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Manpower Output Per Day: I Earthwork

The document outlines man-days, or manpower output per day, for various construction tasks. It provides metrics for excavation, concrete work, roofing, doors, windows, partitions, ceilings, floor finishes, hardware installation, miscellaneous tasks, carpentry, concrete hollow block wall construction, and structural steel work. Quantities are provided for tasks like excavating by hand or machine, installing roofing materials, framing and finishing doors and windows, laying flooring, and assembling structural elements.

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0% found this document useful (0 votes)
104 views3 pages

Manpower Output Per Day: I Earthwork

The document outlines man-days, or manpower output per day, for various construction tasks. It provides metrics for excavation, concrete work, roofing, doors, windows, partitions, ceilings, floor finishes, hardware installation, miscellaneous tasks, carpentry, concrete hollow block wall construction, and structural steel work. Quantities are provided for tasks like excavating by hand or machine, installing roofing materials, framing and finishing doors and windows, laying flooring, and assembling structural elements.

Uploaded by

xchannel28
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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MAN-DAYS

MANPOWER OUTPUT PER DAY


I EARTHWORK
Excavation by Hand 1.5 cu.m.
Excavation by machine 16.00 cu.m.
Rock excavation by hand and machine 1.00 cu.m.
Trenching manual 1.33 cu.m.
Trenching by machine 10.00 cu.m.
Disposal 4.00 cu.m.
Rubble foundation 0.71 cu.m.
gravel fill 4.00 cu.m.

II CONCRETE WORK
Grade members
formwork 3.15 sq.m.
rebar work 115.00 kg.
concreting 0.94 cu.m.
finishing 20 sq.m.
Suspended Member
formworks 2.44 sq.m.
rebar work 100.00 kg.
concreting 0.48 cu.m.
finishing 10 sq.m.

III ROOFING AND SIDING


metallic roofing 8.17 sq.m.
non-metallic roofing 7.43 sq.m.
metallic siding 6.31 sq.m.
non-metallic siding 5.57 sq.m.

IV DOORS including finish hardwares


hollow core plywood door, flush type 4.18 sq.m.
solid core door, flush type 2.6 sq.m.
steel sliding door 0.83 sq.m.
steel hinge door 1.02 sq.m.
aluminum roll up door 1.02 sq.m.
cyclone wire sliding door 1.02 sq.m.

V WINDOWS
glass window on steel frame 2.60 sq.m.
fixed gi louver 1.76 sq.m.
fixed asbestos louver 2.60 sq.m.
metal louver window 2.60 sq.m.
wooden window 2.78 sq.m.

VI PARTITION including frame


1/4" single wall plywood 3.34 sq.m.
1/4" double wall plywood 2.37 sq.m.
window louver partition 2.37 sq.m.
cyclone wire partition # 10 2.60 sq.m.

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MAN-DAYS
MANPOWER OUTPUT PER DAY
VII CEILING including frame
1/4" plywood ceiling 4.46 sq.m.
acoustic tile w/ plywood backing 2.60 sq.m.
accoustic tile w/ aluminum t-runner 2.60 sq.m.

VIII FLOOR FINISHES


plain cement finishes 6.00 sq.m.
color cement finishes 5.70 sq.m.
peeble washout finish 2.80 sq.m.
granulithic tile finish 2.80 sq.m.
marble finish 2.80 sq.m.
vinyl tile finish 4.80 sq.m.
unglazed/ glazed tile finish 2.60 sq.m.

IX INSTALLATION OF HARDWARES
lockset 5 sets
astragal 80 lf
casing plates 45 lf
metal nosing 3 steps

X MISCELLANEOUS
anchor bolt, set 16.50 kg
anchor box 4.40 each
2nd floor wood frame 75.00 bf
t and g wood floor 75.00 bf
gi gutter, cut and shape 50 lf
gi gutter install 18 lf
gi down spot, cut and shape 27 lf
gi down spout install 60 lf
painting 18.50- 27.88 sq.m.
cabinet frame 30-60 bf
cabinet sheeting 40-80 bf
cabinet plywood shape 10.45 sq.m.
welding 5.0 m

XI CARPENTRY
truss fabrication 46 bf
truss erection 40 bf
post 75 bf
girt 63 bf
plates 105 bf
purlind fascia 30 bf

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MAN-DAYS
MANPOWER OUTPUT PER DAY
XII CHB WALL (1 LABOR & 1 SKILLED)
4" chb 8 sq.m.
6" chb 7.2 sq.m.
8" chb 6.4 sq.m.

XIII STRUCTURAL STEEL


fabrication of light structural steel 0.125 mt.
erection of light structural steel 0.128 mt.
fabrication of heavy structural steel 0.04 mt.
erection of heavy structural steel 0.07 mt.
painting of structural steel 0.04 mts.

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