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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