Pm iit ppt duration
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Transcript of Pm iit ppt duration
ESTIMATION OF WP
DURATION
COL PAWAN PANDEY
DREAM HOUSE
APPROVED EXEC DRGS
SITE WK STRUCTURE E/M WK FINISHES CLOSER
STR DRGS DDA APPROVA
L
TEMP WATER & ELECT
CONNECTION
SOIL INVESTIG
ATION
ARCH DRGLINE PLAN
DREAM HOUSE
APPROVED EXEC DRGS
SITE WK STRUCTURE E/M WK FINISHES CLOSER
SITE CLEARANCE
SURVEY & LEVEL SHEET
TEMP SHED FOR BLDG MTRL & LABOUR
EXCAVATION
STORE ROOM
LABOUR ACCN
DUNNAGE FOR STEEL
BASEMENT
FDN UG WATER TANK
BULK EXCAVATION
HAND EXCAVAIION
ROCK EXCAVATIO
N
DREAM HOUSE
APPROVED EXEC DRGS
SITE WK
FRAME FLOOR &
SLABS
E/M WK FINISHES CLOSERSTRUCTURE
WALL
FDN BASEMENT WALL
COL &BEAMS
EXTERNAL WALLS
PARTITION WALLS
BASEMENT FLOOR
OTHER SLABS
STAIR CASE
RELATIVE IMPORTANCE OF CONSTRAINTS
1. TIME
2. SPECIFICATIONS
3. COST
1.3 STRUCTURE
1.3.1 FRAME
1.3.1.1 FDN
1.3.1.2 BASEMENT WALL
1.3.1.3 COL & BEAMS
WBS TABLE
WORK PKG:FOUNDATION
1.3 .1.1
FOUNDATION SOIL STRATA IS AS PER SOIL INVESTIGATION REPORT
DURATION RESOURCES
COST RAIN
HIGH WATER TABLE
ENCOUNTERED OLD SERVICE LINES
INCHARGE: SITE ENGINEER
FOUNDATIONDIGGING QTY T&P MANPOWER
SKILLED
SEMI SKILL
HELPER
WATER DRAINING
SETTING OUT FOR FOUNDATION
SAND CUSION
LEAN CONCRETE
PLACING OF REINFORCEMENT CAGE
SHUTTERING
CONCRETING
PLINTH BEAM SHUTTERING
PLACING OF REINFORCEMENT
CONCRETING
CURING
IS 7272 (PART I)
FOUNDATION
FOUNDATION
FOUNDATION
4 3 3 3 3 4
3
4
3
FOUNDATION
Item Unit QtyTotal man days
Unreinforced Conc Cum 7.6875 25.36875Mixer 0.538125
Reinforced Conc Cum 14.336 44.00999Mixer 1.003485
Form work Col Sq m 72.24 32.508Vibrator 1.54
Form work Beam Sq m 47.88 23.94
Reinforcement Qtl 16.773 33.54507
Total 160 Labours, 1.54 day Conc mixer and Vibrator
WORK PKG:FOUNDATION
1.3 .1.1
FOUNDATION SOIL STRATA IS AS PER SOIL INVESTIGATION REPORT
DURATION: 4 WEEKS 160 LABOURS8 DAY OF CONC MIXER 8 DAY OF VIBRATORS
COST: 5 LACS RAIN
HIGH WATER TABLE
ENCOUNTERED OLD SERVICE LINES
INCHARGE: SITE ENGINEER
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