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Bill of Quantities · OPW24/0125
BILL OF QUANTITIES
Project Ozcare Noosa - Fire Access Trail
Job No. STP24-0253
Date 15-Aug-24
BOQ Rev. A
CONSTRUCTION COST SUMMARY
SECTION ITEM AMOUNT
1 PRELIMINARIES $35,000
2 CLEARING & EARTHWORKS (INCL. RETAINING WALLS) $184,028
3 ROADWORKS $480,082
4 STORMWATER RETICULATION $58,353
5 EROSION & SEDIMENT CONTROL WORKS $56,555
SUB TOTAL (EXCLUSIVE OF GST) $814,018
GST $81,402
TOTAL $895,420
NOTE: Drawings have not been approved for Operational Works, as a result quantities may change until final approval
Certified by: Mr Ken Miller
RPEQ No: 09053
QUANTITIES ILLUSTRATED HEREIN ARE ESTIMATES FOR TENDERERS INFORMATION ONLY. TENDERERS ARE REMINDED THAT THIS IS A LUMP SUM CONTRACT AND ALL QUANTITIES MUST BE CONFIRMED BY THE
TENDERER IN THEIR TENDER SUBMISSION.
Page 1 of 6 STP24-0253 Estimate of Costs-Site Civil Works-Rev A.xls
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ITEM NO. DESCRIPTION UNIT QUANTITY RATE TOTAL
SECTION 1 : PRELIMINARIES
1.1 Site establishment & disestablishment Item 1 10000.00 $ 10,000.00
1.2 Insurance Item 1 25000.00 $ 25,000.00
TOTAL SECTION 1
$ 35,000.00
PRELIMINARIES
QUANTITIES ILLUSTRATED HEREIN ARE ESTIMATES FOR TENDERERS INFORMATION ONLY. TENDERERS ARE REMINDED THAT THIS IS A LUMP SUM CONTRACT AND ALL QUANTITIES MUST BE CONFIRMED BY THE
TENDERER IN THEIR TENDER SUBMISSION.
Page 2 of 6 STP24-0253 Estimate of Costs-Site Civil Works-Rev A.xls
Page 3
ITEM NO. DESCRIPTION UNIT QUANTITY RATE TOTAL
SECTION 2 : CLEARING & EARTHWORKS
2.1 Temporary fence around construction area m 166 16.40 $ 2,722.40
2.2 Selective clearing and grubbing to roads and allotments as directed. ha 1.08 6045.00 $ 6,528.60
2.3 (a) Strip topsoil 100mm thick, stockpile as required.
(Net solid volume of cut) m3 480 7.70 $ 3,695.76
(b) Respread topsoil 100mm thick to verges and distrubed areas as required.
(Net solid volume of cut) m3 251 17.00 $ 4,270.58
(c) Dispose of excess topsoil off site as required. (Net
solid volume of cut). m3 229 18.50 $ 4,232.02
2.4 Remove & dispose of redundant infrastructure and surplus material including Lump
concrete kerbing, driveway crossovers, road surfacing etc. $ 30,000.00
Sum
2.5 Remove & dispose of trees complete including removal, cartage, dumping, and
backfilling and trimming of area with on site material No 94 255.00 $ 23,970.00
2.6 Earthworks, No Bulking Factor (Net Solid Volume of Cut)
(a) On leads to Roads and Drains m3 794 15.20 $ 12,068.80
(b) Imported Fill (20% Bulking Factor) m3 1059 60.00 $ 63,540.00
2.7 Supply and install Design and Construct Sleeper retaining wall complete Lump
$ 25,000.00
Sum
2.8 Construction water Item 1 8000.00 $ 8,000.00
TOTAL SECTION 2
$ 184,028.15
EARTHWORKS
QUANTITIES ILLUSTRATED HEREIN ARE ESTIMATES FOR TENDERERS INFORMATION ONLY. TENDERERS ARE REMINDED THAT THIS IS A LUMP SUM CONTRACT AND ALL QUANTITIES MUST BE CONFIRMED BY THE
TENDERER IN THEIR TENDER SUBMISSION.
Page 3 of 6 STP24-0253 Estimate of Costs-Site Civil Works-Rev A.xls
Page 4
ITEM NO. DESCRIPTION UNIT QUANTITY RATE TOTAL
SECTION 3 : ROADWORKS
3.1 Provision for Traffic Item 1 1,780.00 $ 1,780.00
3.2 Roll, grade and trim subgrade m2 1178 2.95 $ 3,475.10
3.3 Paving material complete including compaction (Compacted Volume)
(a) Base Course - Class 2.1 m3 51 191.80 $ 9,839.34
(b) Sub-base Course - Class 2.4 m3 177 159.90 $ 28,254.33
3.4 Concrete pavement as specified, complete including supply, broom, jointing,
reinforcement, lay, compaction and testing.
(a) 150mm Thick, N32, SL82 Mesh m2 761 233.80 $ 177,921.80
3.5 Supply and lay concrete kerb and kerb and channel including compaction of
foundation, trim bedding gravel, complete .
(a) Layback kerb & channel B1 m 38 98.10 $ 3,727.80
(b) Barrier kerb B2 m 205 78.50 $ 16,081.12
(c) Edge Restraint ER2 m 24 88.30 $ 2,119.20
(c) 900 Wide Channel m 27 175.50 $ 4,738.50
3.6 Concrete pathway, complete in accordance with design drawings
(a) 100mm Thick, N32, SL72 Mesh m2 982 187.10 $ 183,732.20
3.7 Supply and install rock scour protection to causeway crossings in accordance with
design drawings complete m2 72 112.30 $ 8,085.60
3.8 Adjustment to services as required Lump
$ 25,000.00
Sum
3.9 Supply and install Kerb Ramp complete in accordance with design drawings No. 2 1,186.00 $ 2,372.00
3.9 Supply and install precast concrete wheel stops No. 14 52.20 $ 730.80
3.10 Supply and install PWD Bollard complete in accordance with design drawings No. 1 224.40 $ 224.40
3.11 Supply and install pavement marking for car park an roads in accordance with the Lump
design drawings $ 12,000.00
Sum
TOTAL SECTION 3
$ 480,082.19
ROADWORKS
QUANTITIES ILLUSTRATED HEREIN ARE ESTIMATES FOR TENDERERS INFORMATION ONLY. TENDERERS ARE REMINDED THAT THIS IS A LUMP SUM CONTRACT AND ALL QUANTITIES MUST BE CONFIRMED BY THE
TENDERER IN THEIR TENDER SUBMISSION.
Page 4 of 6 STP24-0253 Estimate of Costs-Site Civil Works-Rev A.xls
Page 5
ITEM NO. DESCRIPTION UNIT QUANTITY RATE TOTAL
SECTION 4 : STORMWATER DRAINAGE
4.1 Supply, lay and joint BlackMAX PE pipes, including trench excavation, bedding and
surround sand, backfill, compaction and disposal of spoil as specified:-
(a) 600mm dia m 23 360.70 $ 8,156.51
(b) 750mm dia m 36 432.90 $ 15,584.40
4.2 Construct Grated Field Inlet pits grate cover and surround to existing pit as per design
drawings complete
(a) 600x600 No 1 6,112.00 $ 6,112.00
(c) 900x900 No 1 7,640.00 $ 7,640.00
4.3 Supply and install Humeceptor STC-3 GPT complete in accordance with design
drawings and suppliers specifications No 1 25,000.00 $ 25,000.00
4.4 Modifications to existing inlet pits complete in accordance with design drawings No 2 3,820.00 $ 7,640.00
4.5 Modifications to exisitng access chambers complete in accordance with design
drawings No 1 4,584.00 $ 4,584.00
4.6 Modifications to existing outlet structures in accordance with design drawings No 1 5,500.80 $ 5,500.80
4.7 Supply and install precast concrete headwall to stormwater outlet complete
(a) 600mm dia No 1 1,875.80 $ 1,875.80
TOTAL SECTION 4
$ 58,352.60
STORMWATER DRAINAGE
QUANTITIES ILLUSTRATED HEREIN ARE ESTIMATES FOR TENDERERS INFORMATION ONLY. TENDERERS ARE REMINDED THAT THIS IS A LUMP SUM CONTRACT AND ALL QUANTITIES MUST BE CONFIRMED BY THE
TENDERER IN THEIR TENDER SUBMISSION.
Page 5 of 6 STP24-0253 Estimate of Costs-Site Civil Works-Rev A.xls
Page 6
ITEM NO. DESCRIPTION UNIT QUANTITY RATE TOTAL
SECTION 5 : EROSION AND SEDIMENT CONTROL WORKS
5.1 Hydromulching to areas as indicated on design drawings inc establishment until on-
maintenance m2 2512 14.90 $ 37,430.33
5.2 Supply and install Sediment Fencing and Spill Through Weirs complete (As Required) Lump
in accordance with design drawings $ 12,000.00
Sum
5.3 Supply and Place Gully Inlet protection complete, in accordance with design drawings
No 4 293.40 $ 1,173.60
5.4 Supply and install Sand Bag Check Dams complete, in accordance with design
No. 3 234.80 $ 704.40
drawings
5.6 Supply and place construction entry/exit grate complete, in acordance with design
No 1 5,246.70 $ 5,246.70
drawings.
TOTAL SECTION 5
$ 56,555.03
EROSION AND SEDIMENT CONTROL WORKS
QUANTITIES ILLUSTRATED HEREIN ARE ESTIMATES FOR TENDERERS INFORMATION ONLY. TENDERERS ARE REMINDED THAT THIS IS A LUMP SUM CONTRACT AND ALL QUANTITIES MUST BE CONFIRMED BY THE
TENDERER IN THEIR TENDER SUBMISSION.
Page 6 of 6 STP24-0253 Estimate of Costs-Site Civil Works-Rev A.xls
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