 20.21 $ 20.00 $ 404.20 Supply and install 12 000 BTU airconditioner 1.00 Item $ 450.00 $ 450.00 Plumbing: $ - WC with all necessary connections, fittings and piping complete and toilet paper holder 1 No $ 190.00 $ 190.00

1 No $ 100.00 $ 100.00 Extras $ -

1 No $ 260.00 $ 260.00 Supply and install fire alarm 1 No $ 650.00 $ 650.00 $ 17,340.49

4 EARTH MAT 4.1 Excavate 300mm (width) x 1000mm (depth) for earth grids 150 $ 7.00 $ 1,050.00 4.2 150 $ 7.00 $ 1,050.00 $ 2,100.00

5 CABLE TRENCH (refer to drawing no. ZZZ 824-200)5.1 20 m $ 10.00 $ 200.00 5.2 Concrete trench cover for 1200mm wide trench (with maximal weight of 50 kg each) 67 No $ 60.00 $ 4,000.00 5.3 65 m $ 10.00 $ 650.00 5.4 Concrete trench cover for 500mm wide trench (with maximal weight of 50 kg each) 141 No $ 60.00 $ 8,460.00 $ 13,310.00

6 DRAINAGE6.1 53 m $ 100.00 $ 5,300.00 6.2 2 No $ 265.00 $ 530.00 6.3 1 No $ 1,800.00 $ 1,800.00 6.4 1 No $ 1,100.00 $ 1,100.00 6.5 1 No $ 100.00 $ 100.00 6.6 2 m $ 15.00 $ 30.00 6.7 25 m $ 18.00 $ 450.00 6.8 Supply, lay, joint and bed 110mm Diameter PVC pipe including necessary bends and tees 20 m $ 4.00 $ 80.00

6.10 50 m $ 100.00 $ 5,000.00 $ 14,390.00 7 WATER SUPPLY

7.1 1 Item $ 6,000.00 $ 6,000.00 7.2 1 Item $ 5,000.00 $ 5,000.00

Hot water dispenser capacity 80L 1 Item7.3 50mm Diameter PVC pipe 25 m $ 2.00 $ 50.00 7.4 25mm Diameter PVC pipe 20 m $ 0.50 $ 10.00 7.5 15mm Diameter PVC pipe 15 m $ 0.50 $ 7.50

$ 11,067.50 8 ROAD - ACCESS AND INTERNAL

8.1 Access roadExcavation in insitu material 4500 $ 7.00 $ 31,500.00

Sub-Base of G5 material compacted to 98% MOD AASHTO 2250 $ 25.00 $ 56,250.00

Wet-mix road base of G6 material Compacted to 98% MOD AASHTO 0.00 $ 20.00 $ -

40mm Thick wearing course of bitumen macadam grade 60/70 penetration 0 $ 19.00 $ - $ 87,750.00

8.2 Internal roadExcavation in insitu material 48 $ 7.00 $ 336.00

Sub-Base of G5 material compacted to 98% MOD AASHTO 24 $ 25.00 $ 600.00

Gravel wearing course G6 material Compacted to 98% MOD AASHTO 24.00 $ 20.00 $ 480.00

40mm Thick wearing course of bitumen macadam grade 60/70 penetration 0 $ 19.00 $ - 8.3 2 No $ 1,000.00 $ 2,000.00 8.4 5 No $ 30.00 $ 150.00 8.5 110 $ 500.00 $ 55,000.00 8.6 2 No $ 350.00 $ 700.00 8.7 Kerbing including bends and end pieces 34.00 m $ 2.00 $ 68.00 8.8

Stop sign 0 Item $ 10.00 $ - Yield sign 0 Item $ 10.00 $ - Painting of parking lines 0 m $ 2.00 $ -

$ 59,334.00 5.2 YARD WORKS9.1 Palisade Fence Complete 200 m 200.00 $ 40,000.00 9.2 60 m 200.00 $ 12,000.00 9.3 1m Wide pedestrian gate with a frame height that matches the fence 1 No 100.00 $ 100.00 9.4 Prepare and comply with an approved weed control and spread over substation 2,500.00 1.00 $ 2,500.00 9.5 120.00 15.00 $ 1,800.00 9.6 Construct a fire equipment brickwork kiosk 1.00 Item 1,000.00 $ 1,000.00 9.7 2.50 1,000.00 $ 2,500.00 $ 59,900.00

Subtotal $ 589,882.37 Vat 16%Final Total $ 589,882.37

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Type D3: 885 x 2100mm Frame and steel door including stainless steel ironmongery complete (external)

Type D3: 885 x 2100mm Frame and timber door including all ironmongery complete (internal)

Corrugated approved roof sheeting - 0.6mm gauge to be fitted including all necessary fittings complete

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Welded roof trusses of 30 degrees angle rafters, tie beams, rails, struts, braces, cleats, purlins, etc and flat bearer, gusset and connection plates, bolted to steel with an oveall lenghth of 4.2m and height of 1.76m (There are 3 trusses)Pre-painted aluminium 150 x 150mm box gutters including necessary collared and sealed expansion joints

Suspended ceiling champered and grooved acoustic panels on concealed suspension grid including hangers etc m2

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Basin with all necessary connections, fittings and piping complete with soap dispenser and mirror

Supply and install fire 9kg CO2 extinguisher with sign

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Backfilling to earthing grid and compact the ground surface in depths of 300mm compacting to 95% Mod AASHTO density m3

The excavation in insitu material for construction of 1200mm wide x 500mm deep cast insitu reinforced concrete trenches including bends and junctions to include 100mm diameter PVC drain pipe at 4m centres at the bottom of the trenchThe excavation in insitu material for construction of 500mm wide x 500mm deep cast insitu reinforced concrete trenches including bends and junctions to include 100mm

backfill with 50 to 75mm diameter stone, including excavation, temporary support of sides, keeping excavations dry, complete (refer to drawing no. ZZZ 824-200)Construct cast insitu concrete manhole with lid and including excavation in insitu material, temporary support of sides, keeping excavations dry, complete (refer to Construct cast insitu septic tank overall size 2500 X 1500 X 1500mm with lid and including excavation, temporary support of sides, keeping excavations dry, complete Construct cast insitu soak pit overall size 2000 x 2000 x 1000mm hole to be filled with 100 to 150mm rock, including excavtion and backfilling (refer to drawing no. ZZZ 824-Headwall - concrete to fit 450mm diameter concrete pipe (refer to drawing no. ZZZ 824-200)Supply, lay, joint and bed 300mm diameter class 50D spigot and socket ended concrete sewer pipes including necessary bends and tees from transformer to oil/ water separatorSupply, lay, joint and bed 450mm diameter class 50D spigot and socket ended concrete sewer pipes including necessary bends and tees

Construct concerte v-drain with a top width of 800mm and bottom width of 100mm including excavation, temporary support of sides, keeping excavations dry, complete

Supply and install 2000L conservancy tank to Control Building above ground including excavation,backfilling, pipework and fittings to sit on a concrete foundation complete (refer to drawing no. ZZZ 824-208 & ZZZ 824 - 205)Supply and install Borehole including a motor pump that will be controlled by water level controlled switch in the smaller tank

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Insitu reinforced concrete ramps to be constructed at the end of the internal road to about 6000mm wideRoad crossing over 5m wide road for cable trench.Precast concrete culvet (size 1200 x 900 x 600mm and the internal walls to be 100mm thick)Segmented paving - Supply and lay 80 mm interlocking concrete pavers including 50 mm sand bed (max 30 mm); edge restraint and cutting of units where required: Strength: 25 Mpa

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Insitu reinforced concrete ramps to be constructed in front of control building doors to be about 1800mm wide

Road markings:

The complete, supply and installation of a security fence, including earthing of all metal parts, gates etc. 2m High diamond mesh plastic coated galvanised steel wire and 300mmflat wrap razor wire on the overhang fence and consists of a vertical post with 45 degree inclination at the apex, fence to be fixed on a ring-beam foundation m2

Supply and application of 76mm stone, 100mm deep, to one meter beyond fences, including levelling and rolling to compact the stone layer.

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Landscaping - Planting of medium-high growing plants and grass (Subject to approval of Employer)

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15 Installation of Civil works : Totals in $ (a) Preparation of the construction area $ 17,813.25 (b) Foundations for three phase 33 kV circuit breakers $ 8,322.48 (c ) Foundations for three phase 33 kV disconnector with/without earthing switch $ 3,938.96 (d) Foundations for single phase 33 kV current transformers $ 3,959.25 (e ) Foundations for single phase 33 kV voltage transformers $ 2,639.50 (f) Foundations for single phase 33 kV lightning arrestors $ 3,959.25 (g) Foundations for single phase 33 kV post insulators $ 4,108.71 (h) Foundations for 33 kV gantries and Bus Structures $ 21,947.28 (i) Foundations for single phase 11 kV lightning arrestors $ 3,959.25 (j) Cable channels incl. cover plates $ 1,707.28 (k) Earth works for earthing system $ 274.00 (l) Transformer foundation incl. oil catching pit $ 33,591.16

(m) Foundations for fencing and gate $ 40,000.00 (n) Fence and gate $ 12,100.00 (o) Earth works for lighting system $ 1,778.28 (p) Substation Bulk Earthworks (substation Platform Preparation and drainage) $ 30,883.17 (q) Construction of the substation building (Complete) $ 144,987.72 (r ) Finishing work (including paving, stoning of Platform, water reticulation etc.) $ 7,800.00 (s) $ 1,604.70

(t) Piping system (water, drainage, etc.) to and inside the building $ - (u) Sewage system $ 390.00 (v) Roads to and inside the substation area $ 27,700.00 (w) Other necessary associated works for complete functioning. ( Guardhouse ), Auxillary Transfromer , Marshall Kiosk ) + PG $ 216,418.14

Subtotal Kauma Substation Equipment / Civil Works $ 589,882.37

Technical installation inside and on the building incl. earthing and lightning protection, air-conditioning, heating, lighting, power and telephone sockets, toilet, kitchen, locking system, etc.

NEW KAUMA - 66/11kV Substation

No. Description Quantity Unit Number Rate Total 1 P & G's

1.1 Geotechnical report (bore logs, trial pits, sounding logs) and to include:

1 Item 1 $ 1,966.67 $ 1,966.67

●Description and limits of various soil layers●Sample taken●SPT results●Water levels●Depth of borehole/pit/sounding

1.2 Topographic survey (10 meter grids and 0.5 meter vertical intervals):1 Item 1 $ 200.00 $ 200.00 ●Obtain topographic survey maps

●Ensure position and elevation of all works are correct1.3 1 Item 1 $ 50.00 $ 50.00 1.4 1 Item 1 $ 1,000.00 $ 1,000.00 1.5 1 Item 1 $ 30,000.00 $ 30,000.00 1.6 Temporary latrines and sanitary (allowed 1x for ABB office) 2 month 13 $ 750.00 $ 19,500.00 1.7 Temporary fence around site establishment 1 Item 1 $ 8,000.00 $ 8,000.00

1.10 Temporary gate 2 Item 1 $ 200.00 $ 400.00 1.11 Temporary water connection 1 Item 1 $ 500.00 $ 500.00 1.12 Temporary electricity connection/generator (20kVA) 1 Item 1 $ 500.00 $ 500.00 1.13 Water usage 1 Month 13 $ 500.00 $ 6,500.00 1.14 Electricity/petrol or diesel 1 Month 13 $ 1,000.00 $ 13,000.00 1.15 Tempoary site sign board 1 Item 1 $ 500.00 $ 500.00 1.16 Supervision & Labour 1 Month 13 $ 1,000.00 $ 13,000.00 1.17 Health and Saftey - safety signs and PPE according to ABB specifications 1 Item 1 $ - 1.18 Security guard (allow 1x person for day watch and 1 x person for night watch) 2 Month 13 $ 150.00 $ 3,900.00 1.19 De-establishment of site camp and stores 1 Item 1 $ 1,000.00 $ 1,000.00

$ 100,016.67 2 SITE WORKS - PLATFORM

2.1 3,600.00 $ 0.80 $ 2,880.00 2.2 Rate for overhaul per m3 of spoil for a distance greater than 10km - rate per km 1.00 Km $ 20.00 $ 20.00 2.3 Bulk excavations (cut) in insitu material 270.00 $ 7.00 2.4 Extra over bulk excavations in clay and black cotton 27.00 $ 7.00 $ 189.00 2.5 Extra bulk excavations in intermediate material 27.00 $ 8.00 $ 216.00 2.6 Extra over bulk excavations in hard rock 13.50 $ 20.00 $ 270.00 2.7 Level and compact final cut layer to 95% Mod AASHTO 1,800.00 2.8 200.00 $ 7.00 $ 1,400.00 2.9 27.00 $ 20.00 $ 540.00

540.00 $ 7.00 $ 3,780.00 $ 9,295.00

3Analyzing the ingredients of the water used for performance of the work 1 Test $ 200.00 $ 200.00 Gravity of soil 3 Test $ 200.00 $ 600.00 Bearing capacity of soil for static load 1 Test $ 200.00 $ 200.00 Brain size analysis of soils, if "Replacement of Material" is required 3 Test $ 200.00 $ 600.00

3 Test $ 200.00 $ 600.00 Cement 2 Test $ 100.00 $ 200.00 Aggregate 2 Test $ 100.00 $ 200.00 Sand 2 Test $ 100.00 $ 200.00 Fillers 2 Test $ 100.00 $ 200.00 Concrete cubes 3 Test $ 200.00 $ 600.00

3.1 Keeping all foundations free of water 1 Item $ 100.00 $ 100.00 3.2 Risk of collapse to sides of all excavations 1 Item $ 100.00 $ 100.00 $ 3,800.00

3.3 66 kV GantryExcavation in insitu material 8.83 12 $ 7.00 $ 741.76 Blinding - 20mPa (50mm thick) 0.42 12 $ 190.00 $ 958.74 Smooth Formwork (to be steel or sound timber) 5.04 12 $ 30.00 $ 1,814.40 Rough formwork (to be steel or sound timber) 3.48 12 $ 25.00 $ 1,044.00 Concrete - 35mPa, 19mm Stone 4.29 12 $ 265.00 $ 13,632.66 25 x 25mm Chamfer to sides of column stub 5.60 m 12 $ 4.00 $ 268.80 Wood float top of concrete foundation 1.96 12 $ 5.00 $ 117.60 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 4.52 12 $ 7.00 $ 379.72 Stock pile insitu surplus material (for carting away) 4.31 12 $ 7.00 $ 362.04 Reinforcing - Supply & Fix only 233.00 kg 12 $ 3.00 $ 8,388.00 HD Bolts - Template and installation (ABB to supply bolts) 1 No 12 $ 5.50 $ 66.00 Grout - 30mPa to top of stub 0.10 12 $ 7.00 $ 8.23 Greasing of HD Bolts (M36 X 8) 8 No 12 $ 5.00 $ 480.00 $ 28,261.96

3.4 66 kV IsolatorExcavation in insitu material 6.50 5 $ 7.00 $ 227.41 Blinding - 20mPa (50mm thick) 0.38 5 $ 190.00 $ 363.09 Smooth Formwork (to be steel or sound timber) 10.08 5 $ 30.00 $ 1,512.00 Rough formwork (to be steel or sound timber) 3.44 5 $ 25.00 $ 430.50 Concrete - 35mPa, 19mm Stone 3.81 5 $ 265.00 $ 5,041.89 25 x 25mm Chamfer to sides of column stub 14.4 m 5 $ 4.00 $ 288.00 Wood float top of concrete foundation 2.16 5 $ 5.00 $ 54.00 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 2.74 5 $ 7.00 $ 95.81 Stock pile insitu surplus material (for carting away) 3.76 5 $ 7.00 $ 131.60 Reinforcing - Supply & Fix only 210 kg 5 $ 3.00 $ 3,150.00 HD Bolts - Template and installation (ABB to supply bolts) 1 No 5 $ 5.50 $ 27.50 Grout - 30mPa to top of stub 0.11 5 $ 7.00 $ 3.78 Greasing of HD Bolts (M20 X 4) 24 No 5 $ 5.00 $ 600.00 $ 11,925.58

3.5 66 kV Circuit BreakerExcavation in insitu material 2.43 3 $ 7.00 $ 51.05 Blinding - 20mPa (50mm thick) 0.14 3 $ 190.00 $ 81.51

●Actual ground level

Costs for obligations, equipment or labour, although not specified, is required to complete the Contract in terms of the specification and Statutory RequirementsEstablishment of site camp and stores including site clearance for civil contractors own requirementsAllow 1 x office and 1 x boardroom for ABB (containers to include 2 x aircondtioners, 2x standard tables,12 x chairs,1 x mini fridge, 2x cupboard with shelves and electrical plugs and lights)

Remove all bushes, shrubs and trees and strip 300mm of topsoil to be stockpiled on site for later use. All material not used will be dumped at a site located by the employer within 10km from

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Backfill (fill) with insitu material and compact the ground surface in depths of 300mm compacting to 95% Mod AASHTO density

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Backfill with imported G6 material and compact the ground surface in depths of 300mm compacting to 95% Mod AASHTO density

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TESTS (shall be performed for each 500m3 of fill)

Density of soil in place of sandcone method for each second layer of "Backfilling and/or replacement of material and/or roadwork"

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Smooth Formwork (to be steel or sound timber) 3.92 3 $ 30.00 $ 352.80 Rough formwork (to be steel or sound timber) 3.78 3 $ 25.00 $ 283.50 Concrete - 30mPa, 19mm Stone 1.54 3 $ 265.00 $ 1,227.48 25 x 25mm Chamfer to sides of column stub 5.60 m 3 $ 4.00 $ 67.20 Wood float top of concrete foundation 0.98 3 $ 5.00 $ 14.70 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.74 3 $ 7.00 $ 15.62 Stock pile insitu surplus material (for carting away) 1.69 3 $ 7.00 $ 35.43 Reinforcing - Supply & Fix only 86.00 kg 3 $ 3.00 $ 774.00 HD Bolts - Template and installation (ABB to supply bolts) 1 No 3 $ 5.50 $ 16.50 Grout - 30mPa to top of stub 0.05 3 $ 7.00 $ 1.03 Greasing of HD Bolts (M24 X 8) 8 No 3 $ 5.00 $ 120.00 $ 3,040.82

3.6 66 kV Current TransformerExcavation in insitu material 1.67 9 $ 7.00 $ 104.96 Blinding - 20mPa (50mm thick) 0.10 9 $ 190.00 $ 167.58 Smooth Formwork (to be steel or sound timber) 1.96 9 $ 30.00 $ 529.20 Rough formwork (to be steel or sound timber) 1.68 9 $ 25.00 $ 378.00 Concrete - 30mPa, 19mm Stone 0.93 9 $ 265.00 $ 2,220.43 25 x 25mm Chamfer to sides of column stub 2.80 m 9 $ 4.00 $ 100.80 Wood float top of concrete foundation 0.49 9 $ 5.00 $ 22.05 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.64 9 $ 7.00 $ 40.13 Stock pile insitu surplus material (for carting away) 1.03 9 $ 7.00 $ 64.83 Reinforcing - Supply & Fix only 58.00 kg 9 $ 3.00 $ 1,566.00 HD Bolts - Template and installation (ABB to supply bolts) 1 No 9 $ 5.50 $ 49.50 Grout - 30mPa to top of stub 0.02 9 $ 7.00 $ 1.54 Greasing of HD Bolts (M20 X 4) 4 No 9 $ 5.00 $ 180.00 $ 5,425.02

3.7 66 kV Voltage TransformerExcavation in insitu material 1.67 9 $ 7.00 $ 104.96 Blinding - 20mPa (50mm thick) 0.10 9 $ 190.00 $ 167.58 Smooth Formwork (to be steel or sound timber) 1.96 9 $ 30.00 $ 529.20 Rough formwork (to be steel or sound timber) 1.68 9 $ 25.00 $ 378.00 Concrete - 30mPa, 19mm Stone 0.93 9 $ 265.00 $ 2,220.43 25 x 25mm Chamfer to sides of column stub 2.80 m 9 $ 4.00 $ 100.80 Wood float top of concrete foundation 0.49 9 $ 5.00 $ 22.05 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.64 9 $ 7.00 $ 40.13 Stock pile insitu surplus material (for carting away) 1.03 9 $ 7.00 $ 64.83 Reinforcing - Supply & Fix only 58.00 kg 9 $ 3.00 $ 1,566.00 HD Bolts - Template and installation (ABB to supply bolts) 1 No 9 $ 5.50 $ 49.50 Grout - 30mPa to top of stub 0.02 9 $ 7.00 $ 1.54 Greasing of HD Bolts (M20 X 4) 4 No 9 $ 5.00 $ 180.00 $ 5,425.02

3.8 66 kV Surge ArrestorExcavation in insitu material 1.67 12 $ 7.00 $ 139.94 Blinding - 20mPa (50mm thick) 0.10 12 $ 190.00 $ 223.44 Smooth Formwork (to be steel or sound timber) 1.96 12 $ 30.00 $ 705.60 Rough formwork (to be steel or sound timber) 1.68 12 $ 25.00 $ 504.00 Concrete - 30mPa, 19mm Stone 0.93 12 $ 265.00 $ 2,960.58 25 x 25mm Chamfer to sides of column stub 2.80 m 12 $ 4.00 $ 134.40 Wood float top of concrete foundation 0.49 12 $ 5.00 $ 29.40 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.64 12 $ 7.00 $ 53.51 Stock pile insitu surplus material (for carting away) 1.03 12 $ 7.00 $ 86.44 Reinforcing - Supply & Fix only 58.00 kg 12 $ 3.00 $ 2,088.00 HD Bolts - Template and installation (ABB to supply bolts) 1 No 12 $ 5.50 $ 66.00 Grout - 30mPa to top of stub 0.02 12 $ 7.00 $ 2.06 Greasing of HD Bolts (M20 X 4) 4 No 12 $ 5.00 $ 240.00 $ 7,233.37

3.9 66 kV High Post InsulatorExcavation in insitu material 4.28 3 $ 7.00 $ 89.96 Blinding - 20mPa (50mm thick) 0.25 3 $ 190.00 $ 143.64 Smooth Formwork (to be steel or sound timber) 3.92 3 $ 30.00 $ 352.80 Rough formwork (to be steel or sound timber) 3.00 3 $ 25.00 $ 225.00 Concrete - 30mPa, 19mm Stone 2.20 3 $ 265.00 $ 1,747.41 25 x 25mm Chamfer to sides of column stub 5.60 m 3 $ 4.00 $ 67.20 Wood float top of concrete foundation 0.98 3 $ 5.00 $ 14.70 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 2.03 3 $ 7.00 $ 42.63 Stock pile insitu surplus material (for carting away) 2.25 3 $ 7.00 $ 47.33 Reinforcing - Supply & Fix only 136.00 kg 3 $ 3.00 $ 1,224.00 HD Bolts - Template and installation (ABB to supply bolts) 2 No 3 $ 5.50 $ 33.00 Grout - 30mPa to top of stub 0.05 3 $ 7.00 $ 1.03 Greasing of HD Bolts (M24 X 8) 8 No 3 $ 5.00 $ 120.00 $ 4,108.71

4 Auxillary Transformer Excavation in insitu material 0.49 1 $ 7.00 $ 3.43 Blinding - 20mPa (50mm thick) 0.10 1 $ 190.00 $ 18.62 Smooth Formwork (to be steel or sound timber) 2.24 1 $ 30.00 $ 67.20 Rough formwork (to be steel or sound timber) 0 1 $ 25.00 $ - Concrete - 30mPa, 19mm Stone 0.78 1 $ 265.00 $ 207.76 25 x 25mm Chamfer to sides of column stub 5.6 m 1 $ 4.00 $ 22.40 Wood float top of concrete foundation 1.96 1 $ 5.00 $ 9.80 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.00 1 $ 7.00 $ - Stock pile insitu surplus material (for carting away) 0.49 1 $ 7.00 $ 3.43 Reinforcing - Supply & Fix only 3.92 1 $ 3.00 $ 11.76 HD Bolts - Template and installation (ABB to supply bolts) 1 No 1 $ 5.50 $ 5.50 Grout - 30mPa to top of stub 0.10 1 $ 7.00 $ 0.69 Greasing of HD Bolts 4 No 1 $ 5.00 $ 20.00 $ 370.59

4.1 Yard Marshalling KioskExcavation in insitu material 0.13 4 $ 7.00 $ 3.53

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Blinding - 20mPa (50mm thick) 0.03 4 $ 190.00 $ 23.94 Smooth Formwork (to be steel or sound timber) 0.96 4 $ 30.00 $ 115.20 Rough formwork (to be steel or sound timber) 0 4 $ 25.00 $ - Concrete - 30mPa, 19mm Stone 0.19 4 $ 265.00 $ 200.34 25 x 25mm Chamfer to sides of column stub 3.20 m 4 $ 4.00 $ 51.20 Wood float top of concrete foundation 0.63 4 $ 5.00 $ 12.60 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 0.00 4 $ 7.00 $ - Stock pile insitu surplus material (for carting away) 0.13 4 $ 7.00 $ 3.64 Reinforcing - Supply & Fix only 0 kg 4 $ 3.00 $ - HD Bolts - Template and installation (ABB to supply bolts) 0 No 4 $ 5.50 $ - Grout - 30mPa to top of stub 0.03 4 $ 7.00 $ 0.88 Greasing of HD Bolts 0 No 4 $ 5.00 $ - $ 411.33

4.2 Transformer Plinth 15mva - 66 / 11kV Excavations in insitu material:Strip excavations 6.01 $ 7.00 $ 42.07 Sump excavations 0.58 $ 7.00 $ 4.03 Plinth 2.94 $ 7.00 $ 20.58 Surface bed 4.39 $ 7.00 $ 30.76 Backfill with excavated insitu material in depths of 150mm to 97% Mod AASHTO 1.69 $ 7.00 $ 11.83 Stock pile insitu surplus material (for carting away) 12.23 $ 7.00 $ 85.61 Blinding - 20mPa (50mm thick):Strip Footing concrete 0.55 $ 190.00 $ 103.80 Sump Concrete 0.03 $ 190.00 $ 6.08 Plinth 0.42 $ 190.00 $ 79.80 Surface bed 1.10 $ 190.00 $ 208.72 Concrete - 35mPa, 19mm Stone:Strip Footing concrete 2.19 $ 260.00 $ 568.15 Sump Concrete 0.37 $ 260.00 $ 95.94 Plinth 5.04 $ 260.00 $ 1,310.40 Surface bed 2.20 $ 260.00 $ 571.22 Formwork:Smooth Formwork:Sump walls 1.82 $ 2.00 $ 3.64 Plinth 7.08 $ 2.00 $ 14.16 Rough Formwork:Strip footing 9.71 $ 20.00 $ 194.24 25 x 25mm Chamfer to sides of plinth 11.80 m $ 20.00 $ 236.00 Concrete finish wood float:Surface bed 21.97 $ 8.00 $ 175.76 Plinth 8.40 $ 8.00 $ 67.20 Reinforcing (MESH ref 617):Surface bed 21.97 $ 8.00 $ 175.76 Plinth 16.8 $ 8.00 $ 134.40 Sundries:

21.97 $ 40.00 $ 878.80 75 to 100mm Diameter gravel to fill oil drain 2.20 $ 19.00 $ 41.74 Brickwork (including stairs) 160.86 $ 1.00 $ 160.86 Brickforce 120mm wide (every second layer) 68.94 $ 1.00 $ 68.94 Construction/expansion joints between concrete and brick 22.18 m $ 100.00 $ 2,218.00 50 x 3 flat copper bend to suit connection on transformer points 6 m 150 $ 900.00 Benching the inside of the sump with 20mm benching render 1 Item 500 $ 500.00 Paint x 2 layers of bitumen to surface 30.37 10 $ 303.69 $ 593.27

4.3 Control BuildingExcavations in insitu material:Strip foundation 46.38 $ 6.00 $ 278.28 Prepare and spary with an approved anti-termite control under building 119.88 $ 1.10 $ 131.87 Stock pile insitu surplus material (for carting away) 46.38 $ 6.00 $ 278.28 Formwork:Rough formwork (to be steel or sound timber) to sides of foundations 0.00 $ 25.00 $ -

Smooth formwork (to be steel or sound timber) to sides of beams 0.00 $ 33.00 $ -

Smooth formwork (to be steel or sound timber) to sides of columns 0.00 $ 33.00 $ - Concrete:Blinding - 20mPa (50mm thick) 0.00 $ 250.00 $ - Reinforced concrete - 30mPa, 19mm Stone to surface bed 9.03 $ 300.00 $ 2,708.86 Reinforced concrete - 30mPa, 19mm Stone to foundations 0.00 $ - $ - Reinforced concrete - 30mPa, 19mm Stone to columns 0 $ 300.00 $ - Reinforced concrete - 30mPa, 19mm Stone to beams 0.00 $ 300.00 $ - Prestressed fabricated concrete lintels: In lengths not exceeding 3m 23.00 m $ 15.00 $ 345.00 Reinforcing:Reinforcing mesh ref. 395 119.88 $ 9.00 $ 1,078.92 Reinforcing - Supply & Fix only 270 kg $ 2.50 $ 675.00

Cavity wall - inner skin to be hollow blockwork with insulation and outer skin to be clay brickwork 0.00 $ 35.00 $ -

200mm Thick blockwork 163.96 $ 21.00 Brickforce 120mm wide (every second layer) 200 $ 3.00 $ 600.00 DPC (Damp proof course) 14.64 $ 1.00 $ 14.64 DPM (Damp proof membrame) 119.88 $ 1.20 $ 143.86 Wood float top of concrete 119.88 $ 5.00 $ 599.40 Floor Finishes:

78.85 $ 10.00 $ 788.50 Glazed non-slip fully vitrified ceramic tiles - rest room, toilets, kitchen, messroom 21 $ 40.00 $ 830.24 Heavy duty PVC sheeting - offices 6.48 $ 20.00 $ 129.60

23.28 $ 50.00 $ 1,163.97 Acid resistant ceramic tiles - battery rooms 24.82 $ 100.00 $ 2,481.53 Heavy duty PVC sheeting on false floor - control room, relay rooms, electrical equipment 137.46 $ 40.00 $ 5,498.41 Carborundum - A/C plant rooms 15.00 $ 40.00 $ 600.00

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Sump frame - 30 x 30 x 5Lg cast in and galvanised. 25 x 5mm flat x 100Lg fishtail lugs weld to angle (5mm fillet) at 500mm c/c. To fit in the open grid which is 1600mm wide with 30 x 4.5mm

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Epoxy screed (trowel applied minimum 5 mm thick) and epoxy seal coat - switchgear and battery charger rooms

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9 mm Non-slip fully vitrified ceramic tiles (floor tiles with epoxy grout) - corridors, stairs, landings m2

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Heavy duty PVC / rubber backed tiles - instrument/electrical workrooms 15.00 $ 10.00 $ 150.00 Carborundum and non-slip 3 mm self leveling epoxy screed - basements 15.00 $ 60.00 $ 900.00

36.11 $ 100.00 $ 3,611.36

Dust-proof hard-wearing epoxy coating - transformer pits 80.40 $ 40.00 $ 3,216.13 6mm Thick checkered plate over internal trench complete 30.4 $ 30.00 $ 912.00 600 x 500mm deep internal concrete trench. Trench walls and bottom to be 100mm thick 38 m $ - Supply, lay, joint and bed 160mm Diameter PVC pipe 10 m $ 6.00 $ 60.00 Skirtings:Heavy duty PVC sheet - to painted walls 122.18 m $ 40.00 $ 4,887.20 Internal Wall Finishes:Plaster to brickwork and concrete 638.4 $ 10.00 $ 6,384.00

Fair face blockwork,cement wash, paint - storage and workshop 100.05 $ 5.00 $ 500.25

Glazed ceramic tiles 2.3m high, plaster and paint - kitchen, messroom 104.78 $ 60.00 $ 6,286.80

Acid/lye resistant tiles 1.2m high - battery room 23.28 $ 100.00 $ 2,328.00 Paint brickwork and concrete (weatherproof) 523.75 $ 4.00 $ 2,095.00 External Wall Finish:Paint on plaster (weatherproof) 231.37 $ 7.00 $ 1,619.59 Aluminium Frames:Windows: $ - Type W1: 2700 x 1090mm Frame including 4mm double glaze complete 8 No $ 890.00 $ 7,120.00 Type W2: 900 x 900mm Frame including 4mm double glaze complete 5 No $ 265.00 $ 1,325.00 Doors: $ - Single $ -

2 No $ 100.00 $ 200.00 Double

2 No $ 150.00 $ 300.00 4 No $ 150.00 $ 600.00

Steel:Doors:Single

6 No $ 100.00 $ 600.00 DoubleType D2: 1750 x 2500mm Frame and steel door including all ironmongery complete (internal) 3 No $ 150.00 $ 450.00 Furniture:Desks (size 1500 x 700mm with drawers) 2 No $ 480.00 $ 960.00 Tables (size 2000 x 1000mm) 2 No $ 480.00 $ 960.00 Swivel chairs 4 No $ 265.00 $ 1,060.00 Visitors' chairs (to be plastic) 2 No $ 550.00 $ 1,100.00 Cupboards (two door cupboard with dividing shelves ) 2 No $ 1,700.00 $ 3,400.00 Airconditioner central unit in control building 1 Item $ 15.00 $ 15.00 Allow one double door cupboard with shelves underneath sink for kitchen 8 No $ 612.00 $ 4,896.00 Two plate electric cooker 1 Item $ 130.00 $ 130.00 Roof:

237.49 $ 20.00 $ 4,749.84 9 No $ 288.00 $ 2,592.00

225 x 15mm ABS cement barge board 29.31 m $ - 58.36 m $ 100.00 $ 5,836.00

Pre-painted aluminium 100 x100mm down pipes, including holderbats, brackets etc 16 m $ 100.00 $ 1,600.00

Ceiling:282.00 $ 15.00 $ 4,229.94

Supply and install approved roof insulation 282.00 $ 20.00 External steel ladder with safety cage to access roof 1.00 Item $ 120.00 $ 120.00 Plumbing:WC with all necessary connections, fittings and piping complete and toilet paper holder 2 No $ 190.00 $ 380.00 Urinal with all necessary connections, fittings and piping complete 1 No $ 145.00 $ 145.00 Basin with all necessary connections, fittings and piping complete with soap dispenser and mirror 2 No $ 100.00 $ 200.00 Sink with all necessary connections, fittings, gulley and piping complete 1 No $ 120.00 $ 120.00 Shower with all necessary connections, fittings and piping complete 2 No $ 50.00 $ 100.00 Extras

5 No $ 260.00 $ 1,300.00 Supply and install fire alarm 2 No $ 650.00 $ 1,300.00 $ 112,775.96

4.31 Guard HouseExcavations in insitu material:

Strip foundation 3.84 $ 6.00 $ 23.04 Prepare and spary with an approved anti-termite control under building 16.00 $ 1.10 $ 17.60 Stock pile insitu surplus material (for carting away) 3.84 $ 6.00 $ 23.04 Formwork:Rough formwork (to be steel or sound timber) to sides of foundations 0.00 $ 25.00 $ -

Smooth formwork (to be steel or sound timber) to sides of beams 0.00 $ 33.00 $ -

Smooth of sides of columns (to be steel or sound timber) 0.00 $ 33.00 $ -

Concrete:Blinding - 20mPa (50mm thick) 1.40 $ 250.00 $ 350.33 Reinforced concrete - 30mPa, 19mm Stone to foundations 4.51 $ 300.00 $ 1,352.02 Reinforced concrete - 30mPa, 19mm Stone to surface bed 5.61 $ 300.00 $ 1,681.59 Reinforced concrete - 30mPa, 19mm Stone to columns 0 $ 300.00 $ - Reinforced concrete - 30mPa, 19mm Stone to beams 0.00 $ 300.00 $ - Prestressed fabricated concrete lintels: In lengths not exceeding 3m 10.26 m $ 15.00 $ 153.90 Reinforcing:

Reinforcing mesh ref. 395 28.03 $ 9.00 $ 252.24 Reinforcing - Supply & Fix only 270 kg $ 2.50 $ 675.00 Cavity wall - inner skin to be hollow blockwork with insulation and outer skin to be clay brickwork 51.44 $ 35.00 $ 1,800.55 200mm thick block work 13.19 $ 21.00 $ 276.95 Brickforce 120mm wide (every second layer) 329 m $ 3.00 $ 987.00 DPC (Damp proof course) 3.76 $ 1.00 $ 3.76 DPM (Damp proof membrame) 28.03 $ 1.20 $ 33.63 Wood float top of concrete 28.03 $ 5.00 $ 140.13

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3 mm Self leveling epoxy screed with non-slip granule finish - stores workshop, mechanical work room and store room m2

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Type D3: 885 x 2500mm Frame and steel doors door including all stainless steel ironmongery complete (external)

Type D1: 1750 x 2500mm Frame and steel door including all stainless steel ironmongery complete (external)Type D2: 1750 x 2500mm Frame and steel door including all stainless steel ironmongery complete (external)

Type D4: 885 x 2100mm Frame and timber doors door including all ironmongery complete (internal)

Corrugated approved roof sheeting - 0.6mm gauge to be fitted inculding all necessary fittings complete

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Welded roof trusses of 30 degrees angle rafters, tie beams, rails, struts, braces, cleats, purlins, etc and flat bearer, gusset and connection plates, bolted to steel with an overall lenghth of 12.69m and height of 3.66m (There are 9 trusses)Pre-painted aluminium 150 x 150mm box gutters including necessary collared and sealed expansion joints

Suspended ceiling champered and grooved acoustic panels on concealed suspension grid including hangers etc m2

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Supply and install fire 9kg CO2 extinguisher with sign

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Floor Finishes:Glazed non-slip fully vitrified ceramic tiles - bedroom, toilets, checking room 18 $ 40.00 $ 730.90 Skirtings:Heavy duty PVC sheet - to painted walls 18.15 m $ 40.00 $ 726.00 Internal Wall Finishes:Plaster to brickwork and concrete 70.71 $ 10.00 $ 707.06 Paint on plaster (weatherproof) 57.80 $ 10.00 $ 578.03 Glazed ceramic tiles 2.3m high, plaster and paint - kitchen, messroom 12.90 $ 40.00 $ 516.12 External Wall Finish:Paint on plaster (weatherproof) 46.21 $ 5.00 $ 231.06 Aluminium Frames:Windows:Type W1: 1860 x 1090mm Frame including 4mm double glaze complete 2 No $ 560.00 $ 1,120.00 Type W2: 900 x 900mm including Frame 4mm double glaze complete 1 No $ 265.00 $ 265.00 Doors:Single

2 No $ 100.00 $ 200.00 Steel Frames:Doors:SingleType D3: 885 x 2100mm Frame and timber door including all ironmongery complete (internal) 2 No $ 100.00 $ 200.00 Roof: $ -

40.01 $ 20.00 $ 800.28 3 No $ 288.00 $ 864.00

11.40 m $ 10.00 $ 114.00 Pre-painted aluminium 100 x100mm down pipes, including holderbats, brackets etc 16 m $ 10.00 $ 160.00 225 x 15mm ABS cement barge board 14 m $ - Ceiling: $ -

20.21 $ 15.00 $ 303.08

Supply and install approved roof insulation 20.21 $ 20.00 $ 404.20 Supply and install 12 000 BTU airconditioner 1.00 Item $ 450.00 $ 450.00 Plumbing: $ - WC with all necessary connections, fittings and piping complete and toilet paper holder 1 No $ 190.00 $ 190.00 Basin with all necessary connections, fittings and piping complete with soap dispenser and mirror 1 No $ 100.00 $ 100.00 Extras $ -

1 No $ 260.00 $ 260.00 Supply and install fire alarm 1 No $ 650.00 $ 650.00 $ 17,340.49

5 EARTH MAT 5.1 Excavate 300mm (width) x 1000mm (depth) for earth grids 108 $ 7.00 $ 756.00 5.2 108 $ 7.00 $ 756.00 $ 1,512.00

6 CABLE TRENCH (refer to drawing no. ZZZ 824-200)6.1 77 m $ 10.00 $ 770.00 6.2 Concrete trench cover for 1000mm wide trench (with maximal weight of 50 kg each) 257 No $ 60.00 $ 15,400.00 6.3 65 m $ 10.00 $ 650.00 6.4 Concrete trench cover for 500mm wide trench (with maximal weight of 50 kg each) 141 No $ 60.00 $ 8,460.00 $ 68,985.43

7 DRAINAGE7.1 35 m $ 100.00 $ 3,500.00 7.2 2 No $ 265.00 $ 530.00 7.3 1 No $ 1,800.00 $ 1,800.00 7.4 1 No $ 1,100.00 $ 1,100.00 7.5 Headwall - concrete to fit 450mm diameter concrete pipe (refer to drawing no. ZZZ 824-200) 1 No $ 100.00 $ 100.00 7.6 25 m $ 15.00 $ 375.00 7.7 90 m $ 18.00 $ 1,620.00 7.8 Supply, lay, joint and bed 110mm Diameter PVC pipe including necessary bends and tees 29 m $ 4.00 $ 116.00 7.9 60 m $ 100.00 $ 6,000.00 $ 15,141.00

8 WATER SUPPLY8.1 1 Item $ 6,000.00 $ 6,000.00 8.2 1 Item $ 5,000.00 $ 5,000.00 8.3 Hot water dispenser capacity 80L 1 Item8.4 50mm Diameter PVC pipe 25 m $ 2.00 $ 50.00 8.5 25mm Diameter PVC pipe 20 m $ 0.50 $ 10.00 8.6 15mm Diameter PVC pipe 15 m $ 0.50 $ 7.50

$ 11,067.50 9 ROAD

9.1 Access roadExcavation in insitu material 4500 $ 7.00 $ 31,500.00

Sub-Base of G5 material compacted to 98% MOD AASHTO 2250 $ 25.00 $ 56,250.00

Wet-mix road base of G6 material Compacted to 98% MOD AASHTO 0.00 $ 20.00 $ -

40mm Thick wearing course of bitumen macadam grade 60/70 penetration 0 $ 19.00 $ - $ 87,750.00

9.2 Internal roadExcavation in insitu material 48 $ 7.00 $ 336.00

Sub-Base of G5 material compacted to 98% MOD AASHTO 24 $ 25.00 $ 600.00

Gravel wearing course G6 material Compacted to 98% MOD AASHTO 24.00 $ 20.00 $ 480.00

40mm Thick wearing course of bitumen macadam grade 60/70 penetration 0 $ 19.00 $ - 9.3 2 No $ 1,000.00 $ 2,000.00 9.4 5 No $ 30.00 $ 150.00 9.5 110 $ 500.00 $ 55,000.00 9.6 2 No $ 350.00 $ 700.00 9.7 Kerbing including bends and end pieces 34.00 m $ 2.00 $ 68.00

Road markings: Stop sign 0 Item $ 10.00 $ - Yield sign 0 Item $ 10.00 $ - Painting of parking lines 0 m $ 2.00 $ -

$ 59,334.00 10 YARD WORKS

10.1 Palisade Fence with MS Gate , Wicket Gate and cattle arrestors 240 200.00 $ 48,000.00 10.2 60 m 200.00 $ 12,000.00

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Type D3: 885 x 2100mm Frame and steel door including stainless steel ironmongery complete (external)

Corrugated approved roof sheeting - 0.6mm gauge to be fitted including all necessary fittings complete

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Welded roof trusses of 30 degrees angle rafters, tie beams, rails, struts, braces, cleats, purlins, etc and flat bearer, gusset and connection plates, bolted to steel with an oveall lenghth of 4.2m and height of 1.76m (There are 3 trusses)Pre-painted aluminium 150 x 150mm box gutters including necessary collared and sealed expansion joints

Suspended ceiling champered and grooved acoustic panels on concealed suspension grid including hangers etc m2

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Supply and install fire 9kg CO2 extinguisher with sign

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Backfilling to earthing grid and compact the ground surface in depths of 300mm compacting to 95% Mod AASHTO density m3

The excavation in insitu material for construction of 1000mm wide x 500mm deep cast insitu reinforced concrete trenches including bends and junctions to include 100mm diameter PVC

The excavation in insitu material for construction of 500mm wide x 500mm deep cast insitu reinforced concrete trenches including bends and junctions to include 100mm diameter PVC

diameter stone, including excavation, temporary support of sides, keeping excavations dry, complete (refer to drawing no. ZZZ 824-200)Construct cast insitu concrete manhole with lid and including excavation in insitu material, temporary support of sides, keeping excavations dry, complete (refer to drawing no. ZZZ 824-Construct cast insitu septic tank overall size 2250 X 1950 X 2150mm with lid and including excavation, temporary support of sides, keeping excavations dry, complete (refer to drawing no. Construct cast insitu soak pit overall size 2000 x 2000 x 1500mm hole to be filled with 100 to 150mm rock, including excavtion and backfilling (refer to drawing no. ZZZ 824-207)

Supply, lay, joint and bed 300mm diameter class 50D spigot and socket ended concrete sewer pipes including necessary bends and tees from transformer to oil/ water separatorSupply, lay, joint and bed 450mm diameter class 50D spigot and socket ended concrete sewer pipes including necessary bends and tees

Construct concerte v-drain with a top width of 800mm and bottom width of 100mm including excavation, temporary support of sides, keeping excavations dry, complete (refer to drawing no.

Supply and install 2000L conservancy tank to Control Building above ground including excavation,backfilling, pipework and fittings to sit on a concrete foundation complete (refer to Supply and install Borehole including a motor pump that will be controlled by water level controlled switch in the smaller tank

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Insitu reinforced concrete ramps to be constructed at the end of the internal road to about 6000mm wideRoad crossing over 5m wide road for cable trench.Precast concrete culvet (size 1200 x 900 x 600mm and the internal walls to be 100mm thick)Segmented paving - Supply and lay 80 mm interlocking concrete pavers including 50 mm sand bed (max 30 mm); edge restraint and cutting of units where required: Strength: 25 Mpa

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Insitu reinforced concrete ramps to be constructed in front of control building doors to be about 1800mm wide

The complete, supply and installation of a security fence, including earthing of all metal parts, gates etc. 2m High diamond mesh plastic coated galvanised steel wire and 300mmflat wrap razor

10.3 5m Wide fence, with a frame height that match the fence. 1 No 200.00 $ 200.00 10.4 1m Wide pedestrian gate with a frame height that matches the fence 1 No 100.00 $ 100.00 10.5 Prepare and comply with an approved weed control and spread over substation 3,600.00 1.00 $ 3,600.00 10.6 210.00 15.00 $ 3,150.00 10.7 Construct a fire equipment brickwork kiosk 2.00 Item 1,000.00 $ 2,000.00 10.8 36.00 1,000.00 $ 36,000.00 $ 57,050.00

Subtotal $ 608,086.69 Vat 16%Final Total $ 608,086.69

15 Installation of Civil works : Totals in $ (a) Preparation of the construction area $ 2,900.00 (b) Foundations for three phase 66 kV circuit breakers $ 3,040.82 (c ) Foundations for three phase 66 kV disconnector with/without earthing switch $ 11,925.58 (d) Foundations for single phase 66 kV current transformers $ 5,425.02 (e ) Foundations for single phase 66 kV voltage transformers $ 5,425.02 (f) Foundations for single phase 66 kV lightning arrestors $ 6,429.66 (g) Foundations for single phase 66 kV post insulators $ 4,108.71 (h) Foundations for 66 kV gantries and Bus Structures $ 28,261.96 (i) Foundations for single phase 11 kV lightning arrestors $ 803.71 (j) Cable channels incl. cover plates $ 25,280.00 (k) Earth works for earthing system $ 1,512.00 (l) Transformer foundation incl. oil catching pit $ 9,212.17

(m) Foundations for fencing and gate $ 12,000.00 (n) Fence and gate $ 300.00 (o) Earth works for lighting system $ 756.00 (p) Substation Bulk Earthworks (substation Platform Preparation and drainage) $ 7,509.36 (q) Construction of the substation building (Complete) $ 105,181.96 (r ) Finishing work (including paving, stoning of Platform, water reticulation etc.) $ 44,750.00 (s) $ 9,244.00

(t) Piping system (water, drainage, etc.) to and inside the building $ 404.20 (u) Sewage system $ 794.20 (v) Roads to and inside the substation area $ 147,084.00 (w) Other necessary associated works for complete functioning. ( Guardhouse ), Auxillary Transfromer , Marshall Kiosk ) + PG $ 175,738.32

Subtotal Kauma Substation Equipment / Civil Works $ 608,086.69

$ -

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Supply and application of 10 to 30mm stone, 200mm deep, to one meter beyond fences, including levelling and rolling to compact the stone layer.

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Landscaping - Planting of medium-high growing plants and grass (Subject to approval of Employer)

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Technical installation inside and on the building incl. earthing and lightning protection, air-conditioning, heating, lighting, power and telephone sockets, toilet, kitchen, locking system, etc.