Construction Labor Productivity Philippines [PDF]

Zitiervorschau

LABOR PRODUCTIVITY Description

Code MANUAL EXCAVATION LP1.1 LP1.2

Manual Excavation Manual Trimming

LP1.3 LP1.4 LP1.5

Canal Excavation Compaction using Plate Compactor Manual Backfill and Compaction REBAR WORKS

LP2.1.1

Rebar Fabrication Rebars Fabrication

1 Steelman

LP2.2.1 LP2.2.2 LP2.2.3 LP2.2.4 LP2.2.5 LP2.2.6

Rebar Installation Rebar Installation (on ground) Rebar Installation (on wall) Rebar Installation (on suspended slab) Rebar Installation (on column) Rebar Installation (on elevated beams) Rebar Installation

1 1 1 1 1 1

Steelman Steelman Steelman Steelman Steelman Steelman

MASONRY WORKS

LP3.1.1 LP3.1.2

Mortar Mixing Mortar Mixing - using bagger mixer Mortar Mixing - manual

4 Laborer 4 Laborer

LP3.2.1 LP3.2.2 LP3.2.3

CHB Laying CHB Laying (150mm (6") thick) CHB Laying (100mm (4") thick) Finishing of CHB/PC Concrete Joint

1 Mason 1 Mason 1 Mason

1 Laborer 1 Laborer 1 Laborer

LP3.3.1 LP3.3.2 LP3.3.3 LP3.3.4

Plastering & Mortar Works Plastering Corner Edging Scouring Floor Cement Finishing

1 1 1 1

1 1 1 1

LP3.3.5 LP3.3.6 LP3.3.7 LP3.3.8

Concrete Topping / Setting Mortar Rubbed Concrete Sleeve Mortar Grouting (Using Grout Pump)

LP3.4.1 LP3.4.2

Tile Works Floor tiles Wall tiles

Mason Mason Mason Mason

Laborer Laborer Laborer Laborer

1 Mason 1 Mason

1 Laborer 1 Laborer

1 Mason 1 Mason

1 Laborer 1 Laborer

LABOR PRODUCTIVITY Description

Code LP3.4.3

Tile capping

1 Mason

1 Laborer

LP3.5.1

Brick Works Red bricks

1 Mason

1 Laborer

LP3.6.1

Marble Works Marble slab

1 Mason

1 Laborer

LP3.6.2

Marble wall

1 Mason

1 Laborer

LP3.7.1

Peeble Wash-out Peeble Wash-out (Floor)

1 Mason

1 Laborer

LP3.7.2 LP3.7.2

Peeble Wash-out (Wall) Peeble Wash-out (Stair)

1 Mason 1 Mason

1 Laborer 1 Laborer

LP3.8.1 LP3.8.2 LP3.8.3 LP3.8.4 LP3.8.5 LP3.8.6 LP3.8.7

Stone Masonry Placing Escombro Riprap Riprap Grouted Riprap Stone Masonry Gabions - Setting of Mesh Basket Gabions - Filling of Stones Gabions - Fixing Internal Ties

1 1 1 1 1 1 1

4 4 4 4 4 4

Painting Works Interior Wall (Masonry)

1 Painter

1 Helper

1 1 1 1

1 1 1 1

Exterior Wall (Masonry) Interior Wall (Drywall) Ceiling Plywood (3mts High) Ceiling Sofit (3mts high) Ceiling Plywood (5mts High) Ceiling Sofit (5mts high)

LP3.9.1 LP3.9.2

Finishing Masonry Paper Holder Installation Soap Holder Installation MISCELLANEOUS SITE WORKS

LP4.1 LP4.2 LP4.3 LP4.4 LP4.5

Waterstop Installation Polyethelene Laying Joint Filler Installation Sandbagging Manual Hauling of Stones (Up to 30m)

Laborer Mason Mason Mason Mason Mason Mason

Painter Painter Painter Painter

1 Painter

1 Mason 1 Mason

Laborer Laborer Laborer Laborer Laborer Laborer

Helper Helper Helper Helper

1 Helper

LABOR PRODUCTIVITY Description

Code CONCRETE WORKS

LP5.1.1 LP5.1.2

Concrete Pouring Concreting (Substructures, Footings & Grade Slab) Concreting (Floor Beams)

1 Mason 1 Mason

1 Laborer 1 Laborer

LP5.1.3 LP5.1.4 LP5.1.5 LP5.1.6 LP5.1.7 LP5.1.8

Concreting (Roof Beams) Concreting (Suspended Slab) Concreting (Roof Slab) Concreting (Walls & Stair) Concreting (Column) Concreting

1 1 1 1 1 1

Mason Mason Mason Mason Mason Mason

1 1 1 1 1 1

Laborer Laborer Laborer Laborer Laborer Laborer

LP5.2.1

Concrete Curing Concrete Curing

LP5.3.1

Concrete Chipping / Hacking Concrete Chipping (Manual)

LP5.3.2

Concrete Chipping (w/ Chipper) PIPE LAYING WORKS

LP6.1.1 LP6.1.2 LP6.1.3 LP6.1.4 LP6.1.5 LP6.1.6 LP6.1.7 LP6.1.8 LP6.1.9 LP6.1.10 LP6.1.11 LP6.1.12 LP6.1.13

RCP Installation RCP Installation 8" dia. RCP Installation 10" dia. RCP Installation 12" dia. RCP Installation 15" dia. RCP Installation 18" dia. RCP Installation 24" dia. RCP Installation 30" dia. RCP Installation 36" dia. RCP Installation 42" dia. RCP Installation 48" dia. RCP Installation 54" dia. RCP Installation 60" dia. RCP Installation 72" dia.

1 1 1 1 1 1 1 1 1 1 1 1 1

Mason Mason Mason Mason Mason Mason Mason Mason Mason Mason Mason Mason Mason

2 2 2 3 3 3 4 4 4 5 5 5 6

Laborer Laborer Laborer Laborer Laborer Laborer Laborer Laborer Laborer Laborer Laborer Laborer Laborer

LP6.2.1 LP6.2.2 LP6.2.3 LP6.2.4 LP6.2.5 LP6.2.6 LP6.2.7 LP6.2.8 LP6.2.9

RCP Collaring RCP collaring 8" dia. RCP collaring 10" dia. RCP collaring 12" dia. RCP collaring 15" dia. RCP collaring 18" dia. RCP collaring 24" dia. RCP collaring 30" dia. RCP collaring 36" dia. RCP collaring 42" dia.

1 1 1 1 1 1 1 1 1

Mason Mason Mason Mason Mason Mason Mason Mason Mason

1 1 2 2 2 2 2 2 2

Laborer Laborer Laborer Laborer Laborer Laborer Laborer Laborer Laborer

LABOR PRODUCTIVITY Description

Code LP6.2.10 LP6.2.11 LP6.2.12 LP6.2.13

RCP collaring 48" dia. RCP collaring 54" dia. RCP collaring 60" dia. RCP collaring 72" dia.

1 1 1 1

Mason Mason Mason Mason

FORM WORKS

LP7.1.1

Batterboard Installation Batterboard Installation

2 - Carpenter

LP7.2.1

Forms Fabrication Forms Fabrication

2 - Carpenter

LP7.3.1 LP7.3.2

Forms Installation Forms Installation - Slab on Ground Forms Installation - Wall/Beam on ground

2 - Carpenter 2 - Carpenter

LP7.3.3 LP7.3.4 LP7.3.5

Forms Installation - Wall/Beam above 10' Forms Installation - Beams Forms Installation - Columns

2 - Carpenter 2 - Carpenter 2 - Carpenter

LP7.3.6 LP7.3.7 LP7.3.8 LP7.3.9 LP7.3.10

Forms Installation - Suspended Slab up to 18' Forms Installation - Suspended Slab 19' to 36' Forms Installation - Suspended Slab 36" up Forms Installation - Stairs Forms Installation

2 2 2 2 2

LP7.4.1 LP7.4.2 LP7.4.3

Forms Stripping Forms Stripping - Slab / Wall on Ground Forms Stripping - Wall / Beam above 10' Forms Stripping - Beams

2 - Carpenter 2 - Carpenter 2 - Carpenter

LP7.4.4 LP7.4.5 LP7.4.6 LP7.4.7

Forms Stripping - Columns Forms Stripping - Suspended slab up to 18' Forms Stripping - Suspended slab 19' to 36' Forms Stripping - Suspended slab 36' up

2 2 2 2

LP7.4.8 LP7.4.9

Forms Stripping - Stairs Forms Stripping

2 - Carpenter 2 - Carpenter

- Carpenter - Carpenter - Carpenter - Carpenter - Carpenter

- Carpenter - Carpenter - Carpenter - Carpenter

MISCELLANEOUS CARPENTRY

LP8.1.1 LP8.1.2 LP8.1.3

Wall & Partition Works Plywood Partition Partition Frame Work Partition Plywood Board Ceiling Works

2 - Carpenter 2 - Carpenter 2 - Carpenter

2 2 2 2

Laborer Laborer Laborer Laborer

LABOR PRODUCTIVITY Description

Code LP8.2.1 LP8.2.2 LP8.2.3

Ceiling Joist Ceiling plywood board Installation & alignment of Wooden Cornice

2 - Carpenter 2 - Carpenter 1 - Carpenter

LP8.3.1 LP8.3.2 LP8.3.3

Flooring Works Floor framing T & G Flooring Installation & alignment of Wooden Baseboard

2 - Carpenter 2 - Carpenter 1 - Carpenter

LP8.4.1 LP8.4.2 LP8.4.3 LP8.4.4

Truss & Roofing Works Truss Fabrication Truss Installation Purlins Installation Facia Board Installation

2 4 2 2

- Carpenter - Carpenter - Carpenter - Carpenter

LP8.5.1 LP8.5.2 LP8.5.3 LP8.5.4 LP8.5.5 LP8.5.6 LP8.5.7

Door Works Jamb Installation Fabrication of Wooden Flush Door Wooden Flush Door Installation Wooden panel Door Installation Lockset Installation for Wooden Door Closer Installation for Wooden Door Stopper Installation for Wooden Door

1 1 1 1 1 1 1

- Carpenter - Carpenter - Carpenter - Carpenter - Carpenter - Carpenter - Carpenter

LP8.6.1 LP8.6.2 LP8.6.3 LP8.6.4 LP8.6.5 LP8.6.6

Cabinet Works Fabrication of plywood cabinet Fabrication & installation of plywood capping Installation of cabinet door hinges Installation of cabinet door piano hinges Installation of cabinet handle Installation of cabinet door catches

1 1 1 1 1 1

- Carpenter - Carpenter - Carpenter - Carpenter - Carpenter - Carpenter

LP8.7.1

Railings Installation of wooden hand railings

1 - Carpenter

LP8.8.1 LP8.8.2

Rough Carpentry Planing of rough lumber (No alignment) Planing of rough lumber (including alignment)

1 - Carpenter 1 - Carpenter

MISCELLANEOUS PAVEMENT WORKS LP9.1 LP9.2 LP9.3 LP9.4

Asphalt Pavement Cutting Concrete Pavement Cutting Asphalt Joint Sealant Application (w6xd50) Broom Finishing

LP9.5

Asphalt Joint Filler Application

LABOR PRODUCTIVITY Description

Code STEEL WELDING & CUTTING

LP10.1.1 LP10.1.2 LP10.1.3 LP10.1.4 LP10.1.5 LP10.1.6 LP10.1.7

Welding Welding t=18 Welding t=16 Welding t=14 Welding t=12 Welding t=10. Welding t=8 Welding t=6

LP10.2.1 LP10.2.2 LP10.2.3 LP10.2.4 LP10.2.5 LP10.2.6 LP10.2.7

Cutting Cutting t=18 Cutting t=16 Cutting t=14 Cutting t=12 Cutting t=10 Cutting t=8 Cutting t=6 PILING WORKS

LP11.1 LP11.2 LP11.3

Sheet Pile Cutting PC Pile Cutting Bored Pile Hacking/Cutting PIPE FITTING WORKS

LP12.1 LP12.2 LP12.3 LP12.4 LP12.5 LP12.6 LP12.7 LP12.8

Pipe Fitting 300mm Pipe Fitting 400mm Pipe Fitting 500mm Pipe Fitting 600mm Pipe Fitting 800mm Pipe Fitting 900mm Pipe Fitting 1050mm Pipe Fitting 1200mm MISCELLANEOUS METALS WORKS

LP13.1

Ladder Rung Installation SCAFFOLDING WORKS

LP14.1 LP14.2 LP14.3 LP14.4

Set/Dismantle of Scaffoldings (1-3 Layers) Set/Dismantle of Scaffoldings (4-6 Layers) Set/Dismantle of Scaffoldings (7-9 Layers) Set/Dismantle of Scaffoldings (10-15 Layers)

LABOR PRODUCTIVITY Description

Code MISCELLANEOUS RAIL WORKS LP15.1

Sleepers Installation MATERIALS HANDLING

LP16.1 LP16.2 LP16.3

0 0 0

Loading / Unloading Cement Loading / Unloading Formworks Loading / Unloading Rebar

per Day

Productivity

per Hour

Manhour Capacity

1.60 6.00

m3/day m3/day

0.20 0.75

m3/hr m3/hr

5.000 1.333

mhr/m3 mhr/m3

7.00 8.00 6.00

m3/day m3/day m3/day

0.88 1.00 0.50

m3/hr m3/hr m3/hr

1.143 1.000 2.000

mhr/m3 mhr/m3 mhr/m3

350.00

kgs/day

43.75

kgs/hr

0.023

mhr/kgs

300.00 250.00 280.00 250.00 250.00 266.00

kgs/day kgs/day kgs/day kgs/day kgs/day kgs/day

37.50 31.25 35.00 31.25 31.25 33.25

kgs/hr kgs/hr kgs/hr kgs/hr kgs/hr kgs/hr

0.027 0.032 0.029 0.032 0.032 0.030

mhr/kgs mhr/kgs mhr/kgs mhr/kgs mhr/kgs mhr/kgs

4.40 3.25

m3/day m3/day

0.55 0.41

m3/hr m3/hr

1.818 2.462

mhr/m3 mhr/m3

12.00 15.00

pcs/hr pcs/hr

0.96 1.20 3.00

m2/hr m2/hr m2/hr

1.042 0.833 0.333

mhr/m2 mhr/m2 mhr/m2

1.10 1.30 1.50 4.00

0.909 0.769 0.667 0.250

1.00 6.00 0.48 1.50

m2/hr lm/hr lm/hr m2/hr m2/hr m2/hr lm/hr m3/hr

1.000 0.167 2.083 0.667

mhr/m2 mhr/lm mhr/lm mhr/m2 mhr/m2 mhr/m2 mhr/lm mhr/cu.m.

0.46 0.38

m2/hr m2/hr

2.174 2.632

mhr/m2 mhr/m2

per Day

Productivity

Manhour Capacity

per Hour 4.00

lm/hr

0.250

mhr/lm

0.40

m2/hr

2.500

mhr/m2

0.50

2.000

0.40

m2/hr m2/hr

2.500

mhr/m2 mhr/m2

5.25

sq.m./day

0.66

m2/hr

1.524

mhr/m2

4.50 3.75

sq.m./day sq.m./day

0.56 0.47

m2/hr m2/hr

1.778 2.133

mhr/m2 mhr/m2

0.27 0.60 0.45 0.35 15.00 0.50 5.00

cu.m./hr cu.m./hr cu.m./hr cu.m./hr pc(s)/hr cu.m./hr kgs/hr

0.27 0.60 0.45 0.35 15.00 0.50 5.00

m3/hr

3.750 1.667 2.222 2.857 0.067 2.000 0.200

mhr/cu.m. mhr/cu.m. mhr/cu.m. mhr/cu.m. mhr/pc mhr/cu.m. mhr/kgs

10.00

sq.m./day

1.25

0.800

8.00 10.00 10.00 10.00 8.00 8.00

sq.m./day sq.m./day sq.m./day sq.m./day sq.m./day sq.m./day

1.00 1.25 1.25 1.25 1.00 1.25

mhr/m2 mhr/m2 mhr/m2 mhr/m2

1.00 1.00

set/day set/day

1.00 1.00

15.00 240.00 5.76 3.24 0.66

m /hr m3/hr m3/hr pc(s)/hr m3/hr kgs/hr 3

m2/hr m2/hr m2/hr m2/hr m2/hr m2/hr m2/hr

1.000 0.800 0.800 0.800 1.000 0.800

set(s)/hr set(s)/hr

1.000 1.000

lm/hr m2/hr m2/hr m2/hr m3/hr

mhr/m2 mhr/m2 mhr/m2

mhr/pc mhr/pc

per Day

Productivity

per Hour

Manhour Capacity

6.00 5.00

m3/day m3/day

0.75 0.63

m3/hr m3/hr

1.333 1.600

mhr/m3 mhr/m3

4.50 4.50 4.50 3.50 4.00 4.57

m3/day m3/day m3/day m3/day m3/day m3/day

0.56 0.56 0.56 0.44 0.50 0.57

m3/hr m3/hr m3/hr m3/hr m3/hr m3/hr

1.778 1.778 1.778 2.286 2.000 1.750

mhr/m3 mhr/m3 mhr/m3 mhr/m3 mhr/m3 mhr/m3

1.50

m3/hr

0.667

mhr/m3

0.03

m3/hr

40.000

mhr/m3

0.10

m3/hr

10.000

mhr/m3

26.00 24.00 22.00 20.00 18.00 16.00 14.00 12.00 10.00 8.00 6.00 4.00 2.00

pc(s)/day pc(s)/day pc(s)/day pc(s)/day pc(s)/day pc(s)/day pc(s)/day pc(s)/day pc(s)/day pc(s)/day pc(s)/day pc(s)/day pc(s)/day

3.25 3.00 2.75 2.50 2.25 2.00 1.75 1.50 1.25 1.00 0.75 0.50 0.25

pc(s)/hr pc(s)/hr pc(s)/hr pc(s)/hr pc(s)/hr pc(s)/hr pc(s)/hr pc(s)/hr pc(s)/hr pc(s)/hr pc(s)/hr pc(s)/hr pc(s)/hr

0.308 0.333 0.364 0.400 0.444 0.500 0.571 0.667 0.800 1.000 1.333 2.000 4.000

mhr/pc mhr/pc mhr/pc mhr/pc mhr/pc mhr/pc mhr/pc mhr/pc mhr/pc mhr/pc mhr/pc mhr/pc mhr/pc

25.00 23.00 21.00 19.00 17.00 15.00 13.00 11.00 9.00

pc(s)/day pc(s)/day pc(s)/day pc(s)/day pc(s)/day pc(s)/day pc(s)/day pc(s)/day pc(s)/day

3.13 2.88 2.63 2.38 2.13 1.88 1.63 1.38 1.13

pc(s)/hr pc(s)/hr pc(s)/hr pc(s)/hr pc(s)/hr pc(s)/hr pc(s)/hr pc(s)/hr pc(s)/hr

0.320 0.348 0.381 0.421 0.471 0.533 0.615 0.727 0.889

mhr/pc mhr/pc mhr/pc mhr/pc mhr/pc mhr/pc mhr/pc mhr/pc mhr/pc

per Day 7.00 5.00 3.00 1.00

Productivity

pc(s)/day pc(s)/day pc(s)/day pc(s)/day

per Hour

Manhour Capacity

0.88 0.63 0.38 0.13

pc(s)/hr pc(s)/hr pc(s)/hr pc(s)/hr

1.143 1.600 2.667 8.000

mhr/pc mhr/pc mhr/pc mhr/pc

32.00

bdft/hr

0.031

mhr/bdft

1.50

m2/hr

0.667

mhr/m2

1.50 1.00

m2/hr m2/hr

0.667 1.000

mhr/m2 mhr/m2

0.85 0.65 0.85

m2/hr m2/hr m2/hr m2/hr m2/hr m2/hr

1.176 1.538 1.176

mhr/m2 mhr/m2 mhr/m2 mhr/m2 mhr/m2 mhr/m2

1.35 1.30 1.25 0.75 1.06

m2/hr m2/hr

0.741 0.769 0.800 1.333 0.947

8.00 1.55 1.95

m2/hr m2/hr m2/hr

0.125 0.645 0.513

mhr/m2 mhr/m2 mhr/m2

2.35 1.75 1.50 1.35

0.426 0.571 0.667 0.741

1.85 2.54

m2/hr m2/hr m2/hr m2/hr m2/hr m2/hr

0.541 0.394

mhr/m2 mhr/m2 mhr/m2 mhr/m2 mhr/m2 mhr/m2

0.99 7.50 1.98

m2/hr bdft/hr m2/hr

1.009 0.133 0.504

mhr/m2 mhr/bdft mhr/m2

mhr/m2 mhr/m2

per Day

Productivity

Manhour Capacity

per Hour 5.87 1.49 2.00

bdft/hr m2/hr lm/hr

0.170 0.672 0.500

mhr/bdft mhr/m2 mhr/lm

4.13 14.00 2.50

bdft/hr bdft/hr lm/hr

0.242 0.071 0.400

mhr/bdft mhr/bdft mhr/l.m.

5.75 5.00 2.29 4.38

bdft/hr bdft/hr lm/hr bdft/hr

0.174 0.200 0.437 0.228

mhr/bdft mhr/bdft mhr/lm mhr/bd.ft.

5.33 0.25 0.33 0.25 0.50 0.50 1.00

bdft/hr pc(s)/hr pc(s)/hr pc(s)/hr pc(s)/hr pc(s)/hr pc(s)/hr

0.188 4.000 3.000 4.000 2.000 2.000 1.000

mhr/bdft mhr/pc mhr/pc mhr/pc mhr/pc mhr/pc mhr/pc

0.50 2.50 2.00 1.50 3.00 3.00

m2/hr lm/hr pc(s)/hr lm/hr pc(s)/hr pc(s)/hr

2.000 0.400 0.500 0.667 0.333 0.333

mhr/m2 mhr/lm mhr/pc mhr/lm mhr/pc. mhr/pc.

1.00

lm/hr

1.000

mhr/lm

120.00 48.00

bdft/hr bdft/hr

0.008 0.021

mhr/bdft mhr/bdft

20.00 10.00 20.00 20.00

lm/hr lm/hr lm/hr m2/hr

0.050 0.100 0.050 0.050

mhr/lm mhr/lm mhr/lm mhr/m2

0.01

m3/hr

166.667

mhr/m3

per Day

Productivity

Manhour Capacity

per Hour

0.20 0.24 0.31 0.36 0.54 0.72 1.09

lm/hr lm/hr lm/hr lm/hr lm/hr lm/hr lm/hr

5.059 4.139 3.219 2.759 1.840 1.380 0.920

mhr/lm mhr/lm mhr/lm mhr/lm mhr/lm mhr/lm mhr/lm

1.14 1.29 1.47 1.71 2.06 2.57 3.43

lm/hr lm/hr lm/hr lm/hr lm/hr lm/hr lm/hr

0.875 0.778 0.681 0.583 0.486 0.389 0.292

mhr/lm mhr/lm mhr/lm mhr/lm mhr/lm mhr/lm mhr/lm

20.00 2.00 0.75

pc(s)/hr pc(s)/hr pc(s)/hr

0.050 0.500 1.333

mhr/pc mhr/pc mhr/pc

0.50 0.45 0.40 0.35 0.30 0.25 0.20 0.15

joint/hr joint/hr joint/hr joint/hr joint/hr joint/hr joint/hr joint/hr

2.000 2.222 2.500 2.857 3.333 4.000 5.000 6.667

mhr/joint mhr/joint mhr/joint mhr/joint mhr/joint mhr/joint mhr/joint mhr/joint

10.00

pc(s)/hr

0.100

mhr/pc

4.00 3.00 2.00 1.00

set(s)/hr set(s)/hr set(s)/hr set(s)/hr

0.250 0.333 0.500 1.000

mhr/set mhr/set mhr/set mhr/set

per Day

Productivity

per Hour

0.10

28.85 114.60 6,486.49

Manhour Capacity

m3/hr

10.000

mhr/m3

bag(s)/hr m2/hr kgs.hr

0.035 0.009 0.000

mhr/bag mhr/m2 mhr/kg

PRODUCTIVITY CALCULATIONS

WELDING & CUTTING WORKS WELDING WORKS

Welding

6 mm

Weld Plate Thickness Weld Thickness Area of Weld Volume for 1m Length

6 6.9 48.17 48,170.97

mm mm sq mm cu mm

Welding Rod Rod Diameter Area of Weld Volume per Rod No. of Rods / 1m Weld Weight per Rod Weight per 1m Weld

6 28.27 5,089.38 9.46 0.05549 0.53

mm sq mm cu mm pcs. kgs kgs

Volume per 1m Pass Number of Passes Number of Rods/Pass

28,274.33 cu mm 2.00 passes 5.56 rods

Labor Productivity - per Rod Draw, Clip & Position Rod Use up 1 Rod Grind/Brush/Clean Weld Rest (4 mins/4 Rods) Total Total Time per 1m Pass Total Time for 2 Passes Productivity Welding

10 240 30 18 298

secs secs secs secs secs

1,655.56 0.46 0.92 1.09

secs hrs hrs lm/hr

8 mm

Weld Plate Thickness Weld Thickness Area of Weld Volume for 1m Length

8 9.2 76.44 76,437.28

mm mm sq mm cu mm

Welding Rod Rod Diameter Area of Weld Volume per Rod No. of Rods / 1m Weld

6 28.27 5,089.38 15.02

mm sq mm cu mm pcs.

Less Grind

Weight per Rod Weight per 1m Weld Volume per 1m Pass Number of Passes Number of Rods/Pass

0.05549 kgs 0.83 kgs 28,274.33 cu mm 3.00 passes 5.56 rods

Labor Productivity - per Rod Draw, Clip & Position Rod Use up 1 Rod Grind/Brush/Clean Weld Rest (4 mins/4 Rods) Total Total Time per 1m Pass Total Time for 3 Passes Productivity Welding

10 240 30 18 298

secs secs secs secs secs

1,655.56 0.46 1.38 0.72

secs hrs hrs lm/hr

10 mm

Weld Plate Thickness Weld Thickness Area of Weld Volume for 1m Length

10 11.5 110.81 110,808.25

mm mm sq mm cu mm

Welding Rod Rod Diameter Area of Weld Volume per Rod No. of Rods / 1m Weld Weight per Rod Weight per 1m Weld

6 28.27 5,089.38 21.77 0.05549 1.21

mm sq mm cu mm pcs. kgs kgs

Volume per 1m Pass Number of Passes Number of Rods/Pass

Less Grind

28,274.33 cu mm 4.00 passes 5.56 rods

Labor Productivity - per Rod Draw, Clip & Position Rod Use up 1 Rod Grind/Brush/Clean Weld Rest (4 mins/4 Rods) Total Total Time per 1m Pass Total Time for 4 Passes

10 240 30 18 298

secs secs secs secs secs

1,655.56 secs 0.46 hrs 1.84 hrs

Less Grind

Productivity Welding

0.54 lm/hr 12 mm

Weld Plate Thickness Weld Thickness Area of Weld Volume for 1m Length

12 13.8 151.28 151,283.88

mm mm sq mm cu mm

Welding Rod Rod Diameter Area of Weld Volume per Rod No. of Rods / 1m Weld Weight per Rod Weight per 1m Weld

6 28.27 5,089.38 29.73 0.05549 1.65

mm sq mm cu mm pcs. kgs kgs

Volume per 1m Pass Number of Passes Number of Rods/Pass

28,274.33 cu mm 6.00 passes 5.56 rods

Labor Productivity - per Rod Draw, Clip & Position Rod Use up 1 Rod Grind/Brush/Clean Weld Rest (4 mins/4 Rods) Total Total Time per 1m Pass Total Time for 6 Passes Productivity Welding

10 240 30 18 298

secs secs secs secs secs

1,655.56 0.46 2.76 0.36

secs hrs hrs lm/hr

14 mm

Weld Plate Thickness Weld Thickness Area of Weld Volume for 1m Length

14 16.1 197.86 197,864.17

mm mm sq mm cu mm

Welding Rod Rod Diameter Area of Weld Volume per Rod No. of Rods / 1m Weld Weight per Rod Weight per 1m Weld

6 28.27 5,089.38 38.88 0.05549 2.16

mm sq mm cu mm pcs. kgs kgs

Volume per 1m Pass

28,274.33 cu mm

Less Grind

Number of Passes Number of Rods/Pass

7.00 passes 5.56 rods

Labor Productivity - per Rod Draw, Clip & Position Rod Use up 1 Rod Grind/Brush/Clean Weld Rest (4 mins/4 Rods) Total Total Time per 1m Pass Total Time for 7 Passes Productivity Welding

10 240 30 18 298

secs secs secs secs secs

1,655.56 0.46 3.22 0.31

secs hrs hrs lm/hr

16 mm

Weld Plate Thickness Weld Thickness Area of Weld Volume for 1m Length

16 18.4 250.55 250,549.12

mm mm sq mm cu mm

Welding Rod Rod Diameter Area of Weld Volume per Rod No. of Rods / 1m Weld Weight per Rod Weight per 1m Weld

6 28.27 5,089.38 49.23 0.05549 2.73

mm sq mm cu mm pcs. kgs kgs

Volume per 1m Pass Number of Passes Number of Rods/Pass

Less Grind

28,274.33 cu mm 9.00 passes 5.56 rods

Labor Productivity - per Rod Draw, Clip & Position Rod Use up 1 Rod Grind/Brush/Clean Weld Rest (4 mins/4 Rods) Total Total Time per 1m Pass Total Time for 9 Passes Productivity Welding

Weld

10 240 30 18 298

secs secs secs secs secs

1,655.56 0.46 4.14 0.24

secs hrs hrs lm/hr

18 mm

Less Grind

Plate Thickness Weld Thickness Area of Weld Volume for 1m Length

18 20.7 309.34 309,338.73

mm mm sq mm cu mm

Welding Rod Rod Diameter Area of Weld Volume per Rod No. of Rods / 1m Weld Weight per Rod Weight per 1m Weld

6 28.27 5,089.38 60.78 0.05549 3.37

mm sq mm cu mm pcs. kgs kgs

Volume per 1m Pass Number of Passes Number of Rods/Pass

28,274.33 cu mm 11.00 passes 5.56 rods

Labor Productivity - per Rod Draw, Clip & Position Rod Use up 1 Rod Grind/Brush/Clean Weld Rest (4 mins/4 Rods) Total Total Time per 1m Pass Total Time for 11 Passes Productivity

10 240 30 18 298

secs secs secs secs secs

1,655.56 0.46 5.06 0.20

secs hrs hrs lm/hr

CUTTING WORKS

Cutting

Plate Thickness

6 mm 6 mm

Labor Productivity - per 6mm thick x 1000mm Length Preparation Cutting Grinding Total Total Time per 100mm

Cutting

Productivity Plate Thickness

15 30 60 105

secs secs secs secs

105.00 0.03 3.43 8 8

secs hrs lm/hr mm mm

Labor Productivity - per 8mm thick x 1000mm Length

Less Grind

Preparation Cutting Grinding Total Total Time per 100mm

Cutting

Productivity Plate Thickness

15 30 60 105

secs secs secs secs

105.00 0.03 2.57 10 10

secs hrs lm/hr mm mm

Labor Productivity - per 6mm thick x 1000mm Length Preparation Cutting Grinding Total Total Time per 100mm

Cutting

Productivity Plate Thickness

15 30 60 105

secs secs secs secs

105.00 0.03 2.06 12 12

secs hrs lm/hr mm mm

Labor Productivity - per 8mm thick x 1000mm Length Preparation Cutting Grinding Total Total Time per 100mm

Cutting

Productivity Plate Thickness

15 30 60 105

secs secs secs secs

105.00 0.03 1.71 14 14

secs hrs lm/hr mm mm

Labor Productivity - per 6mm thick x 1000mm Length Preparation Cutting Grinding Total Total Time per 100mm

Cutting

Productivity Plate Thickness

15 30 60 105

secs secs secs secs

105.00 0.03 1.47 16 16

secs hrs lm/hr mm mm

Labor Productivity - per 8mm thick x 1000mm Length Preparation Cutting Grinding Total Total Time per 100mm

Cutting

Productivity Plate Thickness

15 30 60 105

secs secs secs secs

105.00 0.03 1.29 18 18

secs hrs lm/hr mm mm

Labor Productivity - per 6mm thick x 1000mm Length Preparation Cutting Grinding Total Total Time per 100mm Productivity

15 30 60 105

secs secs secs secs

105.00 secs 0.03 hrs 1.14 lm/hr

t 60

o

3mm

PRODUCTIVITY CALCULATIONS

CEMENT (IN BAGS) LOADING / UNLOADING CEMENT (IN BAGS) LOADING / UNLOADING Load Assumptions Parameter Weight per Bag Total Number of Bags

Quantity 40.00 375.00

Labor Crew Assumptions Description Labor - Hauler Labor - Loader Labor - Arranger Total

Quantity

Equipment Specifications Parameter Load Capacity (Weight) Load Capacity (Bags)

5.00 2.00 1.00 8.00

Remarks

Rate

Time Required hrs

Total

Temporary Works

Unit persons persons persons persons

Unit kgs. bags

Temporary Works Labor - Loader Set-Up Ramp Labor - Loader Remove Ramp Labor - Hauler Waiting Labor - Arranger Waiting

Loading/Unloading Labor - Hauler Load Bag Haul Bag to Truck Return to Stockpile Labor - Loader @ Stockpile Loading Labor - Arranger @ Truck Arranging

Remarks

Cargo Truck Quantity 15,000.00 375.00

Time-Motion Table Activity

Unit kgs. bags

###

Remarks

Time Required minutes

0.08

5.00

0.08

5.00

0.17

10.00

0.17

10.00

0.50

30.00

0.00 0.01 0.01

0.17 0.75 0.75

0.01

0.33

0.01 0.04

0.33 2.33

5.00 bags/cycle

Total

128.57 bags/hr

0.50

Loading/Unloading Cycle Total Productivity

128.57 bags/hr

2.92 3.42 109.76 bags/hr

Time Required seconds

Number of Worker

Total Manhours

300.00

2.00

0.1667

300.00

2.00

0.1667

600.00

5.00

0.8333

600.00

1.00

0.1667

1.3333

10.00 45.00 45.00

5.00 5.00 5.00

0.0139 0.0625 0.0625

20.00

2.00

0.0111

20.00

1.00

0.0056 0.1556 1.3333

32.14 bags/mhr

11.6667 13.0000

28.85 bags/mhr

PRODUCTIVITY CALCULATIONS

FORMWORKS LOADING / UNLOADING FORMWORKS LOADING / UNLOADING Load Assumptions Parameter No. of Plywood No. of Timber No. of Scaffolds Total Equivalent Form Area

Quantity 40.00 200.00 80.00 115.20

Labor Crew Assumptions Description Labor - Hauler Labor - Loader Labor - Arranger Total

Quantity

Equipment Specifications Parameter Load Capacity (Weight) Load Capacity (Area)

4.00 2.00 2.00 8.00

Unit persons persons persons persons

Remarks

Unit kgs m2

Rate

Time Required hrs

Temporary Works Labor - Loader Set-Up Ramp Labor - Loader Remove Ramp Labor - Hauler Waiting Labor - Arranger Waiting

Total Loading/Unloading - Plywood Labor - Hauler Load Plywood Haul Plywood to Truck Return to Stockpile Labor - Loader @ Stockpile Loading Labor - Arranger @ Truck Arranging

Remarks

Cargo Truck Quantity 4,940.00 115.20

Time-Motion Table Activity

Unit pcs pcs pcs m2

###

Remarks

Time Required minutes

0.08

5.00

0.08

5.00

0.17

10.00

0.17

10.00

0.50

30.00

0.00 0.01 0.01

0.17 0.83 0.75

0.01

0.44

0.01 0.04

0.44 2.63

16.00 pcs/cycle

Total

365.71 pcs/hr

Loading/Unloading - Timber Labor - Hauler Load Plywood Haul Plywood to Truck Return to Stockpile Labor - Loader @ Stockpile Loading Labor - Arranger @ Truck Arranging

40.00 pcs/cycle

Total

1066.67 pcs/hr

Loading/Unloading - Scaffolds Labor - Hauler Load Plywood Haul Plywood to Truck Return to Stockpile Labor - Loader @ Stockpile Loading Labor - Arranger @ Truck Arranging Total

16.00 pcs/cycle

384.00 pcs/hr

Temporary Works Loading/Unloading Cycle Plywood Timber Scaffolds Total Productivity

0.00 0.01 0.01

0.17 0.58 0.75

0.01

0.38

0.01 0.04

0.38 2.25

0.00 0.01 0.01

0.17 0.75 0.75

0.01

0.42

0.01 0.04

0.42 2.50

0.50

365.71 pcs/hr 1066.67 pcs/hr 384.00 pcs/hr

0.11 0.19 0.21 1.01 114.60 m2/hr

See Equipment Productivity Formworks Loading & Unloading

Time Required seconds

Number of Worker

Total Manhours

300.00

2.00

0.1667

300.00

2.00

0.1667

600.00

4.00

0.6667

600.00

2.00

0.3333

1.3333

10.00 50.00 45.00

4.00 4.00 4.00

0.0111 0.0556 0.0500

26.25

2.00

0.0146

26.25

2.00

0.0146 0.1458

10.00 35.00 45.00

4.00 4.00 4.00

0.0111 0.0389 0.0500

22.50

2.00

0.0125

22.50

2.00

0.0125 0.1250

10.00 45.00 45.00

4.00 4.00 4.00

0.0111 0.0500 0.0500

25.00

2.00

0.0139

25.00

2.00

0.0139 0.1389

1.3333

109.71 pcs/mhr 320.00 pcs/mhr 115.20 pcs/mhr

0.3646 0.6250 0.6944 3.0174

38.18 m2/mhr

PRODUCTIVITY CALCULATIONS

REBAR LOADING / UNLOADING REBAR LOADING / UNLOADING Load Assumptions Parameter Weight per Load Bundle Total Number of Loads Total Weight

Quantity 200.00 50.00 10,000.00

Labor Crew Assumptions Description Labor - Hauler Labor - Loader Labor - Arranger Total

Quantity

Equipment Specifications Parameter Load Capacity (Weight) Total Load

4.00 2.00 1.00 7.00

Unit persons persons persons persons

Remarks

Unit kgs. kgs.

Rate

Time Required hrs

Temporary Works Labor - Loader Set-Up Ramp Labor - Loader Remove Ramp Labor - Hauler Waiting Labor - Arranger Waiting

Total Loading/Unloading Labor - Hauler Load Rebar Bundle Haul Rebar Bundle to Truck Return to Stockpile Labor - Loader @ Stockpile Loading Labor - Arranger @ Truck Arranging

Remarks

Cargo Truck Quantity 15,000.00 10,000.00

Time-Motion Table Activity

Unit kgs. Loads kgs.

###

Remarks

Time Required minutes

0.08

5.00

0.08

5.00

0.17

10.00

0.17

10.00

0.50

30.00

0.00 0.01 0.01

0.17 0.75 0.75

0.01

0.42

0.01 0.04

0.42 2.50

400.00 kgs/cycle

Total

9600.00 kgs/hr

Temporary Works Loading/Unloading Cycle Total Productivity

0.50 9600.00 kgs/hr

1.04 1.54 6,486.49 kgs/hr

Time Required seconds

Number of Worker

Total Manhours

300.00

2.00

0.1667

300.00

2.00

0.1667

600.00

4.00

0.6667

600.00

1.00

0.1667

1.1667

10.00 45.00 45.00

4.00 4.00 4.00

0.0111 0.0500 0.0500

25.00

2.00

0.0139

25.00

1.00

0.0069 0.1319

1.1667 3031.58 kgs/mhr

3.2986 4.4653

2,239.50 kgs/mhr