LABOR PRODUCTIVITY TABLE

MANHOURS PER QUANTITY

WORK DESCRIPTION
LOW AVERAGE HIGH
I. EARTHWORKS

1.0 MACHINE EXCAVATION

1.01 Sand 1.20 MH/CM 0.60 MH/CM 0.48 MH/CM
1.02 Sand and Marl 1.60 MH/CM 0.80 MH/CM 0.64 MH/CM
1.03 Marl 2.20 MH/CM 1.10 MH/CM 0.88 MH/CM

2.0 GRANULAR BACKFILL 2.40 MH/CM 1.20 MH/CM 0.96 MH/CM

3.0 GRANULAR SOIL BACKFILL 3.00 MH/CM 1.50 MH/CM 1.20 MH/CM

4.0 MANUAL FOUNDATION EXCAVATION AND

4.01 Excavation of Sand 9.00 MH/CM 4.50 MH/CM 3.60 MH/CM
4.02 Excavation of Sand and Marl 13.00 MH/CM 6.50 MH/CM 5.20 MH/CM
4.03 Excavation of Marl 21.00 MH/CM 10.50 MH/CM 8.40 MH/CM
4.04 Backfill of Sand 11.00 MH/CM 5.50 MH/CM 4.40 MH/CM
4.05 Backfill of Sand and Marl 16.00 MH/CM 8.00 MH/CM 6.40 MH/CM
4.06 Backfill of Marl 24.00 MH/CM 12.00 MH/CM 9.60 MH/CM

5.0 FLOOR SLAB AND GRADE

5.01 Manual Grading 2.60 MH/SM 1.30 MH/SM 1.04 MH/SM
5.02 Excavation and Backfill 36.00 MH/CM 18.00 MH/CM 14.40 MH/CM

6.0 FINE GRADING AND FINISHING

6.01 Grading 0.90 MH/SM 0.45 MH/SM 0.36 MH/SM
6.02 Finishing Soil Surface 1.10 MH/SM 0.55 MH/SM 0.44 MH/SM
6.03 Dikes 2.40 MH/CM 1.20 MH/CM 0.96 MH/CM
6.04 Road Works
a. Base Coarse 0.24 MH/SM 0.12 MH/SM 0.10 MH/SM
b. Curves and Gutters 3.60 MH/CM 1.80 MH/CM 1.44 MH/CM
c. 4" thk. Road 2.60 MH/SM 1.30 MH/SM 1.04 MH/SM
d. 6" thk. Road 2.80 MH/SM 1.40 MH/SM 1.12 MH/SM
e. 8" thk. Road 3.00 MH/SM 1.50 MH/SM 1.20 MH/SM
f. Trowel Finish 0.64 MH/SM 0.32 MH/SM 0.26 MH/SM
g. Special Topping 2.40 MH/SM 1.20 MH/SM 0.96 MH/SM
h. 4" Stone or Shell Road 0.64 MH/SM 0.32 MH/SM 0.26 MH/SM
i. 6" Stone or Shell Road 0.84 MH/SM 0.42 MH/SM 0.34 MH/SM
j. 8" Stone or Shell Road 1.04 MH/SM 0.52 MH/SM 0.42 MH/SM
k. Acid Proofing 1.20 MH/CM 0.60 MH/CM 0.48 MH/CM

7.0 ASPHALT PAVING 0.84 MH/SM 0.42 MH/SM 0.34 MH/SM

7.01 Fine Grading 0.40 MH/SM 0.20 MH/SM 0.16 MH/SM
7.02 Place Base Coarse 0.40 MH/SM 0.20 MH/SM 0.16 MH/SM
7.03 Asphalt

8.0 ACID BLOCK OR PAVING BLOCK

8.01 Fine Grading 0.84 MH/SM 0.42 MH/SM 0.34 MH/SM
8.02 Install Brick 8.40 MH/SM 4.20 MH/SM 3.36 MH/SM
9.0 CRUSH STONE OR SHELL SURFACING
9.01 Fine Grading 0.64 MH/SM 0.32 MH/SM 0.26 MH/SM
9.02 Place, Spread, and Compact stone to 0.84 MH/SM 0.42 MH/SM 0.34 MH/SM
9.03 Over 8" 1.04 MH/SM 0.52 MH/SM 0.42 MH/SM

10.0 TANK CUSHIONS

10.01 Sand Cushions 1.40 MH/CM 0.70 MH/CM 0.56 MH/CM
10.02 Asphalt Retainer Ring 0.40 MH/SM 0.20 MH/SM 0.16 MH/SM

11.0 NON-GRANULAR BACKFILL 4.00 MH/CM 2.00 MH/CM 1.60 MH/CM

 12.0 EXCAVATION - MANUAL
12.01 Common Earth 16.00 MH/CM 8.00 MH/CM 6.40 MH/CM
12.02 Loam of sand 2.62 MH/CM 1.31 MH/CM 1.05 MH/CM
12.03 Clay of Heavy Soil 3.28 MH/CM 1.64 MH/CM 1.31 MH/CM
12.04 Rock 5.26 MH/CM 2.63 MH/CM 2.10 MH/CM

13.0 MECHANICAL EXCAVATION

13.01 Common Earth 13.34 MH/CM 6.67 MH/CM 5.34 MH/CM
13.02 Rock with Jackhammer 33.34 MH/CM 16.67 MH/CM 13.34 MH/CM

14.0 BACKFILLING
14.01 Common Manual 1.64 MH/CM 0.82 MH/CM 0.66 MH/CM
14.02 Gravel Fill Manual 10.00 MH/CM 5.00 MH/CM 4.00 MH/CM

15.0 MANUAL TRENCHING AND BACKFILLING OF

From 0 to 2 mtrs depth 2.50 MH/LM 1.25 MH/LM 1.00 MH/LM
2 to 3 mtrs depth 3.34 MH/LM 1.67 MH/LM 1.34 MH/LM
3 to 4 mtrs depth 5.00 MH/LM 2.50 MH/LM 2.00 MH/LM
4 to 5 mtrs depth 6.66 MH/LM 3.33 MH/LM 2.66 MH/LM

16.0 PLACING BINDER - GRAVEL 0.21 MH/CM 0.11 MH/CM 0.08 MH/CM

17.0 ESCOMBRO BACKFILLING 0.42 MH/CM 0.21 MH/CM 0.17 MH/CM

18.0 SPREADING, TAMPING AND GRADING 0.96 MH/SM 0.48 MH/SM 0.38 MH/SM

19.0 MECHANICAL COMPACTION, PLATE 0.11 MH/CM 0.06 MH/CM 0.04 MH/CM

20.0 MANUAL CLEARING AND GRUBBING

20.01 Clearing Undergrowth and Trees - 12" 0.10 MH/SM 0.05 MH/SM 0.04 MH/SM
20.02 Clearing Undergrowth & Shrubs 0.06 MH/SM 0.03 MH/SM 0.02 MH/SM

21.0 DISPOSAL OF SOIL 3.38 MH/CM 1.69 MH/CM 1.35 MH/CM

22.0 HAULING OF SOIL 2.00 MH/CM 1.00 MH/CM 0.80 MH/CM

23.0 GRAVEL FILL 4.14 MH/CM 2.07 MH/CM 1.66 MH/CM

24.0 EXCAVATION - CRANE & CLAMSHELL

with 8 men and 2 carpenters 2.14 MH/CM 1.07 MH/CM 0.86 MH/CM

II. CARPENTRY WORKS

1.0 FORMWORKS INSTALLATION

1.01 Wall on Ground 4.00 MH/SM 2.00 MH/SM 1.60 MH/SM
1.02 Wall above Ground 4.70 MH/SM 2.35 MH/SM 1.88 MH/SM
1.03 Beams 6.16 MH/SM 3.08 MH/SM 2.46 MH/SM
1.04 Columns 4.70 MH/SM 2.35 MH/SM 1.88 MH/SM
1.05 Suspended Slab
a. 0 to 18" 3.34 MH/SM 1.67 MH/SM 1.34 MH/SM
b. 18" to 36" up 6.66 MH/SM 3.33 MH/SM 2.66 MH/SM
1.06 Elevated & Shored Slab Forming
a. Forming Only 17.20 MH/SM 8.60 MH/SM 6.88 MH/SM
b. Forming and Shoring 22.00 MH/SM 11.00 MH/SM 8.80 MH/SM
1.07 Wood Wall and Partitions 1.00 MH/SM 0.50 MH/SM 0.40 MH/SM

2.0 FORMWORKS FABRICATION 2.15 MH/SM 1.08 MH/SM 0.86 MH/SM

3.0 STRIPPING OF FORMWORKS

3.01 Wall on Ground 0.50 MH/SM 0.25 MH/SM 0.20 MH/SM
3.02 Wall above 10" 2.58 MH/SM 1.29 MH/SM 1.03 MH/SM
3.03 Beams 2.06 MH/SM 1.03 MH/SM 0.82 MH/SM
3.04 Columns 1.70 MH/SM 0.85 MH/SM 0.68 MH/SM
 3.05 Suspended Slab
a. 0 to 18" 1.67 MH/SM 0.84 MH/SM 0.67 MH/SM
b. 18" to 36" up 2.16 MH/SM 1.08 MH/SM 0.86 MH/SM
3.06 Elevated & Shored Slab Forming - 7.00 MH/SM 3.50 MH/SM 2.80 MH/SM
3.07 Floor Slab at Grade - Strip of Forms 5.60 MH/SM 2.80 MH/SM 2.24 MH/SM

4.0 INSTALLATION OF CARPENTRY WORKS

4.01 Plywood Partition 2.00 MH/PC 1.00 MH/PC 0.80 MH/PC
4.02 T & G Flooring and Siding 0.29 MH/BF 0.15 MH/BF 0.12 MH/BF
4.03 Ceiling Framework 0.73 MH/BF 0.37 MH/BF 0.29 MH/BF
4.04 Siding Framework 0.53 MH/BF 0.27 MH/BF 0.21 MH/BF
4.05 Flooring Framing 1.94 MH/BF 0.97 MH/BF 0.78 MH/BF
4.06 Wooden Post Erection 0.85 MH/BF 0.43 MH/BF 0.34 MH/BF
4.07 Truss Fabrication 0.70 MH/BF 0.35 MH/BF 0.28 MH/BF
4.08 Truss Installation 1.60 MH/BF 0.80 MH/BF 0.64 MH/BF
4.09 Girt Installation 0.43 MH/BF 0.22 MH/BF 0.17 MH/BF
4.10 Plates Installation 0.27 MH/BF 0.14 MH/BF 0.11 MH/BF
4.11 Purlins Installation 0.53 MH/BF 0.27 MH/BF 0.21 MH/BF
4.12 Facia Board Installation 0.91 MH/BF 0.46 MH/BF 0.36 MH/BF
4.13 1/4" or 3/4" thk plywood
a. cutting by manual 2.00 MH/PC 1.00 MH/PC 0.80 MH/PC
b. assembly 0.83 MH/SH 0.42 MH/SH 0.33 MH/SH
4.14 Ceiling
a. Frame Installation 2.66 MH/SM 1.33 MH/SM 1.06 MH/SM
b. Plywood Installation 2.00 MH/SH 1.00 MH/SH 0.80 MH/SH
4.15 Cabinet Boarding 0.26 MH/BF 0.13 MH/BF 0.10 MH/BF
4.16 Cabinet Framing 0.36 MH/BF 0.18 MH/BF 0.14 MH/BF
4.17 Wood Wall Partitions 1.00 MH/SM 0.50 MH/SM 0.40 MH/SM
4.18 Panel Wall 14.00 MH/SM 7.00 MH/SM 5.60 MH/SM
4.19 Forming Weights Anchor Bolts 9.00 MH/SM 4.50 MH/SM 3.60 MH/SM
4.20 Wet Forming 7.00 MH/SM 3.50 MH/SM 2.80 MH/SM

5.0 DOORS AND WINDOWS

5.01 W-Panel Installation 0.80 MH/PC 0.40 MH/PC 0.32 MH/PC
5.02 Steel Window Installation 4.00 MH/PC 2.00 MH/PC 1.60 MH/PC
5.03 Louver Window Installation
a. Fixed Asbestos 9.26 MH/SM 4.63 MH/SM 3.70 MH/SM
b. Fixed Metal Louvers 6.24 MH/SM 3.12 MH/SM 2.50 MH/SM
c. Fixed G.I. Sheet 9.26 MH/SM 4.63 MH/SM 3.70 MH/SM
d. Fixed Glass 6.24 MH/SM 3.12 MH/SM 2.50 MH/SM
e. Fixed Wood 6.76 MH/SM 3.38 MH/SM 2.70 MH/SM
5.04 Aluminum Framed Windows 20.00 MH/PC 10.00 MH/PC 8.00 MH/PC
5.05 Sliding Glass Door 24.00 MH/PC 12.00 MH/PC 9.60 MH/PC
5.06 Hollow Metal Door 20.00 MH/PC 10.00 MH/PC 8.00 MH/PC
5.07 Rolling Door 50.00 MH/PC 25.00 MH/PC 20.00 MH/PC
5.08 Fixed Window 0.63 MH/SF 0.32 MH/SF 0.25 MH/SF
5.09 Door Lockset 3.20 MH/SET 1.60 MH/SET 1.28 MH/SET
5.10 Door Jamb
a. Fabrication 0.44 MH/BF 0.22 MH/BF 0.18 MH/BF
b. Installation 0.66 MH/BF 0.33 MH/BF 0.26 MH/BF
5.11 Cyclone Wire Installation 6.24 MH/SM 3.12 MH/SM 2.50 MH/SM

III. MASONRY WORKS

1.0 GROUTING AND TDL PLASTERING 3.34 MH/SM 1.67 MH/SM 1.34 MH/SM

2.0 PEBBLE FINISH 2.86 MH/SM 1.43 MH/SM 1.14 MH/SM

3.0 MARBLE INSTALLATION 4.00 MH/SM 2.00 MH/SM 1.60 MH/SM

4.0 1/4' x 2" x 8" RED BRICKS 10.00 MH/SM 5.00 MH/SM 4.00 MH/SM

5.0 GLAZED TILES 21.06 MH/SM 10.53 MH/SM 8.42 MH/SM

 6.0 UNGLAZED TILES 8.70 MH/SM 4.35 MH/SM 3.48 MH/SM

7.0 GLAZED WALL TILES 6.00 MH/SM 3.00 MH/SM 2.40 MH/SM
8.0 CONCRETE BLOCK EXT. WALL 9.00 MH/SM 4.50 MH/SM 3.60 MH/SM

9.0 CONCRETE BLOCK INT. WALL 8.00 MH/SM 4.00 MH/SM 3.20 MH/SM

10.0 BRICKWORK 1.00 MH/SM 0.50 MH/SM 0.40 MH/SM

11.0 PLASTER WALL AND CEILING 6.00 MH/SM 3.00 MH/SM 2.40 MH/SM

12.0 HOLLOW TILE WALL 4.00 MH/SM 2.00 MH/SM 1.60 MH/SM

13.0 ACCOUSTIC CEILING 2.40 MH/SM 1.20 MH/SM 0.96 MH/SM

14.0 VINYL FLOOR TILE 3.60 MH/SM 1.80 MH/SM 1.44 MH/SM

15.0 UNGLAZED OR MOSAIC TILE 17.00 MH/SM 8.50 MH/SM 6.80 MH/SM

16.0 LAYING OF CHB OR ADOBE 2.28 MH/SM 1.14 MH/SM 0.91 MH/SM

17.0 CEMENT FINISH 4.13 MH/SM 2.07 MH/SM 1.65 MH/SM

18.0 CONCRETE HOLLOW BLOCK LAYING

18.01 4" CHB 2.66 MH/SM 1.33 MH/SM 1.06 MH/SM
18.02 6" CHB 3.20 MH/SM 1.60 MH/SM 1.28 MH/SM
18.03 8" CHB 4.00 MH/SM 2.00 MH/SM 1.60 MH/SM

19.0 VIT. FLOOR TILES 10.66 MH/SM 5.33 MH/SM 4.26 MH/SM

20.0 VIT. WALL TILES 11.94 MH/SM 5.97 MH/SM 4.78 MH/SM

IV. TINSMITHING WORKS

1.0 CORRUGATED G.I. SHEET
1.01 Lifting 2.16 MH/SM 1.08 MH/SM 0.86 MH/SM
1.02 Installation 6.12 MH/SM 3.06 MH/SM 2.45 MH/SM

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/LM 0.51 MH/LM 0.40 MH/LM

5.0 FABRICATION 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/SM 0.82 MH/SM 0.66 MH/SM

7.0 FABRICATION OF G.I. GUTTER 1.05 MH/LM 0.53 MH/LM 0.42 MH/LM

8.0 FABRICATION OF DOWNSPOUT 1.94 MH/LM 0.97 MH/LM 0.78 MH/LM

9.0 GUTTER- CUT AND SHAPE 0.32 MH/LM 0.16 MH/LM 0.13 MH/LM

10.0 INSTALLATION OF GUTTER 1.78 MH/LM 0.89 MH/LM 0.71 MH/LM

11.0 DOWNSPOUT - CUT AND SHAPE 0.59 MH/LM 0.30 MH/LM 0.24 MH/LM

12.0 DOWNSPOUT INSTALLATION 0.27 MH/LM 0.14 MH/LM 0.11 MH/LM

13.0 CORRUGARED G.I. ROOFING 3.60 MH/SM 1.80 MH/SM 1.44 MH/SM

14.0 CORRUGATED ALUMINUM ROOFING 3.60 MH/SM 1.80 MH/SM 1.44 MH/SM
15.0 BUILT-UP ROOFING 4-PLY 17.00 MH/SM 8.50 MH/SM 6.80 MH/SM
 16.0 PROTECTED METAL 4.00 MH/SM 2.00 MH/SM 1.60 MH/SM

17.0 CORR. ASBESTOS, INSTALLATION, LIFTING , AND 3.40 MH/SM 1.70 MH/SM 1.36 MH/SM

18.0 LEADERS AAND GUTTERS 1.20 MH/SM 0.60 MH/SM 0.48 MH/SM

V. CONCRETE WORKS
1.0 PLACING CONCRETE
1.01 Slab on Fill 10.00 MH/CM 5.00 MH/CM 4.00 MH/CM
1.02 Slip Form 50.00 MH/CM 25.00 MH/CM 20.00 MH/CM
1.03 Flr. Finish Unhardened 2.00 MH/CM 1.00 MH/CM 0.80 MH/CM
1.04 Concrete Finish Hardened 2.86 MH/SM 1.43 MH/SM 1.14 MH/SM

2.0 REBAR WORKS

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

3.0 MANUAL MIXING 32.00 MH/CM 16.00 MH/CM 12.80 MH/CM

4.0 MACHINE MIXING 3.60 MH/CM 1.80 MH/CM 1.44 MH/CM

5.0 MORE THAN 1.80 CU.M. POUR

5.01 Chute From Truck 14 MH/CM 7.00 MH/CM 5.60 MH/CM
5.02 Crane and Bucket 28 MH/CM 14.00 MH/CM 11.20 MH/CM
5.03 Wheeling 54 MH/CM 27.00 MH/CM 21.60 MH/CM
5.04 Finishing 5.6 MH/SM 2.80 MH/SM 2.24 MH/SM

6.0 CONCRETE POURMON ELEVATED AND SHORED 42.00 MH/CM 21.00 MH/CM 16.80 MH/CM

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

VI. UNDERGROUND PIPING AND PLUMBING WORKS

1.0 LAYING ASBESTOS PIPES
1.01 1/2"Ø 1.32 MH/LM 0.66 MH/LM 0.53 MH/LM
1.02 3/4"Ø 1.32 MH/LM 0.66 MH/LM 0.53 MH/LM
1.03 1" - 1-1/4"Ø 1.48 MH/LM 0.74 MH/LM 0.59 MH/LM
1.04 1'1/2" - 2"Ø 1.64 MH/LM 0.82 MH/LM 0.66 MH/LM
1.05 2-1/2"Ø 1.97 MH/LM 0.99 MH/LM 0.79 MH/LM
1.06 3"Ø 2.16 MH/LM 1.08 MH/LM 0.86 MH/LM
1.07 3-1/2"Ø 2.30 MH/LM 1.15 MH/LM 0.92 MH/LM
1.08 4"Ø 2.64 MH/LM 1.32 MH/LM 1.06 MH/LM

2.0 LAYING CAST IRON PIPES

2.01 2"Ø 4.38 MH/LM 2.19 MH/LM 1.75 MH/LM
2.02 4"Ø 6.50 MH/LM 3.25 MH/LM 2.60 MH/LM
2.03 6"Ø 9.84 MH/LM 4.92 MH/LM 3.94 MH/LM
2.04 8"Ø 13.14 MH/LM 6.57 MH/LM 5.26 MH/LM
2.05 10"Ø 19.70 MH/LM 9.85 MH/LM 7.88 MH/LM
2.06 12"Ø 20.62 MH/LM 10.31 MH/LM 8.25 MH/LM
2.07 14"Ø 24.10 MH/LM 12.05 MH/LM 9.64 MH/LM
2.08 16"Ø 27.38 MH/LM 13.69 MH/LM 10.95 MH/LM
2.09 18"Ø 30.68 MH/LM 15.34 MH/LM 12.27 MH/LM
2.10 20"Ø 32.86 MH/LM 16.43 MH/LM 13.14 MH/LM
2.11 24"Ø 36.14 MH/LM 18.07 MH/LM 14.46 MH/LM
2.12 30"Ø 41.08 MH/LM 20.54 MH/LM 16.43 MH/LM

3.0 LAYING PVC PIPES

3.01 1/2" - 3/4"Ø 0.38 MH/LM 0.19 MH/LM 0.15 MH/LM
3.02 1" - 1-1/4"Ø 1.48 MH/LM 0.74 MH/LM 0.59 MH/LM
3.03 1'1/2" - 2"Ø 1.64 MH/LM 0.82 MH/LM 0.66 MH/LM
 3.04 2-1/2"Ø 1.96 MH/LM 0.98 MH/LM 0.78 MH/LM
3.05 3"Ø 2.16 MH/LM 1.08 MH/LM 0.86 MH/LM
3.06 4"Ø 2.62 MH/LM 1.31 MH/LM 1.05 MH/LM
3.07 5"Ø 3.20 MH/LM 1.60 MH/LM 1.28 MH/LM
3.08 6"Ø 4.92 MH/LM 2.46 MH/LM 1.97 MH/LM

4.0 LAYING RCP 8-Men (1 Team)

4.01 6" - 10"Ø 2.66 MH/LM 1.33 MH/LM 1.06 MH/LM
4.02 24"Ø 8.00 MH/LM 4.00 MH/LM 3.20 MH/LM
4.03 36"Ø 12.80 MH/LM 6.40 MH/LM 5.12 MH/LM
4.04 48"Ø 21.34 MH/LM 10.67 MH/LM 8.54 MH/LM

5.0 LAVATORY 16.00 MH/PC 8.00 MH/PC 6.40 MH/PC

6.0 WATER CLOSET 24.00 MH/PC 12.00 MH/PC 9.60 MH/PC

7.0 URINAL, UTILITY STALL 48.00 MH/PC 24.00 MH/PC 19.20 MH/PC

8.0 URINAL, PEDESTAL TYPE 32.00 MH/PC 16.00 MH/PC 12.80 MH/PC

9.0 SHOWER AND STALL 20.00 MH/PC 10.00 MH/PC 8.00 MH/PC

10.0 5-MAN GROUP SHOWER 72.00 MH/PC 36.00 MH/PC 28.80 MH/PC

11.0 BATH TUBS 48.00 MH/PC 24.00 MH/PC 19.20 MH/PC

12.0 SLOPE SINK 28.00 MH/PC 14.00 MH/PC 11.20 MH/PC

13.0 HOT WATER HEATER 28.00 MH/PC 14.00 MH/PC 11.20 MH/PC

14.0 6-PERSON WASH SINK 52.00 MH/PC 26.00 MH/PC 20.80 MH/PC

15.0 DRINKING FOUNTAIN 26.00 MH/PC 13.00 MH/PC 10.40 MH/PC

16.0 EYE WASH 16.00 MH/PC 8.00 MH/PC 6.40 MH/PC

17.0 MISCELLANEOUS FIXTURES 4.00 MH/PC 2.00 MH/PC 1.60 MH/PC

18.0 PARTITIONS 16.00 MH/PC 8.00 MH/PC 6.40 MH/PC

19.0 LAYING OF 24"Ø RCP 8.00 MH/PIPE 4.00 MH/PIPE 3.20 MH/PIPE

20.0 LAYING OF 36"Ø RCP 18.80 MH/PIPE 9.40 MH/PIPE 7.52 MH/PIPE

21.0 LAYING OF 48"Ø RCP 21.32 MH/PIPE 10.66 MH/PIPE 8.53 MH/PIPE

VII. INSULATION

1.0 VESSELS, EXCHANGES AND TANKS

1.01 Field Fabrication and Insulation 5.00 MH/SM 2.50 MH/SM 2.00 MH/SM
1.02 Field Fabrication Sht Metal Cover 24.00 MH/SM 12.00 MH/SM 9.60 MH/SM
1.03 Apply Insulation 10.00 MH/SM 5.00 MH/SM 4.00 MH/SM
1.04 Apply Sheet Metal Cover 10.00 MH/SM 5.00 MH/SM 4.00 MH/SM

2.0 PUMPS, COMPRESSORS AND TURBINES

2.01 Fabricate 34.00 MH/SM 17.00 MH/SM 13.60 MH/SM
2.02 Apply 60.00 MH/SM 30.00 MH/SM 24.00 MH/SM

3.0 PIPING AND COMPONENT INSULATION

3.01 Field Fabricate 8.00 MH/FLG 4.00 MH/FLG 3.20 MH/FLG
3.02 Field Fabricate Sht Metal Cover 1.60 MH/SM 0.80 MH/SM 0.64 MH/SM
3.03 Apply Insulation 5.40 MH/LM 2.70 MH/LM 2.16 MH/LM
3.04 Apply Sheet Metal or Paper Cover 3.00 MH/PC 1.50 MH/PC 1.20 MH/PC
3.05 Fabricate Instrument Cover 16.00 MH/PC 8.00 MH/PC 6.40 MH/PC
 3.06 Install Instrument Cover 12.00 MH/PC 6.00 MH/PC 4.80 MH/PC
3.07 Insulate Pipe Hangers 8.00 MH/PC 4.00 MH/PC 3.20 MH/PC
3.08 For Steam Traced Lines 7.40 MH/LM 3.70 MH/LM 2.96 MH/LM
3.09 Removal of Old or Existing Insulation 3.00 MH/LM 1.50 MH/LM 1.20 MH/LM

VIII. FIRE PROOFING

1.0 INSTALL STUBS 1.00 MH/PC 0.50 MH/PC 0.40 MH/PC

2.0 INSTALL MESH 2.40 MH/SM 1.20 MH/SM 0.96 MH/SM

3.0 POURING
3.01 Forming 28.00 MH/SM 14.00 MH/SM 11.20 MH/SM
3.02 Strip Forms 12.00 MH/SM 6.00 MH/SM 4.80 MH/SM
3.03 Pour Concrete 140.00 MH/LM 70.00 MH/LM 56.00 MH/LM
3.04 Curing / Patching 1.20 MH/SM 0.60 MH/SM 0.48 MH/SM
3.05 Finishing 1.40 MH/SM 0.70 MH/SM 0.56 MH/SM

4.0 TROWEL, PLASTERED 5.40 MH/SM 2.70 MH/SM 2.16 MH/SM

5.0 PNEUMATIC APPLICATION

5.01 Bunite 2.40 MH/SM 1.20 MH/SM 0.96 MH/SM
6.0 APPLY FINE BRICK OR BLOCK 1.60 MH/PC 0.80 MH/PC 0.64 MH/PC

7.0 REMOVAL OF EXISTING OR OLD FIREPROOFING 5.00 MH/SM 2.50 MH/SM 2.00 MH/SM

8.0 APPLY FIREPROOFING PAINT 6.00 MH/SM 3.00 MH/SM 2.40 MH/SM

IX. FIRE PROTECTION

1.0 FIRE PROTECTION EQUIPMENT INSTALLATION
1.01 Monitor 10.00 MH/PC 5.00 MH/PC 4.00 MH/PC
1.02 Hose Reels 30.00 MH/PC 15.00 MH/PC 12.00 MH/PC
1.03 Fire Extinguishers 10.00 MH/PC 5.00 MH/PC 4.00 MH/PC

2.0 PERSONAL EQUIPMENT

2.01 Eye Wash 20.00 MH/PC 10.00 MH/PC 8.00 MH/PC
2.02 Safety Showers 20.00 MH/PC 10.00 MH/PC 8.00 MH/PC
2.03 Breathing Apparatus 10.00 MH/PC 5.00 MH/PC 4.00 MH/PC

3.0 SPRINKLER SYSTEM

3.01 Spray Nozzles 2.00 MH/PC 1.00 MH/PC 0.80 MH/PC
3.02 Water Cannons 10.00 MH/PC 5.00 MH/PC 4.00 MH/PC

X. HEATING VENTILLATION AND AIR CONDITIONING

1.0 HACV PIPING 7.00 MH/LM 3.50 MH/LM 2.80 MH/LM

2.0 INSTALL DUCK WORK 12.00 MH/SM 6.00 MH/SM 4.80 MH/SM

3.0 DUCK WORK FABRICATION 36.00 MH/SM 18.00 MH/SM 14.40 MH/SM

4.0 PACKAGE UNIT AIR CONDITIONER 18.00 MH/PC 9.00 MH/PC 7.20 MH/PC

5.0 UNIT HEATER 24.00 MH/PC 12.00 MH/PC 9.60 MH/PC

6.0 FINNED CONVERTER 10.00 MH/PC 5.00 MH/PC 4.00 MH/PC

7.0 EXHAUST FAN, PROPELLER 16.00 MH/PC 8.00 MH/PC 6.40 MH/PC

8.0 GRAVITY ROOF VENT 14.60 MH/LM 7.30 MH/LM 5.84 MH/LM

9.0 POWER ROOF VENT 48.00 MH/PC 24.00 MH/PC 19.20 MH/PC

10.0 ROUND ROOF VENT 16.00 MH/PC 8.00 MH/PC 6.40 MH/PC
 11.0 PLUMBING PIPING 7.00 MH/LM 3.50 MH/LM 2.80 MH/LM

XI. PERMANENT FENCING

1.0 INSTALL FENCE 2.40 MH/LM 1.20 MH/LM 0.96 MH/LM

2.0 INSTALL GATES 6.00 MH/LM 3.00 MH/LM 2.40 MH/LM

3.0 TO RAIL 0.60 MH/LM 0.30 MH/LM 0.24 MH/LM

4.0 BARBWIRE, 3-STRANDS 0.60 MH/LM 0.30 MH/LM 0.24 MH/LM

XII. 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/SM 0.55 MH/SM 0.44 MH/SM

3.0 NEW FLAT PLATES 0.64 MH/SM 0.32 MH/SM 0.26 MH/SM

4.0 SURFACE PREPARATION

4.01 In terms of weight 16.00 MH/TON 8.00 MH/TON 6.40 MH/TON
4.02 In terms of area 0.86 MH/SM 0.43 MH/SM 0.34 MH/SM

5.0 SAND PREPARATION 60.00 MH/TON 30.00 MH/TON 24.00 MH/TON

XIII. MISCELLANEOUS WORKS

1.0 WATER STOP INSTALLATION 1.34 MH/LM 0.67 MH/LM 0.54 MH/LM

2.0 CAULING-SLAB JOINT 0.40 MH/LM 0.20 MH/LM 0.16 MH/LM

3.0 ASPHALTING 1.60 MH/SM 0.80 MH/SM 0.64 MH/SM

4.0 GROUTING AND TOOL PLASTERING 3.34 MH/SM 1.67 MH/SM 1.34 MH/SM

5.0 WATER PROOFING RUBBERIZED 1.10 MH/SM 0.55 MH/SM 0.44 MH/SM

6.0 COPPER CLADDING ROOF DECK 1.00 MH/LM 0.50 MH/LM 0.40 MH/LM

7.0 WATER PROOFING FLINKOTE 0.54 MH/SM 0.27 MH/SM 0.22 MH/SM

8.0 DEMOLITION OF ADOBE WALL 3.20 MH/CM 1.60 MH/CM 1.28 MH/CM

9.0 PAINTING 0.68 MH/SM 0.34 MH/SM 0.27 MH/SM

10.0 COPPER WATER STOP-CUT AND SHAPE 0.11 MH/LM 0.06 MH/LM 0.04 MH/LM

11.0 COPPER WATER STOP-CUT INSTALLATION 0.22 MH/LM 0.11 MH/LM 0.09 MH/LM

12.0 SETTING ANCHOR BOLTS 0.97 MH/Kg 0.49 MH/Kg 0.39 MH/Kg

13.0 SETTING ANCHOR BOXES 3.64 MH/CM 1.82 MH/CM 1.46 MH/CM

LEGEND:
MH/CM = Manhour per Cubic Meter
MH/SM = Manhour per Square Meter
MH/LM = Manhour per Linear Meter
MH/SF = Manhour per Square Foot
MH/BF = Manhour per Board-foot
MH/SHT = Manhour per Sheet
MH/Kg = Manhour per Cubic Kilogram
MH/TON = Manhour per Ton
MH/PIPE = Manhour per Pipe
MH/PC = Manhour per piece