Labor Production Rate [PDF]

Zitiervorschau

LABOR PRODUCTION TABLE M A N W O R K

1.

TRADE A.

P E R

Q U A N T I T Y

LOW

AVERAGE

HIGH

1.60 MH/S.M.

: CARPENTRY WORKS

FORM WORKS INSTALLATION 1.0

WALL ON GROUND

4.00 MH/S.M.

2.00 MH/S.M.

2.0

WALL ABOVE GROUND

4.70 MH/S.M.

2.35 MH/S.M.

1.88 MH/S.M.

3.0

BEAMS

6.16 MH/S.M.

3.08 MH/S.M.

2.46 MH/S.M.

4.0

COLUMNS

4.70 MH/S.M.

2.35 MH/S.M.

1.88 MH/S.M.

5.0

SUSPENDED SLAB 0

6.0

7.0

TO 18"

3.34 MH/S.M.

1.67 MH/S.M.

1.34 MH/S.M.

18 TO 36" UP

6.66 MH/S.M.

3.33 MH/S.M.

2.66 MH/S.M.

ELEVATED and SHORED SLAB FORMING 6.01 FORMING ONLY

17.20 MH/S.M.

8.60 MH/S.M.

6.88 MH/S.M.

6.02 FORMING and SHORING

22.00 MH/S.M.

11.00 MH/S.M.

8.80 MH/S.M.

1.00 MH/S.M.

0.50 MH/S.M.

0.40 MH/S.M.

2.15 MH/S.M.

1.08 MH/S.M.

0.86 MH/S.M.

0.20 MH/S.M.

WOOD WALL and PARTITIONING

B.

FORM WORKS FABRICATION

C.

STRIPPING OF FORM WORKS 1.0

WALL1.0 WALL ON GROUND

0.50 MH/S.M.

0.25 MH/S.M.

2.0

WALL ABOVE 10'

2.58 MH/S.M.

1.29 MH/S.M.

1.03 MH/S.M.

3.0

BEAMS

2.06 MH/S.M.

1.03 MH/S.M.

0.82 MH/S.M.

4.0

COLUMNS

1.70 MH/S.M.

0.85 MH/S.M.

0.68 MH/S.M.

5.0

SUSPENDED SLAB TO 18"

1.67 MH/S.M.

0.83 MH/S.M.

0.67 MH/S.M.

18 TO 36" UP

2.16 MH/S.M.

1.08 MH/S.M.

0.86 MH/S.M.

7.00 MH/S.M.

3.50 MH/S.M.

2.80 MH/S.M.

5.60 MH/S.M.

2.80 MH/S.M.

2.24 MH/S.M.

0 6.0

ELEVATED and SHORED SLAB FORMING-

7.0

FLOOR SLAB AT GRADE - STRIP OF FORMS

STRIP OF FORMS

D.

H O U R S

D E S C R I P T I O N

INSTALLATION OF CARPENTRY WORKS 1.0

PLYWOOD PARTITION

2.00 MH/PC

1.00 MH/PC

0.80 MH/PC

2.0

T and G FLOORING and SIDING

0.29 MH/B.F.

0.14 MH/B.F.

0.11 MH/B.F.

3.0

CEILING FRAME WORK

0.73 MH/B.F.

0.36 MH/B.F.

0.29 MH/B.F.

4.0

SIDING FRAME WORK

0.53 MH/B.F.

0.27 MH/B.F.

0.21 MH/B.F.

5.0

FLOORING FRAMING

1.94 MH/B.F.

0.97 MH/B.F.

0.77 MH/B.F.

6.0

WOODEN POST ERECTION

0.85 MH/B.F.

0.43 MH/B.F.

0.34 MH/B.F.

7.0

TRUSS FABRICATION

0.70 MH/B.F.

0.35 MH/B.F.

0.28 MH/B.F.

8.0

TRUSS INSTALLATION

1.60 MH/B.F.

0.80 MH/B.F.

0.64 MH/B.F.

9.0

GIRT INSTALLATION

0.43 MH/B.F.

0.21 MH/B.F.

0.17 MH/B.F.

10.0 PLATES INSTALLATION

0.27 MH/B.F.

0.13 MH/B.F.

0.11 MH/B.F.

11.0

PURLINS INSTALLATION

0.53 MH/B.F.

0.27 MH/B.F.

0.21 MH/B.F.

12.0 FACIA BOARD INSTALLATION

0.91 MH/B.F.

0.46 MH/B.F.

0.36 MH/B.F.

13.0 1/4" or 3/4" thk. PLYWOOD - CUTTING BY MANUAL - ASSEMBLY

2.00 MH/PC

1.00 MH/PC

0.80 MH/PC

0.83 MH/S.M.

0.42 MH/S.M.

0.33 MH/S.M.

1 / 19

LABOR PRODUCTION TABLE M A N W O R K

H O U R S

P E R

Q U A N T I T Y

D E S C R I P T I O N LOW

AVERAGE

HIGH

- FRAME INSTALLATION

2.66 MH/S.M.

1.33 MH/S.M.

1.06 MH/S.M.

- PLYWOOD INSTALLATION

2.00 MH/S.M.

1.00 MH/S.M.

0.80 MH/S.M.

15.0 CABINET BOARDING

0.26 MH/B.F.

0.13 MH/B.F.

0.10 MH/B.F.

16.0 CABINET FRAMING

0.36 MH/B.F.

0.18 MH/B.F.

0.14 MH/B.F.

17.0 WOOD WALL PARTITIONS

1.00 MH/S.M.

0.50 MH/S.M.

0.40 MH/S.M.

18.0 PANEL WALL

14.00 MH/S.M.

7.00 MH/S.M.

5.60 MH/S.M.

19.0 FORMING WEIGHT ANCHOR BOLTS

9.00 MH/S.M.

4.50 MH/S.M.

3.60 MH/S.M.

20.0 NET FORMING

7.00 MH/S.M.

3.50 MH/S.M.

2.80 MH/S.M.

14.0 CEILING

E.

DOORS and WINDOWS 1.0

W-PANEL INSTALLATION

0.80 MH/PC

0.40 MH/PC

0.32 MH/PC

2.0

STEEL WINDOWS INSTALLATION

4.00 MH/PC

2.00 MH/PC

1.60 MH/PC

3.0

LOUVER WINDOWS INSTALLATION 3.01 FIXED ASBESTOS

9.26 MH/S.M.

4.63 MH/S.M.

3.70 MH/S.M.

3.02 FIXED METAL LOUVERS

6.24 MH/S.M.

3.12 MH/S.M.

2.50 MH/S.M.

3.03 FIXED G.I. SHEET

9.26 MH/S.M.

4.63 MH/S.M.

3.70 MH/S.M.

3.04 FIXED GLASS

6.24 MH/S.M.

3.12 MH/S.M.

2.50 MH/S.M.

3.05 FIXED WOODEN

6.76 MH/S.M.

3.38 MH/S.M.

2.70 MH/S.M.

4.0

ALUMINUM FRAMED WINDOWS

20.00 MH/EACH

10.00 MH/EACH

8.00 MH/EACH

5.0

SLIDING GLASS DOOR

24.00 MH/EACH

12.00 MH/EACH

9.60 MH/EACH

6.0

HOLLOW METAL DOOR

20.00 MH/EACH

10.00 MH/EACH

8.00 MH/EACH

7.0

ROLLING DOORS

50.00 MH/EACH

25.00 MH/EACH

20.00 MH/EACH

8.0

FIXED WINDOW

0.63 MH/S.F.

0.31 MH/S.F.

0.25 MH/S.F.

9.0

DOOR LOCKSET

3.20 MH/SET

1.60 MH/SET

1.26 MH/SET

0.44 MH/B.F.

0.22 MH/B.F.

0.18 MH/B.F.

0.66 MH/B.F.

0.33 MH/B.F.

0.26 MH/B.F.

6.24 MH/S.M.

3.12 MH/S.M.

2.50 MH/S.M.

1.34 MH/S.M.

10.0 DOOR JAMB : FABRICATION : INSTALLATION 11.0

2.

TRADE

CYCLONE WIRE INSTALLATION

: MASONRY WORKS 1.0

GROUTING and TOL PLASTERING

3.34 MH/S.M.

1.67 MH/S.M.

2.0

PEBBLE FINISHED

2.86 MH/S.M.

1.43 MH/S.M.

1.14 MH/S.M.

3.0

MARBLE INSTALLATION

4.00 MH/S.M.

2.00 MH/S.M.

1.60 MH/S.M.

4.0

1/4" X 2 X 8 RED BRICKS

10.00 MH/S.M.

5.00 MH/S.M.

4.00 MH/S.M.

5.0

GLAZED TILES

21.06 MH/S.M.

10.53 MH/S.M.

8.42 MH/S.M.

6.0

UNGLAZED TILES

8.70 MH/S.M.

4.35 MH/S.M.

3.48 MH/S.M.

7.0

GLAZED TILE WALL

6.00 MH/S.M.

3.00 MH/S.M.

2.40 MH/S.M.

8.0

CONC. BLOCK EXT. WALL

9.00 MH/S.M.

4.50 MH/S.M.

3.60 MH/S.M.

9.0

CONC. BLOCK INT. WALL

8.00 MH/S.M.

4.00 MH/S.M.

3.20 MH/S.M.

10.0 BRICKWORK

1.00 MH/S.M.

0.50 MH/S.M.

0.40 MH/S.M.

11.0

6.00 MH/S.M.

3.00 MH/S.M.

2.40 MH/S.M.

12.0 HOLLOW TILE WALL

4.00 MH/S.M.

2.00 MH/S.M.

1.60 MH/S.M.

13.0 ACOUSTICAL CEILING

2.40 MH/S.M.

1.20 MH/S.M.

0.96 MH/S.M.

PLASTER WALL and CEILING

14.0 VINYL FLOOR TILE

3.60 MH/S.M.

1.80 MH/S.M.

1.44 MH/S.M.

15.0 UNGLAZED OR MOSAIC FLOOR TILE

17.00 MH/S.M.

8.50 MH/S.M.

6.80 MH/S.M.

16.0 LAYING OF CHB and ADOBE

2.28 MH/S.M.

1.14 MH/S.M.

0.91 MH/S.M.

2 / 19

LABOR PRODUCTION TABLE M A N W O R K

H O U R S

P E R

Q U A N T I T Y

D E S C R I P T I O N

17.0 CEMENT FINISH

LOW

AVERAGE

HIGH

1.43 MH/S.M.

0.72 MH/S.M.

0.57 MH/S.M.

18.0 CONC. HOLLOW BLOCKS

3.

18.01

6" CHB

3.20 MH/S.M.

1.60 MH/S.M.

1.28 MH/S.M.

18.02

4" CHB

2.66 MH/S.M.

1.33 MH/S.M.

1.06 MH/S.M.

18.03

8" CHB

4.00 MH/S.M.

2.00 MH/S.M.

1.60 MH/S.M.

19.0 VITRIFIED TILES - FLOOR

10.66 MH/S.M.

5.33 MH/S.M.

4.26 MH/S.M.

20.0 VITRIFIED TILES - WALL

11.94 MH/S.M.

5.97 MH/S.M.

4.78 MH/S.M.

0.86 MH/S.M.

TRADE

: TINSMITHING WORKS : 1.0

4.

CORR. G.I. SHEET 1.01 LIFTING

2.16 MH/S.M.

1.08 MH/S.M.

1.02 INSTALLATION

6.12 MH/S.M.

3.06 MH/S.M.

2.45 MH/S.M.

2.0

INSTALLATION OF ASBESTOS ROOFING

2.00 MH/SHT.

1.00 MH/SHT.

0.80 MH/SHT.

3.0

INSTALLATION OF ALUMINUM OR G.I. SHT.

1.60 MH/SHT.

0.80 MH/SHT.

0.64 MH/SHT.

4.0

COPPER CLADDING ROOF DECK

1.01 MH/L.M.

0.51 MH/L.M.

0.40 MH/L.M.

5.0

FAB. OF G.I. GUTTER

6.94 MH/SHT.

3.47 MH/SHT.

2.78 MH/SHT.

6.0

G.I. SHEET ROOFING

1.64 MH/S.M.

0.82 MH/S.M.

0.66 MH/S.M.

7.0

FAB. OF G.I. GUTTER

1.05 MH/L.M.

0.53 MH/L.M.

0.42 MH/L.M.

8.0

FAB. OF DOWNSPOUT

1.94 MH/L.M.

0.97 MH/L.M.

0.78 MH/L.M.

9.0

GUTTER CUT and SHAPE

0.32 MH/L.M.

0.16 MH/L.M.

0.13 MH/L.M.

10.0 INST. OF GUTTER

1.78 MH/L.M.

0.89 MH/L.M.

0.71 MH/L.M.

11.0

0.59 MH/L.M.

0.30 MH/L.M.

0.24 MH/L.M.

DOWNSPOUT CUT and SHAPE

12.0 DOWNSPOUT INSTALLATION

0.27 MH/L.M.

0.13 MH/L.M.

0.11 MH/L.M.

13.0 CORR. G.I. ROOFING

3.60 MH/S.M.

1.80 MH/S.M.

1.44 MH/S.M.

14.0 CORR. ALUMINUM ROOFING

3.60 MH/S.M.

1.80 MH/S.M.

1.44 MH/S.M.

15.0 BUILD-UP ROOFING 4-PLY

17.00 MH/S.M.

8.50 MH/S.M.

6.80 MH/S.M.

16.0 PROTECTED METAL

4.00 MH/S.M.

2.00 MH/S.M.

1.60 MH/S.M.

17.0 CORR. ASBESTOS INST., LIFTING, HAULING

3.40 MH/S.M.

1.70 MH/S.M.

1.36 MH/S.M.

18.0 LEADERS and GUTTERS

1.20 MH/S.M.

0.60 MH/S.M.

0.48 MH/S.M.

TRADE

: CONCRETE WORKS 1.0

2.0

PLACING CONC. 1.01 SLAB ON FILL

10.00 MH/C.M.

5.00 MH/C.M.

4.00 MH/C.M.

1.02 SLIP FORM

50.00 MH/C.M.

25.00 MH/C.M.

20.00 MH/C.M.

1.03 FLR. FINISH UNHARDENED

2.00 MH/S.M.

1.00 MH/S.M.

0.80 MH/S.M.

1.04 CONC. FINISH HARDENED

2.86 MH/S.M.

1.43 MH/S.M.

1.14 MH/S.M.

2.01 GROUND FLR. INSTALLATION

0.14 MH/kg.

0.07 MH/kg.

0.06 MH/kg.

2.02 UPPER FLR. INSTALLATION

0.16 MH/kg.

0.08 MH/kg.

0.06 MH/kg.

2.03 FABRICATION

0.20 MH/kg.

0.10 MH/kg.

0.08 MH/kg.

REBARS WORKS

3.0

MIXING MANUAL

32.00 MH/C.M.

16.00 MH/C.M.

12.80 MH/C.M.

4.0

MIXING MACHINE

3.60 MH/C.M.

1.80 MH/C.M.

1.44 MH/C.M.

3 / 19

LABOR PRODUCTION TABLE M A N W O R K

H O U R S

LOW

5.0

Q U A N T I T Y

AVERAGE

HIGH

MORE THAT 1.80 cm. POUR 5.01 CHUTE FOR TRUCK

14.00 MH/C.M.

7.00 MH/C.M.

5.60 MH/C.M.

5.02 CRANE and BUCKET

28.00 MH/C.M.

14.00 MH/C.M.

11.20 MH/C.M.

5.03 WHEELING

54.00 MH/C.M.

27.00 MH/C.M.

21.60 MH/C.M.

5.04 FINISHING

5.60 MH/S.M.

2.80 MH/S.M.

2.24 MH/S.M.

6.0

CONCRETE POUR ON ELEVATED and SHORED SLAB 42.00 MH/C.M.

21.00 MH/C.M.

16.80 MH/C.M.

7.0

PLACEMENT OF REBARS ON FOOTING

1.06 MH/kg.

0.53 MH/kg.

0.42 MH/kg.

8.0

FIELD FABRICATION OF REBARS

0.66 MH/kg.

0.33 MH/kg.

0.26 MH/kg.

1.01 SAND

1.20 MH/C.M.

0.60 MH/C.M.

0.48 MH/C.M.

1.02 SAND and MARL

1.60 MH/C.M.

0.80 MH/C.M.

0.64 MH/C.M.

1.03 MARL

2.20 MH/C.M.

1.10 MH/C.M.

0.88 MH/C.M.

FORMING, CHUTE and BUCKET

5.

P E R

D E S C R I P T I O N

TRADE

: EARTHWORKS : 1.0

MACHINE EXCAVATION

2.0

GRANULAR BACKFILL

2.40 MH/C.M.

1.20 MH/C.M.

0.96 MH/C.M.

3.0

GRANULAR BACKFILL

3.00 MH/C.M.

1.50 MH/C.M.

1.20 MH/C.M.

4.0

MANUAL FOUNDATION EXCAVATION and BACKFILL 4.01 SAND

8.00 MH/C.M.

4.00 MH/C.M.

3.20 MH/C.M.

4.02 EXCAVATION OF SAND and MARL

13.00 MH/C.M.

6.50 MH/C.M.

5.20 MH/C.M.

4.03 EXCAVATION OF MARL

21.00 MH/C.M.

10.50 MH/C.M.

8.40 MH/C.M.

4.04 BACKFILL OF SAND

11.00 MH/C.M.

5.50 MH/C.M.

4.40 MH/C.M.

4.05 BACKFILL OF SAND and MARL

16.00 MH/C.M.

8.00 MH/C.M.

6.40 MH/C.M.

4.06 BACKFILL OF MARL

24.00 MH/C.M.

12.00 MH/C.M.

9.60 MH/C.M.

5.0

6.0

FLOOR SLAB & GRADE 5.01 GRADING, MANUAL

2.60 MH/S.M.

1.30 MH/S.M.

1.04 MH/S.M.

5.02 EXCAVATION and BACKFILL

36.00 MH/C.M.

18.00 MH/C.M.

14.40 MH/C.M.

6.01 GRADING

0.90 MH/S.M.

0.45 MH/S.M.

0.36 MH/S.M.

6.02 FINISHING SOIL SURFACE

1.10 MH/S.M.

0.55 MH/S.M.

0.44 MH/S.M.

6.03 DIKES

2.40 MH/C.M.

1.20 MH/C.M.

0.96 MH/C.M.

BASE COURSE

0.24 MH/S.M.

0.12 MH/S.M.

0.10 MH/S.M.

CURBES and GUTTERS

3.60 MH/C.M.

1.80 MH/C.M.

1.44 MH/C.M.

4" thk. ROAD

2.60 MH/S.M.

1.30 MH/S.M.

1.04 MH/S.M.

6" thk. ROAD

2.80 MH/S.M.

1.40 MH/S.M.

1.12 MH/S.M.

8" thk. ROAD

3.00 MH/S.M.

1.50 MH/S.M.

1.20 MH/S.M.

TROWEL FINISH

0.64 MH/S.M.

0.32 MH/S.M.

0.26 MH/S.M.

SPECIAL TOPPING

2.40 MH/S.M.

1.20 MH/S.M.

0.96 MH/S.M.

4" STONE OR SHELL ROAD

0.64 MH/S.M.

0.32 MH/S.M.

0.26 MH/S.M.

5" STONE OR SHELL ROAD

0.84 MH/S.M.

0.42 MH/S.M.

0.34 MH/S.M.

6" STONE OR SHELL ROAD

1.04 MH/S.M.

0.52 MH/S.M.

0.42 MH/S.M.

ACID PROOFING

1.20 MH/C.M.

0.60 MH/C.M.

0.48 MH/C.M.

7.01 FINE GRADING

0.84 MH/S.M.

0.42 MH/S.M.

0.34 MH/S.M.

7.02 PLACE BASE COURSE

0.40 MH/S.M.

0.20 MH/S.M.

0.16 MH/S.M.

7.03 ASPHALT

0.40 MH/S.M.

0.20 MH/S.M.

0.16 MH/S.M.

FINE GRADING and FINISHING

6.04 ROAD WORS

7.0

ASPHALT PAVING

4 / 19

LABOR PRODUCTION TABLE M A N W O R K

8.0

9.0

H O U R S

P E R

Q U A N T I T Y

D E S C R I P T I O N LOW

AVERAGE

HIGH

8.01 FINE GRADING

0.84 MH/S.M.

0.42 MH/S.M.

0.34 MH/S.M.

8.02 INSTALL BRICK

8.40 MH/S.M.

4.20 MH/S.M.

3.36 MH/S.M.

0.64 MH/S.M.

0.32 MH/S.M.

0.26 MH/S.M.

0.84 MH/S.M.

0.42 MH/S.M.

0.34 MH/S.M.

1.04 MH/S.M.

0.52 MH/S.M.

0.42 MH/S.M.

ACID BLOCK OR PAVING BLOCK

CRUSH STONE OR SHELL SURFACING 9.01 FINE GRADING 9.02 PLACE, SPREAD and COMPACT STONE TO 4" thk. 9.03 OVER 8" thk.

10.0 TANK CUSHIONS

11.0

10.01 SAND CUSHIONS

1.40 MH/C.M.

0.70 MH/C.M.

0.56 MH/C.M.

10.02 ASPHALT RETAINER RING

0.40 MH/S.M.

0.20 MH/S.M.

0.16 MH/S.M.

4.00 MH/C.M.

2.00 MH/C.M.

1.60 MH/C.M.

12.01 COMMON EARTH

16.00 MH/C.M.

8.00 MH/C.M.

6.40 MH/C.M.

12.02 LOAN SAND

2.62 MH/C.M.

1.31 MH/C.M.

1.05 MH/C.M.

12.03 CLAY OR HEAVY SOIL

3.28 MH/C.M.

1.64 MH/C.M.

1.31 MH/C.M.

12.04 ROCK

5.26 MH/C.M.

2.63 MH/C.M.

2.10 MH/C.M.

NON-GRANULAR BACKFILL

12.0 EXCAVATION - MANUAL

13.0 MECHANICAL EXCAVATION 13.01 COMMON EARTH

13.34 MH/C.M.

6.67 MH/C.M.

5.34 MH/C.M.

13.02 ROCK W/ JACKHAMMER

33.34 MH/C.M.

16.67 MH/C.M.

13.34 MH/C.M.

14.0 BACKFILLING 14.01 COMMON MANUAL

1.64 MH/C.M.

0.82 MH/C.M.

0.66 MH/C.M.

10.00 MH/C.M.

5.00 MH/C.M.

4.00 MH/C.M.

0 TO 2MTS. DEPTH

2.50 MH/L.M.

1.25 MH/L.M.

1.00 MH/L.M.

2 TO 3MTS. DEPTH

3.34 MH/L.M.

1.67 MH/L.M.

1.34 MH/L.M.

3 TO 4MTS. DEPTH

5.00 MH/L.M.

2.50 MH/L.M.

2.00 MH/L.M.

4 TO 5MTS. DEPTH

6.66 MH/L.M.

3.33 MH/L.M.

2.66 MH/L.M.

0.21 MH/C.M.

0.11 MH/C.M.

0.08 MH/C.M.

14.02 GRAVEL FILL MANUAL 15.0 TRENCHING and BACKFILLING OF UNDERGROUND PIPING USING EXCAVATION MATERIALS MANUAL FROM

16.0 PLACING BINDER-GRAVEL 17.0 ESCOMBRO BACKFILLING

0.42 MH/C.M.

0.21 MH/C.M.

0.17 MH/C.M.

18.0 SPREADING, TAMPING and GRADING

0.96 MH/S.M.

0.48 MH/S.M.

0.38 MH/S.M.

19.0 MECHANICAL COMPACTION, PLATE COMPACTION

0.11 MH/C.M.

0.06 MH/C.M.

0.04 MH/C.M.

CLEARING UNDER GROWTH and TREES - 12"

0.10 MH/S.M.

0.05 MH/S.M.

0.04 MH/S.M.

CLEARING UNDER GROWTH and SHRUBS

0.06 MH/S.M.

0.03 MH/S.M.

0.02 MH/S.M.

21.0 DISPOSAL OF SOIL

3.38 MH/C.M.

1.69 MH/C.M.

1.35 MH/C.M.

22.0 HAULING OF SOIL

2.00 MH/C.M.

1.00 MH/C.M.

0.80 MH/C.M.

23.0 GRAVEL FILL

4.14 MH/C.M.

2.07 MH/C.M.

1.66 MH/C.M.

2.14 MH/C.M.

1.07 MH/C.M.

0.86 MH/C.M.

1/2" dia.

1.32 MH/L.M.

0.66 MH/L.M.

0.53 MH/L.M.

3/4" dia.

1.32 MH/L.M.

0.66 MH/L.M.

0.53 MH/L.M.

20.0 MANUAL CLEARING and GRUBBING

24.0 EXCAVATION - CRANE and CLAMPSHELL WITH 6-MEN and 2 CARPENTER

6.

TRADE

: UNDERGROUND PIPPING and PLUMBING WORKS 1.0

LYING ASBESTOS PIPES

5 / 19

LABOR PRODUCTION TABLE M A N W O R K

2.0

3.0

4.0

H O U R S

P E R

Q U A N T I T Y

D E S C R I P T I O N LOW

AVERAGE

HIGH

1" - 1/4" dia.

1.48 MH/L.M.

0.74 MH/L.M.

0.59 MH/L.M.

1 1/2" - 2" dia.

1.64 MH/L.M.

0.82 MH/L.M.

0.66 MH/L.M.

2 1/2" dia.

1.97 MH/L.M.

0.98 MH/L.M.

0.79 MH/L.M.

3" dia.

2.16 MH/L.M.

1.08 MH/L.M.

0.86 MH/L.M.

3 1/2" dia.

2.30 MH/L.M.

1.15 MH/L.M.

0.92 MH/L.M.

4" dia.

2.64 MH/L.M.

1.32 MH/L.M.

1.06 MH/L.M.

CAST IRON PIPE 2" dia.

4.38 MH/L.M.

2.19 MH/L.M.

1.75 MH/L.M.

4" dia.

6.58 MH/L.M.

3.29 MH/L.M.

2.63 MH/L.M.

6" dia.

9.84 MH/L.M.

4.92 MH/L.M.

3.94 MH/L.M.

8" dia.

13.14 MH/L.M.

6.57 MH/L.M.

5.26 MH/L.M.

10" dia.

19.70 MH/L.M.

9.85 MH/L.M.

7.88 MH/L.M.

12" dia.

20.62 MH/L.M.

10.31 MH/L.M.

8.25 MH/L.M.

14" dia.

24.10 MH/L.M.

12.05 MH/L.M.

9.64 MH/L.M.

16" dia.

27.38 MH/L.M.

13.69 MH/L.M.

10.95 MH/L.M. 12.27 MH/L.M.

18" dia.

30.68 MH/L.M.

15.34 MH/L.M.

20" dia.

32.86 MH/L.M.

16.43 MH/L.M.

13.14 MH/L.M.

24" dia.

36.14 MH/L.M.

18.07 MH/L.M.

14.46 MH/L.M.

30" dia.

41.08 MH/L.M.

20.54 MH/L.M.

16.43 MH/L.M.

LAYING PVC PIPE 1/2" - 3/4" dia.

0.38 MH/L.M.

0.19 MH/L.M.

0.15 MH/L.M.

1" - 1 1/4" dia.

1.48 MH/L.M.

0.74 MH/L.M.

0.59 MH/L.M.

1 1/2" - 2" dia.

1.64 MH/L.M.

0.82 MH/L.M.

0.66 MH/L.M.

2 1/2" dia.

1.96 MH/L.M.

0.98 MH/L.M.

0.78 MH/L.M.

3" dia.

2.16 MH/L.M.

1.08 MH/L.M.

0.86 MH/L.M.

4" dia.

2.62 MH/L.M.

1.31 MH/L.M.

1.05 MH/L.M.

5" dia.

3.28 MH/L.M.

1.64 MH/L.M.

1.31 MH/L.M.

6" dia.

4.92 MH/L.M.

2.46 MH/L.M.

1.97 MH/L.M.

24" dia.

8.00 MH/L.M.

4.00 MH/L.M.

3.20 MH/L.M.

36" dia.

12.80 MH/L.M.

6.40 MH/L.M.

5.12 MH/L.M.

48" dia.

21.34 MH/L.M.

10.67 MH/L.M.

8.54 MH/L.M.

LAYING RCP 8-MEN (1 TEAM)

2.66 MH/L.M.

1.33 MH/L.M.

1.06 MH/L.M.

5.0

LAVATORY

6" - 18" dia.

16.00 MH/EACH

8.00 MH/EACH

6.40 MH/EACH

6.0

WATER CLOSET

24.00 MH/EACH

12.00 MH/EACH

9.60 MH/EACH

7.0

URINAL UTILITY STALL

48.00 MH/EACH

24.00 MH/EACH

19.20 MH/EACH

8.0

URINAL, PEDESTAL TYPE

32.00 MH/EACH

16.00 MH/EACH

12.80 MH/EACH

9.0

SHOWER and STALL

20.00 MH/EACH

10.00 MH/EACH

8.00 MH/EACH

10.0 5-MAN GROUP SHOWER

72.00 MH/EACH

36.00 MH/EACH

28.80 MH/EACH

11.0

48.00 MH/EACH

24.00 MH/EACH

19.20 MH/EACH

12.0 SLOP SINK

BATH TUBS

28.00 MH/EACH

14.00 MH/EACH

11.20 MH/EACH

13.0 HOT WATER HEATER

28.00 MH/EACH

14.00 MH/EACH

11.20 MH/EACH

14.0 6-PERSON WASH SINK

52.00 MH/EACH

26.00 MH/EACH

20.80 MH/EACH

15.0 DRINKING FOUNTAIN

26.00 MH/EACH

13.00 MH/EACH

10.40 MH/EACH

16.0 EYE WASH

16.00 MH/EACH

8.00 MH/EACH

6.40 MH/EACH

17.0 MISCELLANEOUS FIXTURES

4.00 MH/EACH

2.00 MH/EACH

1.60 MH/EACH

18.0 PARTITIONS

16.00 MH/EACH

8.00 MH/EACH

6.40 MH/EACH

19.0 LAYING OF 24" dia. RCP

8.00 MH/PIPE

4.00 MH/PIPE

3.20 MH/PIPE

20.0 LAYING OF 36" dia. RCP

12.80 MH/PIPE

6.40 MH/PIPE

5.12 MH/PIPE

6 / 19

LABOR PRODUCTION TABLE M A N W O R K

21.0 LAYING OF 48" dia. RCP

7.

TRADE

H O U R S

P E R

Q U A N T I T Y

D E S C R I P T I O N LOW

AVERAGE

HIGH

21.32 MH/PIPE

10.66 MH/PIPE

8.53 MH/PIPE

: INSULATION

A.0 EQUIPMENT INSTALLATION 1.0

VESSELS, EXCHANGE and TANKS 1.01 FIELD FABRICATION INSULATION

2.0

3.0

5.00 MH/S.M.

2.50 MH/S.M.

2.00 MH/S.M.

1.02 FIELD FABRICATION SHEET METAL COVER

24.00 MH/S.M.

12.00 MH/S.M.

9.60 MH/S.M.

1.03 APPLY INSULATION

10.00 MH/S.M.

5.00 MH/S.M.

4.00 MH/S.M.

1.04 APPLY SHEET METAL COVER

10.00 MH/S.M.

5.00 MH/S.M.

4.00 MH/S.M.

PUMPS COMPRESSORS and TURBINES 2.01 FABRICATE

34.00 MH/S.M.

17.00 MH/S.M.

13.60 MH/S.M.

2.02 APPLY

60.00 MH/S.M.

30.00 MH/S.M.

24.00 MH/S.M.

PIPINGS and COMPONENT INSULATION 3.01 FIELD FABRICATE

8.00 MH/FLG

4.00 MH/FLG

3.20 MH/FLG

3.02 FIELD FABRICATE SHEET METAL COVER

1.60 MH/S.M.

0.80 MH/S.M.

0.64 MH/S.M.

3.03 APPLY INSULATION

8.

TRADE

5.40 MH/L.M.

2.70 MH/L.M.

2.16 MH/L.M.

3.04 APPLY SHEET METAL OR PAPER COVER

3.00 MH/EACH

1.50 MH/EACH

1.20 MH/EACH

3.05 FABRICATE INSTRUMENT COVER

16.00 MH/EACH

8.00 MH/EACH

6.40 MH/EACH

3.06 INSTALL INSTRUMENT COVER

12.00 MH/EACH

6.00 MH/EACH

4.80 MH/EACH

3.07 INSULATE PIPE HANGERS

8.00 MH/EACH

4.00 MH/EACH

3.20 MH/EACH

3.08 FOR STEAM TRACED LINES

7.40 MH/L.M.

3.70 MH/L.M.

2.96 MH/L.M.

3.09 REMOVAL OF OLD OR EXISTING INSULATION

3.00 MH/L.M.

1.50 MH/L.M.

1.20 MH/L.M.

: FIRE PROOFING 1.0

INSTALL STUDS

1.00 MH/EACH

0.50 MH/EACH

0.40 MH/EACH

2.0

INSTALL MESH

2.40 MH/S.M.

1.20 MH/S.M.

0.96 MH/S.M.

3.0

POURED: 3.01 FORMING

28.00 MH/S.M.

14.00 MH/S.M.

11.20 MH/S.M.

3.02 STRIP FORMS

12.00 MH/S.M.

6.00 MH/S.M.

4.80 MH/S.M.

140.00 MH/S.M.

70.00 MH/S.M.

56.00 MH/S.M.

3.04 CURING / PATCHING

1.20 MH/S.M.

0.60 MH/S.M.

0.48 MH/S.M.

3.05 FINISHING

1.40 MH/S.M.

0.70 MH/S.M.

0.56 MH/S.M.

5.40 MH/S.M.

2.70 MH/S.M.

2.16 MH/S.M.

2.40 MH/S.M.

1.20 MH/S.M.

0.96 MH/S.M.

1.60 MH/PC.

0.80 MH/PC.

0.64 MH/PC.

3.03 POUR CONCRETE

4.0

TROWEL, PLASTERED

5.0

PNEUMATIC APPLICATION

6.0

APPLY FINEBRICK OR BLOCK

7.0

REMOVAL OF EXISTING OR OLD FIREPROOFING

5.00 MH/S.M.

2.50 MH/S.M.

2.00 MH/S.M.

8.0

APPLY FIREPROOFING PAINT

6.00 MH/S.M.

3.00 MH/S.M.

2.40 MH/S.M.

10.00 MH/EACH

5.00 MH/EACH

4.00 MH/EACH

5.01 GUNITE

FIRE PROTECTION 1.0

FIRE PROTECTION EQUIPMENT INSTALLATION 1.01 MONITOR

7 / 19

LABOR PRODUCTION TABLE M A N W O R K

2.0

3.0

9.

TRADE

H O U R S

P E R

Q U A N T I T Y

D E S C R I P T I O N LOW

AVERAGE

HIGH

1.02 HOSE REELS and CARTS

30.00 MH/EACH

15.00 MH/EACH

12.00 MH/EACH

1.03 FIRE EXTINGUISHERS

10.00 MH/EACH

5.00 MH/EACH

4.00 MH/EACH

2.01 EYEWASH

20.00 MH/EACH

10.00 MH/EACH

8.00 MH/EACH

2.02 SAFETY SHOWERS

20.00 MH/EACH

10.00 MH/EACH

8.00 MH/EACH

2.03 BREATHING APPARATUS

10.00 MH/EACH

5.00 MH/EACH

4.00 MH/EACH

PERSONAL EQUIPMENT

SPRINKLER SYSTEM 3.01 SPRAY NOZZLES

2.00 MH/EACH

1.00 MH/EACH

0.80 MH/EACH

3.02 WATER CANNONS

10.00 MH/EACH

5.00 MH/EACH

4.00 MH/EACH

: PERMANENT FENCING: 1.0

INSTALL FENCE

2.40 MH/L.M.

1.20 MH/L.M.

0.96 MH/L.M.

2.0

INSTALL GATES

6.00 MH/L.M.

3.00 MH/L.M.

2.40 MH/L.M.

3.0

TO RAIL

0.60 MH/L.M.

0.30 MH/L.M.

0.24 MH/L.M.

4.0

BARBWIRE, 3-STRANDS

0.60 MH/L.M.

0.30 MH/L.M.

0.24 MH/L.M.

10. TRADE

: PAINTING WORKS 1.0

NEW STRUCTURAL STEEL

20.00 MH/TON

10.00 MH/TON

8.00 MH/TON

2.0

OLD STRUCTURAL STEEL

1.10 MH/S.M.

0.55 MH/S.M.

0.44 MH/S.M.

3.0

NEW FLAT PLATES

0.64 MH/S.M.

0.32 MH/S.M.

0.26 MH/S.M.

4.0

SURFACE PREPARATION 16.00 MH/TON

8.00 MH/TON

6.40 MH/TON

0.86 MH/S.M.

0.43 MH/S.M.

0.34 MH/S.M.

60.00 MH/TON

30.00 MH/TON

24.00 MH/TON

4.01 IN TERMS OF WEIGHT 4.02 IN TERMS OF AREA 5.0

11. TRADE

SAND PREPARATION

: HEATING VENTILATING and AIR CONDITIONING 1.0

HACK PIPING

2.0

DUCK WORK INSTALL

3.0

DUCK WORK FAB.

36.00 MH/S.M.

18.00 MH/S.M.

14.40 MH/S.M.

4.0

PACKAGE UNIT AIR CONDITIONER

48.00 MH/EACH

24.00 MH/EACH

19.20 MH/EACH

5.0

UNIT HEATER

24.00 MH/EACH

12.00 MH/EACH

9.60 MH/EACH

6.0

FINNED CONVERTER

10.00 MH/EACH

5.00 MH/EACH

4.00 MH/EACH

7.0

EXHAUST FAN, PROPELLER

16.00 MH/EACH

8.00 MH/EACH

6.40 MH/EACH

8.0

GRAVITY ROOF VENT

14.60 MH/L.M.

7.30 MH/L.M.

5.84 MH/L.M.

9.0

POWER ROOF VENT

48.00 MH/EACH

24.00 MH/EACH

19.20 MH/EACH

10.0 ROUND ROOF VENT

16.00 MH/EACH

8.00 MH/EACH

6.40 MH/EACH

7.00 MH/L.M.

3.50 MH/L.M.

2.80 MH/L.M.

11.0

PLUMBING PIPING

7.00 MH/L.M.

3.50 MH/L.M.

2.80 MH/L.M.

12.00 MH/S.M.

6.00 MH/S.M.

4.80 MH/S.M.

8 / 19

LABOR PRODUCTION TABLE M A N W O R K

12. TRADE

H O U R S

P E R

Q U A N T I T Y

D E S C R I P T I O N LOW

AVERAGE

HIGH

0.54 MH/L.M.

: MICELLANEOUS 1.0

WATER STOP INSTALLTION

1.34 MH/L.M.

0.67 MH/L.M.

2.0

CALLING-SLAB JOINT

0.40 MH/L.M.

0.20 MH/L.M.

0.16 MH/L.M.

3.0

ASPHALTING

1.60 MH/S.M.

0.80 MH/S.M.

0.64 MH/S.M.

4.0

GROUTING and TOOL PLASTERING

3.34 MH/S.M.

1.67 MH/S.M.

0.84 MH/S.M.

5.0

WATER PROOFING RUBBERIZED

1.10 MH/S.M.

0.55 MH/S.M.

0.28 MH/S.M.

6.0

COPPER CLADDING ROOF DECK

1.00 MH/L.M.

0.50 MH/L.M.

0.25 MH/L.M.

7.0

WATER PROOFING FLIMUTE

0.54 MH/S.M.

0.27 MH/S.M.

0.14 MH/S.M.

8.0

DEMOLITION OF ADOBE WALL

3.20 MH/C.M.

1.60 MH/C.M.

0.80 MH/C.M.

9.0

PAINTING

0.68 MH/S.M.

0.34 MH/S.M.

0.17 MH/S.M.

10.0 COPPER WATERSTOP-CUT and SHAPE

0.11 MH/L.M.

0.06 MH/L.M.

0.03 MH/L.M.

11.0

0.22 MH/L.M.

0.11 MH/L.M.

0.06 MH/L.M.

12.0 SETTING ANCHOR BOLTS

0.97 MH/kg.

0.49 MH/kg.

0.24 MH/kg.

13.0 SETTING ANCHOR BOXES

3.64 MH/C.M.

1.82 MH/C.M.

0.91 MH/C.M.

COPPER WATERSTOP-CUT INSTALLATION

9 / 19

PROJECT PROFILE Project : Location Client Architect Structural Consultant QS Consultant CFA GFA Duration Use of Building Number of Building Floors Reflected in Plans Floors Physical Count Foundation Scope of Works Other Informations

: : : : : : : : : : : : : : :

09/14/2020 BIDS AND CONTRACTS DEPARTMENT

10 of 19

09/14/2020 BIDS AND CONTRACTS DEPARTMENT

11 of 19

BID ACC Item

Work Description

A

Acquisition of Contract Documents

A.1 A.2 A.3 A.4 A.5 A.5.1 A.5.2 A.5.3 B B.1 B.2 B.2.1 B.2.2 B.3 B.3.1 B.3.2 B.3.3 B.4 B.5

Project Code Invitation To Bid Bid Documents Plan Review Bid Bulletin Bid Bulletin 1 Bid Bulletin 2 Bid Bulletin 3 Site Visit, Internal & External Meetings and Queries

D.1 D.2 D.3 D.4 D.4.1 D.4.2 D.4.3 D.5

Site Visit Internal Meeting Project Overview Technical Meeting Prebid Meeting Prebid Meeting 1 Prebid Meeting 2 Prebid Meeting 3 Minutes of Meeting Queries Work Determination / Quantity Takeoff Structural Works Architectural Works MEPF Works Earthworks Technical Requirements and Site Coordinations QA/QC Health and Safety Construction Methodology Schedule Construction Schedule Manpower Schedule Equipment Schedule Site Inputs

E

Quotations and Cost Derivations

C C.1 C.2 C.3 C.4 D

E.1 E.2 E.3 E.4 E.5 F F.1 F.1.1 F.1.2 F.1.3 F.2 F.2.1 F.2.2 F.2.3 F.2.4 F.2.5 F.2.6 F.2.7

Materials' Supplier Sub-Contractors Labor Skills/Qty Resources Equipment/Tools Resources General Prelims Technical and Financial Preparation Technical Preparation Follow-up Collating and Sorting Sealing Financial Preparation Inputing of all qty to BOQ Inputing of all cost to BOQ Preparation of Analysis, TSS and Cleaning of Worksheet Checking of Manager / Supervisor Checking of Boss / VP Final Checking / Refinement Material and Specification Compliance and Analysis

Attachments

Remarks

F.2.7 G G.1 G.2

Sealing Submission Technical Submission Financial Submission

BID ACCOMPLISHMENTS, REQUIREMENTS, ESTIMATE, COST, PROCEDURE AND MILESTONE (PROJECT NAM Start Date : End Date :

3-Oct-16

3-Oct-16

4-Oct-16

Check Date : Submission :

5-Oct-16

6-Oct-16

7-Oct-16

8-Oct-16

10-Oct-16

11-Oct-16

ILESTONE (PROJECT NAME) Accomplisment 12-Oct-16

13-Oct-16

14-Oct-16

15-Oct-16

10-Oct-16

11-Oct-16

12-Oct-16

13-Oct-16

14-Oct-16

15-Oct-16