Download Cpccbc4004a - Assessment 2 PDF

TitleCpccbc4004a - Assessment 2
Tags Civil Engineering Architectural Elements Structural Engineering
File Size237.8 KB
Total Pages6
Document Text Contents
Page 1

PagePage 11 of of 66

CPCCBC4004A: Assessment 2CPCCBC4004A: Assessment 2

Task:Task:
Refer to Project 1Refer to Project 1

1. 1. Bored excavation Bored excavation for 300mm for 300mm diameter piers, diameter piers, depth of depth of 2.50 meters.2.50 meters.
The total number of piers are 44 spread out of maximum 1800mm, as per belowThe total number of piers are 44 spread out of maximum 1800mm, as per below
drawing.drawing.

2. 2. Bulk Bulk excavation excavation to to prepare sprepare site ite generallygenerally

Item Item Particulars Particulars Unit Unit Quantity Quantity Rate Rate $ $ CC

1 1 Bored Bored excavation excavation for for Ø300 Ø300 mm mm piers,piers,

Depth of piers 2.50 mDepth of piers 2.50 m

m 110m 110

44 x 2.50 = 110 linear meters44 x 2.50 = 110 linear meters

Item Item Particulars Particulars Unit Unit Quantity Quantity Rate Rate $ $ CC

2 2 Bulk Bulk excavation excavation mm33 7373

16.91 + 2.00 =18.9116.91 + 2.00 =18.91

11.87 + 2.00 = 13.8711.87 + 2.00 = 13.87

RL 0.325RL 0.325  – – RL 0.050 = 0.275 RL 0.050 = 0.275

72.1272.12

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3. N25 concrete to the slab on ground

Slab: 12,830 x 5,760 x 100 = 7.39 m3

Garage set down: 5,640 x 5,500 x 75 = 2.32 m3

Patio Slab: 1,670 x 6,350 x 100 =1.06 m3

Family Room: 5,510 x 4,080 x 100 = 2.24 m3

100 mm beams on slab ground
12,830  – 450 = 12,380 11,870  – 900 = 10,970
11,870  – 450 = 11,420 12,830  – 900 = 11,930
12,830  – 450 = 12,380
11,870  – 450 = 11,420
4,080  – 450 = 3,630
5,510  – 450 = 5,060
4,080 = 4,080

83,270

450 12,830

4,080



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