Case 5.4-2 - Footings F 15 4600 100 4600-4600 Columns G 4...

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CURRENT DATE = 60 IMMEDIATE PREDECESSORS WORK PACKAGE NODE NODE PREDECESSOR Pregrade Meeting A 1 400 100 0 B A Staking B 2 800 100 0 C B Grading C 10 12000 100 0 D C Underground D 45 30000 80 0 E C Structural Steel E 10 9000 100 0 F C Footings F 15 4600 100 0 G E Columns G 4 1200 100 0 H B Formation of Panels H 3 18000 100 0 I H Curing of Panels I 7 200 100 0 J F Tilting Up Panels J 40 21000 100 0 J I Slab K 3 8000 0 0 K D Roof Structure L 18 29000 50 0 L G Skylihgts M 8 7000 0 0 L J Sheet Metal Work N 41 16000 0 0 M L Exterior Painting O 20 11000 100 0 N G Glazing P 30 13000 10 0 N J Roofing Q 15 38000 0 0 N K Curbs and Gutters R 18 6000 50 0 O J Walkways S 20 3000 75 0 P O Landscaping T 20 10000 30 0 Q M Paving U 12 19000 0 0 Q N Cleanup V 5 4000 0 0 R C S J T O U R U S U T V P V Q V U BUDGETED TIME BUDGETED COST PERCENT COMPLETE COST TO DATE
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PERT/COST ANALYSIS DATE OF ANALYSIS 60 TOTAL PROJECT BUDGET 261200 EXPECTED COMPLETION TIME 129 COST OF WORK TO DATE 0 EXPECTED REMAINING TIME 73 VALUE OF WORK TO DATE 126250 EXPECTED PROJECT DELAY 4 COST OVERRUN -126250 BUDGETED VALUES TO DATE VALUES ANALYSIS TO DATE WORK PACKAGE NODE Pregrade Meeting A 1 400 100 400 0 -400 0 Staking B 2 800 100 800 0 -800 0 Grading C 10 12000 100 12000 0 -12000 0 Underground D 45 30000 80 24000 0 -24000 9 Structural Steel E 10 9000 100 9000 0 -9000
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Unformatted text preview: Footings F 15 4600 100 4600-4600 Columns G 4 1200 100 1200-1200 Formation of Panels H 3 18000 100 18000-18000 Curing of Panels I 7 200 100 200-200 Tilting Up Panels J 40 21000 100 21000-21000 Slab K 3 8000 3 Roof Structure L 18 29000 50 14500-14500 9 Skylihgts M 8 7000 8 Sheet Metal Work N 41 16000 41 Exterior Painting O 20 11000 100 11000-11000 Glazing P 30 13000 10 1300-1300 27 Roofing Q 15 38000 15 Curbs and Gutters R 18 6000 50 3000-3000 9 Walkways S 20 3000 75 2250-2250 5 Landscaping T 20 10000 30 3000-3000 14 Paving U 12 19000 12 Cleanup V 5 4000 5 TOTAL TIME TOTAL COST PERCENT COMPLETE VALUE TO DATE COST TO DATE COST OVERRUN TIME REMAINING...
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Case 5.4-2 - Footings F 15 4600 100 4600-4600 Columns G 4...

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