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DP4 PRELIMINARY SUMMARY FOR ROADWORKS
ITEM DESCRIPTION BUDGET TOTAL
Che
stnu
t Rd
K11
5
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
Cen
tena
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Alig
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Cen
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Dev
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Lova
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evia
tion
Mod
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Rd
Cro
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C
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Ard
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Hilt
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Cre
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Clo
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Rd
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Pret
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DP4 THYS BUDGET
ITEM DESCRIPTION
UNIT
TOTA
L Q
TY
RATE
TOTA
L A
MO
UN
T
RATE
TOTA
L A
MO
UN
T
AM
OU
NT
AM
OU
NT
AM
OU
NT
AM
OU
NT
Che
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t Rd
AM
OU
NT
AM
OU
NT
AM
OU
NT
K11
5
AM
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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
Cen
tena
ry R
oad
Alig
nmen
t
Cen
tena
ry R
oad
Dev
iatio
n
Lova
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ross
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Lova
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evia
tion
Mod
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d C
ross
ing
Rho
desf
ield
C
losu
re
Ard
eer R
d A
lignm
ent
Hilt
on, C
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e &
D
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as R
d
Cre
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Clo
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Pres
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g R
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ealig
nmen
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Ant
wer
p /
C
ente
nary
Rd
Inte
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Pret
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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
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
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AM
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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
Cent
enar
y R
oad
Alig
nmen
t
Cent
enar
y R
oad
Devi
atio
n
Lova
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Lova
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Mod
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ross
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Rhod
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Clos
ure
Ard
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d A
lignm
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Hilt
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Antw
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/
Cen
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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
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
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t Rd
AM
OU
NT
AM
OU
NT
AM
OU
NT
K11
5
AM
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NT
AM
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AM
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AM
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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
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oad
Alig
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Cen
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oad
Dev
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Mod
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Rd
Cro
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desf
ield
C
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Ard
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d A
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Hilt
on, C
lule
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D
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Cre
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Clo
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Pres
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g R
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Ant
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Rd
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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…..
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
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NT
AM
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AM
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AM
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AM
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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
rcha
nge
Pret
oria
Rd
/ A
ndre
G
reyv
enst
ein
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)
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)
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
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
rcha
nge
Pret
oria
Rd
/ A
ndre
G
reyv
enst
ein
(a) Constructed from type G1 material obtained from commercial sources and compacted to 88% of apparent relative density (150mm thick)
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 /
C
ente
nary
Rd
Inte
rcha
nge
Pret
oria
Rd
/ A
ndre
G
reyv
enst
ein
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)
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
Inte
rcha
nge
Pret
oria
Rd
/ A
ndre
G
reyv
enst
ein
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
rcha
nge
Pret
oria
Rd
/ An
dre
Gre
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):
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
nary
Rd
Inte
rcha
nge
Pret
oria
Rd
/ A
ndre
G
reyv
enst
ein
(b) Segmental block paving (60mm G-Block or similar) for sidewalks
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
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
rcha
nge
Pret
oria
Rd
/ A
ndre
G
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
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
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
Cent
enar
y R
oad
Alig
nmen
t
Cen
tena
ry R
oad
Devi
atio
n
Lova
to R
d Cr
ossi
ng
Lova
to R
d D
evia
tion
Mod
derf
onte
in
Rd
Cro
ssin
g
Rhod
esfie
ld
Clos
ure
Arde
er R
d A
lignm
ent
Hilto
n, C
lule
e &
Do
ugla
s R
d
Cres
slaw
n Cl
osur
e
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
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)
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
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
Cent
enar
y R
oad
Alig
nmen
t
Cen
tena
ry R
oad
Devi
atio
n
Lova
to R
d C
ross
ing
Lova
to R
d De
viat
ion
Mod
derf
onte
in
Rd
Cro
ssin
g
Rho
desf
ield
C
losu
re
Ard
eer R
d Al
ignm
ent
Hilto
n, C
lule
e &
Do
ugla
s R
d
Cres
slaw
n C
losu
re
Pres
sbur
g R
d Re
alig
nmen
t
Antw
erp
/
Cen
tena
ry R
d In
terc
hang
e
Pret
oria
Rd
/ An
dre
Gre
yven
stei
n
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
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 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
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
Watering the already planted grass, trees and shrubs during periods of drought experienced during the growing season
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
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
Cent
enar
y Ro
ad
Alig
nmen
t
Cent
enar
y R
oad
Devi
atio
n
Lova
to R
d C
ross
ing
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 &
Doug
las
Rd
Cres
slaw
n Cl
osur
e
Pres
sbur
g R
d Re
alig
nmen
t
Antw
erp
/
Cent
enar
y R
d In
terc
hang
e
Pret
oria
Rd
/ An
dre
Gre
yven
stei
n
5900 FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS
DP4
ITEM DESCRIPTION
UNIT
Che
stnu
t Rd
K11
5
SECTION 6700 STRUCTURAL STEELWORK
B67.01 No 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
(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.
DP4
ITEM DESCRIPTION
UNIT
Che
stnu
t Rd
K11
5
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
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
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