BR01 Vere Court Bridge 5,808,862.22$ BR02 Hopkins Road Bridge 7,849,691.75$ BR03 Sinclairs Road Bridge 7,018,592.56$ PBR01 Culvert - Pedestrian waterway crossing 700,098.75$ PBR02 Culvert - Pedestrian waterway crossing 700,098.75$ PBR03 Culvert - Pedestrian waterway crossing 700,098.75$ PBR04 Pedestrian bridge over Kororoit Creek 2,939,259.38$ PBR05 Pedestrian bridge over Kororoit Creek 2,234,509.88$ PBR06 Pedestrian bridge over Kororoit Creek 2,124,968.63$ PBR07 Pedestrian bridge over Kororoit Creek 1,866,866.63$ PBR08 Pedestrian bridge over Western Freeway 7,678,563.75$
TOTAL BRIDGE COST 39,621,611.03$
CU01 Culvert - Local connector road over constructed waterway 2,513,120.00$ CU02 Culvert - Tarleton Road existing culvert upgrade 3,380,960.00$ CU03 Culvert - Tarleton Road over constructed waterway 4,078,961.00$ CU04 Culvert - Tarleton Road over constructed waterway 3,380,960.00$ CU05 Culvert - Hopkins Road over constructed waterway 4,874,255.00$ CU06 Culvert - Taylors Road (RD11) over constructed waterway 2,767,118.91$ CU07 Culvert - Taylors Road (RD12) over constructed waterway 3,945,267.76$ CU08 Culvert - Taylors Road (RD14) over constructed waterway 2,767,118.91$ CU09 Culvert - E-W Connector Road 4 over constructed waterway 3,018,569.00$
TOTAL CULVERT COST 30,726,330.59$
TOTAL PROJECT COST 199,220,452.13$
ROAD PROJECTS- Intersections
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and
do not constitute a Bill of Quantities.
IT01 Melton Hwy /Hopkins Rd
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 28000 70,000.00$
Earth Works Cut (for boxing) cu m 30.00$ 5853.6 175,608.00$
Pavement Construct deep strength pavement (Arterial Pavement),
Intersection Lighting New lighting pole (All Inclusive) item 12,000.00$ 15 180,000.00$
Subtotal 2,949,854.00$
Council Fees 3.25% of cost of works item 3.25% 1 95,870.26$
Vicroads Fees Approval fee item 1% 1 29,498.54$
10 year Maintenance Fee item 75,000.00$ 1 75,000.00$
Traffic Management 5% of cost of works item 5% 1 147,492.70$
Environmental Management 0.5% of cost of works item 0.5% 1 14,749.27$
Survey & Design 5% of cost of works item 5% 1 147,492.70$
Supervision & Project
Management
9% of cost of works item 9% 1 265,486.86$
Site Establishment 2.5% of cost of works item 2.5% 1 73,746.35$
Contingency 15% of cost of works item 15% 1 442,478.10$
TOTAL 4,241,668.78$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
not constitute a Bill of Quantities.
IT02 Melton Hwy /N‐S Connector Rd 2
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 28000 70,000.00$
Earth Works Cut (for boxing) cu m 30.00$ 3345.75 100,372.50$
Construct deep strength pavement (Arterial Pavement),
Council Fees 3.25% of cost of works item 3.25% 1 73,425.54$
Vicroads Fees Approval Fees item 1% 1 22,592.48$
10 year Maintenance Fee item 75,000.00$ 1 75,000.00$
Traffic Management 5% of cost of works item 5% 1 112,962.38$
Environmental Management 0.5% of cost of works item 0.5% 1 11,296.24$
Survey & Design 5% of cost of works item 5% 1 112,962.38$
Supervision & Project
Management
9% of cost of works item 9% 1 203,332.28$
Site Establishment 2.5% of cost of works item 2.5% 1 56,481.19$
Contingency 15% of cost of works item 15% 1 338,887.13$
TOTAL 3,266,187.09$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
not constitute a Bill of Quantities.
IT03 Melton Hwy /N‐S Connector Rd 1
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 23000 57,500.00$
Earth Works Cut (for boxing) cu m 30.00$ 2933 87,990.00$
Construct deep strength pavement (Arterial Pavement),
Council Fees 3.25% of cost of works item 3.25% 1 65,970.06$
Vicroads Fees Approval Fees item 1% 1 20,298.48$
10 year Maintenance Fee item 75,000.00$ 1 75,000.00$
Traffic Management 5% of cost of works item 5% 1 101,492.40$
Environmental Management 0.5% of cost of works item 0.5% 1 10,149.24$
Survey & Design 5% of cost of works item 5% 1 101,492.40$
Supervision & Project
Management
9% of cost of works item 9% 1 182,686.32$
Site Establishment 2.5% of cost of works item 2.5% 1 50,746.20$
Contingency 15% of cost of works item 15% 1 304,477.20$
TOTAL 2,942,160.30$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
not constitute a Bill of Quantities.
IT04 Hopkins Road /E‐W Connector Rd 1
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 13750 34,375.00$
Earth Works Cut (for boxing) cu m 30.00$ 5149 154,470.00$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 6220 933,000.00$
Construct granular pavement (Council Pavement for
Collector Street 550mm depth)
sq m 75.00$ 1220 91,500.00$
Kerb & Channel SM2/SM3 m 55.00$ 1290 70,950.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 2220 111,000.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 165 9,900.00$
Drainage Subsoil Drains m 42.00$ 1419 59,598.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 22 47,300.00$
Drainage Pipe 375 dia m 180.00$ 235 42,300.00$
Drainage Pipe 450 dia m 250.00$ 155 38,750.00$
Drainage Pipe 600 dia m 370.00$ 295 109,150.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 7440 18,600.00$
Signage No 180.00$ 20 3,600.00$
Tactile pavers (per pram crossing) No 256.00$ 16 4,096.00$
Fencing m 25.00$ 850 21,250.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 3925 12,560.00$
Intersection Lighting New lighting pole (All Inclusive) No. 12,000.00$ 8 96,000.00$
Subtotal 2,100,899.00$
Council Fees 3.25% of cost of works item 3.25% 1 68,279.22$
Vicroads Fees Approval Fees item 1% 1 21,008.99$
10 year Maintenance Fee item 75,000.00$ 1 75,000.00$
Traffic Management 5% of cost of works item 5% 1 105,044.95$
Environmental Management 0.5% of cost of works item 0.5% 1 10,504.50$
Survey & Design 5% of cost of works item 5% 1 105,044.95$
Supervision & Project
Management
9% of cost of works item 9% 1 189,080.91$
Site Establishment 2.5% of cost of works item 2.5% 1 52,522.48$
Contingency 15% of cost of works item 15% 1 315,134.85$
TOTAL 3,042,519.84$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
not constitute a Bill of Quantities.
IT05 Hopkins Road /E‐W Connector Rd 2
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 14500 36,250.00$
Earth Works Cut (for boxing) cu m 30.00$ 5341 160,228.50$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 6360 954,000.00$
Construct granular pavement (Council Pavement for
Collector Street 550mm depth)
sq m 75.00$ 1385 103,875.00$
Kerb & Channel SM2/SM3 m 55.00$ 1285 70,675.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 2520 126,000.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 165 9,900.00$
Drainage Subsoil Drains m 42.00$ 1414 59,388.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 22 47,300.00$
Drainage Pipe 375 dia m 180.00$ 235 42,300.00$
Drainage Pipe 450 dia m 250.00$ 155 38,750.00$
Drainage Pipe 600 dia m 370.00$ 295 109,150.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 7745 19,362.50$
Signage No 180.00$ 20 3,600.00$
Tactile pavers (per pram crossing) No 256.00$ 24 6,144.00$
Intersection Lighting New lighting pole (All Inclusive) No. 12,000.00$ 9 108,000.00$
Subtotal 2,177,197.00$
Council Fees 3.25% of cost of works item 3.25% 1 70,758.90$
Vicroads Fees Approval Fees item 1% 1 21,771.97$
10 year Maintenance Fee item 75,000.00$ 1 75,000.00$
Traffic Management 5% of cost of works item 5% 1 108,859.85$
Environmental Management 0.5% of cost of works item 0.5% 1 10,885.99$
Survey & Design 5% of cost of works item 5% 1 108,859.85$
Supervision & Project
Management
9% of cost of works item 9% 1 195,947.73$
Site Establishment 2.5% of cost of works item 2.5% 1 54,429.93$
Contingency 15% of cost of works item 15% 1 326,579.55$
TOTAL 3,150,290.76$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
not constitute a Bill of Quantities.
IT06 Hopkins Road /E‐W Connector Rd 3
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 14500 36,250.00$
Earth Works Cut (for boxing) cu m 30.00$ 5270 158,100.00$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 6306 945,900.00$
Construct granular pavement (Council Pavement for
Collector Street 550mm depth)
sq m 75.00$ 1326 99,450.00$
Kerb & Channel SM2/SM3 m 55.00$ 1400 77,000.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 2880 144,000.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 285 17,100.00$
Drainage Subsoil Drains m 42.00$ 1540 64,680.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 22 47,300.00$
Drainage Pipe 375 dia m 180.00$ 220 39,600.00$
Drainage Pipe 450 dia m 250.00$ 175 43,750.00$
Drainage Pipe 600 dia m 370.00$ 295 109,150.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 7632 19,080.00$
Signage No 180.00$ 20 3,600.00$
Tactile pavers (per pram crossing) No 256.00$ 16 4,096.00$
Fencing m 25.00$ 780 19,500.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 3703 11,849.60$
Intersection Lighting New lighting pole (All Inclusive) No. 12,000.00$ 8 96,000.00$
Subtotal 2,178,905.60$
Council Fees 3.25% of cost of works item 3.25% 1 70,814.43$
Vicroads Fees Approval Fees item 1% 1 21,789.06$
10 year Maintenance Fee item 75,000.00$ 1 75,000.00$
Traffic Management 5% of cost of works item 5% 1 108,945.28$
Environmental Management 0.5% of cost of works item 0.5% 1 10,894.53$
Survey & Design 5% of cost of works item 5% 1 108,945.28$
Supervision & Project
Management
9% of cost of works item 9% 1 196,101.50$
Site Establishment 2.5% of cost of works item 2.5% 1 54,472.64$
Contingency 15% of cost of works item 15% 1 326,835.84$
TOTAL 3,152,704.16$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
not constitute a Bill of Quantities.
IT07 Tarleton Road /Plumpton Road
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 11500 28,750.00$
Earth Works Cut (for boxing) cu m 30.00$ 4995 149,853.00$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 5830 874,500.00$
Construct granular pavement (Council Pavement for
Collector Street 550mm depth)
sq m 75.00$ 1450 108,750.00$
Kerb & Channel SM2/SM3 m 55.00$ 1150 63,250.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 2250 112,500.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 425 25,500.00$
Drainage Subsoil Drains m 42.00$ 1265 53,130.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 20 43,000.00$
Drainage Pipe 375 dia m 180.00$ 170 30,600.00$
Drainage Pipe 450 dia m 250.00$ 125 31,250.00$
Drainage Pipe 600 dia m 370.00$ 200 74,000.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 7280 18,200.00$
Signage No 180.00$ 20 3,600.00$
Tactile pavers (per pram crossing) No 256.00$ 20 5,120.00$
Fencing m 25.00$ 740 18,500.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 1545 4,944.00$
Survey & Design 5% of cost of works item 5% 1 99,197.35$
Supervision & Project
Management
9% of cost of works item 9% 1 178,555.23$
Site Establishment 2.5% of cost of works item 2.5% 1 49,598.68$
Contingency 15% of cost of works item 15% 1 297,592.05$
TOTAL 2,880,865.70$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
not constitute a Bill of Quantities.
IT08 Tarleton Road / Hopkins Road
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 29000 72,500.00$
Earth Works Cut (for boxing) cu m 30.00$ 11246 337,392.00$
Pavement Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 15620 2,343,000.00$
Kerb & Channel SM2/SM3 m 55.00$ 2975 163,625.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 4590 229,500.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 1030 61,800.00$
Drainage Subsoil Drains m 42.00$ 3273 137,445.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 24 51,600.00$
Drainage Pipe 375 dia m 180.00$ 550 99,000.00$
Drainage Pipe 450 dia m 250.00$ 450 112,500.00$
Drainage Pipe 600 dia m 370.00$ 200 74,000.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 15620 39,050.00$
Signage No 180.00$ 20 3,600.00$
Tactile pavers (per pram crossing) No 256.00$ 24 6,144.00$
Fencing m 25.00$ 1450 36,250.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 7760 24,832.00$
Survey & Design 5% of cost of works item 5% 1 210,736.90$
Supervision & Project
Management
9% of cost of works item 9% 1 379,326.42$
Site Establishment 2.5% of cost of works item 2.5% 1 105,368.45$
Contingency 15% of cost of works item 15% 1 632,210.70$
TOTAL 6,032,691.21$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
not constitute a Bill of Quantities.
IT09 Tarleton Road / N‐S Connector Road
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 12200 30,500.00$
Earth Works Cut (for boxing) cu m 30.00$ 5505 165,156.00$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 6760 1,014,000.00$
Construct granular pavement (Council Pavement for
Collector Street 550mm depth)
sq m 75.00$ 1160 87,000.00$
Kerb & Channel SM2/SM3 m 55.00$ 1290 70,950.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 2030 101,500.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 165 9,900.00$
Drainage Subsoil Drains m 42.00$ 1419 59,598.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 20 43,000.00$
Drainage Pipe 375 dia m 180.00$ 235 42,300.00$
Drainage Pipe 450 dia m 250.00$ 155 38,750.00$
Drainage Pipe 600 dia m 370.00$ 205 75,850.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 7920 19,800.00$
Signage No 180.00$ 20 3,600.00$
Tactile pavers (per pram crossing) No 256.00$ 16 4,096.00$
Fencing m 25.00$ 850 21,250.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 2085 6,672.00$
Intersection Lighting New lighting pole (All Inclusive) No. 12,000.00$ 8 96,000.00$
Subtotal 2,132,422.00$
Council Fees 3.25% of cost of works item 3.25% 1 69,303.72$
Vicroads Fees Approval Fees item 1% 1 21,324.22$
10 year Maintenance Fee item 75,000.00$ 1 75,000.00$
Traffic Management 5% of cost of works item 5% 1 106,621.10$
Environmental Management 0.5% of cost of works item 0.5% 1 10,662.11$
Survey & Design 5% of cost of works item 5% 1 106,621.10$
Supervision & Project
Management
9% of cost of works item 9% 1 191,917.98$
Site Establishment 2.5% of cost of works item 2.5% 1 53,310.55$
Contingency 15% of cost of works item 15% 1 319,863.30$
TOTAL 3,087,046.08$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
not constitute a Bill of Quantities.
IT10 Tarleton Road /N‐S Connector Rd 3
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 11350 28,375.00$
Earth Works Cut (for boxing) cu m 30.00$ 4778 143,340.00$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 5750 862,500.00$
Construct granular pavement (Council Pavement for
Collector Street 550mm depth)
sq m 75.00$ 1160 87,000.00$
Kerb & Channel SM2/SM3 m 55.00$ 1210 66,550.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 2010 100,500.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 165 9,900.00$
Drainage Subsoil Drains m 42.00$ 1331 55,902.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 22 47,300.00$
Drainage Pipe 375 dia m 180.00$ 235 42,300.00$
Drainage Pipe 450 dia m 250.00$ 180 45,000.00$
Drainage Pipe 600 dia m 370.00$ 140 51,800.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 6910 17,275.00$
Signage No 180.00$ 20 3,600.00$
Tactile pavers (per pram crossing) No 256.00$ 16 4,096.00$
Fencing m 25.00$ 850 21,250.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 2265 7,248.00$
Intersection Lighting New lighting pole (All Inclusive) No. 12,000.00$ 8 96,000.00$
Subtotal 1,932,436.00$
Council Fees 3.25% of cost of works item 3.25% 1 62,804.17$
Vicroads Fees Approval Fees item 1% 1 19,324.36$
10 year Maintenance Fee item 75,000.00$ 1 75,000.00$
Traffic Management 5% of cost of works item 5% 1 96,621.80$
Environmental Management 0.5% of cost of works item 0.5% 1 9,662.18$
Survey & Design 5% of cost of works item 5% 1 96,621.80$
Supervision & Project
Management
9% of cost of works item 9% 1 173,919.24$
Site Establishment 2.5% of cost of works item 2.5% 1 48,310.90$
Contingency 15% of cost of works item 15% 1 289,865.40$
TOTAL 2,804,565.85$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
not constitute a Bill of Quantities.
IT11 Tarleton Road /N‐S Connector Rd 4
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 11400 28,500.00$
Earth Works Cut (for boxing) cu m 30.00$ 4964 148,930.50$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 6005 900,750.00$
Construct granular pavement (Council Pavement for
Collector Street 550mm depth)
sq m 75.00$ 1165 87,375.00$
Kerb & Channel SM2/SM3 m 55.00$ 1110 61,050.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 2050 102,500.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 420 25,200.00$
Drainage Subsoil Drains m 42.00$ 1221 51,282.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 22 47,300.00$
Drainage Pipe 375 dia m 180.00$ 220 39,600.00$
Drainage Pipe 450 dia m 250.00$ 155 38,750.00$
Drainage Pipe 600 dia m 370.00$ 190 70,300.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 7170 17,925.00$
Signage No 180.00$ 20 3,600.00$
Tactile pavers (per pram crossing) No 256.00$ 16 4,096.00$
Fencing m 25.00$ 850 21,250.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 1760 5,632.00$
Intersection Lighting New lighting pole (All Inclusive) No. 12,000.00$ 8 96,000.00$
Subtotal 1,992,540.50$
Council Fees 3.25% of cost of works item 3.25% 1 64,757.57$
Vicroads Fees Approval Fees item 1% 1 19,925.41$
10 year Maintenance Fee item 75,000.00$ 1 75,000.00$
Traffic Management 5% of cost of works item 5% 1 99,627.03$
Environmental Management 0.5% of cost of works item 0.5% 1 9,962.70$
Survey & Design 5% of cost of works item 5% 1 99,627.03$
Supervision & Project
Management
9% of cost of works item 9% 1 179,328.65$
Site Establishment 2.5% of cost of works item 2.5% 1 49,813.51$
Contingency 15% of cost of works item 15% 1 298,881.08$
TOTAL 2,889,463.46$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
not constitute a Bill of Quantities.
IT12 Hopkins Road / E‐W Connector Rd 4
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 15280 38,200.00$
Earth Works Cut (for boxing) cu m 30.00$ 5420 162,588.00$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 6580 987,000.00$
Construct granular pavement (Council Pavement for
Collector Street 550mm depth)
sq m 75.00$ 1240 93,000.00$
Kerb & Channel SM2/SM3 m 55.00$ 1310 72,050.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 2540 127,000.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 165 9,900.00$
Drainage Subsoil Drains m 42.00$ 1441 60,522.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 22 47,300.00$
Drainage Pipe 375 dia m 180.00$ 330 59,400.00$
Drainage Pipe 600 dia m 370.00$ 250 92,500.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 7820 19,550.00$
Signage No 180.00$ 20 3,600.00$
Tactile pavers (per pram crossing) No 256.00$ 16 4,096.00$
Fencing m 25.00$ 850 21,250.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 4755 15,216.00$
Intersection Lighting New lighting pole (All Inclusive) No. 12,000.00$ 8 96,000.00$
Subtotal 2,151,672.00$
Council Fees 3.25% of cost of works item 3.25% 1 69,929.34$
Vicroads Fees Approval Fees item 1% 1 21,516.72$
10 year Maintenance Fee item 75,000.00$ 1 75,000.00$
Traffic Management 5% of cost of works item 5% 1 107,583.60$
Environmental Management 0.5% of cost of works item 0.5% 1 10,758.36$
Survey & Design 5% of cost of works item 5% 1 107,583.60$
Supervision & Project
Management
9% of cost of works item 9% 1 193,650.48$
Site Establishment 2.5% of cost of works item 2.5% 1 53,791.80$
Contingency 15% of cost of works item 15% 1 322,750.80$
TOTAL 3,114,236.70$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
not constitute a Bill of Quantities.
IT13 Plumpton Road / Taylors Road
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 15300 38,250.00$
Earth Works Cut (for boxing) cu m 30.00$ 5360 160,812.00$
Pavement Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 7445 1,116,750.00$
Kerb & Channel SM2/SM3 m 55.00$ 1250 68,750.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 2400 120,000.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 165 9,900.00$
Drainage Subsoil Drains m 42.00$ 1375 57,750.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 22 47,300.00$
Drainage Pipe 375 dia m 180.00$ 330 59,400.00$
Drainage Pipe 600 dia m 370.00$ 250 92,500.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 7445 18,612.50$
Survey & Design 5% of cost of works item 5% 1 118,069.93$
Supervision & Project
Management
9% of cost of works item 9% 1 212,525.87$
Site Establishment 2.5% of cost of works item 2.5% 1 59,034.96$
Contingency 15% of cost of works item 15% 1 354,209.78$
TOTAL 3,413,113.12$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
not constitute a Bill of Quantities.
IT14 Hopkins Road / Taylors Road
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 40400 101,000.00$
Earth Works Cut (for boxing) cu m 30.00$ 10742 322,272.00$
Pavement Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 14920 2,238,000.00$
Kerb & Channel SM2/SM3 m 55.00$ 3400 187,000.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 4850 242,500.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 800 48,000.00$
Drainage Subsoil Drains m 42.00$ 3740 157,080.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 32 68,800.00$
Drainage Pipe 375 dia m 180.00$ 380 68,400.00$
Drainage Pipe 450 dia m 250.00$ 180 45,000.00$
Drainage Pipe 600 dia m 370.00$ 190 70,300.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 14920 37,300.00$
Survey & Design 5% of cost of works item 5% 1 228,812.60$
Supervision & Project
Management
9% of cost of works item 9% 1 411,862.68$
Site Establishment 2.5% of cost of works item 2.5% 1 114,406.30$
Contingency 15% of cost of works item 15% 1 686,437.80$
TOTAL 6,567,806.30$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
not constitute a Bill of Quantities.
IT15 Taylors Road / Sinclairs Road
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 15300 38,250.00$
Earth Works Cut (for boxing) cu m 30.00$ 5429 162,864.00$
Pavement Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 7540 1,131,000.00$
Kerb & Channel SM2/SM3 m 55.00$ 1275 70,125.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 2450 122,500.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 165 9,900.00$
Drainage Subsoil Drains m 42.00$ 1402.5 58,905.00$
Survey & Design 5% of cost of works item 5% 1 122,865.20$
Supervision & Project
Management
9% of cost of works item 9% 1 221,157.36$
Site Establishment 2.5% of cost of works item 2.5% 1 61,432.60$
Contingency 15% of cost of works item 15% 1 368,595.60$
TOTAL 3,566,212.90$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
not constitute a Bill of Quantities.
IT16 Taylors Road / Saric Court
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 12700 31,750.00$
Earth Works Cut (for boxing) cu m 30.00$ 4116 123,465.00$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 5250 787,500.00$
Construct granular pavement (Council Pavement for
Collector Street 550mm depth)
sq m 75.00$ 610 45,750.00$
Kerb & Channel SM2/SM3 m 55.00$ 1150 63,250.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 1840 92,000.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
Survey & Design 5% of cost of works item 5% 1 107,561.15$
Supervision & Project
Management
9% of cost of works item 9% 1 193,610.07$
Site Establishment 2.5% of cost of works item 2.5% 1 53,780.58$
Contingency 15% of cost of works item 15% 1 322,683.45$
TOTAL 3,126,094.01$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
not constitute a Bill of Quantities.
IT17 Taylors Road / City Vista Court
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 15300 38,250.00$
Earth Works Cut (for boxing) cu m 30.00$ 5220 156,604.50$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 6620 993,000.00$
Construct granular pavement (Council Pavement for
Collector Street 550mm depth)
sq m 75.00$ 825 61,875.00$
Kerb & Channel SM2/SM3 m 55.00$ 1270 69,850.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 2150 107,500.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 140 8,400.00$
Drainage Subsoil Drains m 42.00$ 1397 58,674.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 22 47,300.00$
Drainage Pipe 375 dia m 180.00$ 200 36,000.00$
Drainage Pipe 450 dia m 250.00$ 190 47,500.00$
Drainage Pipe 600 dia m 370.00$ 240 88,800.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 7445 18,612.50$
Signage No 180.00$ 20 3,600.00$
Tactile pavers (per pram crossing) No 256.00$ 16 4,096.00$
Fencing m 25.00$ 700 17,500.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 5565 17,808.00$
Survey & Design 5% of cost of works item 5% 1 130,793.50$
Supervision & Project
Management
9% of cost of works item 9% 1 235,428.30$
Site Establishment 2.5% of cost of works item 2.5% 1 65,396.75$
Contingency 15% of cost of works item 15% 1 392,380.50$
TOTAL 3,770,860.52$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
not constitute a Bill of Quantities.
IT18 Hopkins Road / E‐W Connector Rd 5
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 14900 37,250.00$
Earth Works Cut (for boxing) cu m 30.00$ 5277 158,295.00$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 6450 967,500.00$
Construct granular pavement (Council Pavement for
Collector Street 550mm depth)
sq m 75.00$ 1150 86,250.00$
Kerb & Channel SM2/SM3 m 55.00$ 1275 70,125.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 2375 118,750.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 165 9,900.00$
Drainage Subsoil Drains m 42.00$ 1402.5 58,905.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 22 47,300.00$
Drainage Pipe 375 dia m 180.00$ 120 21,600.00$
Drainage Pipe 450 dia m 250.00$ 180 45,000.00$
Drainage Pipe 600 dia m 370.00$ 260 96,200.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 7600 19,000.00$
Signage No 180.00$ 20 3,600.00$
Tactile pavers (per pram crossing) No 256.00$ 16 4,096.00$
Fencing m 25.00$ 800 20,000.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 4760 15,232.00$
Intersection Lighting New lighting pole (All Inclusive) No. 12,000.00$ 8 96,000.00$
Subtotal 2,117,503.00$
Council Fees 3.25% of cost of works item 3.25% 1 68,818.85$
Vicroads Fees Approval Fees item 1% 1 21,175.03$
10 year Maintenance Fee item 75,000.00$ 1 75,000.00$
Traffic Management 5% of cost of works item 5% 1 105,875.15$
Environmental Management 0.5% of cost of works item 0.5% 1 10,587.52$
Survey & Design 5% of cost of works item 5% 1 105,875.15$
Supervision & Project
Management
9% of cost of works item 9% 1 190,575.27$
Site Establishment 2.5% of cost of works item 2.5% 1 52,937.58$
Contingency 15% of cost of works item 15% 1 317,625.45$
TOTAL 3,065,972.99$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
not constitute a Bill of Quantities.
IT19 Hopkins Road / Reed Court
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 14920 37,300.00$
Earth Works Cut (for boxing) cu m 30.00$ 5309 159,255.00$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 6250 937,500.00$
Construct granular pavement (Council Pavement for
Collector Street 550mm depth)
sq m 75.00$ 1470 110,250.00$
Kerb & Channel SM2/SM3 m 55.00$ 1250 68,750.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 2350 117,500.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 165 9,900.00$
Drainage Subsoil Drains m 42.00$ 1375 57,750.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 22 47,300.00$
Drainage Pipe 375 dia m 180.00$ 220 39,600.00$
Drainage Pipe 450 dia m 250.00$ 190 47,500.00$
Drainage Pipe 600 dia m 370.00$ 255 94,350.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 7720 19,300.00$
Signage No 180.00$ 20 3,600.00$
Tactile pavers (per pram crossing) No 256.00$ 16 4,096.00$
Fencing m 25.00$ 800 20,000.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 4685 14,992.00$
Survey & Design 5% of cost of works item 5% 1 107,572.15$
Supervision & Project
Management
9% of cost of works item 9% 1 193,629.87$
Site Establishment 2.5% of cost of works item 2.5% 1 53,786.08$
Contingency 15% of cost of works item 15% 1 322,716.45$
TOTAL 3,115,829.51$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
not constitute a Bill of Quantities.
IT20 Hopkins Road / E‐W Connector Rd 6
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 14900 37,250.00$
Earth Works Cut (for boxing) cu m 30.00$ 5077 152,310.00$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 6150 922,500.00$
Construct granular pavement (Council Pavement for
Collector Street 550mm depth)
sq m 75.00$ 1180 88,500.00$
Kerb & Channel SM2/SM3 m 55.00$ 1210 66,550.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 2470 123,500.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 175 10,500.00$
Drainage Subsoil Drains m 42.00$ 1331 55,902.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 21 45,150.00$
Drainage Pipe 375 dia m 180.00$ 180 32,400.00$
Drainage Pipe 450 dia m 250.00$ 155 38,750.00$
Drainage Pipe 600 dia m 370.00$ 215 79,550.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 7330 18,325.00$
Signage No 180.00$ 20 3,600.00$
Tactile pavers (per pram crossing) No 256.00$ 16 4,096.00$
Fencing m 25.00$ 720 18,000.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 4925 15,760.00$
Intersection Lighting New lighting pole (All Inclusive) No. 12,000.00$ 8 96,000.00$
Subtotal 2,051,143.00$
Council Fees 3.25% of cost of works item 3.25% 1 66,662.15$
Vicroads Fees Approval Fees item 1% 1 20,511.43$
10 year Maintenance Fee item 75,000.00$ 1 75,000.00$
Traffic Management 5% of cost of works item 5% 1 102,557.15$
Environmental Management 0.5% of cost of works item 0.5% 1 10,255.72$
Survey & Design 5% of cost of works item 5% 1 102,557.15$
Supervision & Project
Management
9% of cost of works item 9% 1 184,602.87$
Site Establishment 2.5% of cost of works item 2.5% 1 51,278.58$
Contingency 15% of cost of works item 15% 1 307,671.45$
TOTAL 2,972,239.49$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
not constitute a Bill of Quantities.
IT21 Hopkins Road / Feature Main Street
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 10200 25,500.00$
Earth Works Cut (for boxing) cu m 30.00$ 3701 111,024.00$
Pavement Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 5140 771,000.00$
Kerb & Channel SM2/SM3 m 55.00$ 1130 62,150.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 1830 91,500.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 250 15,000.00$
Drainage Subsoil Drains m 42.00$ 1243 52,206.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 26 55,900.00$
Drainage Pipe 375 dia m 180.00$ 85 15,300.00$
Drainage Pipe 450 dia m 250.00$ 200 50,000.00$
Drainage Pipe 600 dia m 370.00$ 215 79,550.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 5140 12,850.00$
Signage No 180.00$ 15 2,700.00$
Tactile pavers (per pram crossing) No 256.00$ 8 2,048.00$
Fencing m 25.00$ 290 7,250.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 2980 9,536.00$
Intersection Lighting New lighting pole (All Inclusive) No. 12,000.00$ 7 84,000.00$
Subtotal 1,670,014.00$
Council Fees 3.25% of cost of works item 3.25% 1 54,275.46$
Vicroads Fees Approval Fees item 1% 1 16,700.14$
10 year Maintenance Fee item 75,000.00$ 1 75,000.00$
Traffic Management 5% of cost of works item 5% 1 83,500.70$
Environmental Management 0.5% of cost of works item 0.5% 1 8,350.07$
Survey & Design 5% of cost of works item 5% 1 83,500.70$
Supervision & Project
Management
9% of cost of works item 9% 1 150,301.26$
Site Establishment 2.5% of cost of works item 2.5% 1 41,750.35$
Contingency 15% of cost of works item 15% 1 250,502.10$
TOTAL 2,433,894.78$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
not constitute a Bill of Quantities.
IT22 Hopkins Road / Neale Road
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 25200 63,000.00$
Earth Works Cut (for boxing) cu m 30.00$ 7395 221,850.00$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 9950 1,492,500.00$
Construct granular pavement (Council Pavement for
Collector Street 550mm depth)
sq m 75.00$ 420 31,500.00$
Pavement rehabilitation sq m 50.00$ 2970 148,500.00$
Kerb & Channel SM2/SM3 m 55.00$ 1870 102,850.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 2236 111,800.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 325 19,500.00$
Drainage Subsoil Drains m 42.00$ 2057 86,394.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 22 47,300.00$
Drainage Pipe 375 dia m 180.00$ 145 26,100.00$
Drainage Pipe 450 dia m 250.00$ 165 41,250.00$
Drainage Pipe 600 dia m 370.00$ 275 101,750.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 13340 33,350.00$
Signage No 180.00$ 25 4,500.00$
Tactile pavers (per pram crossing) No 256.00$ 24 6,144.00$
Fencing m 25.00$ 1110 27,750.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 9299 29,756.80$
Survey & Design 5% of cost of works item 5% 1 149,114.74$
Supervision & Project
Management
9% of cost of works item 9% 1 268,406.53$
Site Establishment 2.5% of cost of works item 2.5% 1 74,557.37$
Contingency 15% of cost of works item 15% 1 447,344.22$
TOTAL 4,289,280.30$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
not constitute a Bill of Quantities.
IT23 Neale Road / Local Access Street
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 11200 28,000.00$
Earth Works Cut (for boxing) cu m 30.00$ 3206 96,168.00$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 4330 649,500.00$
Construct granular pavement (Council Pavement for
Collector Street 550mm depth)
sq m 75.00$ 160 12,000.00$
Kerb & Channel SM2/SM3 m 55.00$ 820 45,100.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 1260 63,000.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 190 11,400.00$
Drainage Subsoil Drains m 42.00$ 902 37,884.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 15 32,250.00$
Drainage Pipe 375 dia m 180.00$ 110 19,800.00$
Drainage Pipe 450 dia m 250.00$ 130 32,500.00$
Drainage Pipe 600 dia m 370.00$ 180 66,600.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 4490 11,225.00$
Signage No 180.00$ 15 2,700.00$
Tactile pavers (per pram crossing) No 256.00$ 6 1,536.00$
Fencing m 25.00$ ‐$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 5260 16,832.00$
Survey & Design 5% of cost of works item 5% 1 71,049.75$
Supervision & Project
Management
9% of cost of works item 9% 1 127,889.55$
Site Establishment 2.5% of cost of works item 2.5% 1 35,524.88$
Contingency 15% of cost of works item 15% 1 213,149.25$
TOTAL 2,084,093.40$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
not constitute a Bill of Quantities.
IT24 Neale Road / Sinclairs Road
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 11200 28,000.00$
Earth Works Cut (for boxing) cu m 30.00$ 5381 161,433.00$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 6580 987,000.00$
Construct granular pavement (Council Pavement for
Collector Street 550mm depth)
sq m 75.00$ 1170 87,750.00$
Kerb & Channel SM2/SM3 m 55.00$ 1320 72,600.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 2060 103,000.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 400 24,000.00$
Drainage Subsoil Drains m 42.00$ 1452 60,984.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 22 47,300.00$
Drainage Pipe 375 dia m 180.00$ 160 28,800.00$
Drainage Pipe 450 dia m 250.00$ 200 50,000.00$
Drainage Pipe 600 dia m 370.00$ 210 77,700.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 7750 19,375.00$
Signage No 180.00$ 20 3,600.00$
Tactile pavers (per pram crossing) No 256.00$ 16 4,096.00$
Fencing m 25.00$ 800 20,000.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 990 3,168.00$
Survey & Design 5% of cost of works item 5% 1 104,665.30$
Supervision & Project
Management
9% of cost of works item 9% 1 188,397.54$
Site Establishment 2.5% of cost of works item 2.5% 1 52,332.65$
Contingency 15% of cost of works item 15% 1 313,995.90$
TOTAL 3,034,155.07$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 3250 8,125.00$
Earth Works Cut place & Compact and disposal (for boxing) cu m 30.00$ 619.2 18,576.00$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 860 129,000.00$
Construct granular pavement (Council Pavement for
Collector Street 550mm depth)
sq m 75.00$ 0 ‐$
Kerb & Channel SM2/SM3 m 55.00$ 320 17,600.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 470 23,500.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 0 ‐$
Drainage Subsoil Drains m 42.00$ 352 14,784.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 4 8,600.00$
Drainage Pipe 375 dia m 180.00$ 80 14,400.00$
Drainage Pipe 600 dia m 370.00$ 80 29,600.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 860 2,150.00$
Signage No 180.00$ 2 360.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 1920 6,144.00$
Lighting New lighting pole (All Inclusive) No. 12,000.00$ 2 24,000.00$
Subtotal 296,839.00$
Council Fees 3.25% of cost of works item 3.25% 1 9,647.27$
Vicroads Fees 1% of cost of works item 1% 1 2,968.39$
Traffic Management 5% of cost of works item 5% 1 14,841.95$
Environmental Management 0.5% of cost of works item 0.5% 1 1,484.20$
Survey & Design 5% of cost of works item 5% 1 14,841.95$
Supervision & Project
Management
9% of cost of works item 9% 1 26,715.51$
Site Establishment 2.5% of cost of works item 2.5% 1 7,420.98$
Contingency 15% of cost of works item 15% 1 44,525.85$
TOTAL 419,285.09$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 12600 31,500.00$
Earth Works Cut place & Compact and disposal (for boxing) cu m 30.00$ 2160 64,800.00$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 3000 450,000.00$
Construct granular pavement (Council Pavement for
Collector Street 550mm depth)
sq m 75.00$ 0 ‐$
Kerb & Channel SM2/SM3 m 55.00$ 950 52,250.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 1830 91,500.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 20 1,200.00$
Drainage Subsoil Drains m 42.00$ 1045 43,890.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 14 30,100.00$
Drainage Pipe 375 dia m 180.00$ 180 32,400.00$
Drainage Pipe 600 dia m 370.00$ 300 111,000.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 3000 7,500.00$
Signage No 180.00$ 8 1,440.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 7750 24,800.00$
Lighting New lighting pole (All Inclusive) No. 12,000.00$ 6 72,000.00$
Subtotal 1,014,380.00$
Council Fees 3.25% of cost of works item 3.25% 1 32,967.35$
Vicroads Fees 1% of cost of works item 1% 1 10,143.80$
Traffic Management 5% of cost of works item 5% 1 50,719.00$
Environmental Management 0.5% of cost of works item 0.5% 1 5,071.90$
Survey & Design 5% of cost of works item 5% 1 50,719.00$
Supervision & Project
Management
9% of cost of works item 9% 1 91,294.20$
Site Establishment 2.5% of cost of works item 2.5% 1 25,359.50$
Contingency 15% of cost of works item 15% 1 152,157.00$
TOTAL 1,432,811.75$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 5180 12,950.00$
Earth Works Cut place & Compact and disposal (for boxing) cu m 30.00$ 1296 38,880.00$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 1800 270,000.00$
Construct granular pavement (Council Pavement for
Collector Street 550mm depth)
sq m 75.00$ 0 ‐$
Kerb & Channel SM2/SM3 m 55.00$ 510 28,050.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 760 38,000.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 0 ‐$
Drainage Subsoil Drains m 42.00$ 561 23,562.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 8 17,200.00$
Drainage Pipe 375 dia m 180.00$ 60 10,800.00$
Drainage Pipe 450 dia m 250.00$ 125 31,250.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 1800 4,500.00$
Signage No 180.00$ 2 360.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 2620 8,384.00$
Lighting New lighting pole (All Inclusive) No. 12,000.00$ 3 36,000.00$
Subtotal 519,936.00$
Council Fees 3.25% of cost of works item 3.25% 1 16,897.92$
Vicroads Fees 1% of cost of works item 1% 1 5,199.36$
Traffic Management 5% of cost of works item 5% 1 25,996.80$
Environmental Management 0.5% of cost of works item 0.5% 1 2,599.68$
Survey & Design 5% of cost of works item 5% 1 25,996.80$
Supervision & Project
Management
9% of cost of works item 9% 1 46,794.24$
Site Establishment 2.5% of cost of works item 2.5% 1 12,998.40$
Contingency 15% of cost of works item 15% 1 77,990.40$
TOTAL 734,409.60$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and
Lighting New lighting pole (All Inclusive) No. 12,000.00$ 16 192,000.00$
Subtotal 2,154,072.00$
Council Fees 3.25% of cost of works item 3.25% 1 70,007.34$
Vicroads Fees 1% of cost of works item 1% 1 21,540.72$
10 year Maintenance Fee item 75,000.00$ 1 75,000.00$
Traffic Management 5% of cost of works item 5% 1 107,703.60$
Environmental Management 0.5% of cost of works item 0.5% 1 10,770.36$
Survey & Design 5% of cost of works item 5% 1 107,703.60$
Supervision & Project
Management
9% of cost of works item 9% 1 193,866.48$
Site Establishment 2.5% of cost of works item 2.5% 1 53,851.80$
Contingency 15% of cost of works item 15% 1 323,110.80$
TOTAL 3,117,626.70$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 11520 28,800.00$
Earth Works Cut place & Compact and disposal (for boxing) cu m 30.00$ 1620 48,600.00$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 2250 337,500.00$
Kerb & Channel SM2/SM3 m 55.00$ 820 45,100.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 1620 81,000.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 30 1,800.00$
Drainage Subsoil Drains m 42.00$ 902 37,884.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 8 17,200.00$
Drainage Pipe 375 dia m 180.00$ 280 50,400.00$
Drainage Pipe 450 dia m 250.00$ 180 45,000.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 2250 5,625.00$
Signage No 180.00$ 6 1,080.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 7620 24,384.00$
Lighting New lighting pole (All Inclusive) No. 12,000.00$ 6 72,000.00$
Subtotal 796,373.00$
Council Fees 3.25% of cost of works item 3.25% 1 25,882.12$
Vicroads Fees 1% of cost of works item 1% 1 7,963.73$
Traffic Management 5% of cost of works item 5% 1 39,818.65$
Environmental Management 0.5% of cost of works item 0.5% 1 3,981.87$
Survey & Design 5% of cost of works item 5% 1 39,818.65$
Supervision & Project
Management
9% of cost of works item 9% 1 71,673.57$
Site Establishment 2.5% of cost of works item 2.5% 1 19,909.33$
Contingency 15% of cost of works item 15% 1 119,455.95$
TOTAL 1,124,876.86$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and
do not constitute a Bill of Quantities.
RD06 Tarleton Road west of Plumpton RoadRoad length: 529m
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 14550 36,375.00$
Earth Works Cut place & Compact and disposal (for boxing) cu m 30.00$ 3168 95,040.00$
Pavement Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 4400 660,000.00$
Kerb & Channel SM2/SM3 m 55.00$ 710 39,050.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 1730 86,500.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 5 300.00$
Drainage Subsoil Drains m 42.00$ 781 32,802.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 14 30,100.00$
Drainage Pipe 375 dia m 180.00$ 240 43,200.00$
Drainage Pipe 450 dia m 250.00$ 200 50,000.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 4400 11,000.00$
Signage item 180.00$ 6 1,080.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 8415 26,928.00$
Lighting New lighting pole (All Inclusive) item 12,000.00$ 8 96,000.00$
Survey & Design 5% of cost of works item 5% 1 65,668.75$
Supervision & Project
Management
9% of cost of works item 9% 1 118,203.75$
Site Establishment 2.5% of cost of works item 2.5% 1 32,834.38$
Contingency 15% of cost of works item 15% 1 197,006.25$
TOTAL 1,860,503.50$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 8650 21,625.00$
Earth Works Cut place & Compact and disposal (for boxing) cu m 30.00$ 2376 71,280.00$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 3300 495,000.00$
Construct granular pavement (Council Pavement for
Collector Street 550mm depth)
sq m 75.00$ 0 ‐$
Kerb & Channel SM2/SM3 m 55.00$ 1020 56,100.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 1550 77,500.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 0 ‐$
Drainage Subsoil Drains m 42.00$ 1122 47,124.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 14 30,100.00$
Drainage Pipe 375 dia m 180.00$ 270 48,600.00$
Drainage Pipe 450 dia m 250.00$ 150 37,500.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 3300 8,250.00$
Signage No 180.00$ 4 720.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 3800 12,160.00$
Lighting New lighting pole (All Inclusive) No. 12,000.00$ 5 60,000.00$
Subtotal 965,959.00$
Council Fees 3.25% of cost of works item 3.25% 1 31,393.67$
Vicroads Fees 1% of cost of works item 1% 1 9,659.59$
Traffic Management 5% of cost of works item 5% 1 48,297.95$
Environmental Management 0.5% of cost of works item 0.5% 1 4,829.80$
Survey & Design 5% of cost of works item 5% 1 48,297.95$
Supervision & Project
Management
9% of cost of works item 9% 1 86,936.31$
Site Establishment 2.5% of cost of works item 2.5% 1 24,148.98$
Contingency 15% of cost of works item 15% 1 144,893.85$
TOTAL 1,364,417.09$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and
Lighting New lighting pole (All Inclusive) No. 12,000.00$ 8 96,000.00$
Subtotal 1,523,999.00$
Council Fees 3.25% of cost of works item 3.25% 1 49,529.97$
Vicroads Fees 1% of cost of works item 1% 1 15,239.99$
Traffic Management 5% of cost of works item 5% 1 76,199.95$
Environmental Management 0.5% of cost of works item 0.5% 1 7,620.00$
Survey & Design 5% of cost of works item 5% 1 76,199.95$
Supervision & Project
Management
9% of cost of works item 9% 1 137,159.91$
Site Establishment 2.5% of cost of works item 2.5% 1 38,099.98$
Contingency 15% of cost of works item 15% 1 228,599.85$
TOTAL 2,152,648.59$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and
Lighting New lighting pole (All Inclusive) No. 12,000.00$ 12 144,000.00$
Services Gas ‐ Protect high pressure gas line (protection slab) sq m 150,000.00$ 1 150,000.00$
Subtotal 2,250,135.00$
Council Fees 3.25% of cost of works item 3.25% 1 73,129.39$
Vicroads Fees 1% of cost of works item 1% 1 22,501.35$
Traffic Management 5% of cost of works item 5% 1 112,506.75$
Environmental Management 0.5% of cost of works item 0.5% 1 11,250.68$
Survey & Design 5% of cost of works item 5% 1 112,506.75$
Supervision & Project
Management
9% of cost of works item 9% 1 202,512.15$
Site Establishment 2.5% of cost of works item 2.5% 1 56,253.38$
Contingency 15% of cost of works item 15% 1 337,520.25$
TOTAL 3,178,315.69$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and
do not constitute a Bill of Quantities.
RD10 Tarleton Road east of N‐S Connector Road 4Road length: 232m
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 10600 26,500.00$
Earth Works Cut place & Compact and disposal (for boxing) cu m 30.00$ 2332.8 69,984.00$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 3240 486,000.00$
Construct granular pavement (Council Pavement for
Collector Street 550mm depth)
sq m 75.00$ 0 ‐$
Kerb & Channel SM2/SM3 m 55.00$ 770 42,350.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 1950 97,500.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 10 600.00$
Drainage Subsoil Drains m 42.00$ 847 35,574.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 10 21,500.00$
Drainage Pipe 375 dia m 180.00$ 100 18,000.00$
Drainage Pipe 450 dia m 250.00$ 310 77,500.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 3240 8,100.00$
Signage No 180.00$ 4 720.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 5400 17,280.00$
Lighting New lighting pole (All Inclusive) No. 12,000.00$ 6 72,000.00$
Subtotal 1,196,108.00$
Council Fees 3.25% of cost of works item 3.25% 1 38,873.51$
Vicroads Fees 1% of cost of works item 1% 1 11,961.08$
Traffic Management 5% of cost of works item 5% 1 59,805.40$
Environmental Management 0.5% of cost of works item 0.5% 1 5,980.54$
Survey & Design 5% of cost of works item 5% 1 59,805.40$
Supervision & Project
Management
9% of cost of works item 9% 1 107,649.72$
Site Establishment 2.5% of cost of works item 2.5% 1 29,902.70$
Contingency 15% of cost of works item 15% 1 179,416.20$
TOTAL 1,689,502.55$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and
do not constitute a Bill of Quantities.
RD11 Taylors Road west of Plumpton RoadRoad length: 619m
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 21500 53,750.00$
Earth Works Cut place & Compact and disposal (for boxing) cu m 30.00$ 3592.8 107,784.00$
Pavement Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 4990 748,500.00$
Kerb & Channel SM2/SM3 m 55.00$ 1520 83,600.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 3720 186,000.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 15 900.00$
Drainage Subsoil Drains m 42.00$ 1672 70,224.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 18 38,700.00$
Drainage Pipe 375 dia m 180.00$ 320 57,600.00$
Drainage Pipe 450 dia m 250.00$ 420 105,000.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 4990 12,475.00$
Signage No 180.00$ 10 1,800.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 12775 40,880.00$
Lighting New lighting pole (All Inclusive) No. 12,000.00$ 12 144,000.00$
Services Power ‐ relocate overhead power pole item 95,000.00$ 4 380,000.00$
Subtotal 2,031,213.00$
Council Fees 3.25% of cost of works item 3.25% 1 66,014.42$
Vicroads Fees 1% of cost of works item 1% 1 20,312.13$
Traffic Management 5% of cost of works item 5% 1 101,560.65$
Environmental Management 0.5% of cost of works item 0.5% 1 10,156.07$
Survey & Design 5% of cost of works item 5% 1 101,560.65$
Supervision & Project
Management
9% of cost of works item 9% 1 182,809.17$
Site Establishment 2.5% of cost of works item 2.5% 1 50,780.33$
Contingency 15% of cost of works item 15% 1 304,681.95$
TOTAL 2,873,510.85$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and
Survey & Design 5% of cost of works item 5% 1 129,309.20$
Supervision & Project
Management
9% of cost of works item 9% 1 232,756.56$
Site Establishment 2.5% of cost of works item 2.5% 1 64,654.60$
Contingency 15% of cost of works item 15% 1 387,927.60$
TOTAL 3,733,256.50$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and
Survey & Design 5% of cost of works item 5% 1 41,613.35$
Supervision & Project
Management
9% of cost of works item 9% 1 74,904.03$
Site Establishment 2.5% of cost of works item 2.5% 1 20,806.68$
Contingency 15% of cost of works item 15% 1 124,840.05$
TOTAL 1,189,905.14$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and
Survey & Design 5% of cost of works item 5% 1 68,652.00$
Supervision & Project
Management
9% of cost of works item 9% 1 123,573.60$
Site Establishment 2.5% of cost of works item 2.5% 1 34,326.00$
Contingency 15% of cost of works item 15% 1 205,956.00$
TOTAL 1,958,755.64$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and
do not constitute a Bill of Quantities.
RD15 Taylors Road b/w Saric Court & City Vista CourtRoad length: 629m
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 27700 69,250.00$
Earth Works Cut place & Compact and disposal (for boxing) cu m 30.00$ 3636 109,080.00$
Pavement Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 5050 757,500.00$
Kerb & Channel SM2/SM3 m 55.00$ 1650 90,750.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 3860 193,000.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
Survey & Design 5% of cost of works item 5% 1 120,424.55$
Supervision & Project
Management
9% of cost of works item 9% 1 216,764.19$
Site Establishment 2.5% of cost of works item 2.5% 1 60,212.28$
Contingency 15% of cost of works item 15% 1 361,273.65$
TOTAL 3,481,246.81$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and
do not constitute a Bill of Quantities.
RD16 Taylors Road East of City Vista CourtRoad length: 191m
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 8400 21,000.00$
Earth Works Cut place & Compact and disposal (for boxing) cu m 30.00$ 1188 35,640.00$
Pavement Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 1650 247,500.00$
Kerb & Channel SM2/SM3 m 55.00$ 400 22,000.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 1150 57,500.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 5 300.00$
Drainage Subsoil Drains m 42.00$ 440 18,480.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 6 12,900.00$
Drainage Pipe 375 dia m 180.00$ 60 10,800.00$
Drainage Pipe 450 dia m 250.00$ 110 27,500.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 1650 4,125.00$
Signage No 180.00$ 4 720.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 5595 17,904.00$
Lighting New lighting pole (All Inclusive) No. 12,000.00$ 3 36,000.00$
Services Water ‐ Relocate watermain m 300.00$ 60 18,000.00$
Power ‐ Relocate overhead power pole item 95,000.00$ 2 190,000.00$
Subtotal 720,369.00$
Council Fees 3.25% of cost of works item 3.25% 1 23,411.99$
Vicroads Fees 1% of cost of works item 1% 1 7,203.69$
Traffic Management 5% of cost of works item 5% 1 36,018.45$
Environmental Management 0.5% of cost of works item 0.5% 1 3,601.85$
Survey & Design 5% of cost of works item 5% 1 36,018.45$
Supervision & Project
Management
9% of cost of works item 9% 1 64,833.21$
Site Establishment 2.5% of cost of works item 2.5% 1 18,009.23$
Contingency 15% of cost of works item 15% 1 108,055.35$
TOTAL 1,018,565.86$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and
Council Fees 3.25% of cost of works item 3.25% 1 25,957.85$
Vicroads Fees 1% of cost of works item 1% 1 7,987.03$
Traffic Management 5% of cost of works item 5% 1 39,935.15$
Environmental Management 0.5% of cost of works item 0.5% 1 3,993.52$
Survey & Design 5% of cost of works item 5% 1 39,935.15$
Supervision & Project
Management
9% of cost of works item 9% 1 71,883.27$
Site Establishment 2.5% of cost of works item 2.5% 1 19,967.58$
Contingency 15% of cost of works item 15% 1 119,805.45$
TOTAL 1,128,167.99$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 11750 29,375.00$
Earth Works Cut place & Compact and disposal (for boxing) cu m 30.00$ 2203.2 66,096.00$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 3060 459,000.00$
Construct granular pavement (Council Pavement for
Collector Street 550mm depth)
sq m 75.00$ 0 ‐$
Kerb & Channel SM2/SM3 m 55.00$ 1150 63,250.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 1710 85,500.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 0 ‐$
Drainage Subsoil Drains m 42.00$ 1265 53,130.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 14 30,100.00$
Drainage Pipe 375 dia m 180.00$ 130 23,400.00$
Drainage Pipe 450 dia m 250.00$ 285 71,250.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 3060 7,650.00$
Signage No 180.00$ 4 720.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 6980 22,336.00$
Lighting New lighting pole (All Inclusive) No. 12,000.00$ 6 72,000.00$
Subtotal 983,807.00$
Council Fees 3.25% of cost of works item 3.25% 1 31,973.73$
Vicroads Fees 1% of cost of works item 1% 1 9,838.07$
Traffic Management 5% of cost of works item 5% 1 49,190.35$
Environmental Management 0.5% of cost of works item 0.5% 1 4,919.04$
Survey & Design 5% of cost of works item 5% 1 49,190.35$
Supervision & Project
Management
9% of cost of works item 9% 1 88,542.63$
Site Establishment 2.5% of cost of works item 2.5% 1 24,595.18$
Contingency 15% of cost of works item 15% 1 147,571.05$
TOTAL 1,389,627.39$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 9350 23,375.00$
Earth Works Cut place & Compact and disposal (for boxing) cu m 30.00$ 1490.4 44,712.00$
Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 2070 310,500.00$
Kerb & Channel SM2/SM3 m 55.00$ 730 40,150.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 1400 70,000.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 5 300.00$
Drainage Subsoil Drains m 42.00$ 803 33,726.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 10 21,500.00$
Drainage Pipe 375 dia m 180.00$ 120 21,600.00$
Drainage Pipe 600 dia m 370.00$ 235 86,950.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 2070 5,175.00$
Signage No 180.00$ 3 540.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 5875 18,800.00$
Lighting New lighting pole (All Inclusive) No. 12,000.00$ 8 96,000.00$
Subtotal 773,328.00$
Council Fees 3.25% of cost of works item 3.25% 1 25,133.16$
Vicroads Fees 1% of cost of works item 1% 1 7,733.28$
Traffic Management 5% of cost of works item 5% 1 38,666.40$
Environmental Management 0.5% of cost of works item 0.5% 1 3,866.64$
Survey & Design 5% of cost of works item 5% 1 38,666.40$
Supervision & Project
Management
9% of cost of works item 9% 1 69,599.52$
Site Establishment 2.5% of cost of works item 2.5% 1 19,333.20$
Contingency 15% of cost of works item 15% 1 115,999.20$
TOTAL 1,092,325.80$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and
Lighting New lighting pole (All Inclusive) No. 12,000.00$ 8 96,000.00$
Subtotal 1,003,559.00$
Council Fees 3.25% of cost of works item 3.25% 1 32,615.67$
Vicroads Fees 1% of cost of works item 1% 1 10,035.59$
10 year Maintenance Fee item 75,000.00$ 1 75,000.00$
Traffic Management 5% of cost of works item 5% 1 50,177.95$
Environmental Management 0.5% of cost of works item 0.5% 1 5,017.80$
Survey & Design 5% of cost of works item 5% 1 50,177.95$
Supervision & Project
Management
9% of cost of works item 9% 1 90,320.31$
Site Establishment 2.5% of cost of works item 2.5% 1 25,088.98$
Contingency 15% of cost of works item 15% 1 150,533.85$
TOTAL 1,492,527.09$
Pavement
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and
do not constitute a Bill of Quantities.
RD21 Neale Road east of Sinclairs RoadRoad length: 1506m
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 2.50$ 51250 128,125.00$
Earth Works Cut place & Compact and disposal (for boxing) cu m 30.00$ 19530.72 585,921.60$
Pavement Construct deep strength pavement (Arterial Pavement),
including wearing course (720mm depth)
sq m 150.00$ 27126 4,068,900.00$
Pavement rehabilitation sq m 50.00$ 6900 345,000.00$
Kerb & Channel SM2/SM3 m 55.00$ 6020 331,100.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross
Section' Figure 006 Engineering Design and Construction
Manual)
sq m 50.00$ 9050 452,500.00$
Concrete Splitter Islands Based on 125mm Concrete with SL72 reo on 50mm crushed
rock
sq m 60.00$ 0 ‐$
Drainage Subsoil Drains m 42.00$ 6622 278,124.00$
Drainage Pits (max depth 1.5m) No 2,150.00$ 76 163,400.00$
Drainage Pipe 375 dia m 150.00$ 660 99,000.00$
Drainage Pipe 450 dia m 180.00$ 685 123,300.00$
Drainage Pipe 600 dia m 370.00$ 1000 370,000.00$
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 34026 85,065.00$
Signage No 180.00$ 20 3,600.00$
Landscaping Topsoil and grass to naturestrips sq m 3.20$ 8174 26,156.80$
Lighting New lighting pole (All Inclusive) No. 12,000.00$ 25 300,000.00$
Subtotal 7,360,192.40$
Council Fees 3.25% of cost of works item 3.25% 1 239,206.25$
Vicroads Fees 1% of cost of works item 1% 1 73,601.92$
Traffic Management 5% of cost of works item 5% 1 368,009.62$
Environmental Management 0.5% of cost of works item 0.5% 1 36,800.96$
Survey & Design 5% of cost of works item 5% 1 368,009.62$
Supervision & Project
Management
9% of cost of works item 9% 1 662,417.32$
Site Establishment 2.5% of cost of works item 2.5% 1 184,004.81$
Contingency 15% of cost of works item 15% 1 1,104,028.86$
TOTAL 10,396,271.77$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the
Development Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes
to the quantities required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and
do not constitute a Bill of Quantities.
BR01 Vere Court Bridge
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 5.00$ 5500 27,500.00$
Earth Works Import, place & compact fill cu m 50.00$ 1780 89,000.00$
Structure costs 200mm deck sq m 300.00$ 865.84 259,752.00$
End bay transition slabs No 30,000.00$ 2 60,000.00$
Asphalt overlay sq m 45.00$ 455.68 20,505.60$
Concrete footpath sq m 150.00$ 379.2 56,880.00$
Kerb & Channel sq m 110.00$ 142.4 15,664.00$
Super T beam (1500mm deep) m 4,000.00$ 379.2 1,516,800.00$
Central support No 400,000.00$ 2 800,000.00$
Medium containment barrier m 1,500.00$ 142.4 213,600.00$
Wingwalls and Piles No 300,000.00$ 2 600,000.00$
Bridge approach barriers Off structure concrete barrier on piles m 2,000.00$ 60 120,000.00$
Guard fence m 113.00$ 120 13,560.00$
GREAT terminals No 7,500.00$ 2 15,000.00$
Pavement Construct granular pavement (Council Pavement for Collector
Street 550mm depth)
sq m 75.00$ 460 34,500.00$
Kerb & Channel m 55.00$ 140 7,700.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross Section'
Figure 006 Engineering Design and Construction Manual)
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 460 1,150.00$
Signage No 180.00$ 4 720.00$
Fencing ‐ post and wire m 25.00$ 100 2,500.00$
Fencing ‐ Pedestrian fence m 50.00$ 100 5,000.00$
Landscaping sq m 3.20$ 4800 15,360.00$
Lighting New lighting pole (All Inclusive) No. 12,000.00$ 4 48,000.00$
Subtotal 3,971,871.60$
Council Fees 3.25% of cost of works item 3.25% 1 129,085.83$
Melbourne Water Fees 1% of cost of works item 1% 1 39,718.72$
Traffic Management & CHMP 5% of cost of works item 5% 1 198,593.58$
Environmental Management 0.5% of cost of works item 0.5% 1 19,859.36$
Geotechnical, Survey & Design 5% of cost of works item 5.0% 1 198,593.58$
Supervision & Project
Management
9% of cost of works item 9% 1 357,468.44$
Site Establishment 2.5% of cost of works item 2.5% 1 99,296.79$
Contingency 20% of cost of works item 20% 1 794,374.32$
TOTAL 5,808,862.22$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the Development
Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes to the quantities
required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do not constitute a Bill of
Quantities.
BR02 Hopkins Road Bridge
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 5.00$ 4700 23,500.00$
Earth Works Import, place & compact fill cu m 50.00$ 3550 177,500.00$
Structure costs 200mm deck sq m 300.00$ 1368 410,400.00$
End bay transition slabs No 30,000.00$ 2 60,000.00$
Asphalt overlay sq m 45.00$ 774.2 34,839.00$
Concrete footpath sq m 150.00$ 588 88,200.00$
Kerb & Channel sq m 110.00$ 196 21,560.00$
Super T beam (1500mm deep) m 4,000.00$ 630 2,520,000.00$
Central support No 400,000.00$ 2 800,000.00$
Medium containment barrier m 1,500.00$ 196 294,000.00$
Wingwalls and Piles No 300,000.00$ 2 600,000.00$
Bridge approach barriers Off structure concrete barrier on piles m 2,000.00$ 60 120,000.00$
Guard fence m 113.00$ 120 13,560.00$
GREAT terminals No 7,500.00$ 2 15,000.00$
Pavement Construct granular pavement (Council Pavement for Collector
Street 550mm depth)
sq m 75.00$ 672 50,400.00$
Kerb & Channel m 55.00$ 210 11,550.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross Section'
Figure 006 Engineering Design and Construction Manual)
Miscellaneous Line Marking (based on average per m2 of pavement) sq m 2.50$ 672 1,680.00$
Signage No 180.00$ 4 720.00$
Fencing ‐ post and wire m 25.00$ 100 2,500.00$
Fencing ‐ Pedestrian fence m 50.00$ 100 5,000.00$
Landscaping sq m 3.20$ 3713 11,881.60$
Lighting New lighting pole (All Inclusive) No. 12,000.00$ 4 48,000.00$
Subtotal 5,367,310.60$
Council Fees 3.25% of cost of works item 3.25% 1 174,437.59$
Melbourne Water Fees 1% of cost of works item 1% 1 53,673.11$
Vicroads Fees N/A item 0% 1 ‐$
Traffic Management & CHMP 5% of cost of works item 5% 1 268,365.53$
Environmental Management 0.5% of cost of works item 0.5% 1 26,836.55$
Geotechnical, Survey & Design 5% of cost of works item 5.0% 1 268,365.53$
Supervision & Project
Management
9% of cost of works item 9% 1 483,057.95$
Site Establishment 2.5% of cost of works item 2.5% 1 134,182.77$
Contingency 20% of cost of works item 20% 1 1,073,462.12$
TOTAL 7,849,691.75$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the Development
Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes to the quantities
required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do not constitute a Bill of
Quantities.
BR03 Sinclairs Road Bridge
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 5.00$ 4600 23,000.00$
Earth Works Import, place & compact fill cu m 50.00$ 3230 161,500.00$
Structure costs 200mm deck sq m 300.00$ 1164.5 349,350.00$
End bay transition slabs No 30,000.00$ 2 60,000.00$
Asphalt overlay sq m 45.00$ 595.2 26,784.00$
Concrete footpath sq m 150.00$ 558 83,700.00$
Kerb & Channel sq m 110.00$ 178 19,580.00$
Super T beam (1500mm deep) m 4,000.00$ 510 2,040,000.00$
Central support No 400,000.00$ 2 800,000.00$
Medium containment barrier m 1,500.00$ 186 279,000.00$
Wingwalls and Piles No 300,000.00$ 2 600,000.00$
Bridge approach barriers Off structure concrete barrier on piles m 2,000.00$ 60 120,000.00$
Guard fence m 113.00$ 120 13,560.00$
GREAT terminals No 7,500.00$ 2 15,000.00$
Pavement Construct granular pavement (Council Pavement for Collector
Street 550mm depth)
sq m 75.00$ 660 49,500.00$
Kerb & Channel m 55.00$ 200 11,000.00$
Footpath Concrete (based on 'Typical Residential Footpath Cross Section'
Figure 006 Engineering Design and Construction Manual)
Geotechnical, Survey & Design 5% of cost of works item 5.0% 1 239,901.20$
Supervision & Project
Management
9% of cost of works item 9% 1 431,822.16$
Site Establishment 2.5% of cost of works item 2.5% 1 119,950.60$
Contingency 20% of cost of works item 20% 1 959,604.80$
TOTAL 7,018,592.56$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the Development
Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes to the quantities
required to construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do not constitute a Bill of
Quantities.
PBR01 Culvert ‐ Pedestrian waterway crossing
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 5.00$ 300 1,500.00$
Earthworks Shaping earthworks on approach to culvert cu m 40.00$ 200 8,000.00$
Precast Boxes incl. precast units, based slabs, end walls, wingwalls & scour protection
sq m 2,000.00$ 235 469,200.00$
Subtotal 478,700.00$
Council Fees 3.25% of cost of works item 3.25% 1 15,557.75$
Melbourne Water Fees 1% of cost of works item 1% 1 4,787.00$
Traffic Management 5% of cost of works item 5% 1 23,935.00$
Environmental Management 0.5% of cost of works item 0.5% 1 2,393.50$
Geotechnical, Survey & Design 5% of cost of works item 5.0% 1 23,935.00$
Supervision & Project Management 9% of cost of works item 9% 1 43,083.00$
Site Establishment 2.5% of cost of works item 2.5% 1 11,967.50$
Contingency 20% of cost of works item 20% 1 95,740.00$
TOTAL 700,098.75$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the Development Contributions Plan.
Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes to the quantities required to construct the intersection or
increases in construction costs. These values are not intended for use in construction pricing and do not constitute a Bill of Quantities.
PBR02 Culvert ‐ Pedestrian waterway crossing
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 5.00$ 300 1,500.00$
Earthworks Shaping earthworks on approach to culvert cu m 40.00$ 200 8,000.00$
Precast Boxes incl. precast units, based slabs, end walls, wingwalls & scour protection
sq m 2,000.00$ 235 469,200.00$
Subtotal 478,700.00$
Council Fees 3.25% of cost of works item 3.25% 1 15,557.75$
Melbourne Water Fees 1% of cost of works item 1% 1 4,787.00$
Traffic Management 5% of cost of works item 5% 1 23,935.00$
Environmental Management 0.5% of cost of works item 0.5% 1 2,393.50$
Geotechnical, Survey & Design 5% of cost of works item 5.0% 1 23,935.00$
Supervision & Project Management 9% of cost of works item 9% 1 43,083.00$
Site Establishment 2.5% of cost of works item 2.5% 1 11,967.50$
Contingency 20% of cost of works item 20% 1 95,740.00$
TOTAL 700,098.75$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the Development Contributions Plan.
Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes to the quantities required to construct the intersection or
increases in construction costs. These values are not intended for use in construction pricing and do not constitute a Bill of Quantities.
PBR03 Culvert ‐ Pedestrian waterway crossing
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 5.00$ 300 1,500.00$
Earthworks Shaping earthworks on approach to culvert cu m 40.00$ 200 8,000.00$
Precast Boxes incl. precast units, based slabs, end walls, wingwalls & scour protection
sq m 2,000.00$ 235 469,200.00$
Subtotal 478,700.00$
Council Fees 3.25% of cost of works item 3.25% 1 15,557.75$
Melbourne Water Fees 1% of cost of works item 1% 1 4,787.00$
Traffic Management 5% of cost of works item 5% 1 23,935.00$
Environmental Management 0.5% of cost of works item 0.5% 1 2,393.50$
Geotechnical, Survey & Design 5% of cost of works item 5.0% 1 23,935.00$
Supervision & Project Management 9% of cost of works item 9% 1 43,083.00$
Site Establishment 2.5% of cost of works item 2.5% 1 11,967.50$
Contingency 20% of cost of works item 20% 1 95,740.00$
TOTAL 700,098.75$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the Development Contributions Plan.
Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes to the quantities required to construct the intersection or
increases in construction costs. These values are not intended for use in construction pricing and do not constitute a Bill of Quantities.
PBR04 Pedestrian bridge over Kororoit Creek
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 5.00$ 750 3,750.00$
Earth Works Import, place & compact fill cu m 50.00$ 300 15,000.00$
Structure costs 4 span structure with 1000mm deep Super‐T beams (all inclusive) sq m 4,350.00$ 456 1,983,600.00$
Miscellaneous Fencing ‐ Off structure pedestrian fence m 50.00$ 100 5,000.00$
Landscaping sq m 3.20$ 750 2,400.00$
Subtotal 2,009,750.00$
Council Fees 3.25% of cost of works item 3.25% 1 65,316.88$
Melbourne Water Fees 1% of cost of works item 1% 1 20,097.50$
Traffic Management & CHMP 5% of cost of works item 5% 1 100,487.50$
Environmental Management 0.5% of cost of works item 0.5% 1 10,048.75$
Geotechnical, Survey & Design 5% of cost of works item 5.0% 1 100,487.50$
Supervision & Project Management 9% of cost of works item 9% 1 180,877.50$
Site Establishment 2.5% of cost of works item 2.5% 1 50,243.75$
Contingency 20% of cost of works item 20% 1 401,950.00$
TOTAL 2,939,259.38$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the Development Contributions
Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes to the quantities required to construct the
intersection or increases in construction costs. These values are not intended for use in construction pricing and do not constitute a Bill of Quantities.
PBR05 Pedestrian bridge over Kororoit Creek
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 5.00$ 550 2,750.00$
Earth Works Import, place & compact fill cu m 50.00$ 300 15,000.00$
Structure costs 3 span structure with 1000mm deep Super‐T beams (all inclusive) sq m 4,350.00$ 345.6 1,503,360.00$
Miscellaneous Fencing ‐ Off structure pedestrian fence m 50.00$ 100 5,000.00$
Landscaping sq m 3.20$ 550 1,760.00$
Subtotal 1,527,870.00$
Council Fees 3.25% of cost of works item 3.25% 1 49,655.78$
Melbourne Water Fees 1% of cost of works item 1% 1 15,278.70$
Traffic Management & CHMP 5% of cost of works item 5% 1 76,393.50$
Environmental Management 0.5% of cost of works item 0.5% 1 7,639.35$
Geotechnical, Survey & Design 5% of cost of works item 5.0% 1 76,393.50$
Supervision & Project Management 9% of cost of works item 9% 1 137,508.30$
Site Establishment 2.5% of cost of works item 2.5% 1 38,196.75$
Contingency 20% of cost of works item 20% 1 305,574.00$
TOTAL 2,234,509.88$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the Development Contributions
Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes to the quantities required to construct the
intersection or increases in construction costs. These values are not intended for use in construction pricing and do not constitute a Bill of Quantities.
PBR06 Pedestrian bridge over Kororoit Creek
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 5.00$ 450 2,250.00$
Earth Works Import, place & compact fill cu m 50.00$ 280 14,000.00$
Structure costs 3 span structure with 1000mm deep Super‐T beams (all inclusive) sq m 4,350.00$ 328.8 1,430,280.00$
Miscellaneous Fencing ‐ Off structure pedestrian fence m 50.00$ 100 5,000.00$
Landscaping sq m 3.20$ 450 1,440.00$
Subtotal 1,452,970.00$
Council Fees 3.25% of cost of works item 3.25% 1 47,221.53$
Melbourne Water Fees 1% of cost of works item 1% 1 14,529.70$
Traffic Management & CHMP 5% of cost of works item 5% 1 72,648.50$
Environmental Management 0.5% of cost of works item 0.5% 1 7,264.85$
Geotechnical, Survey & Design 5% of cost of works item 5.0% 1 72,648.50$
Supervision & Project Management 9% of cost of works item 9% 1 130,767.30$
Site Establishment 2.5% of cost of works item 2.5% 1 36,324.25$
Contingency 20% of cost of works item 20% 1 290,594.00$
TOTAL 2,124,968.63$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the Development
Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes to the quantities required to
construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do not constitute a Bill of Quantities.
PBR07 Pedestrian bridge over Kororoit Creek
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 5.00$ 450 2,250.00$
Earth Works Import, place & compact fill cu m 50.00$ 300 15,000.00$
Structure costs 3 span structure with 1000mm deep Super‐T beams (all inclusive) sq m 4,350.00$ 288 1,252,800.00$
Miscellaneous Fencing ‐ Off structure pedestrian fence m 50.00$ 100 5,000.00$
Landscaping sq m 3.20$ 450 1,440.00$
Subtotal 1,276,490.00$
Council Fees 3.25% of cost of works item 3.25% 1 41,485.93$
Melbourne Water Fees 1% of cost of works item 1% 1 12,764.90$
Traffic Management & CHMP 5% of cost of works item 5% 1 63,824.50$
Environmental Management 0.5% of cost of works item 0.5% 1 6,382.45$
Geotechnical, Survey & Design 5% of cost of works item 5.0% 1 63,824.50$
Supervision & Project Management 9% of cost of works item 9% 1 114,884.10$
Site Establishment 2.5% of cost of works item 2.5% 1 31,912.25$
Contingency 20% of cost of works item 20% 1 255,298.00$
TOTAL 1,866,866.63$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the Development
Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes to the quantities required to
construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do not constitute a Bill of Quantities.
PBR08 Pedestrian bridge over Western Freeway
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 5.00$ 500 2,500.00$
Earth Works Import, place & compact fill cu m 50.00$ 300 15,000.00$
Structure costs 2 span structure over Western Freeway (all inclusive) sq m 4,600.00$ 312 1,435,200.00$
Bridge ramps on structure (all inclusive) sq m 4,200.00$ 753.6 3,165,120.00$
Retaining wall section (all inclusive) sq m 1,200.00$ 398.4 478,080.00$
Barriers High containment median barrier m 2,500.00$ 18 45,000.00$
Wire Rope Safety Barrier m 140.00$ 420 58,800.00$
Wire Rope Safety Barrier end terminal item 5,500.00$ 8 44,000.00$
Miscellaneous Fencing ‐ Off structure pedestrian fence m 50.00$ 100 5,000.00$
Landscaping sq m 3.20$ 500 1,600.00$
Subtotal 5,250,300.00$
Council Fees 3.25% of cost of works item 3.25% 1 170,634.75$
Vicroads Fees 1% of cost of works item 1% 1 52,503.00$
Traffic Management 5% of cost of works item 5% 1 262,515.00$
Environmental Management 0.5% of cost of works item 0.5% 1 26,251.50$
Geotechnical, Survey & Design 5% of cost of works item 5.0% 1 262,515.00$
Supervision & Project Management 9% of cost of works item 9% 1 472,527.00$
Site Establishment 2.5% of cost of works item 2.5% 1 131,257.50$
Contingency 20% of cost of works item 20% 1 1,050,060.00$
TOTAL 7,678,563.75$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the Development
Contributions Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes to the quantities required to
construct the intersection or increases in construction costs. These values are not intended for use in construction pricing and do not constitute a Bill of Quantities.
CU01 Culvert ‐ Local connector road over constructed waterway
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 5.00$ 200 1,000.00$
Earthworks Shaping earthworks on approach to culvert cu m 40.00$ 200 8,000.00$
Precast Boxes
incl. precast units, based slabs, end walls, wingwalls & scour protectionsq m 2,000.00$ 806 1,612,800.00$
Culvert approach barriers Off structure concrete barrier on piles m 2,000.00$ 60 120,000.00$
Guard fence m 140.00$ 160 22,400.00$ GREAT terminals No 7,500.00$ 2 15,000.00$
Subtotal 1,779,200.00$
Council Fees 3.25% of cost of works item 3.25% 1 57,824.00$
Melbourne Water Fees 1% of cost of works item 1% 1 17,792.00$
Traffic Management 5% of cost of works item 5% 1 88,960.00$
Environmental Management 0.5% of cost of works item 0.5% 1 8,896.00$
Survey & Design 5% of cost of works item 5% 1 88,960.00$
Supervision & Project Management 9% of cost of works item 9% 1 160,128.00$
Site Establishment 2.5% of cost of works item 2.5% 1 44,480.00$
Contingency 15% of cost of works item 15% 1 266,880.00$
TOTAL 2,513,120.00$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the Development Contributions
Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes to the quantities required to construct the
intersection or increases in construction costs. These values are not intended for use in construction pricing and do not constitute a Bill of Quantities.
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 5.00$ 200 1,000.00$
Earthworks Shaping earthworks on approach to culvert cu m 40.00$ 200 8,000.00$
Precast Boxes
incl. precast units, based slabs, end walls, wingwalls & scour protectionsq m 2,000.00$ 1114 2,227,200.00$
Culvert approach barriers Off structure concrete barrier on piles m 2,000.00$ 60 120,000.00$
Guard fence m 140.00$ 160 22,400.00$ GREAT terminals No 7,500.00$ 2 15,000.00$
Subtotal 2,393,600.00$
Council Fees 3.25% of cost of works item 3.25% 1 77,792.00$
Melbourne Water Fees 1% of cost of works item 1% 1 23,936.00$
Traffic Management 5% of cost of works item 5% 1 119,680.00$
Environmental Management 0.5% of cost of works item 0.5% 1 11,968.00$
Survey & Design 5% of cost of works item 5% 1 119,680.00$
Supervision & Project Management 9% of cost of works item 9% 1 215,424.00$
Site Establishment 2.5% of cost of works item 2.5% 1 59,840.00$
Contingency 15% of cost of works item 15% 1 359,040.00$
TOTAL 3,380,960.00$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the Development Contributions
Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes to the quantities required to construct the
intersection or increases in construction costs. These values are not intended for use in construction pricing and do not constitute a Bill of Quantities.
CU03 Culvert ‐ Tarleton Road over constructed waterway
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 5.00$ 200 1,000.00$
Earthworks Shaping earthworks on approach to culvert cu m 40.00$ 200 8,000.00$
Precast Boxes
incl. precast units, based slabs, end walls, wingwalls & scour protectionsq m 2,000.00$ 1361 2,721,360.00$
Culvert approach barriers Off structure concrete barrier on piles m 2,000.00$ 60 120,000.00$
Guard fence m 140.00$ 160 22,400.00$ GREAT terminals No 7,500.00$ 2 15,000.00$
Subtotal 2,887,760.00$
Council Fees 3.25% of cost of works item 3.25% 1 93,852.20$
Melbourne Water Fees 1% of cost of works item 1% 1 28,877.60$
Traffic Management 5% of cost of works item 5% 1 144,388.00$
Environmental Management 0.5% of cost of works item 0.5% 1 14,438.80$
Survey & Design 5% of cost of works item 5% 1 144,388.00$
Supervision & Project Management 9% of cost of works item 9% 1 259,898.40$
Site Establishment 2.5% of cost of works item 2.5% 1 72,194.00$
Contingency 15% of cost of works item 15% 1 433,164.00$
TOTAL 4,078,961.00$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the Development Contributions
Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes to the quantities required to construct the
intersection or increases in construction costs. These values are not intended for use in construction pricing and do not constitute a Bill of Quantities.
CU04 Culvert ‐ Tarleton Road over constructed waterway
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 5.00$ 200 1,000.00$
Earthworks Shaping earthworks on approach to culvert cu m 40.00$ 200 8,000.00$
Precast Boxes
incl. precast units, based slabs, end walls, wingwalls & scour protectionsq m 2,000.00$ 1114 2,227,200.00$
Culvert approach barriers Off structure concrete barrier on piles m 2,000.00$ 60 120,000.00$
Guard fence m 140.00$ 160 22,400.00$ GREAT terminals No 7,500.00$ 2 15,000.00$
Subtotal 2,393,600.00$
Council Fees 3.25% of cost of works item 3.25% 1 77,792.00$
Melbourne Water Fees 1% of cost of works item 1% 1 23,936.00$
Traffic Management 5% of cost of works item 5% 1 119,680.00$
Environmental Management 0.5% of cost of works item 0.5% 1 11,968.00$
Survey & Design 5% of cost of works item 5% 1 119,680.00$
Supervision & Project Management 9% of cost of works item 9% 1 215,424.00$
Site Establishment 2.5% of cost of works item 2.5% 1 59,840.00$
Contingency 15% of cost of works item 15% 1 359,040.00$
TOTAL 3,380,960.00$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the Development Contributions
Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes to the quantities required to construct the
intersection or increases in construction costs. These values are not intended for use in construction pricing and do not constitute a Bill of Quantities.
CU05 Culvert ‐ Hopkins Road over constructed waterway
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 5.00$ 200 1,000.00$
Earthworks Shaping earthworks on approach to culvert cu m 40.00$ 200 8,000.00$
Precast Boxes
incl. precast units, based slabs, end walls, wingwalls & scour protectionsq m 2,000.00$ 1642 3,284,400.00$
Culvert approach barriers Off structure concrete barrier on piles m 2,000.00$ 60 120,000.00$
Guard fence m 140.00$ 160 22,400.00$ GREAT terminals No 7,500.00$ 2 15,000.00$
Subtotal 3,450,800.00$
Council Fees 3.25% of cost of works item 3.25% 1 112,151.00$
Melbourne Water Fees 1% of cost of works item 1% 1 34,508.00$
Traffic Management 5% of cost of works item 5% 1 172,540.00$
Environmental Management 0.5% of cost of works item 0.5% 1 17,254.00$
Survey & Design 5% of cost of works item 5% 1 172,540.00$
Supervision & Project Management 9% of cost of works item 9% 1 310,572.00$
Site Establishment 2.5% of cost of works item 2.5% 1 86,270.00$
Contingency 15% of cost of works item 15% 1 517,620.00$
TOTAL 4,874,255.00$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the Development Contributions
Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes to the quantities required to construct the
intersection or increases in construction costs. These values are not intended for use in construction pricing and do not constitute a Bill of Quantities.
CU06 Culvert ‐ Taylors Road (RD11) over constructed waterway
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 5.00$ 200 1,000.00$
Earthworks Shaping earthworks on approach to culvert cu m 40.00$ 200 8,000.00$
Precast Boxes
incl. precast units, based slabs, end walls, wingwalls & scour protectionsq m 2,000.00$ 1215 2,430,240.00$
Culvert approach barriers Guard fence m 140.00$ 160 22,400.00$ GREAT terminals No 7,500.00$ 2 15,000.00$
Subtotal 2,476,640.00$
Council Fees 3.25% of cost of works item 3.25% 1 80,490.80$
Melbourne Water Fees 1% of cost of works item 1% 1 24,766.40$
Traffic Management 5% of cost of works item 5% 1 123,832.00$
Environmental Management 0.5% of cost of works item 0.5% 1 12,383.20$
Survey & Design 5% of cost of works item 5% 1 123,832.00$
Supervision & Project Management 9% of cost of works item 9% 1 222,897.60$
Site Establishment 2.5% of cost of works item 2.5% 1 61,916.00$
Contingency 15% of cost of works item 15% 1 371,496.00$
SUBTOTAL 3,498,254.00$
TOTAL 2,767,118.91$
MW COST (731,135.09)$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the Development Contributions Plan.
Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes to the quantities required to construct the intersection or
increases in construction costs. These values are not intended for use in construction pricing and do not constitute a Bill of Quantities.
CU06 ‐ Culvert works 79.1% cost ‐ remainder attributed to Melbourne Water (Existing culvert 10.2m wide divided by the total upgrade 48.8m
width)
CU07 Culvert ‐ Taylors Road (RD12) over constructed waterway
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 5.00$ 200 1,000.00$
Earthworks Shaping earthworks on approach to culvert cu m 40.00$ 200 8,000.00$
Precast Boxes
incl. precast units, based slabs, end walls, wingwalls & scour protectionsq m 2,000.00$ 2049 4,097,680.00$
Culvert approach barriers Guard fence m 140.00$ 160 22,400.00$ GREAT terminals No 7,500.00$ 2 15,000.00$
Subtotal 4,144,080.00$
Council Fees 3.25% of cost of works item 3.25% 1 134,682.60$
Melbourne Water Fees 1% of cost of works item 1% 1 41,440.80$
Traffic Management 5% of cost of works item 5% 1 207,204.00$
Environmental Management 0.5% of cost of works item 0.5% 1 20,720.40$
Survey & Design 5% of cost of works item 5% 1 207,204.00$
Supervision & Project Management 9% of cost of works item 9% 1 372,967.20$
Site Establishment 2.5% of cost of works item 2.5% 1 103,602.00$
Contingency 15% of cost of works item 15% 1 621,612.00$
SUBTOTAL 5,853,513.00$
TOTAL 3,945,267.76$
MW COST (1,908,245.24)$
CU07 ‐ Culvert works 67.4% cost ‐ remainer attributed to Melbourne Water (Existing culvert 17.1m wide divided by the total upgrade 52.4m
width)
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the Development Contributions Plan.
Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes to the quantities required to construct the intersection or
increases in construction costs. These values are not intended for use in construction pricing and do not constitute a Bill of Quantities.
CU08 Culvert ‐ Taylors Road (RD14) over constructed waterway
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 5.00$ 200 1,000.00$
Earthworks Shaping earthworks on approach to culvert cu m 40.00$ 200 8,000.00$
Precast Boxes
incl. precast units, based slabs, end walls, wingwalls & scour protectionsq m 2,000.00$ 1286 2,572,800.00$
Culvert approach barriers Guard fence m 140.00$ 160 22,400.00$ GREAT terminals No 7,500.00$ 2 15,000.00$
Subtotal 2,619,200.00$
Council Fees 3.25% of cost of works item 3.25% 1 85,124.00$
Melbourne Water Fees 1% of cost of works item 1% 1 26,192.00$
Traffic Management 5% of cost of works item 5% 1 130,960.00$
Environmental Management 0.5% of cost of works item 0.5% 1 13,096.00$
Survey & Design 5% of cost of works item 5% 1 130,960.00$
Supervision & Project Management 9% of cost of works item 9% 1 235,728.00$
Site Establishment 2.5% of cost of works item 2.5% 1 65,480.00$
Contingency 15% of cost of works item 15% 1 392,880.00$
SUBTOTAL 3,699,620.00$
TOTAL 2,549,038.18$
MW COST (1,150,581.82)$
CU08 ‐ Culvert works 68.9% cost ‐ remainer attributed to Melbourne Water (Existing culvert 12.5m wide divided by the total upgrade 40.2m
width)
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the Development Contributions Plan.
Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes to the quantities required to construct the intersection or
increases in construction costs. These values are not intended for use in construction pricing and do not constitute a Bill of Quantities.
CU09 Culvert ‐ E‐W Connector Road 4 over constructed waterway
Description Detail Unit Rate Qty AmountClearing & Grubbing sq m 5.00$ 200 1,000.00$
Earthworks Shaping earthworks on approach to culvert cu m 40.00$ 200 8,000.00$
Precast Boxes
incl. precast units, based slabs, end walls, wingwalls & scour protectionsq m 2,000.00$ 985 1,970,640.00$
Culvert approach barriers Off structure concrete barrier on piles m 2,000.00$ 60 120,000.00$
Guard fence m 140.00$ 160 22,400.00$ GREAT terminals No 7,500.00$ 2 15,000.00$
Subtotal 2,137,040.00$
Council Fees 3.25% of cost of works item 3.25% 1 69,453.80$
Melbourne Water Fees 1% of cost of works item 1% 1 21,370.40$
Traffic Management 5% of cost of works item 5% 1 106,852.00$
Environmental Management 0.5% of cost of works item 0.5% 1 10,685.20$
Survey & Design 5% of cost of works item 5% 1 106,852.00$
Supervision & Project Management 9% of cost of works item 9% 1 192,333.60$
Site Establishment 2.5% of cost of works item 2.5% 1 53,426.00$
Contingency 15% of cost of works item 15% 1 320,556.00$
TOTAL 3,018,569.00$
The estimated construction costs provided in this document have been issued to the Victorian Planning Authority for budgeting purposes only for the Development Contributions
Plan. Utility service relocation costs are indicative only. SMEC Australia assumes no liability for losses incurred through changes to the quantities required to construct the
intersection or increases in construction costs. These values are not intended for use in construction pricing and do not constitute a Bill of Quantities.
