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Sample of estimates gannt and s curve
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Name: CRISTHIANARES L. OBO Engr.Rhandy Vhim Cordero
Course: BSCE-5 PROPOSED PERIMETER FENCE
% cost % duration Duration Total cost 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
1.412714 6.25 3 7000 3 3 3
2.018163 2.083333333 Mobilization(Materials and equipment) 1 10000 6
1.210898 6.25 3 6000 6 6 6
3 3 3 3 3 3 3
3 3 3 3 3 3 3
6 6 6 6 6 6
3 3 3 3 3 3
12.10898 8.333333333 4 60000 6 6 6 6
15.29768 18.75 9 75800 6 6 6 6 6 6 6 6 6
3 3 6 6 6
3 3 3 3 3
15.13623 12.5 6 75000 6 6 6 6 6 6
3.32997 10.41666667 5 16500 6 6 6 6 6
48 495500
90 m of %Duration 2.083 2.083 4.167 5.952 5.952 5.952 5.952 5.952 8.036 8.036 8.333 8.333 2.083 2.083 2.083 2.083 2.083 4.167 4.167 4.167 4.167 2.083
30 m Commulative D 2.083 4.167 8.333 14.29 20.24 26.19 32.14 38.1 46.13 54.17 62.5 70.83 72.92 75 77.08 79.17 81.25 85.42 89.58 93.75 97.92 100
6 m
of %Cost 0.471 0.471 2.489 3.908 3.908 3.908 6.283 6.283 9.31 9.31 11.54 11.54 4.036 4.036 4.036 2.523 2.523 3.189 3.189 3.189 3.189 0.666
NGL Commulative C 0.471 0.942 3.431 7.339 11.25 15.16 21.44 27.72 37.03 46.34 57.88 69.42 73.46 77.5 81.53 84.06 86.58 89.77 92.96 96.15 99.33 100
0.6 m
TOTAL
Plastering
Painting works
Demobilization
Activity
Layouting
Structure Excavation
Steel Works and Form Works
612.6337
16.67003
20.18163
62600
82600
510.41666667
12.5
12.5 Fabrication(Steel reinf.& Formworks)
Laying of CHB
Concreting of Columns and footing
6
100000
8mm lat. ties spaced @ 20mm o.c.
4-12mm main bars. 0.15m x
0.15m
2.4
m
0.4m x 0.4m
4-10 mm
PERIMETER FENCE @ 0.6
m. INTERNAL VERTICAL
10mm EVERY 3 LAYERS