V. Labor Productivity Output Rate [PDF]

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PRODUCTION RATE OF MANPOWER ITEM NO.

ITEM DESCRIPTION

1. F

FORMWORK

CREW SIZE

F1

FORMWORK TO FOOTING

1 CARPENTER, LABOR

1

F2

FORMWORK TO ISOLATED FOOTING

1 CARPENTER, LABOR

1

F3

FORMWORKS TO TIE BEAMS

1 CARPENTER, LABOR

1

F4

FORMWORKS TO BEAM

1 CARPENTER, LABOR

1

F5

FORMWORKS TO RETAINING WALL

1 CARPENTER, LABOR

1

F6

FORMWORKS TO COLUMNS

1 CARPENTER, LABOR

1

F7

FORMWORKS TO SLAB

1 CARPENTER, LABOR

1

F8

FORMWORKS TO SLAB (DECKING)

1 CARPENTER, LABOR

1

F9

FORMWORKS TO STAIRCASE (except spiral)

1 CARPENTER, LABOR

1

F10

FORMWORKS TO BALCONY

1 CARPENTER, LABOR

1

F11

FORMWORKS TO PARAPETS

1 CARPENTER, LABOR

1

2. FS

HOURLY PRODUCTION RATE

UNIT/HR

PRODUCTION PER 8 HRS.(1 DAY) PER UNIT

UNIT/DAY

1.10

SQ.M./HR

8.80

SQ.M./DAY

1.10

SQ.M./HR

8.80

SQ.M./DAY

0.80

SQ.M./HR

6.40

SQ.M./DAY

0.50

SQ.M./HR

4.00

SQ.M./DAY

0.80

SQ.M./HR

6.40

SQ.M./DAY

0.60

SQ.M./HR

4.80

SQ.M./DAY

1.10

SQ.M./HR

8.80

SQ.M./DAY

1.40

SQ.M./HR

11.20

SQ.M./DAY

0.30

SQ.M./HR

2.40

SQ.M./DAY

0.40

SQ.M./HR

3.20

SQ.M./DAY

0.55

SQ.M./HR

4.40

SQ.M./DAY

2.06

SQ.M./HR

16.48

SQ.M./DAY

1.70

SQ.M./HR

13.60

SQ.M./DAY

2.16

SQ.M./HR

17.28

SQ.M./DAY

FORMWORK STRIPPING

FS1

BEAMS

1 CARPENTER, LABOR

1

FS2

COLUMNS

1 CARPENTER, LABOR

1

FS3

SUSPENDED SLAB

1 CARPENTER, LABOR

1

ITEM NO.

ITEM DESCRIPTION

CREW SIZE

HOURLY PRODUCTION RATE

UNIT/HR

PRODUCTION PER 8 HRS.(1 DAY) PER UNIT

UNIT/DAY

3. M M1 M2 M3 M4

MASONRY WORKS CHB WORK (100 mm) CHB WORK (150 mm) CHB WORK (200 mm) 1/4" x 2" x 8" RED BRICKS

1 MASON, 1 LABOR 1 MASON, 1 LABOR 1 MASON, 1 LABOR 1 MASON, 1 LABOR

1.88 1.50 1.25 5.00

SQ.M./HR SQ.M./HR SQ.M./HR SQ.M./HR

15.04 12.00 10.00 40.00

SQ.M./DAY SQ.M./DAY SQ.M./DAY SQ.M./DAY

4. E E1 E2

EARTHWORKS (MANUAL) EXCAVATION FILL MATERIALS

2 LABOR 2 LABOR

0.41 0.78

CU.M./HR CU.M./HR

3.28 6.24

CU.M./DAY CU.M./DAY

5. P P1

PLASTERING WORKS PLASTERING WORKS (EXTERNAL)

1 MASON, 1 LABOR

1.35

SQ.M./HR

10.80

SQ.M./DAY

P2

PLASTERING WORKS (INTERNAL)

1 MASON, 1 LABOR

1.60

SQ.M./HR

12.80

SQ.M./DAY

25.00 25.00 20.00 18.00 25.00 25.00 50.00 W = ((D^2)xL)/162 DIAMETER 10 mm2 12 mm2 16 mm2 20 mm2

KGS/HR KGS/HR KGS/HR KGS/HR KGS/HR KGS/HR KGS/HR

200.00 200.00 160.00 144.00 200.00 200.00 400.00

KGS./DAY KGS./DAY KGS./DAY KGS./DAY KGS./DAY KGS./DAY KGS./DAY

PRODUCTION PER 8 HRS.(1 DAY) PER UNIT

UNIT/DAY

6. R REINFORCEMENT WORKS R1 REBAR TO FOOTING R2 REBAR TO TIE BEAMS R3 REBAR TO COLUMNS R4 REBAR TO BEAMS & GIRDERS R5 REBAR TO SOLID SLABS R6 REBAR TO RETAINING WALLS R7 REBAR TO STEEL CUTTING AND BENDING *note : to know quantity of rebar in pieces use formula: where; W = Weight of Bar (kgs) D = Bar Diameter (mm) L = Length of Rebar (meter)

ITEM NO.

ITEM DESCRIPTION

7. C

CONCRETE WORKS (MANUAL)

1 STEEL MAN 1 STEEL MAN 1 STEEL MAN 1 STEEL MAN 1 STEEL MAN 1 STEEL MAN 1 STEEL MAN

CREW SIZE

HOURLY PRODUCTION RATE

WEIGHT 3.7 kgs 5.33 kgs 9.48 kgs 14.81 kgs

UNIT/HR

C1 C2 C3 C4 C5 C6 C7

CONCRETE TO FOOTING CONCRETE TO TIE BEAMS CONCRETE TO COLUMNS CONCRETE TO BEAMS & GIRDERS CONCRETE TO SOLID SLABS CONCRETE TO SOLID WALLS CONCRETE TO STAIRS

1 MASON, 1 LABOR 1 MASON, 1 LABOR 1 MASON, 1 LABOR 1 MASON, 1 LABOR 1 MASON, 1 LABOR 1 MASON, 1 LABOR 1 MASON, 1 LABOR

2.40 1.00 0.35 0.30 0.33 0.29 0.25

CU.M./HR CU.M./HR CU.M./HR CU.M./HR CU.M./HR CU.M./HR CU.M./HR

19.20 8.00 2.80 2.40 2.66 2.32 2.00

CU.M./DAY CU.M./DAY CU.M./DAY CU.M./DAY CU.M./DAY CU.M./DAY CU.M./DAY

8. PW PW1 PW1 PW2 PW3 PW4 PW5

PAINTING WORKS (1 COAT) CONCRETE NEUTRALIZER EXTERIOR WALL PAINTING INTERIOR WALL PAINTING CEILING PAINTING (overhead) WOOD PAINTING (closet, doors) STEEL PAINTING (rails)

1 PAINTER 1 PAINTER 1 PAINTER 1 PAINTER 1 PAINTER 1 PAINTER

0.26 1.38 1.54 1.27 1.64 1.58

SQ.M./HR SQ.M./HR SQ.M./HR SQ.M./HR SQ.M./HR SQ.M./HR

2.08 11.04 12.32 10.16 13.12 12.64

CU.M./DAY CU.M./DAY CU.M./DAY CU.M./DAY CU.M./DAY CU.M./DAY

9. TW TW1 TW2

TILING WORKS TILE WORKS (FLOOR TILES) TILE WORKS (WALL TILES)

1 MASON, 2 LABOR 1 MASON, 2 LABOR

2.25 1.50

SQ.M./HR SQ.M./HR

18.00 12.00

SQ.M./DAY SQ.M./DAY

10. S S1 S2 S3

STONE MASONRY CRIB WALL GROUTED RIP RAP PLASTERING OF RIPRAP (ROUGH FINISH)

1 SKILLED 1 SKILLED 1 MASON, 1 LABOR

0.47 0.47 1.80

CU.M./HR CU.M./HR SQ.M./HR

3.79 3.79 14.40

CU.M./DAY CU.M./DAY CU.M./DAY

11. R R1 R1 R1 R2 R3

ROADWORKS COMPACTION AGGREGATE BASE CONCRETE PAVEMENT CURB & GUTTER SIDEWALK @ 4" thick

1 LABOR 1 MASON, 1 LABOR 1 MASON, 1 LABOR 1 MASON, 1 LABOR 1 MASON, 1 LABOR

9.00 5.20 0.17 1.75 1.67

SQ.M./HR SQ.M./HR CU.M./HR L.M./HR SQ.M./HR

CU.M./DAY CU.M./DAY CU.M./DAY L.M./DAY S.M./DAY

HOURLY PRODUCTION RATE

UNIT/HR

72.00 41.60 1.34 14.00 13.36 PRODUCTION PER 8 HRS.(1 DAY) PER UNIT

1.50

SQ.M./HR

12.00

SQ.M./DAY

ITEM NO.

ITEM DESCRIPTION

12. SC

SCAFFOLDINGS

SC1

SCAFFOLDS UP TO 3m ht. (WOOD)

CREW SIZE

1 CARPENTER, LABOR

1

UNIT/DAY

SC2

SCAFFOLDS UP TO 3m ht. (G.I. pipe)

13. WT

1 SKILLED,

1 LABOR

1.80

SQ.M./HR

14.40

SQ.M./DAY

10.36

B.F./HR

82.88

B.F./DAY

23.72

B.F./HR

189.76

B.F./DAY

6.42

B.F./HR

51.36

B.F./DAY

7.87

B.F./HR

62.96

B.F./DAY

13.47

B.F./HR

107.76

B.F./DAY

1.69

SQ.M./HR

13.52

SQ.M./DAY

WOOD TRUSS

WT1

TRUSS FABRICATION

1 CARPENTER, LABOR

1

WT2

TRUSS INSTALLATION

1 CARPENTER, LABOR

1

WT3

GIRTS INSTALLATION

1 CARPENTER, LABOR

1

WT4

PURLINS INSTALLATION

1 CARPENTER, LABOR

1

WT5

FASCIA BOARD INSTALLATION

1 CARPENTER, LABOR

1

WT6

TRUSS PAINTING

1 PAINTER

14. ST

STEEL TRUSS

ST1

TRUSS FABRICATION

1 WELDER,

1 LABOR

5.66

L.M./HR

45.28

L.M./DAY

ST2

TRUSS INSTALLATION

1 WELDER,

1 LABOR

11.32

L.M./HR

90.56

L.M./DAY

ST3

GIRTS INSTALLATION

1 WELDER,

1 LABOR

3.47

L.M./HR

27.76

L.M./DAY

ST4

PURLINS INSTALLATION

1 WELDER,

1 LABOR

4.26

L.M./HR

34.08

L.M./DAY

ST5

FASCIA BOARD INSTALLATION

1 WELDER,

1 LABOR

7.28

L.M./HR

58.24

L.M./DAY

ST6

TRUSS PAINTING

1 PAINTER

2.46

SQ.M./HR

19.68

SQ.M./DAY

HOURLY PRODUCTION RATE

UNIT/HR

PRODUCTION PER 8 HRS.(1 DAY) PER UNIT

UNIT/DAY

4.88

SQ.M./HR

39.02

SQ.M./DAY

1.78

L.M./HR

14.24

L.M./DAY

ITEM NO.

ITEM DESCRIPTION

15. RW

ROOF WORKS

CREW SIZE

RW1

INSTALLATION OF ROOFING

1 CARPENTER, LABOR

1

RW2

INSTALLATION OF GUTTER

1 CARPENTER, LABOR

1

RW3

LIFTING OF MATERIALS

1 LABOR

16. W W1 W2

WINDOW INSTALLATION WINDOW INSTALLATION FIXED WINDOW INSTALLATION

1 SKILLED, 1 SKILLED ,

17. D

1 LABOR 1 LABOR

2.16

SQ.M./HR

17.28

SQ.M./DAY

1.44 2.56

SQ.M./HR SQ.M./HR

11.52 20.48

SQ.M./DAY SQ.M./DAY

0.75

B.F./HR

6.00

B.F./DAY

1.03

B.F./HR

8.20

B.F./DAY

0.38

SET/HR

3.00

SET/DAY

DOOR INSTALLATION

D1

DOOR JAMB FABRICATION

1 CARPENTER, LABOR

1

D1

DOOR JAMB INSTALLATION

1 CARPENTER, LABOR

1

D1

DOOR INSTALLATION

1 CARPENTER, LABOR

1

D1

DOOR LOCKSET

1 CARPENTER

1.60

SET/HR

12.80

SET/DAY

SOIL TREATMENT TREATMENT OF SOIL

2 LABOR

1.90

SQ.M./HR

15.20

SQ.M./DAY

1.94

B.F./HR

15.52

B.F./DAY

1.00

SQ.M./HR

8.00

SQ.M./DAY

1.34

SQ.M./HR

10.72

SQ.M./DAY

HOURLY PRODUCTION RATE

UNIT/HR

PRODUCTION PER 8 HRS.(1 DAY) PER UNIT

UNIT/DAY

1.23

SQ.M./HR

9.84

SQ.M./DAY

2.00

SQ.M./HR

16.00

SQ.M./DAY

1.52

SQ.M./HR

12.16

SQ.M./DAY

1.85

SQ.M./HR

14.80

SQ.M./DAY

18. ST ST1 19. J

JOIST

J1

WOOD FLOOR JOIST

1 CARPENTER, LABOR

1

J2

WOOD WALL JOIST

1 CARPENTER, LABOR

1

J3

METAL FURRING WALL JOIST

1 SKILLED,

ITEM NO.

ITEM DESCRIPTION

20. CW

CEILING WORKS

1 LABOR

CREW SIZE

CW1

WOOD FRAME INSTALLATION

1 CARPENTER, LABOR

1

CW2

PLYWOOD/BOARD CEILING

1 CARPENTER, LABOR

1

CW2

METAL FURRING/T RUNNERS INSTALLATION

1 CARPENTER, LABOR

1

CW3

ACOUSTICAL CEILING

1 CARPENTER, LABOR

1

21. C

CLOSET / CABINET

C1

FRAMING

1 CARPENTER, LABOR

1

C2

BOARDING

1 CARPENTER, LABOR

1

0.39

B.F./HR

3.12

B.F./DAY

0.76

SQ.M./HR

6.08

SQ.M./DAY