modderfontein boq roads

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DP4 PRELIMINARY SUMMARY FOR ROADWORKS ITEM DESCRIPTION BUDGET TOTAL Chestnut Rd K115 1500 Accommodation of Traffic 3,627,385.00 1,035,650.00 49,680.00 84,300.00 0.00 45,300.00 121,960.00 360,340.00 35,320.00 50,400.00 10,080.00 6,990.00 14,080.00 48,600.00 48,600.00 160,000.00 2200 Prefabricated Culverts 2,305,617.42 1,388,500.00 581,270.00 0.00 38,500.00 1,250.00 18,175.00 0.00 22,000.00 424,260.00 259,440.00 0.00 0.00 8,500.00 7,550.00 27,555.00 2300 Concrete kerbing and Channeling 1,295,493.24 1,285,410.00 569,220.00 0.00 108,300.00 4,500.00 31,650.00 0.00 50,400.00 221,640.00 149,040.00 31,500.00 10,500.00 27,000.00 45,000.00 36,660.00 3300 Mass Earthworks 3,136,659.53 1,998,114.45 753,996.95 59,203.00 212,063.55 6,979.00 102,583.00 0.00 17,398.00 431,021.05 277,324.60 9,868.50 2,214.50 34,349.20 3,514.80 87,598.30 3400 Pavement Layers of Gravel Material 1,400,286.99 1,161,878.00 283,088.00 49,830.00 54,532.00 210,306.00 66,716.00 0.00 72,312.00 259,616.00 50,012.00 54,318.00 8,978.00 12,100.00 16,062.00 24,008.00 3500 Stabilisation 612,595.81 559,155.00 195,532.00 0.00 47,301.00 0.00 0.00 0.00 0.00 245,612.00 31,432.00 0.00 0.00 9,428.00 10,384.00 19,466.00 3600 Crushed Stone Base 2,956,279.43 1,266,210.00 0.00 0.00 151,800.00 0.00 0.00 0.00 0.00 776,820.00 166,320.00 0.00 0.00 49,830.00 52,140.00 69,300.00 3800 Breaking up Existing Pavement 571,907.75 1,061,650.00 2,690.00 168,000.00 34,500.00 32,570.00 161,420.00 0.00 0.00 1,200.00 7,600.00 636,930.00 1,500.00 3,130.00 8,077.50 4,032.50 4100 Prime coat 170,529.40 198,290.00 72,200.00 3,920.00 10,725.00 16,295.00 5,315.00 0.00 6,020.00 54,935.00 11,760.00 4,515.00 755.00 3,520.00 3,675.00 4,655.00 4200 Asphalt Surfacing & Base 6,379,093.72 4,280,281.90 ### 75,460.00 364,882.00 211,054.00 90,677.00 0.00 120,790.00 791,928.00 364,020.00 89,665.00 40,564.00 131,698.00 135,950.00 163,610.00 5100 Pitching & Stonework etc 173,446.79 175,193.00 25,400.00 0.00 4,480.00 0.00 48,970.00 0.00 2,000.00 32,133.00 6,360.00 0.00 0.00 500.00 6,400.00 48,950.00 5200 Gabions 36,250.20 47,725.00 30,205.00 0.00 0.00 0.00 0.00 0.00 0.00 11,680.00 5,840.00 0.00 0.00 0.00 0.00 0.00 5400 Guardrails 243,833.60 295,077.50 65,350.00 3,445.00 81,600.00 0.00 54,207.50 0.00 0.00 27,100.00 20,500.00 0.00 0.00 0.00 0.00 42,875.00 5500 Fencing 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5600 Road Signs 883,306.68 557,260.00 11,525.00 0.00 1,590.00 0.00 0.00 0.00 506,590.00 23,685.00 0.00 1,590.00 380.00 1,230.00 10,670.00 0.00 5700 Road Markings 181,890.00 180,300.00 49,750.00 0.00 3,750.00 0.00 3,000.00 0.00 0.00 33,300.00 24,500.00 0.00 0.00 21,500.00 22,000.00 22,500.00 5800 Landscapping & Grassing 761,129.00 1,223,375.00 462,246.00 29,165.00 66,420.00 89,565.00 126,500.00 56,101.00 8,300.00 168,091.00 103,790.00 68,535.00 1,175.00 22,425.00 6,401.00 14,661.00 5900 Finishing the Road and Road Reserve 29,497.13 34,500.00 12,000.00 0.00 3,000.00 0.00 0.00 0.00 3,000.00 4,500.00 4,500.00 2,250.00 750.00 750.00 1,500.00 2,250.00 6700 Structural Steelwork 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7400 Systems 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL 24,765,201.69 ### ### 473,323.00 ### 617,819.00 831,173.50 416,441.00 844,130.00 ### ### 906,161.50 80,896.50 374,560.20 377,924.30 728,120.80 ADD P&G @30% 7,429,560.51 5,024,570.96 TOTAL 32,194,762.19 ### Centenary Road Alignment Centenary Road Deviation Lovato Rd Crossing Lovato Rd Deviation Modderfontein Rd Crossing Rhodesfield Closure Ardeer Rd Alignment Hilton, Clulee & Douglas Rd Cresslawn Closure Pressburg Rd Realignment Antwerp / Centenary Rd Interchange Pretoria Rd / Andre Greyvenstein

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Page 1: Modderfontein BOQ Roads

DP4 PRELIMINARY SUMMARY FOR ROADWORKS

ITEM DESCRIPTION BUDGET TOTAL

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1500 Accommodation of Traffic 3,627,385.00 1,035,650.00 49,680.00 84,300.00 0.00 45,300.00 121,960.00 360,340.00 35,320.00 50,400.00 10,080.00 6,990.00 14,080.00 48,600.00 48,600.00 160,000.002200 Prefabricated Culverts 2,305,617.42 1,388,500.00 581,270.00 0.00 38,500.00 1,250.00 18,175.00 0.00 22,000.00 424,260.00 259,440.00 0.00 0.00 8,500.00 7,550.00 27,555.002300 Concrete kerbing and Channeling 1,295,493.24 1,285,410.00 569,220.00 0.00 108,300.00 4,500.00 31,650.00 0.00 50,400.00 221,640.00 149,040.00 31,500.00 10,500.00 27,000.00 45,000.00 36,660.003300 Mass Earthworks 3,136,659.53 1,998,114.45 753,996.95 59,203.00 212,063.55 6,979.00 102,583.00 0.00 17,398.00 431,021.05 277,324.60 9,868.50 2,214.50 34,349.20 3,514.80 87,598.303400 Pavement Layers of Gravel Material 1,400,286.99 1,161,878.00 283,088.00 49,830.00 54,532.00 210,306.00 66,716.00 0.00 72,312.00 259,616.00 50,012.00 54,318.00 8,978.00 12,100.00 16,062.00 24,008.003500 Stabilisation 612,595.81 559,155.00 195,532.00 0.00 47,301.00 0.00 0.00 0.00 0.00 245,612.00 31,432.00 0.00 0.00 9,428.00 10,384.00 19,466.003600 Crushed Stone Base 2,956,279.43 1,266,210.00 0.00 0.00 151,800.00 0.00 0.00 0.00 0.00 776,820.00 166,320.00 0.00 0.00 49,830.00 52,140.00 69,300.003800 Breaking up Existing Pavement 571,907.75 1,061,650.00 2,690.00 168,000.00 34,500.00 32,570.00 161,420.00 0.00 0.00 1,200.00 7,600.00 636,930.00 1,500.00 3,130.00 8,077.50 4,032.504100 Prime coat 170,529.40 198,290.00 72,200.00 3,920.00 10,725.00 16,295.00 5,315.00 0.00 6,020.00 54,935.00 11,760.00 4,515.00 755.00 3,520.00 3,675.00 4,655.004200 Asphalt Surfacing & Base 6,379,093.72 4,280,281.90 1,699,983.90 75,460.00 364,882.00 211,054.00 90,677.00 0.00 120,790.00 791,928.00 364,020.00 89,665.00 40,564.00 131,698.00 135,950.00 163,610.005100 Pitching & Stonework etc 173,446.79 175,193.00 25,400.00 0.00 4,480.00 0.00 48,970.00 0.00 2,000.00 32,133.00 6,360.00 0.00 0.00 500.00 6,400.00 48,950.005200 Gabions 36,250.20 47,725.00 30,205.00 0.00 0.00 0.00 0.00 0.00 0.00 11,680.00 5,840.00 0.00 0.00 0.00 0.00 0.005400 Guardrails 243,833.60 295,077.50 65,350.00 3,445.00 81,600.00 0.00 54,207.50 0.00 0.00 27,100.00 20,500.00 0.00 0.00 0.00 0.00 42,875.005500 Fencing 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005600 Road Signs 883,306.68 557,260.00 11,525.00 0.00 1,590.00 0.00 0.00 0.00 506,590.00 23,685.00 0.00 1,590.00 380.00 1,230.00 10,670.00 0.005700 Road Markings 181,890.00 180,300.00 49,750.00 0.00 3,750.00 0.00 3,000.00 0.00 0.00 33,300.00 24,500.00 0.00 0.00 21,500.00 22,000.00 22,500.005800 Landscapping & Grassing 761,129.00 1,223,375.00 462,246.00 29,165.00 66,420.00 89,565.00 126,500.00 56,101.00 8,300.00 168,091.00 103,790.00 68,535.00 1,175.00 22,425.00 6,401.00 14,661.005900 Finishing the Road and Road Reserve 29,497.13 34,500.00 12,000.00 0.00 3,000.00 0.00 0.00 0.00 3,000.00 4,500.00 4,500.00 2,250.00 750.00 750.00 1,500.00 2,250.006700 Structural Steelwork 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.007400 Systems 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

TOTAL 24,765,201.69 16,748,569.85 4,864,136.85 473,323.00 1,183,443.55 617,819.00 831,173.50 416,441.00 844,130.00 3,557,921.05 1,492,518.60 906,161.50 80,896.50 374,560.20 377,924.30 728,120.80

ADD P&G @30% 7,429,560.51 5,024,570.96

TOTAL 32,194,762.19 21,773,140.81

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Page 2: Modderfontein BOQ Roads

DP4 THYS BUDGET

ITEM DESCRIPTION

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SECTION 1500 ACCOMMODATION OF TRAFFIC15.03 Temporary traffic control facilities

(a) Flagmen man/day 26,900.00 13.00 349,700.00 109.65 2,949,585.00 900 11,700.00 3000 39,000.00 0.00 0.00 3000 39,000.00 4000 52,000.00 2000 26,000.00 2000 26,000.00 0.00 0.00 1000 13,000.00 3000 39,000.00 3000 39,000.00 5000 65,000.00(b) Portable stop/go signs No 4.00 0.00 310.00 1,240.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.00 2 0.00 0.00(c) Temporary traffic control signals No 0.00 0.00 385,183.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00(e) Road signs R and TR series No 90.00 600.00 54,000.00 345.00 31,050.00 25 15,000.00 11 6,600.00 0.00 11 6,600.00 5 3,000.00 10 6,000.00 0.00 9 5,400.00 8 4,800.00 0.00 0.00 4 2,400.00 4 2,400.00 3 1,800.00(f) Road signs TW series No 92.00 600.00 55,200.00 345.00 31,740.00 19 11,400.00 6 3,600.00 0.00 6 3,600.00 10 6,000.00 6 3,600.00 4 2,400.00 9 5,400.00 4 2,400.00 3 1,800.00 1 600.00 4 2,400.00 4 2,400.00 16 9,600.00

m2 159.00 600.00 95,400.00 430.00 68,370.00 4 2,400.00 42 25,200.00 0.00 42 25,200.00 22 13,200.00 23 13,800.00 0.00 7 4,200.00 2 1,200.00 0.00 0.00 2 1,200.00 2 1,200.00 13 7,800.00(h) Delineators No 330.00 120.00 39,600.00 135.00 44,550.00 14 1,680.00 20 2,400.00 0.00 20 2,400.00 48 5,760.00 102 12,240.00 16 1,920.00 20 2,400.00 14 1,680.00 12 1,440.00 4 480.00 30 3,600.00 30 3,600.00 0.00(i) Movable barricades No 19.00 1,250.00 23,750.00 925.00 17,575.00 6 7,500.00 2 2,500.00 0.00 2 2,500.00 0.00 0.00 4 5,000.00 2 2,500.00 0.00 3 3,750.00 0.00 0.00 0.00 0.00(j) Traffic cones No 105.00 100.00 10,500.00 55.00 5,775.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45 4,500.00 0.00 0.00 0.00 0.00 0.00 60 6,000.00(k) Guardrails attached to posts m 0.00 0.00 65.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

m 250.00 1,350.00 337,500.00 950.00 237,500.00 0.00 0.00 0.00 0.00 0.00 202 272,700.00 0.00 0 0.00 0.00 0 0.00 0.00 0.00 0.00 48 64,800.00B15.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(a) Signs lump sum 0.00 132,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

m 0.00 200.00 0.00 950.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

B15.14 lump sum 4.00 5,000.00 20,000.00 10,000.00 40,000.00 0.00 1 5,000.00 0.00 1 5,000.00 1 5,000.00 0.00 0 0.00 0 0.00 0.00 0 0.00 0.00 0.00 0.00 1 5,000.00

B15.15 lump sum 1.00 50,000.00 50,000.00 200,000.00 200,000.00 0.00 0.00 0.00 0.00 1 50,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

TOTAL 1,035,650.00 3,627,385.00 49,680.00 84,300.00 0.00 45,300.00 121,960.00 360,340.00 35,320.00 50,400.00 10,080.00 6,990.00 14,080.00 48,600.00 48,600.00 160,000.00

PRELIMINARY QUANTITY SUMMARY FOR ROADWORKS

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(g) Road signs STW-,DTG-TGS and TG series excluding delineators

(l) Removeable concrete barriers (SANRAL type)Relocation of traffic-control facilities (at each site e.g. Stages 1&2

(b) Removeable concrete barriers (SANRAL type)Application and removal of temporary roadmarkings

Management of 2 + 1 lane alternating direction contraflow for full duration of contract

Page 3: Modderfontein BOQ Roads

DP4 THYS BUDGET

ITEM DESCRIPTION

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SECTION 2200 PREFABRICATED CULVERTS22.01 EXCAVATION

a) Excavation in soft m3 2,111.00 30.00 63,330.00 60.00 126,660.00 984 29,520.00 0.00 0.00 0.00 0.00 0.00 0.00 717 21,510.00 338 10,140.00 0.00 0.00 0.00 0.00 72 2,160.0022.02 BACKFILLING 0.00

a)Using the excavated material m3 1,107.00 50.00 55,350.00 40.93 45,309.51 645 32,250.00 0.00 0.00 0.00 0.00 0.00 0.00 255 12,750.00 135 6,750.00 0.00 0.00 0.00 0.00 72 3,600.0022.02 CONCRETE PIPE CULVERTS 0.00

600mm dia on class C bedding m 180.00 600.00 108,000.00 482.23 86,801.40 150 90,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30 18,000.00 0.00 0.00 0.00 0.00 0.00900mm dia on class C bedding m 60.00 1,200.00 72,000.00 1,050.49 63,029.40 60 72,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

22.05 0.00

Culverts complete (Size to be stated) 0.00

m48.00 5,375.00 258,000.00 15,135.75 726,516.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 48 258,000.00 0.00 0.00 0.00 0.00 0.00 0.00

m18.00 9,400.00 169,200.00 24,453.51 440,163.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18 169,200.00 0.00 0.00 0.00 0.00 0.00

m24.00 9,400.00 225,600.00 18,340.14 440,163.36 24 225,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

B22.12 Removing existing concrete 0.00

0.00 (i) 3 bay (3m) kerb inlet No 2.00 1,000.00 2,000.00 611.82 1,223.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1,000.00 0.00 1 1,000.00 (ii) 4 bay (4m) kerb inlet No 1.00 1,500.00 1,500.00 815.77 815.77 0.00 0.00 0.00 0.00 1 1,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

m2,840.00 25.00 71,000.00 24.47 69,494.80 1676 41,900.00 0.00 0.00 50 1,250.00 197 4,925.00 0.00 0.00 0.00 254 6,350.00 0.00 0.00 80 2,000.00 302 7,550.00 281 7,025.00

m2652.00 10.00 6,520.00 30.58 19,938.16 0.00 0.00 0.00 0.00 525 5,250.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 127 1,270.00

22.14 0.00

(a) 600mm diameter concrete pipe m20.00 350.00 7,000.00 65.11 1,302.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20 7,000.00

(b) 900mm diameter concrete pipe m0.00 0.00 87.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

B22.17 MANHOLES AND CATCHPITS 0.00 (a) Manholes No 0.00 6,000.00 0.00 3,976.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00(b) Catchpits No 0.00 6,000.00 0.00 3,976.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(c) Kerb Inlets 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 (i) 3 bay (3m) No 43.00 5,500.00 236,500.00 5,000.00 215,000.00 2 11,000.00 0.00 7 38,500.00 0.00 0.00 0.00 4 22,000.00 24 132,000.00 4 22,000.00 0.00 0.00 1 5,500.00 0.00 1 5,500.00 (ii) 4 bay (4m) No 7.00 6,500.00 45,500.00 7,500.00 52,500.00 4 26,000.00 0.00 0.00 0.00 1 6,500.00 0.00 0.00 0.00 2 13,000.00 0.00 0.00 0.00 0.00 0.00(d) Headwalls 0.00

(i) Single for 600mm diameter pipe No14.00 3,500.00 49,000.00 850.00 11,900.00 10 35,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 14,000.00 0.00 0.00 0.00 0.00 0.00

(ii) Single for 900mm diameter pipe No 4.00 4,500.00 18,000.00 1,200.00 4,800.00 4 18,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

TOTAL 1,388,500.00 2,305,617.42 581,270.00 0.00 38,500.00 1,250.00 18,175.00 0.00 22,000.00 424,260.00 259,440.00 0.00 0.00 8,500.00 7,550.00 27,555.00

PRELIMINARY QUANTITY SUMMARY FOR ROADWORKS

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PORTAL AND RECTANGULAR CULVERTS

(a) 3 barrel 2,1m x 1,2m portal culvert including two headwalls

(b) 2 barrel 3,6m x 1,5m portal culvert including two headwalls

(c) 2 barrel 3,6m x 1,5m portal culvert including two headwalls

(a) Demolish and remove existing inlet and outlet structures

(b) Demolish and remove existing kerb and channel

(c) Demolish and remove existing paved sidewalk

Removing and stacking existing prefabricated culverts

Page 4: Modderfontein BOQ Roads

DP4PRELIMINARY QUANTITY SUMMARY FOR ROADWORKS THYS BUDGET

ITEM DESCRIPTION

UNIT

TOTA

L Q

TY

Rat

e

TOTA

L A

MO

UN

T

Rat

e

TOTA

L A

MO

UN

T

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

Che

stnu

t Rd

AM

OU

NT

AM

OU

NT

AM

OU

NT

K11

5

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

SECTION 2300 CONCRETE KERBING AND CHANNELLING23.01 CONCRETE KERBING

(a) Barrier and / or mountable kerbing complete m 136.00 90.00 12,240.00 110.79 15,067.44 32.00 2,880.00 0.00 0.00 50.00 4,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54.00 4,860.00

23.02 0.00

m 7,827.00 150.00 1,174,050.00 151.24 1,183,755.48 3,490.00 523,500.00 0.00 652.00 97,800.00 0.00 197.00 29,550.00 0.00 0.00 280.00 42,000.00 1,276.00 191,400.00 960.00 144,000.00 210.00 31,500.00 70.00 10,500.00 180.00 27,000.00 300.00 45,000.00 212.00 31,800.00

23.03 CONCRETE CHUTES 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

m 472.00 210.0099,120.00 204.81 96,670.32

204.0042,840.00 0.00

50.0010,500.00 0.00

10.002,100.00 0.00

40.008,400.00

144.0030,240.00

24.005,040.00 0.00 0.00 0.00 0.00 0.00

TOTAL 1,285,410.00 1,295,493.24 569,220.00 0.00 108,300.00 4,500.00 31,650.00 0.00 50,400.00 221,640.00 149,040.00 31,500.00 10,500.00 27,000.00 45,000.00 36,660.00

Cen

tena

ry R

oad

Alig

nmen

t

Cen

tena

ry R

oad

Dev

iatio

n

Lova

to R

d C

ross

ing

Lova

to R

d D

evia

tion

Mod

derf

onte

in

Rd

Cro

ssin

g

Rho

desf

ield

C

losu

re

Ard

eer R

d A

lignm

ent

Hilt

on, C

lule

e &

D

ougl

as R

d

Cre

ssla

wn

Clo

sure

Pres

sbur

g R

d R

ealig

nmen

t

Ant

wer

p /

C

ente

nary

Rd

Inte

rcha

nge

Pret

oria

Rd

/ A

ndre

G

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ein

CONCRETE KERBING CHANNELLING COMBINATIONS

(a) Barrier and / or mountable kerbing and channelling complete

(a) Prefabricated class 20/19 concrete chutes down slide slopes complete as shown in the drawings…..

Page 5: Modderfontein BOQ Roads

DP4PRELIMINARY QUANTITY SUMMARY FOR ROADWORKS THYS BUDGET

ITEM DESCRIPTION

UNIT

TOTA

L Q

TY

Rat

e

TOTA

L A

MO

UN

T

Rat

e

TOTA

L A

MO

UN

T

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

Che

stnu

t Rd

AM

OU

NT

AM

OU

NT

AM

OU

NT

K11

5

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

SECTION 3300 MASS EARTHWORKS

33.01

m344,076.00 18.00 793,368.00 20.72 913,254.72 9,860.00 177,480.00 3,200.00 57,600.00 9,259.00 166,662.00 0.00 4,800.00 86,400.00 0.00 0.00 6,755.00 121,590.00 6,516.00 117,288.00 0.00 0.00 747.00 13,446.00 0.00 2,939.00 52,902.00

m313,121.00 18.60 244,050.60 89.63 1,176,035.23 4,910.00 91,326.00 0.00 1,011.00 18,804.60 0.00 0.00 0.00 0.00 5,180.00 96,348.00 1,109.00 20,627.40 0.00 0.00 332.00 6,175.20 173.00 3,217.80 406.00 7,551.60

33.030.00

(a) Intermediate excavation m3 8,304.00 5.00 41,520.00 16.24 134,856.96 4,098.00 20,490.00 0.00 0.00 0.00 0.00 0.00 0.00 2,027.00 10,135.00 1,955.00 9,775.00 0.00 0.00 224.00 1,120.00 0.00 0.00

(b) Hard excavation m3 2,694.00 65.00 175,110.00 35.00 94,290.00 1,366.00 88,790.00 0.00 0.00 0.00 0.00 0.00 0.00 676.00 43,940.00 652.00 42,380.00 0.00 0.00 0.00 0.00 0.00(c) Boulder excavation Class A m3 2,694.00 65.00 175,110.00 35.00 94,290.00 1,366.00 88,790.00 0.00 0.00 0.00 0.00 0.00 0.00 676.00 43,940.00 652.00 42,380.00 0.00 0.00 0.00 0.00 0.00

33.040.00

(a) Soft excavation m3 1,774.00 15.00 26,610.00 56.33 99,929.42 0.00 0.00 0.00 0.00 455.00 6,825.00 0.00 0.00 0.00 0.00 639.00 9,585.00 0.00 0.00 0.00 680.00 10,200.00(b) Intermediate excavation m3 1,195.00 20.00 23,900.00 17.42 20,816.90 0.00 0.00 0.00 0.00 228.00 4,560.00 0.00 851.00 17,020.00 0.00 0.00 0.00 106.00 2,120.00 0.00 0.00 10.00 0.00

(c) Hard excavation m3 0.00 80.00 0.00 52.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

33.070.00

0.00

(i) Stable material m3 1,200.00 20.00 24,000.00 17.60 21,120.00 480.00 9,600.00 0.00 0.00 0.00 0.00 0.00 0.00 480.00 9,600.00 240.00 4,800.00 0.00 0.00 0.00 0.00 0.00(ii) Unstable material m3 1,200.00 25.00 30,000.00 17.60 21,120.00 480.00 12,000.00 0.00 0.00 0.00 0.00 0.00 0.00 480.00 12,000.00 240.00 6,000.00 0.00 0.00 0.00 0.00 0.00

0.00

(i) Stable material m3 2,106.00 20.00 42,120.00 17.60 37,065.60 720.00 14,400.00 0.00 0.00 0.00 0.00 0.00 0.00 720.00 14,400.00 360.00 7,200.00 0.00 0.00 36.00 720.00 0.00 270.00 5,400.00(ii) Unstable material m3 2,565.00 25.00 64,125.00 17.60 45,144.00 720.00 18,000.00 0.00 375.00 9,375.00 0.00 0.00 0.00 0.00 720.00 18,000.00 360.00 9,000.00 0.00 0.00 120.00 3,000.00 0.00 270.00 6,750.00

33.100.00

m310,284.00 13.00 133,692.00 16.90 173,799.60 4,969.00 64,597.00 0.00 270.00 3,510.00 0.00 228.00 2,964.00 0.00 0.00 3,323.00 43,199.00 950.00 12,350.00 0.00 0.00 246.00 3,198.00 0.00 298.00 3,874.00

33.130.00

(a) Cut slopes m2 10,547.00 1.35 14,238.45 1.10 11,601.70 7,917.00 10,687.95 0.00 38.00 51.30 0.00 0.00 0.00 140.00 189.00 1,521.00 2,053.35 171.00 230.85 105.00 141.75 35.00 47.25 50.00 67.50 220.00 297.00 350.00 472.50(b) Fill slopes m2 25,044.00 1.35 33,809.40 1.02 25,544.88 11,360.00 15,336.00 0.00 4,419.00 5,965.65 0.00 0.00 0.00 140.00 189.00 4,582.00 6,185.70 3,921.00 5,293.35 105.00 141.75 35.00 47.25 150.00 202.50 0.00 332.00 448.20

33.14

0.00

m38,546.00 3.50 29,911.00 20.62 176,218.52 5,000.00 17,500.00 458.00 1,603.00 270.00 945.00 1,994.00 6,979.00 524.00 1,834.00 0.00 0.00 180.00 630.00 0.00 0.00 0.00 120.00 420.00 0.00 0.00

0.00

33.15

0.00

(a) Non-cemented material m3 570.00 25.00 14,250.00 15.60 8,892.00 0.00 0.00 270.00 6,750.00 0.00 0.00 0.00 0.00 180.00 4,500.00 0.00 0.00 0.00 120.00 3,000.00 0.00 0.00

m3

5,300.00 25.00

132,500.00 15.60 82,680.00

5,000.00 125,000.00 0.00 0.00 0.00 0.00 0.00 0.00 180.00 4,500.00 0.00 0.00 0.00 120.00 3,000.00 0.00 0.00

TOTAL 1,998,314.45 3,136,659.53 753,996.95 59,203.00 212,063.55 6,979.00 102,583.00 0.00 17,398.00 431,021.05 277,324.60 9,868.50 2,214.50 34,349.20 3,514.80 87,598.30

Cen

tena

ry R

oad

Alig

nmen

t

Cen

tena

ry R

oad

Dev

iatio

n

Lova

to R

d C

ross

ing

Lova

to R

d D

evia

tion

Mod

derf

onte

in

Rd

Cro

ssin

g

Rho

desf

ield

C

losu

re

Ard

eer

Rd

Alig

nmen

t

Hilt

on, C

lule

e &

D

ougl

as R

d

Cre

ssla

wn

Clo

sure

Pres

sbur

g R

d R

ealig

nmen

t

Ant

wer

p /

C

ente

nary

Rd

Inte

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Pret

oria

Rd

/ A

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reyv

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CUT AND BORROW TO FILL, INCLUDING FREE HAUL UP TO

0,5KM(a) Material in compacted layer thickness of 200mm and less:

(i) compacted to 90% of modified AASHTO density

(ii) compacted to 93% of modified AASHTO density

EXTRA OVER ITEM 33.01 FOR EXCAVATING IN

CUT TO SPOIL, INCLUDING FREE-HAUL UP TO 0,5KM. MATERIAL

OBTAINED FROM:

REMOVAL OF UNSUITABLE MATERIAL (INCLUDING FREE-HAUL

OF 0,5KM)(a) In layer thickness of 200mm and

less:

(b) In layer thicknessess exceeding 200mm:

ROADBED PREPARATION AND COMPACTION

(a) Compaction to 90% Modified AASHTO density

Finishing-off cut and fill slopes, medians and interchange areas:

EXTRA OVER ITEM 33.01 FOR EXCAVATING MATERIAL FROM THE

PAVEMENTS AND FILLS OF EXISTING ROADS:

(a) Non-cemented material: (recovered from deviatons)

(Applicable if recovery of material from deviations or existing

pavement is required for re-use. Otherwise Item 38.04 applies)

EXTRA OVER ITEM 33.14 FOR EXCAVATING IN PAVEMENTS AND

FILLS OF EXISTING ROADS IN RESTRICTED AREAS:

(a) Non-cemented material: (in widening where width is less than

3m or length less than 150m)

Page 6: Modderfontein BOQ Roads

DP4 THYS BUDGET

ITEM DESCRIPTION

UNIT

TOTA

L Q

TY

Rat

e

TOTA

L A

MO

UN

T

Rat

e

TOTA

L A

MO

UN

T

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

Che

stnu

t Rd

AM

OU

NT

AM

OU

NT

AM

OU

NT

K11

5

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

SECTION

34.01

m3 10180 32.00 325760 50.15 510527 3713 118,816.00 202 6,464.00 552 17,664.00 838 26,816.00 273 8,736.00 0.00 310 9,920.00 2825 90,400.00 605 19,360.00 232 7,424.00 39 1,248.00 181 5,792.00 189 6,048.00 221 7,072.00

m3 1735 38.00 65930 52.04 90289.4 0.00 185 7,030.00 0.00 768 29,184.00 250 9,500.00 0.00 284 10,792.00 0.00 0.00 213 8,094.00 35 1,330.00 0.00 0.00 0.00

m3 1865 40.00 74600 111.48 207910.2 873 34,920.00 0.00 163 6,520.00 0.00 72 2,880.00 0.00 0.00 346 13,840.00 240 9,600.00 0.00 0.00 0.00 86 3,440.00 85 3,400.00

M3 495 38.00 18810 55.75 27596.25 72 2,736.00 0.00 387 14,706.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 36 1,368.00

m3 4297 38.00 163286 54.24 233069.28 3404 129,352.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 554 21,052.00 0.00 0.00 166 6,308.00 173 6,574.00 0.00

m3 5497 36.00 197892 52.04 286063.88 0.00 0.00 843 30,348.00 0.00 0.00 0.00 0.00 4316 155,376.00 0.00 0.00 0.00 0.00 0.00 338 12,168.00

m3 1578 200.00 315600 28.41 44830.98 0.00 168 33,600.00 0.00 698 139,600.00 228 45,600.00 0.00 258 51,600.00 0.00 0.00 194 38,800.00 32 6,400.00 0.00 0.00 0.00

TOTAL 1,161,878.00 1,400,286.99 283,088.00 49,830.00 54,532.00 210,306.00 66,716.00 0.00 72,312.00 259,616.00 50,012.00 54,318.00 8,978.00 12,100.00 16,062.00 24,008.00

PRELIMINARY QUANTITY SUMMARY FOR ROADWORKS

Cen

tena

ry R

oad

Alig

nmen

t

Cen

tena

ry R

oad

Dev

iatio

n

Lova

to R

d C

ross

ing

Lova

to R

d D

evia

tion

Mod

derf

onte

in

Rd

Cro

ssin

g

Rho

desf

ield

C

losu

re

Ard

eer R

d A

lignm

ent

Hilt

on, C

lule

e &

D

ougl

as R

d

Cre

ssla

wn

Clo

sure

Pres

sbur

g R

d R

ealig

nmen

t

Ant

wer

p /

C

ente

nary

Rd

Inte

rcha

nge

Pret

oria

Rd

/ A

ndre

G

reyv

enst

ein

3400 PAVEMENT LAYERS OF GRAVEL MATERIAL

PAVEMENT LAYERS CONSTRUCTED FROM GRAVEL TAKEN FROM CUT OR BORROW, INCLUDING FREE-HAUL UP TO 1,0KM(a) Gravel selected layer compacted to :

(ii) 95% of modified AASHTO density (150mm thick, G7 material)(c) Gravel subbase (unstabilised gravel G5) compacted to:(i) 96% of modified AASHTO density (150mm thick)(ii) 96% of modified AASHTO density (125mm thick under paving or as gravel sidewalks)

(iii) 96% of modified AASHTO density (150mm gravel shoulders(d) Gravel subbase (chemically stabilised material G5) compacted to:(i) 96% of modified AASHTO density (150mm thick)(ii) 96% of modified AASHTO density (250mm thick)(e) Gravel base (unstabilised gravel G4) compacted to:(i) 98% of modified AASHTO density (150mm thick)

Page 7: Modderfontein BOQ Roads

DP4 THYS BUDGET

ITEM DESCRIPTION

UNIT

TOTA

L Q

TY

Rat

e

TOTA

L A

MO

UN

T

Rat

e

TOTA

L A

MO

UN

T

AMO

UNT

AMO

UNT

AMO

UNT

AMO

UNT

Che

stnu

t Rd

AMO

UNT

AMO

UNT

AMO

UNT

K115

AMO

UNT

AMO

UNT

AMO

UNT

AMO

UNT

AMO

UNT

AMO

UNT

AMO

UNT

SECTIO3500 STABILISATION

35.01

m3 4,297.00 8.00 34,376.00 10.24 44,001.28 3,404.00 27232 0.00 0.00 0.00 0.00 0.00 0.00 0.00 554.00 4,432.00 0.00 0.00 166.00 1,328.00 173.00 1,384.00 0.00

m3 5,797.00 7.00 40,579.00 12.27 71,129.19 0 0.00 843.00 5,901.00 0.00 0.00 0.00 0.00 4,616.00 32,312.00 0.00 0.00 0.00 0.00 0.00 338.00 2,366.00

35.02 CHEMICAL STABILISING AGENT: (a) CEM II 42,5 (2,5%) t 538.00 900.00 484,200.00 837.06 450,338.28 187.00 168300 0.00 46.00 41,400.00 0.00 0.00 0.00 0.00 237.00 213,300.00 30.00 27,000.00 0.00 0.00 9.00 8,100.00 10.00 9,000.00 19.00 17,100.00

35.05 m2 46,203.00 0.00 0.00 1.02 47,127.06 20,628.00 0 0.00 3,064.00 0.00 0.00 0.00 0.00 0.00 15,696.00 0.00 3,360.00 0.00 0.00 0.00 1,006.00 0.00 1,050.00 0.00 1,399.00 0.00

TOTAL 559,155.00 612,595.81 195532 0 47301 0 0 0 0 245612 31432 0 0 9428 10384 19466

PRELIMINARY QUANTITY SUMMARY FOR ROADWORKS

Cen

tena

ry R

oad

Alig

nmen

t

Cent

enar

y Ro

ad

Dev

iatio

n

Lova

to R

d C

ross

ing

Lova

to R

d De

viat

ion

Mod

derf

onte

in

Rd

Cro

ssin

g

Rhod

esfie

ld

Clo

sure

Ard

eer R

d Al

ignm

ent

Hilto

n, C

lule

e &

D

ougl

as R

d

Cre

ssla

wn

Clos

ure

Pres

sbur

g R

d Re

alig

nmen

t

Ant

wer

p /

Ce

nten

ary

Rd

Inte

rcha

nge

Pret

oria

Rd

/ An

dre

Gre

yven

stei

n

CHEMICAL STABILISATION EXTRA OVER UNSTABILISED COMPACTED LAYERS:(a) Gravel subbase layer , 150mm thick(b) Gravel subbase layer , 250mm thick

CURING BY COVERING WITH THE SUBSEQUENT LAYER

Page 8: Modderfontein BOQ Roads

DP4 THYS BUDGET

ITEM DESCRIPTION

UNIT

TOTA

L Q

TY

Rat

e

TOTA

L A

MO

UN

T

Rat

e

TOTA

L A

MO

UN

T

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

Che

stnu

t Rd

AM

OU

NT

AM

OU

NT

AM

OU

NT

K11

5

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

SECTION 3600 CRUSHED STONE BASE36.01 CRUSHED STONE BASE

m3 6,931.00 330.00 2,287,230.00 426.53 2,956,279.43 3,094.00 1021020 0 460.00 151800 0 0 0 0 2,354.00 776820 504.00 166320 0 0 151.00 49830 158.00 52140 210.00 69300

TOTAL 2,287,230.00 2,956,279.43 0 151800 0 0 0 0 776820 166320 0 0 49830 52140 69300

PRELIMINARY QUANTITY SUMMARY FOR ROADWORKS

Cen

tena

ry R

oad

Alig

nmen

t

Cen

tena

ry R

oad

Dev

iatio

n

Lova

to R

d C

ross

ing

Lova

to R

d D

evia

tion

Mod

derf

onte

in

Rd

Cro

ssin

g

Rho

desf

ield

C

losu

re

Ard

eer R

d A

lignm

ent

Hilt

on, C

lule

e &

D

ougl

as R

d

Cre

ssla

wn

Clo

sure

Pres

sbur

g R

d R

ealig

nmen

t

Ant

wer

p /

C

ente

nary

Rd

Inte

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Pret

oria

Rd

/ A

ndre

G

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enst

ein

(a) Constructed from type G1 material obtained from commercial sources and compacted to 88% of apparent relative density (150mm thick)

Page 9: Modderfontein BOQ Roads

DP4 THYS BUDGET

ITEM DESCRIPTION

UNIT

TOTA

L Q

TY

Rat

e

TOTA

L A

MO

UN

T

Rat

e

TOTA

L A

MO

UN

T

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

Che

stnu

t Rd

AM

OU

NT

AM

OU

NT

AM

OU

NT

K11

5

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

SECTION

38.01

m2 2732 7.50 20490 50.48 137911.36 0 0 0 0 0 0 0 0 860 6450 0 200 1500 360 2700 1057 7928 255 1913

(iv) Exceeding 60mm m2 0 10.00 0 38.39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

38.02 0 0 0 0 0 0 0 0 0 0 0 0 0 0

m3 5548 150.00 832200 50.48 280063.04 0 1120 168000 180 27000 163 24450 53 7950 0 0 0 0 4032 604800 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0

(c) Exceeding 60 mm m3 0 38.39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0

38.04 0 0 0 0 0 0 0 0 0 0 0 0 0 0

(a) Non-cemented material m3 5871 30.00 176130 20.51 120414.21 0 0 0 0 4800 144000 0 0 0 0 1071 32130 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0

38.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0

m 1033 10.00 10330 23.18 23944.94 269 2690 0 0 62 620 197 1970 0 0 120 1200 115 1150 0 0 43 430 15 150 212 2120

38.1 PREPARING STOCKPILE SITES m2 0 5.00 0 2.87 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

38.14 No 3 7,500.00 22500 3191.4 9574.2 0 0 1 7500 1 7500 1 7500 0 0 0 0 0 0 0 0 0

TOTAL 1061650 571907.75 2690 168000 34500 32570 161420 0 0 1200 7600 636930 1500 3130 8078 4033

PRELIMINARY QUANTITY SUMMARY FOR ROADWORKS

Cen

tena

ry R

oad

Alig

nmen

t

Cen

tena

ry R

oad

Dev

iatio

n

Lova

to R

d C

ross

ing

Lova

to R

d D

evia

tion

Mod

derf

onte

in

Rd

Cro

ssin

g

Rho

desf

ield

C

losu

re

Ard

eer R

d A

lignm

ent

Hilt

on, C

lule

e &

D

ougl

as R

d

Cre

ssla

wn

Clo

sure

Pres

sbur

g R

d R

ealig

nmen

t

Ant

wer

p /

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3800 BREAKING UP EXISTING PAVEMENT LAYERSEXCAVATING AND REMOVING EXISTING BITUMINOUS MATERIAL (EXCEPT MILLED MATERIAL)(c) Material to be disposed of with the average depth of excavation:(iii) Exceeding 30mm but not exceeding 60mm

MILLING OUT EXISTING BITUMINOUS MATERIAL WITH AN AVERAGE MILLING DEPTH:(b) Exceeding 30mm but not exceeding 60mm

(Applicable if recovery of material from deviations or existing pavement is required for re-use. Small volumes will not warrant establishment of the machine)

(Applicable if recovery of material from deviations or existing pavement is required for re-use. Small volumes will not warrant establishment of the machine)

EXCAVATING AND SPOILING MATERIAL FROM AN EXISTING PAVEMENT AND/OR THE UNDERLYING FILL

(Item 33.14 more applicable if selection of material for re-use is not required)SAWING OR CUTTING ASPHALT OR CEMENTED PAVEMENT LAYERS:(b) Cutting asphalt with a diamond saw (ave depth 50mm)

PROVIDING THE MILLING MACHINE ON THE SITE (1m drum width)

Page 10: Modderfontein BOQ Roads

DP4 THYS BUDGET

ITEM DESCRIPTION

UNIT

TOTA

L Q

TY

Rat

e

TOTA

L A

MO

UN

T

Rat

e

TOTA

L A

MO

UN

T

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

Che

stnu

t Rd

AM

OU

NT

AM

OU

NT

AM

OU

NT

K11

5

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

SECTION 4100 PRIME COAT41.01 PRIME COAT

(a) MC30 or equivalent (0.7 l/m2) litre 39,658.00 5.00 198,290.00 4.30 170,529.40 14,440.00 72,200.00 784.00 3,920.00 2,145.00 10,725.00 3,259.00 16,295.00 1,063.00 5,315.00 0.00 1,204.00 6,020.00 10,987.00 54,935.00 2,352.00 11,760.00 903.00 4,515.00 151.00 755.00 704.00 3,520.00 735.00 3,675.00 931.00 4,655.00

TOTAL 198,290.00 170,529.40 72,200.00 3,920.00 10,725.00 16,295.00 5,315.00 0.00 6,020.00 54,935.00 11,760.00 4,515.00 755.00 3,520.00 3,675.00 4,655.00

PRELIMINARY QUANTITY SUMMARY FOR ROADWORKS

Cen

tena

ry R

oad

Alig

nmen

t

Cen

tena

ry R

oad

Dev

iatio

n

Lova

to R

d C

ross

ing

Lova

to R

d D

evia

tion

Mod

derf

onte

in

Rd

Cro

ssin

g

Rho

desf

ield

C

losu

re

Ard

eer R

d A

lignm

ent

Hilt

on, C

lule

e &

D

ougl

as R

d

Cre

ssla

wn

Clo

sure

Pres

sbur

g R

d R

ealig

nmen

t

Ant

wer

p /

C

ente

nary

Rd

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rcha

nge

Pret

oria

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/ A

ndre

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reyv

enst

ein

Page 11: Modderfontein BOQ Roads

DP4 PRELIMINARY QUANTITY SUMMARY FOR ROADWORKS THYS BUDGET

ITEM DESCRIPTION

UNIT

TOTA

L Q

TY

Rat

e

TOTA

L A

MO

UN

T

Rat

e

TOTA

L A

MO

UN

T

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

Che

stnu

t Rd

AM

OU

NT

AM

OU

NT

AM

OU

NT

K11

5

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

SECTION 4200 ASPHALT SURFACING AND BASE

42.01(a) Continuously graded ton 5002 400.00 2,000,800.00 649.49 3,248,748.98 2465 986,000.00 0.00 450 180,000.00 0.00 0.00 0.00 0.00 1095 438,000.00 494 197,600.00 0.00 0.00 148 59,200.00 154 61,600.00 196 78,400.00

42.02 (a) Continuously graded (medium) ton 0 792.62 0.00

42.02 (a) Continuously graded (medium) ton 3821 430.00 1,642,999.90 683.44 2,611,376.40 1440.93 619,599.90 96 41,280.00 263 113,090.00 399 171,570.00 130 55,900.00 0.00 147 63,210.00 638 274,340.00 288 123,840.00 111 47,730.00 18 7,740.00 86 36,980.00 90 38,700.00 114 49,020.00

42.04 TACK COAT OF 30% STABLE GRADE EMULSION (0.5 l/m2) litre 51294 3.00 153,882.00 5.72 293,401.68 20628 61,884.00 560 1,680.00 3064 9,192.00 2328 6,984.00 759 2,277.00 0.00 860 2,580.00 15696 47,088.00 3360 10,080.00 645 1,935.00 108 324.00 1006 3,018.00 1050 3,150.00 1230 3,690.00

42.09 (a) Continuously graded (medium) ton 43 700.00 30,100.00 792.62 34,082.66 0.00 0.00 43 30,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

42.21 ESTABLISHING THE ASPHALT PAVING PLANT ON SITE (a) Establishing the paving unit No 13 25,000.00 325,000.00 6,382.80 82,976.40 1 25,000.00 1 25,000.00 1 25,000.00 1 25,000.00 1 25,000.00 0.00 1 25,000.00 1 25,000.00 1 25,000.00 1 25,000.00 1 25,000.00 1 25,000.00 1 25,000.00 1 25,000.00(b) Relocating the paving unit to new site No 17 7,500.00 127,500.00 6,382.80 108,507.60 1 7,500.00 1 7,500.00 1 7,500.00 1 7,500.00 1 7,500.00 0.00 4 30,000.00 1 7,500.00 1 7,500.00 2 15,000.00 1 7,500.00 1 7,500.00 1 7,500.00 1 7,500.00

TOTAL 4,280,281.90 6,379,093.72 1,699,983.90 75,460.00 364,882.00 211,054.00 90,677.00 0.00 120,790.00 791,928.00 364,020.00 89,665.00 40,564.00 131,698.00 135,950.00 163,610.00

Cen

tena

ry R

oad

Alig

nmen

t

Cen

tena

ry R

oad

Devi

atio

n

Lova

to R

d Cr

ossi

ng

Lova

to R

d De

viat

ion

Mod

derf

onte

in

Rd C

ross

ing

Rho

desf

ield

Cl

osur

e

Arde

er R

d A

lignm

ent

Hilt

on, C

lule

e &

D

ougl

as R

d

Cre

ssla

wn

Clo

sure

Pres

sbur

g R

d R

ealig

nmen

t

Ant

wer

p /

C

ente

nary

Rd

Inte

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nge

Pret

oria

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yven

stei

n

ASPHALT BASE (60 to 100mm THICK, 60/70 PEN GRADE BITUMEN, 37,5mm MAXIMUM AGGREGATE SIZE):

ASPHALT SURFACING (50mm THICK, 60/70 PEN GRADE BITUMEN, 19mm MAXIMUM AGGREGATE SIZE):

ASPHALT SURFACING (35mm THICK, 60/70 PEN GRADE BITUMEN, 13,2mm MAXIMUM AGGREGATE SIZE):

ASPHALT SURFACING ON BRIDGE DECKS (50mm THICK, 60/70 PEN GRADE BITUMEN, 13mm MAXIMUM AGGREGATE SIZE):

Page 12: Modderfontein BOQ Roads

DP4 THYS BUDGET

ITEM DESCRIPTION

UNIT

TOTA

L Q

TY

Rat

e

TOTA

L A

MO

UN

T

Rat

e

TOTA

L A

MO

UN

T

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

Che

stnu

t Rd

AM

OU

NT

AM

OU

NT

AM

OU

NT

K11

5

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

SECTION 5100: PITCHING, STONEWORK ETC

51.01 Stone pitching

(a) Plain pitching (i) Method 1 m2 182.00 70.00 12,740.00 73.62 13,398.84 120.00 8,400 0 14.00 980 0 0 0 0 0 48.00 3,360 0 0 0 0 0

(b) Grouted stone pitching m2 156.00 100.00 15,600.00 111.76 17,434.56 68.00 6,800 0 14.00 1,400 0 2.00 200 0 8.00 800 48.00 4,800 12.00 1,200 0 0 2.00 200 0 2.00 200

51.04 Concrete pitching and block paving

(a) Cast in situ concrete pitching m2 156.00 150.00 23,400.00 153.80 23,992.80 68.00 10,200 0 14.00 2,100 0 2.00 300 0 8.00 1,200 48.00 7,200 12.00 1,800 0 0 2.00 300 0 2.00 300

m2 1,379.00 80.00 110,320.00 77.06 106,265.74 0 0 0 0 525.00 42,000 0 0 250.00 20,000 0 0 0 0 80.00 6,400 524.00 41,920

51.05 Concrete edge beams (Class 20/19) m3 10.10 1,150.00 11,615.00 1,019.80 10,299.98 0 0 0 0 5.00 5,750 0 0 0.10 115 0 0 0 0 0 5.00 5,750

51.07 Foundation trenches m3 25.30 60.00 1,518.00 81.22 2,054.87 0 0 0 0 12.00 720 0 0 0.30 18 0 0 0 0 0 13.00 780

TOTAL 175,193.00 173,446.79 25,400.00 0.00 4,480.00 0.00 48,970.00 0.00 2,000.00 32,133.00 6,360.00 0.00 0.00 500.00 6,400.00 48,950.00

PRELIMINARY QUANTITY SUMMARY FOR ROADWORKS

Cen

tena

ry R

oad

Alig

nmen

t

Cen

tena

ry R

oad

Dev

iatio

n

Lova

to R

d C

ross

ing

Lova

to R

d D

evia

tion

Mod

derf

onte

in

Rd

Cro

ssin

g

Rho

desf

ield

C

losu

re

Ard

eer R

d A

lignm

ent

Hilt

on, C

lule

e &

D

ougl

as R

d

Cre

ssla

wn

Clo

sure

Pres

sbur

g R

d R

ealig

nmen

t

Ant

wer

p /

C

ente

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Rd

Inte

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Pret

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ein

(b) Segmental block paving (60mm G-Block or similar) for sidewalks

Page 13: Modderfontein BOQ Roads

DP4 THYS BUDGET

ITEM DESCRIPTION

UNIT

TOTA

L Q

TY

Rat

e

TOTA

L A

MO

UN

T

Rat

e

TOTA

L A

MO

UN

T

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

Che

stnu

t Rd

AM

OU

NT

AM

OU

NT

AM

OU

NT

K11

5

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

5200: GABIONS52.02 Surface preparation m2 390.00 7.50 2,925.00 3.24 1,263.60 246.00 1,845.00 0.00 0.00 0.00 0.00 0.00 0.00 96 720.00 48 360.00 0.00 0.00 0.00 0.00 0.0052.03 Gabions

(a) Galvanised gabion boxes m3 0.00 400.00 0.00 265.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(c) Galvanised gabion mattresses m3 90.00 450.00 40,500.00 325.96 29,336.40 57.00 25,650.00 0.00 0.00 0.00 0.00 0.00 0.00 22 9,900.00 11 4,950.00 0.00 0.00 0.00 0.00 0.0052 Filter fabric m2 430.00 10.00 4,300.00 13.14 5,650.20 271.00 2,710.00 0.00 0.00 0.00 0.00 0.00 0.00 106 1,060.00 53 530.00 0.00 0.00 0.00 0.00 0.00

B52.05 Removal of gabion walls m3 0.00 65.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

TOTAL 47,725.00 36,250.20 30,205.00 0.00 0.00 0.00 0.00 0.00 0.00 11,680.00 5,840.00 0.00 0.00 0.00 0.00 0.00

PRELIMINARY QUANTITY SUMMARY FOR ROADWORKS

Cent

enar

y R

oad

Alig

nmen

t

Cent

enar

y R

oad

Devi

atio

n

Lova

to R

d Cr

ossi

ng

Lova

to R

d De

viat

ion

Mod

derf

onte

in

Rd C

ross

ing

Rhod

esfie

ld

Clos

ure

Arde

er R

d Al

ignm

ent

Hilto

n, C

lule

e &

Do

ugla

s Rd

Cres

slaw

n Cl

osur

e

Pres

sbur

g Rd

Re

alig

nmen

t

Antw

erp

/

Cent

enar

y R

d In

terc

hang

e

Pret

oria

Rd

/ An

dre

Gre

yven

stei

n

SECTION

Page 14: Modderfontein BOQ Roads

DP4 THYS BUDGET

ITEM DESCRIPTION

UNIT

TOTA

L Q

TY

Rat

e

TOTA

L A

MO

UN

T

Rat

e

TOTA

L A

MO

UN

T

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

Che

stnu

t Rd

AM

OU

NT

AM

OU

NT

AM

OU

NT

K11

5

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

5400: GUARDRAILS54.01 Guardrails on timber posts m 1,039.00 200.00 207,800.00 159.90 166,136.10 319.00 63,800.00 0.00 346.00 69,200.00 0.00 0.00 0.00 0.00 120.00 24,000.00 98.00 ### 0.00 0.00 0.00 0.00 156.00 31,200.00

54.03 m 44.00 100.00 4,400.00 50.00 2,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 4,400.0054.04 End treatments

(a) End wings No. 9.00 125.00 1,125.00 180.00 1,620.00 2.00 250.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 500.00 2.00 250.00 0.00 0.00 0.00 0.00 1.00 125.00(c) Bridge adaptors No. 4.00 2,450.00 9,800.00 3,840.00 15,360.00 0.00 0.00 4.00 9,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

54.05 Additional guardrail posts No. 120.00 65.00 7,800.00 130.00 15,600.00 20.00 1,300.00 0.00 40.00 2,600.00 0.00 0.00 0.00 0.00 40.00 2,600.00 10.00 650.00 0.00 0.00 0.00 0.00 10.00 650.0054.07 Removing existing guardrails m 465.00 50.00 23,250.00 20.00 9,300.00 0.00 16.00 800.00 0.00 0.00 319.00 15,950.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 130.00 6,500.00

54.09 (a) Single guardrail m 338.00 50.00 16,900.00 30.00 10,140.00 0.00 19.00 950.00 0.00 0.00 319.00 15,950.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

54.11 (a) Guardrails m 107.00 120.00 12,840.00 130.00 13,910.00 0.00 8.00 960.00 0.00 0.00 99.00 11,880.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00(b) Timber posts No. 91.00 65.00 5,915.00 50.00 4,550.00 0.00 6.00 390.00 0.00 0.00 85.00 5,525.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00(d) Reflective plates No. 46.00 30.00 1,380.00 25.00 1,150.00 0.00 3.00 90.00 0.00 0.00 43.00 1,290.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00(e) Spacer blocks No. 91.00 10.00 910.00 15.00 1,365.00 0.00 6.00 60.00 0.00 0.00 85.00 850.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

No. 91.00 10.00 910.00 5.00 455.00 0.00 6.00 60.00 0.00 0.00 85.00 850.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

No. 91.00 15.00 1,365.00 17.50 1,592.50 0.00 6.00 90.00 0.00 0.00 85.00 1,275.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00(h) reinforcing plates No. 91.00 7.50 682.50 5.00 455.00 0.00 6.00 45.00 0.00 0.00 85.00 637.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Total 295,077.50 243,833.60 65,350.00 3,445.00 81,600.00 0.00 54,207.50 0.00 0.00 27,100.00 ### 0.00 0.00 0.00 0.00 42,875.00

PRELIMINARY QUANTITY SUMMARY FOR ROADWORKS

Cen

tena

ry R

oad

Alig

nmen

t

Cent

enar

y R

oad

Dev

iatio

n

Lova

to R

d C

ross

ing

Lova

to R

d D

evia

tion

Mod

derf

onte

in

Rd

Cro

ssin

g

Rho

desf

ield

C

losu

re

Ard

eer R

d A

lignm

ent

Hilt

on, C

lule

e &

D

ougl

as R

d

Cre

ssla

wn

Clo

sure

Pres

sbur

g R

d R

ealig

nmen

t

Ant

wer

p /

C

ente

nary

Rd

Inte

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nge

Pret

oria

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/ A

ndre

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reyv

enst

ein

SECTION

Extra over items 54.01, 54.02 and 54.11 for horizontally curved guardrails factory bent to a radius of less than 45m

Re-erection of guardrails with recovered and/or new material

New material required for the re-erection of guardrails with recovered materials:

(f) Splice bolts complete with nut and washer(g) Post bolt complete with nut and washer

Page 15: Modderfontein BOQ Roads

DP4 THYS BUDGET

ITEM DESCRIPTION

UNIT

TOTA

L Q

TY

Rat

e

TOTA

L A

MO

UN

T

Rat

e

TOTA

L A

MO

UN

T

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

Che

stnu

t Rd

AM

OU

NT

AM

OU

NT

AM

OU

NT

K11

5

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

5500: FENCING55.06 Providing temporary fencing and gates

(c) Pedestrian fence m 0.00 150.00 0.00 57.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(d) Temporary gates No 0.00 450.00 0.00 850.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

TOTAL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

PRELIMINARY QUANTITY SUMMARY FOR ROADWORKS

Cen

tena

ry R

oad

Alig

nmen

t

Cen

tena

ry R

oad

Dev

iatio

n

Lova

to R

d C

ross

ing

Lova

to R

d D

evia

tion

Mod

derf

onte

in

Rd

Cro

ssin

g

Rho

desf

ield

C

losu

re

Ard

eer R

d A

lignm

ent

Hilt

on, C

lule

e &

D

ougl

as R

d

Cre

ssla

wn

Clo

sure

Pres

sbur

g R

d R

ealig

nmen

t

Ant

wer

p /

C

ente

nary

Rd

Inte

rcha

nge

Pret

oria

Rd

/ A

ndre

G

reyv

enst

ein

SECTION

Page 16: Modderfontein BOQ Roads

DP4 PRELIMINARY QUANTITY SUMMARY FOR ROADWORKS THYS BUDGET

ITEM DESCRIPTION

UNIT

TOTA

L Q

TY

Rat

e

TOTA

L A

MO

UN

T

Rat

e

TOTA

L A

MO

UN

T

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

Che

stnu

t Rd

AM

OU

NT

AM

OU

NT

AM

OU

NT

K11

5

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

AM

OU

NT

SECTION 5600: ROAD SIGNS

56.01

(c) Prepainted galvanised steel plate (chromadek or approved equivalent) (i) Area not exceeding 2m2 m2 28.00 380.00 10,640.00 414.67 11,610.76 12.00 4,560.00 0.00 2.00 760.00 0.00 0.00 0.00 2.00 760.00 3.00 1,140.00 0.00 2.00 760.00 1.00 380.00 2.00 760.00 4.00 1,520.00 0.00 (ii) Area exceeding 2m2 but not 10m2 m2 30.00 400.00 12,000.00 387.73 11,631.90 7.00 2,800.00 0.00 0.00 0.00 0.00 0.00 0.00 9.00 3,600.00 0.00 0.00 0.00 0.00 14.00 5,600.00 0.00

56.03 Road sign supports (overhead road sign structures excluded) (b) Timber: (i) 100mm tip diameter m 143.00 40.00 5,720.00 45.29 6,476.47 46.00 1,840.00 0.00 17.00 680.00 0.00 0.00 0.00 17.00 680.00 13.00 520.00 0.00 17.00 680.00 0.00 8.00 320.00 25.00 1,000.00 0.00 (ii) 150mm tip diameter m 59.00 75.00 4,425.00 56.29 3,321.11 17.00 1,275.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 600.00 0.00 0.00 0.00 0.00 34.00 2,550.00 0.00 (iii) 200mm tip diameter m 15.00 135.00 2,025.00 67.29 1,009.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.00 2,025.00 0.00 0.00 0.00 0.00 0.00 0.00

56.05 m3 17.00 150.00 2,550.00 132.77 2,257.09 7.00 1,050.00 0.00 1.00 150.00 0.00 0.00 0.00 1.00 150.00 6.00 900.00 0.00 1.00 150.00 0.00 1.00 150.00 0.00 0.00

B56.10

No 0.00 500,000.00 0.00 250,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00(b) London Road Interchange: Western Ramps Intersection No 1.00 500,000.00 500,000.00 250,000.00 250,000.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 500,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

B56.11

No 0.00 5,000.00 0.00 150,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

No 0.00 5,000.00 0.00 150,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(c) Intersection K115 and Modderfontein Road (To suit new intersection layout) No 2.98 5,000.00 14,900.00 150,000.00 447,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.98 14,900.00 0.00 0.00 0.00 0.00 0.00 0.00

No 0.00 5,000.00 0.00 150,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

No 1.00 5,000.00 5,000.00 150,000.00 150,000.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 5,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

No 0.00 5,000.00 0.00 150,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

No 0.00 5,000.00 0.00 150,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

No 0.00 5,000.00 0.00 150,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

TOTAL 557,260.00 883,306.68 11,525.00 0.00 1,590.00 0.00 0.00 0.00 506,590.00 23,685.00 0.00 1,590.00 380.00 1,230.00 10,670.00 0.00

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Road signboards with painted or coloured semi-matt background. Symbols, lettering and borders in semi-matt black or in Class 1 retro-reflective material, where the sign board is constructed from:

Excavation and backfilling for road sign supports (not applicable to kilometre posts)Provision and installation of a new set of signals including all associated electronic equipment, ducts, cables and power connections at the following locations:(a) Intersection Marlboro Station Access Road and Far East Bank (Refer Dwg No. 00401914)

Relocation of existing signal poles including all associated electronic equipment, ducts, cables and power connections at the following locations:(a) Intersection Marlboro Drive and Northway (Refer Dwg No. 00401798)(b) Intersection Marlboro Drive and Southway (Refer Dwg No. 00401776)

(d) Intersection Andre Greyvenstein and Pretoria Roads (Refer Dwg No. 00401768 Sheets 2 and 3)(f) Temporary relocation of poles at Intersection N3 Northbound Ramps and Marlboro Drive (Refer Dwg No. 00401780)(g) Restoration of poles at Intersection N3 Northbound Ramps and Marlboro Drive (Refer Dwg No. 00401780)(h) Temporary relocation of poles at Intersection N3 Southbound Ramps and Marlboro Drive (Refer Dwg No. 00401780)(i) Restoration of poles at Intersection N3 Southbound Ramps and Marlboro Drive (Refer Dwg No. 00401780)

Page 17: Modderfontein BOQ Roads

DP4 PRELIMINARY QUANTITY SUMMARY FOR ROADWORKS THYS BUDGET

ITEM DESCRIPTION

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5700: ROAD MARKINGS

B57.09 5.00 20,000.00 100,000.00 21,000.00 105,000.00 1.00 20,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 20,000.00 0.00 0.00 1.00 20,000.00 1.00 20,000.00 1.00 20,000.00

B57.10 (a) Lines (all colours)

(i) For single lane widening 0.20 5,000.00 1,000.00 3,950.00 790.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.20 1,000.00

(ii) For 2 lane configuration 2.40 7,500.00 18,000.00 6,250.00 15,000.00 0.90 6,750.00 0.00 0.50 3,750.00 0.00 0.00 0.00 0.00 0.00 0.60 4,500.00 0.00 0.00 0.20 1,500.00 0.20 1,500.00 0.00

(iii) For 3 lane configuration 0.40 10,000.00 4,000.00 8,450.00 3,380.00 0.00 0.00 0.00 0.00 0.30 3,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 1,000.00

(iv) For 4 lane configuration 2.40 12,500.00 30,000.00 10,300.00 24,720.00 1.80 22,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 7,500.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(b) Lettering and symbols (all colours) 4.00 500.00 2,000.00 2,500.00 10,000.00 1.00 500.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 500.00 0.00 0.00 0.00 0.00 1.00 500.00 1.00 500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 102.00 0.00

(c) Traffic islands (fully marked area) m2 460.00 55.00 25,300.00 50.00 23,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 460.00 25,300.00 0.00 0.00 0.00 0.00 0.00 0.00

TOTAL 180,300.00 181,890.00 49,750.00 0.00 3,750.00 0.00 3,000.00 0.00 0.00 33,300.00 24,500.00 0.00 0.00 21,500.00 22,000.00 22,500.00

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SECTION

Removal of existing permanent roadmarkings for modification of existing configuration

Lump sum

Setting out, premarking and painting roadmarkings, lettering, symbols and islands as shown on the drawings:

km of roadwaykm of roadwaykm of roadwaykm of roadway

Lump sum

Page 18: Modderfontein BOQ Roads

DP4 PRELIMINARY QUANTITY SUMMARY FOR ROADWORKS THYS BUDGET

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SECTION 5800 LANDSCAPING AND PLANTING PLANTS58.01 Trimming

(a) Machine trimming m2 15,456.00 1.25 19,320.00 1.02 15,765.12 0.00 1120 1400.00 0.00 4656 5820.00 600 750.00 5000 6250.00 0.00 0.00 0.00 3600 4500.00 0.00 480 600.00 0.00 0.00(b) Hand trimming m2 600.00 2.00 1,200.00 0.90 540.00 0.00 0.00 0.00 0.00 600 1200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

58.03 Preparing the areas for grassing 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00(a) Ripping ha 1.49 3,500.00 5,215.00 900.00 1,341.00 0.00 0.11 385.00 0.00 0.47 1645.00 0.00 0.50 1750.00 0.00 0.00 0.00 0.36 1260.00 0.00 0.05 175.00 0.00 0.00(b) Scarifying for loosening topsoil ha 0.00 5,000.00 0.00 900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00(c) Topsoiling within the road reserve,where the following materials are used:

(i) Topsoil obtained from within the rail reserve or borrow areas (free haul 1,0km) m3 7,810.00 25.00 195,250.00 22.41 175,022.10 2,759.00 68975.00 224.00 5600.00 446.00 11150.00 1,448.00 36200.00 120.00 3000.00 1,000.00 25000.00 28.00 700.00 610.00 15250.00 581.00 14525.00 381.00 9525.00 7.00 175.00 116.00 2900.00 22.00 550.00 68.00 1700.00(e) Providing and applying chemical fertilizers etc 0.00 (iv) 2:3:2(22) t 4.36 5,000.00 21,800.00 2,260.00 9,853.60 1.16 5800.00 0.70 3500.00 0.27 1350.00 0.87 4350.00 0.07 350.00 0.30 1500.00 0.02 100.00 0.37 1850.00 0.25 1250.00 0.23 1150.00 0.00 0.07 350.00 0.01 50.00 0.04 200.00(f) Stockpiling topsoil (free haul 1,0km) m3 19,753.00 20.00 395,060.00 9.69 191,406.57 8,809.00 176180.00 224.00 4480.00 0.00 1,448.00 28960.00 0.00 0.00 229.00 4580.00 6,401.00 128020.00 1,810.00 36200.00 229.00 4580.00 14.00 280.00 175.00 3500.00 168.00 3360.00 246.00 4920.00

58.04 Grassing (a) The planting of grass cuttings (kikiyu) ha 4.62 100,000.00 462,000.00 10,000.00 46,200.00 1.93 193000.00 0.11 11000.00 0.45 45000.00 0.00 1.20 120000.00 0.00 0.00 0.00 0.41 41000.00 0.38 38000.00 0.00 0.12 12000.00 0.02 2000.00 0.00(b) Sodding by using the following types of sods (i) Nursery sods (kikiyu) m2 4,053.00 10.00 40,530.00 17.50 70,927.50 0.00 0.00 0.00 0.00 0.00 1,500.00 15000.00 280.00 2800.00 1,521.00 15210.00 0.00 0.00 70.00 700.00 0.00 0.00 682.00 6820.00(c) Hydroseeding 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00(i) Providing an approved seed mixture for hydroseeding kg 111.00 10.00 1,110.00 56.00 6,216.00 0.00 0.00 0.00 100.00 1000.00 0.00 0.00 0.00 11.00 110.00 0.00 0.00 0.00 0.00 0.00 0.00(ii) Providing and approved mulch kg 566.00 10.00 5,660.00 15.00 8,490.00 0.00 0.00 0.00 0.00 0.00 245.00 2450.00 0.00 321.00 3210.00 0.00 0.00 0.00 0.00 0.00 0.00(iii) Hydroseeding ha 2.26 0.00 3,000.00 6,780.00 0.00 0.00 0.00 1.45 0.00 0.00 0.35 0.00 0.00 0.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00

58.05 Watering the grass when established by topsoiling only kl 234.00 20.00 4,680.00 15.00 3,510.00 208.00 4160.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.00 520.00 0.00 0.00 0.00 0.00 0.00

58.06 kl 1,393.00 20.00 27,860.00 15.00 20,895.00 482.00 9640.00 28.00 560.00 0.00 362.00 7240.00 0.00 125.00 2500.00 0.00 153.00 3060.00 102.00 2040.00 95.00 1900.00 0.00 29.00 580.00 0.00 17.00 340.0058.07 Mowing the grass ha 18.10 2,000.00 36,200.00 1,000.00 18,100.00 1.93 3860.00 1.12 2240.00 4.46 8920.00 0.00 0.60 1200.00 0.30 600.00 0.06 120.00 0.00 4.09 8180.00 3.81 7620.00 0.01 20.00 1.16 2320.00 0.22 440.00 0.34 680.00

58.1 Extra work for landscaping Prov. Sum 5.00 1.00 5.00 10,000.00 50,000.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00

58.11 Weeding all grass-seeded areas and the grass when established by topsoiling only ha 4.99 1,500.00 7,485.00 750.00 3,742.50 0.42 630.00 0.00 0.00 2.90 4350.00 0.00 0.70 1050.00 0.00 0.92 1380.00 0.05 75.00 0.00 0.00 0.00 0.00 0.00

TOTAL 1,223,375.00 761,129.00 462,246.00 29,165.00 66,420.00 89,565.00 126,500.00 56,101.00 8,300.00 168,091.00 103,790.00 68,535.00 1,175.00 22,425.00 6,401.00 14,661.00

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Watering the already planted grass, trees and shrubs during periods of drought experienced during the growing season

Page 19: Modderfontein BOQ Roads

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SECTION59.01 FINISHING THE ROAD AND ROAD RESERVE:

(a) Single carriageway of road reserve km 4.60 7,500.00 34,500.00 6,412.42 29,497.13 1.60 12000.0 0.0 0.40 3000.0 0.0 0.0 0.0 0.40 3000.0 0.60 4500.0 0.60 4500.0 0.30 2250.0 0.10 750.0 0.10 750.0 0.20 1500.0 0.30 2250.0

TOTAL 34,500.00 29,497.13 12,000.00 0.00 3,000.00 0.00 0.00 0.00 3,000.00 4,500.00 4,500.00 2,250.00 750.00 750.00 1,500.00 2,250.00

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5900 FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS

Page 20: Modderfontein BOQ Roads

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SECTION 6700 STRUCTURAL STEELWORK

B67.01 No 0.00

PRELIMINARY QUANTITY SUMMARY FOR ROADWORKS

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(a) Erection and subsequent removal of temporary prefabricated steel pedestrian bridge at Marlboro interchange over widened southbound ramps. Refer drawing CIV 040 D01 00401 612 01 Approximate quantity of structural steel, Supports 5.0 ton, Deck 7.2 ton, stairs 3.0 ton.

Page 21: Modderfontein BOQ Roads

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7400: PATENTED EARTH RETAINING SYSTEMS

74.01 (a) Loffelstein earth retaining systems (i) Wall of average height 4,5m m2 0 1,100.00 0.00(ii) Wall of average height 5m m2 0 1,200.00 0.00

0.00

PRELIMINARY QUANTITY SUMMARY FOR ROADWORKS

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SECTION