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1985-04-30
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9KB
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92 lines
CRITICAL PATH ANALYSIS FOR: P&L CONSTRUCTION PROJECT RUN DATE: APR 30 , 1985
TIME PERIOD = WORKING DAYS
ACTIVITY DESCRIPTION FROM TO EST. ACTUAL EARLY LAST EARLY LAST FLOAT C REPORT SUBCONTRACTOR
NODE NODE TIME TIME START START FINISH FINISH TIME P FINISH NAME
MOBILIZATION 10 20 2 1 SEP0283 SEP0283 SEP0583 SEP0583 0 * SEP0583
GRADE & CLEAR 20 30 5 3 SEP0583 SEP0583 SEP0883 SEP0883 0 * SEP0883
REBAR PIERS 30 40 5 3 SEP0883 SEP0883 SEP1383 SEP1383 0 * SEP1383
POUR PIERS 40 50 5 5 SEP1383 SEP1383 SEP2083 SEP2083 0 *
EXCAVATE FOUNDATIONS 50 60 8 8 SEP2083 SEP2083 SEP3083 SEP3083 0 *
REBAR FOUNDATIONS 60 70 5 5 SEP3083 SEP3083 OCT0783 OCT0783 0 *
ANCHOR BOLTS 70 80 2 2 OCT0783 OCT0783 OCT1183 OCT1183 0 *
POUR & CURE FOUNDATIONS 80 90 0 0 OCT1183 OCT1183 OCT1183 OCT1183 0 *
STRUCTURAL STEEL 90 100 0 0 OCT1183 NOV0183 OCT1183 NOV0183 15
STAIRCASES 90 110 25 25 OCT1183 OCT1183 NOV1583 NOV1583 0 *
DUMMY 100 110 10 10 OCT1183 NOV0183 OCT2583 NOV1583 15
WELD STRUCTURAL 100 120 20 20 OCT1183 JAN1384 NOV0883 FEB1084 68
METAL DECK WELD 100 130 25 25 OCT1183 JAN0684 NOV1583 FEB1084 63
DECK FILL CONCRETE 110 140 15 15 NOV1583 NOV1583 DEC0683 DEC0683 0 *
DUMMY 120 130 0 0 NOV0883 FEB1084 NOV0883 FEB1084 68
STAIR FILL 130 200 10 10 NOV1583 FEB1084 NOV2983 FEB2484 63
WALL FRAMING 140 220 20 20 DEC0683 DEC0683 JAN0384 JAN0384 0 *
DUMMY 140 150 0 0 DEC0683 DEC0683 DEC0683 DEC0683 0 *
P.M. FRAMES 140 220 2 2 DEC0683 DEC3083 DEC0883 JAN0384 18
SHEET METAL DUCTWORK 140 330 40 40 DEC0683 DEC2683 JAN3184 FEB2084 14
ELEC. RGH. IN 150 180 10 10 DEC0683 DEC0683 DEC2083 DEC2083 0 *
PLUMING RGH IN 150 170 5 5 DEC0683 DEC1583 DEC1383 DEC2283 7
FIRE PROOFING 150 160 5 5 DEC0683 JAN1384 DEC1383 JAN2084 28
PRECAST PANELS 160 190 20 20 DEC1383 JAN2084 JAN1084 FEB1784 28
PLUMB. TOP OUT 170 280 10 10 DEC1383 FEB0784 DEC2783 FEB2184 40
POUR S.O.G. 170 220 8 8 DEC1383 DEC2283 DEC2383 JAN0384 7
MAIN ELEC PANEL 180 220 10 10 DEC2083 DEC2083 JAN0384 JAN0384 0 *
ELEC. PULL WIRE & POWER 180 210 10 10 DEC2083 FEB0884 JAN0384 FEB2284 36
METAL SIDING 190 280 2 2 JAN1084 FEB1784 JAN1284 FEB2184 28
CURBS & SIDEWALKS 190 350 5 5 JAN1084 FEB2284 JAN1784 FEB2984 31
PAINT STAIRS 200 350 3 3 NOV2983 FEB2484 DEC0283 FEB2984 63
ELEC. FIXTURES/SWITCHES/PLUGS 210 350 5 5 JAN0384 FEB2284 JAN1084 FEB2984 36
INSULATION 220 230 2 2 JAN0384 JAN0384 JAN0584 JAN0584 0 *
DRYWALL 230 240 10 10 JAN0584 JAN0584 JAN1984 JAN1984 0 *
DUMMY 240 330 0 0 JAN1984 FEB2084 JAN1984 FEB2084 22
CERAMIC TILE 240 250 20 20 JAN1984 JAN1984 FEB1684 FEB1684 0 *
PAINT INTERIOR 240 260 10 10 JAN1984 FEB0184 FEB0284 FEB1584 9
TOILET FIXTURES 250 290 5 5 FEB1684 FEB1684 FEB2384 FEB2384 0 *
DUMMY 260 270 0 0 FEB0284 FEB1584 FEB0284 FEB1584 9
STAIN DOORS 270 300 5 5 FEB0284 FEB1584 FEB0984 FEB2284 9
ROOF HATCH 280 320 1 1 JAN1284 FEB2184 JAN1384 FEB2284 28
TOILET PARTITIONS 290 310 2 2 FEB2384 FEB2384 FEB2784 FEB2784 0 *
FINISH HARDWARE 300 350 5 5 FEB0984 FEB2284 FEB1684 FEB2984 9
TOILET ACCESSORIES 310 350 2 2 FEB2784 FEB2784 FEB2984 FEB2984 0 *
ACCESS LADDER 320 350 5 5 JAN1384 FEB2284 JAN2084 FEB2984 28
REGISTERS & GRILLS 330 340 5 5 JAN3184 FEB2084 FEB0784 FEB2784 14
BALANCE H.V.A.C. 340 350 2 2 FEB0784 FEB2784 FEB0984 FEB2984 14
FINAL CLEAN UP 350 360 2 2 FEB2984 FEB2984 MAR0284 MAR0284 0 *
THE CRITICAL PATH LENGTH IS 130
COMPLETE LIST OF CRITICAL PATH ACTIVITIES (THOSE ACTIVITIES DENOTED ABOVE BY *)
ACTIVITY DESCRIPTION FROM NODE TO NODE DURATION CUM.TIME
----------------------------------------------------------------------------
MOBILIZATION 10 20 1 1
GRADE & CLEAR 20 30 3 4
REBAR PIERS 30 40 3 7
POUR PIERS 40 50 5 12
EXCAVATE FOUNDATIONS 50 60 8 20
REBAR FOUNDATIONS 60 70 5 25
ANCHOR BOLTS 70 80 2 27
POUR & CURE FOUNDATIONS 80 90 0 27
STAIRCASES 90 110 25 52
DECK FILL CONCRETE 110 140 15 67
WALL FRAMING 140 220 20 87
INSULATION 220 230 2 89
DRYWALL 230 240 10 99
CERAMIC TILE 240 250 20 119
TOILET FIXTURES 250 290 5 124
TOILET PARTITIONS 290 310 2 126
TOILET ACCESSORIES 310 350 2 128
FINAL CLEAN UP 350 360 2 130
PATH ENDS AT NODE 360
CRITICAL PATH NUMBER 2 STARTING AT NODE 140
DUMMY 140 150 0 67
ELEC. RGH. IN 150 180 10 77
MAIN ELEC PANEL 180 220 10 87
PATH ENDS AT NODE 220 REJOINING PRIOR PATH
180 220 10 87