| A | B | C | D | E | F | G | H | I | J | K | L | M | N | O | P | Q | R | S | T | U | V | W | X | Y | Z | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | ||||||||||||||||||||||||||
2 | ||||||||||||||||||||||||||
3 | Code | Description | Quantity | UOM | Rate | SubTotal | Factor | Total | Total | Level | Zone | Pour | Element | Element No. | Product Category | Product Code | Product Description | Bar Shape | ||||||||
4 | ||||||||||||||||||||||||||
5 | REINFORCEMENT | |||||||||||||||||||||||||
6 | GENERALLY | Head1 | ||||||||||||||||||||||||
7 | Tenderers are referred to the Specification for the full particulars of workmanship and materials, and the quantities herein provided shall be read in conjunction with the drawings | Note | ||||||||||||||||||||||||
8 | This Builders Bill of Quantities has not been measured in accordance with the Australian Standard Method of Measurement of Building Works, 5th Edition | Note | ||||||||||||||||||||||||
9 | REFERENCES | Head1 | ||||||||||||||||||||||||
10 | Refer to Structural drawings dated 26 September 2025 | Note | ||||||||||||||||||||||||
11 | PRICES | Head1 | ||||||||||||||||||||||||
12 | Prices shall include for: | Head2 | ||||||||||||||||||||||||
13 | Supply and delivery to site | Note | ||||||||||||||||||||||||
14 | Cleaning, cutting, bending, fabrication and tagging | Note | ||||||||||||||||||||||||
15 | Placing and provision of all necessary temporary fixings and supports including tie wire, chair supports, etc | Note | ||||||||||||||||||||||||
16 | Rolling margins and waste | Note | ||||||||||||||||||||||||
17 | Environmental and sustainable requirements detailed in the Tender documents (if any) | Note | ||||||||||||||||||||||||
18 | GENERAL ITEMS | Head1 | ||||||||||||||||||||||||
19 | Allow for giving notice of and providing facilities for inspection | 1.00 | Item | |||||||||||||||||||||||
20 | Allow for compliance with quality assurance requirements | 1.00 | Item | |||||||||||||||||||||||
21 | Allow for producing bending schedules | 1.00 | Item | |||||||||||||||||||||||
22 | Allow for contractor's submissions | 1.00 | Item | |||||||||||||||||||||||
23 | Allow for safety capping to starter bars | 1.00 | Item | |||||||||||||||||||||||
24 | Allow for all costs associated with cathodic protection, earthing and lightning conduction | 1.00 | Item | |||||||||||||||||||||||
25 | NOTES AND ASSUMPTIONS | Head1 | ||||||||||||||||||||||||
26 | Chair bars and wastage not considered | Note | ||||||||||||||||||||||||
27 | Trimmers bars not shown on plans were not measured | Note | ||||||||||||||||||||||||
28 | Tower crane footing were not included, no details provided | Note | ||||||||||||||||||||||||
29 | Precast column starter bar were not included | Note | ||||||||||||||||||||||||
30 | External precast wall starter bars and dowels were not measured, no details provided | Note | ||||||||||||||||||||||||
31 | PILE CAP | Head1 | In Ground | Z1;Z2 | P1;P2;P3;P4 | Pile Cap | ||||||||||||||||||||
32 | Zone 1 | Head2 | In Ground | Z1 | P1;P2 | Pile Cap | ||||||||||||||||||||
33 | Pour 1 | Head3 | In Ground | Z1 | P1 | Pile Cap | ||||||||||||||||||||
34 | Foundation Level (S0701-3) | Head4 | In Ground | Z1 | P1 | Pile Cap | ||||||||||||||||||||
35 | PC1 - 1200 x 800 x 850mm deep pile cap | Head5 | In Ground | Z1 | P1 | Pile Cap | PC1 | |||||||||||||||||||
36 | N16-200 Bottom A Long U-Bar | 0.38 | t | In Ground | Z1 | P1 | Pile Cap | PC1 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
37 | N16-200 Bottom B Short U-Bar | 0.46 | t | In Ground | Z1 | P1 | Pile Cap | PC1 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
38 | N16-200 Top C Short U-Bar | 0.46 | t | In Ground | Z1 | P1 | Pile Cap | PC1 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
39 | N16-200 Top D Long U-Bar | 0.38 | t | In Ground | Z1 | P1 | Pile Cap | PC1 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
40 | N16-200 Side Bar E | 0.56 | t | In Ground | Z1 | P1 | Pile Cap | PC1 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
41 | PC2 - 1200 x 1200 x 850mm deep pile cap | Head5 | In Ground | Z1 | P1 | Pile Cap | PC2 | |||||||||||||||||||
42 | N16-200 Bottom A Long U-Bar | 0.23 | t | In Ground | Z1 | P1 | Pile Cap | PC2 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
43 | N16-200 Bottom B Short U-Bar | 0.23 | t | In Ground | Z1 | P1 | Pile Cap | PC2 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
44 | N16-200 Top C Short U-Bar | 0.23 | t | In Ground | Z1 | P1 | Pile Cap | PC2 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
45 | N16-200 Top D Long U-Bar | 0.23 | t | In Ground | Z1 | P1 | Pile Cap | PC2 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
46 | N16-200 Side Bar E | 0.20 | t | In Ground | Z1 | P1 | Pile Cap | PC2 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
47 | PC3 - 2400 x 1000 x 1050mm deep pile cap | Head5 | In Ground | Z1 | P1 | Pile Cap | PC3 | |||||||||||||||||||
48 | N16-200 Bottom A Long U-Bar | 0.05 | t | In Ground | Z1 | P1 | Pile Cap | PC3 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
49 | 5N28 Bottom B Short U-Bar | 0.08 | t | In Ground | Z1 | P1 | Pile Cap | PC3 | Steel | N28 | 28mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
50 | 4N16 Top C Short U-Bar | 0.33 | t | In Ground | Z1 | P1 | Pile Cap | PC3 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
51 | N12-200 Top D Long U-Bar | 0.40 | t | In Ground | Z1 | P1 | Pile Cap | PC3 | Steel | N12 | 12mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
52 | N16-200 Side Bar E | 0.07 | t | In Ground | Z1 | P1 | Pile Cap | PC3 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
53 | PC5 - 2250 x 2400 x 950mm deep pile cap | Head5 | In Ground | Z1 | P1 | Pile Cap | PC5 | |||||||||||||||||||
54 | N16-200 Bottom A U-Bar | 0.09 | t | In Ground | Z1 | P1 | Pile Cap | PC5 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
55 | N16-200 Bottom B U-Bar | 0.10 | t | In Ground | Z1 | P1 | Pile Cap | PC5 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
56 | N12-200 Top C U-Bar | 0.06 | t | In Ground | Z1 | P1 | Pile Cap | PC5 | Steel | N12 | 12mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
57 | N12-200 Top D U-Bar | 0.05 | t | In Ground | Z1 | P1 | Pile Cap | PC5 | Steel | N12 | 12mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
58 | 6N24 Bottom E U-Bar | 0.10 | t | In Ground | Z1 | P1 | Pile Cap | PC5 | Steel | N24 | 24mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
59 | 3N16 Top F U-Bar | 0.03 | t | In Ground | Z1 | P1 | Pile Cap | PC5 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
60 | N16-200 Side Bar G | 0.08 | t | In Ground | Z1 | P1 | Pile Cap | PC5 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
61 | PC6 - 1200 x 1000 x 850mm deep pile cap | Head5 | In Ground | Z1 | P1 | Pile Cap | PC6 | |||||||||||||||||||
62 | N16-200 Bottom A Long U-Bar | 0.06 | t | In Ground | Z1 | P1 | Pile Cap | PC6 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
63 | N16-200 Bottom B Short U-Bar | 0.07 | t | In Ground | Z1 | P1 | Pile Cap | PC6 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
64 | N16-200 Top C Short U-Bar | 0.07 | t | In Ground | Z1 | P1 | Pile Cap | PC6 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
65 | N16-200 Top D Long U-Bar | 0.06 | t | In Ground | Z1 | P1 | Pile Cap | PC6 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
66 | N16-200 Side Bar E | 0.08 | t | In Ground | Z1 | P1 | Pile Cap | PC6 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
67 | PC7 - 1850 x 800 x 850mm deep pile cap | Head5 | In Ground | Z1 | P1 | Pile Cap | PC7 | |||||||||||||||||||
68 | N16-200 Bottom A Long U-Bar | 0.03 | t | In Ground | Z1 | P1 | Pile Cap | PC7 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
69 | N16-200 Bottom B Short U-Bar | 0.05 | t | In Ground | Z1 | P1 | Pile Cap | PC7 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
70 | N16-200 Top C Short U-Bar | 0.05 | t | In Ground | Z1 | P1 | Pile Cap | PC7 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
71 | N16-200 Top D Long U-Bar | 0.03 | t | In Ground | Z1 | P1 | Pile Cap | PC7 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
72 | N16-200 Side Bar E | 0.05 | t | In Ground | Z1 | P1 | Pile Cap | PC7 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
73 | PC13 - 4300 x 2200 x 1300mm deep pile cap | Head5 | In Ground | Z1 | P1 | Pile Cap | PC13 | |||||||||||||||||||
74 | N16-200 Bottom A U-Bar | 0.14 | t | In Ground | Z1 | P1 | Pile Cap | PC13 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
75 | N16-200 Bottom B U-Bar | 0.14 | t | In Ground | Z1 | P1 | Pile Cap | PC13 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
76 | N16-200 Top C U-Bar | 0.14 | t | In Ground | Z1 | P1 | Pile Cap | PC13 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
77 | N16-200 Top D U-Bar | 0.14 | t | In Ground | Z1 | P1 | Pile Cap | PC13 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
78 | 5N20 Bottom E U-Bar | 0.08 | t | In Ground | Z1 | P1 | Pile Cap | PC13 | Steel | N20 | 20mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
79 | ** | PC15 - 8900 x 7400 x 1500mm deep pile cap | Head5 | In Ground | Z1 | P1 | Pile Cap | PC15 | ||||||||||||||||||
80 | ** | N24-200 Bottom A U-Bar | 1.75 | t | In Ground | Z1 | P1 | Pile Cap | PC15 | Steel | N24 | 24mm 500 grade N deformed bar - processed | Bent Bar | |||||||||||||
81 | ** | N24-200 Bottom B U-Bar | 1.65 | t | In Ground | Z1 | P1 | Pile Cap | PC15 | Steel | N24 | 24mm 500 grade N deformed bar - processed | Bent Bar | |||||||||||||
82 | ** | N24-200 Top C U-Bar | 1.75 | t | In Ground | Z1 | P1 | Pile Cap | PC15 | Steel | N24 | 24mm 500 grade N deformed bar - processed | Bent Bar | |||||||||||||
83 | ** | N24-200 Top D U-Bar | 1.65 | t | In Ground | Z1 | P1 | Pile Cap | PC15 | Steel | N24 | 24mm 500 grade N deformed bar - processed | Bent Bar | |||||||||||||
84 | ** | N24-250 Side Bar E | 1.16 | t | In Ground | Z1 | P1 | Pile Cap | PC15 | Steel | N24 | 24mm 500 grade N deformed bar - processed | Bent Bar | |||||||||||||
85 | Pour 2 | Head3 | In Ground | Z1 | P2 | Pile Cap | ||||||||||||||||||||
86 | Foundation Level (S0701-3) | Head4 | In Ground | Z1 | P2 | Pile Cap | ||||||||||||||||||||
87 | PC1 - 1200 x 800 x 850mm deep pile cap | Head5 | In Ground | Z1 | P2 | Pile Cap | PC1 | |||||||||||||||||||
88 | N16-200 Bottom A Long U-Bar | 0.24 | t | In Ground | Z1 | P2 | Pile Cap | PC1 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
89 | N16-200 Bottom B Short U-Bar | 0.29 | t | In Ground | Z1 | P2 | Pile Cap | PC1 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
90 | N16-200 Top C Short U-Bar | 0.29 | t | In Ground | Z1 | P2 | Pile Cap | PC1 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
91 | N16-200 Top D Long U-Bar | 0.24 | t | In Ground | Z1 | P2 | Pile Cap | PC1 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
92 | N16-200 Side Bar E | 0.35 | t | In Ground | Z1 | P2 | Pile Cap | PC1 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
93 | PC2 - 1200 x 1200 x 850mm deep pile cap | Head5 | In Ground | Z1 | P2 | Pile Cap | PC2 | |||||||||||||||||||
94 | N16-200 Bottom A Long U-Bar | 0.23 | t | In Ground | Z1 | P2 | Pile Cap | PC2 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
95 | N16-200 Bottom B Short U-Bar | 0.23 | t | In Ground | Z1 | P2 | Pile Cap | PC2 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
96 | N16-200 Top C Short U-Bar | 0.23 | t | In Ground | Z1 | P2 | Pile Cap | PC2 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
97 | N16-200 Top D Long U-Bar | 0.23 | t | In Ground | Z1 | P2 | Pile Cap | PC2 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
98 | N16-200 Side Bar E | 0.20 | t | In Ground | Z1 | P2 | Pile Cap | PC2 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar | ||||||||||||||
99 | PC4 - 3600 x 1200 x 1450mm deep pile cap | Head5 | In Ground | Z1 | P2 | Pile Cap | PC4 | |||||||||||||||||||
100 | N16-200 Bottom A Long U-Bar | 0.08 | t | In Ground | Z1 | P2 | Pile Cap | PC4 | Steel | N16 | 16mm 500 grade N deformed bar - processed | Bent Bar |