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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 6 12.6337 16.67003 20.18163 62600 82600 5 10.41666667 12.5 12.5 Fabrication(Steel reinf.& Formworks) Laying of CHB Concreting of Columns and footing 6 100000 8mm Φ lat. ties spaced @ 20mm o.c. 4-12mm main bars. 0.15m x 0.15m 2.4m 0.4m x 0.4m 4-10 mm Φ PERIMETER FENCE @ 0.6 m. INTERNAL VERTICAL 10mm EVERY 3 LAYERS

Estimates, Gannt,, 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