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DESCRIPTION
A. EXCAVATION WORKS
A.1 Excavation Works
A.1.1 MANPOWER
FOREMAN 1 0.5 8 ₱94.10 ₱752.
SKILLED LABORER 1 0.5 8 ₱68.01 ₱544.
A.1.2 REQUIRED WORK (cu.m) 80 SUB-TOTAL: ###
A.2 BACKFILL AND COMPACTION
A.2.1 MANPOWER
FOREMAN 1 2 13 ₱94.10
SKILLED LABORER 1 2 13 ₱68.01 ₱884.
A.2.2 REQUIRED WORK (cu.m) 32 SUB-TOTAL: ###
A.3 GRAVEL BED
A.3.1 MANPOWER
FOREMAN 1 5 8 ₱94.10 ₱752.
SKILLED LABORER 1 5 8 ₱68.01 ₱544.
A.3.2 REQUIRED WORK (cu.m) 8 SUB-TOTAL: ###
B. CONCRETE WORKS
B.
B.1.1 MANPOWER
FOREMAN 1 8.54 11 ₱94.10
SKILLED LABORER 2 8.54 11 ₱68.01
B.1.2 REQUIRED WORK (cu.m) 10.63 SUB-TOTAL: ###
B.
B.2.1 MANPOWER
FOREMAN 1 8.54 4 ₱94.10 ₱376.
SKILLED LABORER 2 8.54 4 ₱68.01 ₱544.
NO. OF
UNITS
PRODUCT
IVITY
OUTPUT
NO. OF
HOUR/S
HOURLY
RATE
AMOUNT
(PHP)
UNSKILLED
LABORER
UNSKILLED
LABORER
UNSKILLED
LABORER
FOOTING
S
UNSKILLED
LABORER
FOOTING TIE
BEAMS
B.2.2 REQUIRED WORK (cu.m) 4.06 SUB-TOTAL: ###
B.
B.3.1 MANPOWER
FOREMAN 1 5 8 ₱94.10 ₱752.
SKILLED LABORER 2 5 8 ₱68.01
B.3.2 REQUIRED WORK (cu.m) 13.65 SUB-TOTAL: ###
B.
B.4.1 MANPOWER
FOREMAN 1 16.7 18 ₱94.10
SKILLED LABORER 2 16.7 18 ₱68.01
B.4.2 REQUIRED WORK (cu.m) 9.19 SUB-TOTAL: ###
B.5 BEAMS
B.5.1 MANPOWER
FOREMAN 1 16.7 7 ₱94.10 ₱658.
SKILLED LABORER 2 16.7 7 ₱68.01 ₱952.
B.5.2 REQUIRED WORK (cu.m) 3.68 SUB-TOTAL: ###
B.6 CONCRETE STAIRS
B.5.1 MANPOWER
FOREMAN 1 16.7 4 ₱94.10 ₱376.
SKILLED LABORER 2 16.7 4 ₱68.01 ₱544.
B.5.2 REQUIRED WORK (cu.m) 1.93 SUB-TOTAL: ###
B.7 COLUMNS
B.7.1 MANPOWER
FOREMAN 1 16.7 18 ₱94.10
UNSKILLED
LABORER
GROUND
SLAB
UNSKILLED
LABORER
SUSPEND
ED SLAB
UNSKILLED
LABORER
UNSKILLED
LABORER
UNSKILLED
LABORER
B.4.2 REQUIRED WORK (cu.m) 8.75 SUB-TOTAL: ###
B.5 BEAMS
B.5.1 MANPOWER
FOREMAN 1 3.28 13 ₱94.10
SKILLED LABORER 2 3.28 13 ₱68.01
B.5.2 REQUIRED WORK (cu.m) 35.21 SUB-TOTAL: ###
B.6 CONCRETE STAIRS
B.5.1 MANPOWER
FOREMAN 1 3.28 6 ₱94.10 ₱564.
SKILLED LABORER 2 3.28 6 ₱68.01 ₱816.
B.5.2 REQUIRED WORK (cu.m) 14.22 SUB-TOTAL: ###
B.7 COLUMNS
B.7.1 MANPOWER
FOREMAN 1 3.28 26 ₱94.10
SKILLED LABORER 2 3.28 26 ₱68.01
B.7.2 REQUIRED WORK (cu.m) 70.08 SUB-TOTAL: ###
B.8 ROOF DECK SLAB
B.8.1 MANPOWER
FOREMAN 1 2.54 3 ₱94.10 ₱282.
SKILLED LABORER 2 2.54 3 ₱68.01 ₱408.
B.8.2 REQUIRED WORK (SQ.m) 8.75 SUB-TOTAL: ###
D. FORMWORKS STRIPPING
B.
B.1.1 MANPOWER
FOREMAN 1 1 4 ₱94.10 ₱376.
SKILLED LABORER 2 1 4 ₱68.01 ₱544.
B.1.2 REQUIRED WORK (cu.m) 27.90 SUB-TOTAL: ###
B.
B.2.1 MANPOWER
FOREMAN 1 1 4 ₱94.10 ₱376.
SKILLED LABORER 2 1 4 ₱68.01 ₱544.
B.2.2 REQUIRED WORK (cu.m) 30.81 SUB-TOTAL: ###
B.
B.3.1 MANPOWER
FOREMAN 1 1 2 ₱94.10 ₱188.
SKILLED LABORER 2 1 2 ₱68.01 ₱272.
B.3.2 REQUIRED WORK (cu.m) 13.00 SUB-TOTAL: ###
B.
B.4.1 MANPOWER
UNSKILLED
LABORER
UNSKILLED
LABORER
UNSKILLED
LABORER
UNSKILLED
LABORER
UNSKILLED
LABORER
FOOTING
S
UNSKILLED
LABORER
FOOTING TIE
BEAMS
UNSKILLED
LABORER
GROUND
SLAB
UNSKILLED
LABORER
SUSPEND
ED SLAB
FOREMAN 1 1 1 ₱94.10 ₱94.
SKILLED LABORER 2 1 1 ₱68.01 ₱136.
B.4.2 REQUIRED WORK (cu.m) 8.75 SUB-TOTAL: ₱545.
B.5 BEAMS
B.5.1 MANPOWER
FOREMAN 1 1 4 ₱94.10 ₱376.
SKILLED LABORER 2 1 4 ₱68.01 ₱544.
B.5.2 REQUIRED WORK (cu.m) 35.21 SUB-TOTAL: ###
B.6 CONCRETE STAIRS
B.5.1 MANPOWER
FOREMAN 1 1 2 ₱94.10 ₱188.
SKILLED LABORER 2 1 2 ₱68.01 ₱272.
B.5.2 REQUIRED WORK (cu.m) 14.22 SUB-TOTAL: ###
B.7 COLUMNS
B.7.1 MANPOWER
FOREMAN 1 1 8 ₱94.10 ₱752.
SKILLED LABORER 2 1 8 ₱68.01
B.7.2 REQUIRED WORK (cu.m) 70.08 SUB-TOTAL: ###
B.8 ROOF DECK SLAB
B.8.1 MANPOWER
FOREMAN 1 1 1 ₱94.10 ₱94.
SKILLED LABORER 2 1 1 ₱68.01 ₱136.
B.8.2 REQUIRED WORK (SQ.m) 8.75 SUB-TOTAL: ₱545.
D.9 COLUMNS
D.9.1 MANPOWER
FOREMAN 1 1 1 ₱94.10 ₱94.
SKILLED LABORER 2 1 1 ₱68.01 ₱136.
D.9.2 REQUIRED WORK (sq.m) 1 SUB-TOTAL: ₱545.
E. MASONRY
E.1 CHB LAYING (4")
E.1.1 MANPOWER
FOREMAN 1 10 72 ₱94.10
SKILLED LABORER 2 10 72 ₱68.01
E.1.2 REQUIRED WORK (cu.m) 64.5 SUB-TOTAL: ###
E.2 CHB LAYING (6")
E.2.1 MANPOWER
FOREMAN 1 9 220 ₱94.10
SKILLED LABORER 2 9 220 ₱68.01
E.2.2 REQUIRED WORK (cu.m) 219.58 SUB-TOTAL: ###
E.3 PLASTERING(4")
E.3.1 MANPOWER
FOREMAN 1 10 72 ₱94.10
UNSKILLED
LABORER
UNSKILLED
LABORER
UNSKILLED
LABORER
UNSKILLED
LABORER
UNSKILLED
LABORER
UNSKILLED
LABORER
UNSKILLED
LABORER
UNSKILLED
LABORER
B.7.1 MANPOWER
FOREMAN 1 0.8 202 ₱94.10
SKILLED LABORER 2 0.8 202 ₱68.01
B.7.2 REQUIRED WORK (kgs) 2264.40 SUB-TOTAL: ###
B.8 ROOF DECK SLAB
B.8.1 MANPOWER
FOREMAN 1 0.8 40 ₱94.10
SKILLED LABORER 2 0.8 40 ₱68.01
B.8.2 REQUIRED WORK (kgs) 444.72 SUB-TOTAL: ###
UNSKILLED
LABORER
UNSKILLED
LABORER
Productivity Output
STRUCTURAL EXCAVATION
HAND 6
MACHINE 0.
STRUCTURAL BACKFILL
BY HAND 5
BY MACHINE 2
TRENCHING
BY HAND 6
BY MACHINE 0.
EXCAVATION-MANUAL
COMMON EARTH 8
LOAM OF SOIL 1.
ROCK 2.
EXCAVATION-MECHANICAL
COMMON EARTH 6.
BACKFILLING
COMMON MANUAL 0.
CONCRETING
GRADE MEMBERS
FORMWORKS 2.
CONCRETING 8.
REBAR 0.
FINISHING 0.
SUSPENDED MEMBERS
COMMON
EXCAVATION
MAN
HR /
CU.M.
MAN
HR /
CU.M.
ROCK
EXCCAVATION
MAN
HR /
CU.M.
HAULING OF
SPOILS
MAN
HR /
CU.M.
MAN
HR /
CU.M.
MAN
HR /
CU.M.
MAN
HR /
CU.M.
MAN
HR /
CU.M.
MAN
HR /
CU.M.
MAN
HR /
CU.M.
CLAY OR HEAVY
SOIL
MAN
HR /
CU.M.
MAN
HR /
CU.M.
MAN
HR /
CU.M.
ROCK WITH JACK
HAMMER
MAN
HR /
CU.M.
MAN
HR /
CU.M.
GRAVEL FILL
MANUAL
MAN
HR /
CU.M.
MAN
HR /
SQ.M.
MAN
HR /
CU.M.
MAN
HR /
KGS
MAN
HR /
SQ.M.
FORM WORKS FABRICATION
STRIPPING OF FORMS
WALL ON GROUND 1
WALL ABOVE 10" 1
BEAMS 1
COLUMNS 1
SUSPENDED SLAB
FINISHING AND MASONRY
4" CHB
LAYING 8-
TOOLING 11-
PLASTERING 8-
6" CHB
LAYING 7-
TOOLING 11-
PLASTERING 8-
8" CHB
LAYING 6-
TOOLING 11-
PLASTERING 8-
WOOD WALL AND
PARTITION
MAN
HR /
SQ.M.
FORMWORKS
FABRICATION
MAN
HR /
SQ.M.
MAN
HR /
SQ.M.
MAN
HR /
SQ.M.
MAN
HR /
SQ.M.
MAN
HR /
SQ.M.
SUSPENDED SLAB
MAN
HR /
SQ.M.
SUSPENDED SLAB
10-36" UP
MAN
HR /
SQ.M.
ELEVATED &
SHORED SLAB
FORMING - STRIP
OF FORMS
MAN
HR /
SQ.M.
FLOOR SLAB AT
GRADE - STRIP
OF FORMS
MAN
HR /
SQ.M.
SQ.M /
DAY
SQ.M /
DAY
SQ.M /
DAY
SQ.M /
DAY
SQ.M /
DAY
SQ.M /
DAY
SQ.M /
DAY
SQ.M /
DAY
SQ.M /
DAY
