EARTHWORKS

Man-hour per quantity

DESCRIPTION LOW AVERAGE HIGH
Qty Unit Qty Unit Qty Unit
1.1 Machine Excavation
Sand 1.20 MH/CM 0.60 MH/CM 0.48 MH/CM
Sand and Marl 1.6 MH/CM 0.80 MH/CM 0.64 MH/CM
Marl 2.20 MH/CM 1.10 MH/CM 0.88 MH/CM
1.2 Granural Backfill 2.40 MH/CM 1.20 MH/CM 0.96 MH/CM
1.3 Granural Soil Backfill 3.00 MH/CM 1.50 MH/CM 1.20 MH/CM
1.4 Manual Foundation Excavation and Backfill
Sand 8.00 MH/CM 4.00 MH/CM 3.20 MH/CM
Excavation of Sand and Marl 13.00 MH/CM 6.50 MH/CM 5.20 MH/CM
Excavation of Marl 21.00 MH/CM 10.50 MH/CM 8.40 MH/CM
Backfill of sand 11.00 MH/CM 5.50 MH/CM 4.40 MH/CM
Backfill of Sand and Marl 16.00 MH/CM 8.00 6.40
Backfill of Marl 24.00 MH/CM 12.00 MH/CM 9.60 MH/CM
1.5 Floor Slab and Grade
Grading, Manual 2.60 MH/SM 1.30 MH/SM 1.04 MH/SM
Excavation and Backfill 36.00 MH/CM 18.00 MH/CM 14.40 MH/CM
1.6 Fine Grading and Finishing
Grading 0.90 MH/SM 0.45 MH/SM 0.36 MH/SM
Finishing soil surface 1.10 MH/SM 0.55 MH/SM 0.44 MH/SM
Dikes 2.40 MH/CM 1.20 MH/CM 0.96 MH/CM
Road Works
Base Coarse 0.24 MH/SM 0.12 MH/SM 0.10 MH/SM
Curbes and Gutters 3.60 MH/CM 1.80 MH/CM 1.44 MH/CM
4" Thck Road 2.60 MH/SM 1.30 MH/SM 1.04 MH/SM
6" Thck Road 2.80 MH/SM 1.40 MH/SM 1.12 MH/SM
8" Thck Road 3.00 MH/SM 1.50 MH/SM 1.20 MH/SM
Trowel Topping 0.64 MH/SM 0.32 MH/SM 0.26 MH/SM
Special Topping 2.40 MH/SM 1.20 MH/SM 0.96 MH/SM
4" Stone or Shell Road 0.64 MH/SM 0.32 MH/SM 0.26 MH/SM
6" Stone or Shell Road 0.84 MH/SM 0.42 MH/SM 0.34 MH/SM
8" Stone or Shell Road 1.04 MH/SM 0.52 MH/SM 0.42 MH/SM
Acid Proofing 1.20 MH/SM 0.60 MH/SM 0.48 MH/SM
1.7 Asphalt Paving
Fine Grading 0.84 MH/SM 0.42 MH/SM 0.34 MH/SM
Place Base Course 0.40 MH/SM 0.20 MH/SM 0.16 MH/SM
Asphalt 0.40 MH/SM 0.20 MH/SM 0.16 MH/SM
1.8 Acid Block or Paving Block
Fine Grading 0.84 MH/SM 0.42 MH/SM 0.34 MH/SM
Install Brick 8.40 MH/SM 4.20 MH/SM 3.36 MH/SM
1.9 Crush Stone or Shell Surfacing
Fine Grading 0.64 MH/SM 0.32 MH/SM 0.26 MH/SM
Place, Spread and Compact Stone To 4" thk 0.84 MH/SM 0.42 MH/SM 0.34 MH/SM
Over 8" thk 1.04 MH/SM 0.52 MH/SM 0.42 MH/SM
2.0 Tank Cushions
Sand Cushions 1.40 MH/CM 0.70 MH/CM 0.56 MH/CM
Asphalt Retainer Ring 0.40 MH/SM 0.20 MH/SM 0.16 MH/SM
2.1 Non-Granular Backfill 4.00 MH/CM 2.00 MH/CM 1.60 MH/CM
2.2 Excavation - Manual
Common Earth 16.00 MH/CM 8.00 MH/CM 6.40 MH/CM
Loan of Sand 2.62 MH/CM 1.31 MH/CM 1.05 MH/CM
Clay and Heavy Soil 3.28 MH/CM 1.64 MH/CM 1.31 MH/CM
Rock 5.26 MH/CM 2.63 MH/CM 2.10 MH/CM
2.3 Mechanical Excavation
Common Earth 13.34 MH/CM 6.67 MH/CM 5.34 MH/CM
Rock w/ Jackhammer 33.34 MH/CM 16.67 MH/CM 13.34 MH/CM
2.4 Backfilling
Common Manual 1.64 MH/CM 0.82 MH/CM 0.66 MH/CM
Gravel Fill Manual 10.00 MH/CM 5.00 MH/CM 4.00 MH/CM

Earthworks Pages 1 of 2
 EARTHWORKS
Man-hour per quantity
DESCRIPTION LOW AVERAGE HIGH
Qty Unit Qty Unit Qty Unit
2.5 Trenching and Backfilling of Underground
2.6 piping using excavation materials manual
from 0 - 2mtrs depth 2.50 MH/LM 1.25 MH/LM 1.00 MH/LM
2 - 3mtrs depth 3.34 MH/LM 1.67 MH/LM 1.34 MH/LM
3 - 4mtrs depth 5.00 MH/LM 2.50 MH/LM 2.00 MH/LM
4 - 5mtrs depth 6.66 MH/LM 3.33 MH/LM 2.66 MH/LM
2.7 Placing Binder - Gravel 0.21 MH/CM 0.11 MH/CM 0.08 MH/CM
2.8 Escombro Backfilling 0.42 MH/CM 0.21 MH/CM 0.17 MH/CM
2.9 Spreading, Tamping, and Grading 0.96 MH/SM 0.48 MH/SM 0.38 MH/SM
3 Mechanical Compaction, Plate Compaction 0.11 MH/CM 0.06 MH/CM 0.04 MH/CM
3.1 Manual Clearing and Grubbing
Clearing undergrowth and tress 12" 0.10 MH/SM 0.05 MH/SM 0.04 MH/SM
Clearing undergrowth and scrubs 0.06 MH/SM 0.03 MH/SM 0.02 MH/SM
3.2 Disposal of Soil 3.38 MH/CM 1.69 MH/CM 1.35 MH/CM
3.3 Hauling of Soil 2.00 MH/CM 1.00 MH/CM 0.80 MH/CM
3.4 Gravel Fill 4.14 MH/CM 2.07 MH/CM 1.66 MH/CM
3.5 Excavation - crane and Clampshell
with 8-men and 2-carpenters 2.14 MH/CM 1.07 MH/CM 0.86 MH/CM

Earthworks Pages 2 of 2
 MASONRY WORKS
Man-hour per quantity
DESCRIPTION LOW AVERAGE HIGH
Qty Unit Qty Unit Qty Unit
1.1 Grouting and Tol Plastering 3.34 MH/SM 1.67 MH/SM 1.34 MH/SM
1.2 Pebble Finished 2.86 MH/SM 1.43 MH/SM 1.14 MH/SM
1.3 Marble Installation 4 MH/SM 2.00 MH/SM 1.60 MH/SM
1.4 1/4" x 2 x 8 Red Bricks 10.00 MH/SM 5.00 MH/SM 4.00 MH/SM
1.5 Glazed Tiles 21.06 MH/SM 10.53 MH/SM 8.42 MH/SM
1.6 Unglazed Tiles 8.70 MH/SM 4.35 MH/SM 3.48 MH/SM
1.7 Glazed Wall Tiles 6.00 MH/SM 3.00 MH/SM 2.40 MH/SM
1.8 Concrete Block Ext. Wall 9.00 MH/SM 4.50 MH/SM 3.60 MH/SM
1.9 Concrete Block Int. Wall 8.00 MH/SM 4.00 MH/SM 3.20 MH/SM
2 Brickwork 1.00 MH/SM 0.50 MH/SM 0.40 MH/SM
2.1 Plaster Wall and Ceiling 6.00 MH/SM 3.00 MH/SM 2.40 MH/SM
2.2 Hollow Tile Wall 4.00 MH/SM 2.00 MH/SM 1.60 MH/SM
2.3 Acoustic Ceiling 2.40 MH/SM 1.20 MH/SM 0.96 MH/SM
2.4 Vinyl Floor Tile 3.60 MH/SM 1.80 MH/SM 1.44 MH/SM
2.5 Unglazed or Mosaic Floor Tile 17.00 MH/SM 8.50 MH/SM 6.80 MH/SM
2.6 Laying of CHB and Adobe 2.28 MH/SM 1.14 MH/SM 0.91 MH/SM
2.7 Cement Finish 1.43 MH/SM 0.72 MH/SM 0.57 MH/SM
2.8 Concrete Hollow Blocks Laying
6" CHB 3.20 MH/SM 1.60 MH/SM 1.28 MH/SM
4" CHB 2.66 MH/SM 1.33 MH/SM 1.06 MH/SM
8" CHB 4.00 MH/SM 2.00 MH/SM 1.60 MH/SM
2.9 Vit. Tiles Floor 10.66 MH/SM 5.33 MH/SM 4.26 MH/SM
3.0 Vit. Tiles Wall 11.94 MH/SM 5.97 MH/SM 4.78 MH/SM

Masonry Works Pages 1 of 1

 TINSMITHING WORKS
Man-hour per quantity
DESCRIPTION LOW AVERAGE HIGH
Qty Unit Qty Unit Qty Unit
1.1 Coorugated G.I. Sheet
Lifting 2.16 MH/SM 1.08 MH/SM 0.86 MH/SM
Installation 6.12 MH/SM 3.06 MH/SM 2.45 MH/SM
1.2 Installation of Asbestos Roofing 2.00 MH/SH 1 MH/SH 0.80 MH/SH
1.3 Installation of Aluminum or G.I. Sheet 1.60 MH/SH 0.8 MH/SH 0.64 MH/SH
1.4 Copper Cladding Roof Deck 1.01 MH/LM 0.505 MH/LM 0.40 MH/LM
1.5 Fabrication of G.I. Gutter 6.94 MH/SM 3.47 MH/SM 2.78 MH/SM
1.6 G.I. Sheet Roofing 1.64 MH/SH 0.82 MH/SH 0.66 MH/SH
1.7 Fabrication of G.I. Gutter 1.05 MH/LM 0.525 MH/LM 0.42 MH/LM
1.8 Fabrication of Downspout 1.94 MH/LM 0.97 MH/LM 0.78 MH/LM
1.9 Gutter Cut and Shape 0.32 MH/LM 0.16 MH/LM 0.13 MH/LM
2 Installation of Gutter 1.78 MH/LM 0.89 MH/LM 0.71 MH/LM
2.1 Downspout Cut and Shape 0.59 MH/LM 0.295 MH/LM 0.24 MH/LM
2.2 Downspout Installation 0.27 MH/LM 0.135 MH/LM 0.11 MH/LM
2.3 Corr. G.I. Roofing 3.60 MH/SM 1.8 MH/SM 1.44 MH/SM
2.4 Corr. Aluminum Roofing 3.60 MH/SM 1.8 MH/SM 1.44 MH/SM
2.5 Built-up Roofing 4-ply 17.00 MH/SM 8.5 MH/SM 6.80 MH/SM
2.6 Protected Metal 4.00 MH/SM 2 MH/SM 1.60 MH/SM
2.7 Corr.Asbestos Insy., lifting Hauling 3.40 MH/SM 1.7 MH/SM 1.36 MH/SM
2.8 Leaders and Gutters 1.20 MH/SM 0.6 MH/SM 0.48 MH/SM

Tinsmithing Work Pages 1 of 1

 CONCRETE WORKS
Man-hour per quantity
DESCRIPTION LOW AVERAGE HIGH
Qty Unit Qty Unit Qty Unit
1.1 Placing Concrete
Slab on Fill 10.00 MH/CM 5.00 MH/CM 4.00 MH/CM
Slip Form 50.00 MH/CM 25.00 MH/CM 20.00 MH/CM
Floor Finish Unhardened 2.00 MH/SM 1.00 MH/SM 0.80 MH/SM
Concrete Finish Hardened 2.86 MH/SH 1.43 MH/SH 1.14 MH/SH
1.2 Rebar Works
Ground Floor Installation 0.14 MH/KG 0.07 MH/KG 0.06 MH/KG
Upper Floor Installation 0.16 MH/KG 0.08 MH/KG 0.06 MH/KG
Fabrication 0.20 MH/KG 0.10 MH/KG 0.08 MH/KG
1.3 Mixing Manual 32.00 MH/CM 16.00 MH/CM 12.80 MH/CM
1.4 Mixing Machine 3.60 MH/CM 1.80 MH/CM 1.44 MH/CM
1.5 More Than 1.80cm Pour
Chute From Truck 14.00 MH/CM 7.00 MH/CM 5.60 MH/CM
Crane and Bucket 28.00 MH/CM 14.00 MH/CM 11.20 MH/CM
Wheeling 54.00 MH/CM 27.00 MH/CM 21.60 MH/CM
Finishing 5.60 MH/SM 2.80 MH/SM 2.24 MH/SM
1.6 Concrete Pour on Elevated and Shored Slab
Forming, chute and bucket 42.00 MH/CM 21.00 MH/CM 16.80 MH/CM
1.7 Placement of Rebars on Footing 1.06 MH/KG 0.53 MH/KG 0.42 MH/KG
1.8 Field Fabrication of Rebars 0.66 MH/KG 0.33 MH/KG 0.26 MH/KG

Concrete Works Pages 1 of 1

 PLUMBING WORKS
Man-hour per quantity
DESCRIPTION LOW AVERAGE HIGH
Qty Unit Qty Unit Qty Unit
1.1 Laying Asbestos Pipe
1/2" Dia 1.32 MH/LM 0.66 MH/LM 0.53 MH/LM
3/4" Dia 1.32 MH/LM 0.66 MH/LM 0.53 MH/LM
1-1/4" Dia 1.48 MH/LM 0.74 MH/LM 0.59 MH/LM
1 1/2" - 2" Dia 1.64 MH/LM 0.82 MH/LM 0.66 MH/LM
2 1/2" Dia 1.97 MH/LM 0.99 MH/LM 0.79 MH/LM
3" 2.16 MH/LM 1.08 MH/LM 0.86 MH/LM
3 1/2" Dia 2.30 MH/LM 1.15 MH/LM 0.92 MH/LM
4" 2.64 MH/LM 1.32 MH/LM 1.06 MH/LM
1.2 Cast Iron Pipe
2" 4.38 MH/LM 2.19 MH/LM 1.75 MH/LM
4" 6.58 MH/LM 3.29 MH/LM 2.63 MH/LM
6" 9.84 MH/LM 4.92 MH/LM 3.94 MH/LM
8" 13.14 MH/LM 6.57 MH/LM 5.26 MH/LM
10" 19.70 MH/LM 9.85 MH/LM 7.88 MH/LM
12" 20.62 MH/LM 10.31 MH/LM 8.25 MH/LM
14" 24.10 MH/LM 12.05 MH/LM 9.64 MH/LM
16" 27.38 MH/LM 13.69 MH/LM 10.95 MH/LM
18" 30.68 MH/LM 15.34 MH/LM 12.27 MH/LM
20" 32.86 MH/LM 16.43 MH/LM 13.14 MH/LM
24" 36.14 MH/LM 18.07 MH/LM 14.46 MH/LM
30" 41.08 MH/LM 20.54 MH/LM 16.43 MH/LM
1.3 Laying of PVC Pipe
1/2" - 3/4" Dia 0.38 MH/LM 0.19 MH/LM 0.15 MH/LM
1" - 1 1/4" Dia 1.48 MH/LM 0.74 MH/LM 0.59 MH/LM
1 1/2" - 2" Dia 1.64 MH/LM 0.82 MH/LM 0.66 MH/LM
2 1/2" Dia 1.96 MH/LM 0.98 MH/LM 0.78 MH/LM
3" 2.16 MH/LM 1.08 MH/LM 0.86 MH/LM
4" 2.62 MH/LM 1.31 MH/LM 1.05 MH/LM
5" 3.28 MH/LM 1.64 MH/LM 1.31 MH/LM
6" 4.92 MH/LM 2.46 MH/LM 1.97 MH/LM
1.4 Laying RCP 8men (1 team)
24" 8.00 MH/LM 4.00 MH/LM 3.20 MH/LM
36" 12.80 MH/LM 6.40 MH/LM 5.12 MH/LM
48" 21.34 MH/LM 10.67 MH/LM 8.54 MH/LM
6' - 18" 2.66 MH/LM 1.33 MH/LM 1.06 MH/LM
1.5 Lavatory 16.00 MH/LM 8.00 MH/LM 6.40 MH/LM
1.6 Water Closet 24.00 MH/LM 12.00 MH/LM 9.60 MH/LM
1.7 Urinal Utility Stall 48.00 MH/LM 24.00 MH/LM 19.20 MH/LM
1.8 Urinal, Pedestal Type 32.00 MH/LM 16.00 MH/LM 12.80 MH/LM
1.9 Shower and Stall 20.00 MH/LM 10.00 MH/LM 8.00 MH/LM
2 5-man Group Shower 72.00 MH/LM 36.00 MH/LM 28.80 MH/LM
2.1 Bath Tubs 48.00 MH/LM 24.00 MH/LM 19.20 MH/LM
2.2 Slope Sink 28.00 MH/LM 14.00 MH/LM 11.20 MH/LM
2.3 Hot Water Heater 28.00 MH/LM 14.00 MH/LM 11.20 MH/LM
2.4 6-person Wash Sink 52.00 MH/LM 26.00 MH/LM 20.80 MH/LM
2.5 Drinking Fountain 26.00 MH/LM 13.00 MH/LM 10.40 MH/LM
2.6 Eye Wash 16.00 MH/LM 8.00 MH/LM 6.40 MH/LM
2.7 Miscellaneous Fixtures 4.00 MH/LM 2.00 MH/LM 1.60 MH/LM
2.8 Partitions 16.00 MH/LM 8.00 MH/LM 6.40 MH/LM
2.9 Laying of 24" Dia. RCP 8.00 MH/LM 4.00 MH/LM 3.20 MH/LM
3 Laying of 36" Dia. RCP 12.80 MH/LM 6.40 MH/LM 5.12 MH/LM
3.1 Laying of 48" Dia. RCP 21.32 MH/LM 10.66 MH/LM 8.53 MH/LM

Plumbing Works Pages 1 of 2

 PLUMBING WORKS
Man-hour per quantity
DESCRIPTION LOW AVERAGE HIGH
Qty Unit Qty Unit Qty Unit

Plumbing Works Pages 2 of 2

 CARPENTRY WORKS
Man-hour per quantity
DESCRIPTION LOW AVERAGE HIGH
Qty Unit Qty Unit Qty Unit
A. FORM WORKS INSTALLATION
1.1 Wall in Ground 4.00 MH/SM 2.00 MH/SM 1.60 MH/SM
1.2 Wall above ground 4.70 MH/SM 2.35 MH/SM 1.88 MH/SM
1.3 Beams 6.16 MH/SM 3.08 MH/SM 2.46 MH/SM
1.4 Columns 4.70 MH/SM 2.35 MH/SM 1.88 MH/SM
1.5 Suspended slab
0 - 18" 3.34 MH/SM 1.67 MH/SM 1.34 MH/SM
18 - 36" 6.66 MH/SM 3.33 MH/SM 2.66 MH/SM
1.6 Elevated and shored slab forming
Forming only 17.20 MH/SM 8.60 MH/SM 6.88 MH/SM
Forming and shoring 22.00 MH/SM 11.00 MH/SM 8.80 MH/SM
1.7 Wood wall and partition 1.00 MH/SM 0.50 MH/SM 0.40 MH/SM

B. FORM WORKS FABRICATION 2.15 MH/SM 1.08 MH/SM 0.86 MH/SM

C. STRIPPING OF FORM WORKS

1.1 Wall in Ground 0.50 MH/SM 0.25 MH/SM 0.20 MH/SM

1.2 Wall above ground 2.58 MH/SM 1.29 MH/SM 1.03 MH/SM
1.3 Beams 2.06 MH/SM 1.03 MH/SM 0.82 MH/SM
1.4 Columns 1.70 MH/SM 0.85 MH/SM 0.68 MH/SM
1.5 Suspended slab
0 - 18" 1.67 MH/SM 0.83 MH/SM 0.67 MH/SM
18 - 36" 2.16 MH/SM 1.08 MH/SM 0.86 MH/SM
1.6 Elevated and shored slab forming
1.7 strip of forms 7.00 MH/SM 3.50 MH/SM 2.80 MH/SM

Floor Slab at grade strip of forms 5.60 MH/SM 2.80 MH/SM 2.24 MH/SM

D. INSTALLATION OF CARPENTRY WORKS

1.1 Plywood partition 2.00 MH/PC 1.00 MH/PC 0.80 MH/PC

1.2 T & G Flooring and Siding 0.29 MH/BF 0.14 MH/BF 0.11 MH/BF
1.3 Ceiling Framework 0.73 MH/BF 0.36 MH/BF 0.29 MH/BF
1.4 Siding Framework 0.53 MH/BF 0.27 MH/BF 0.21 MH/BF
1.5 Flooring framing 1.94 MH/BF 0.97 MH/BF 0.77 MH/BF
1.6 Wooden Post Erection 0.85 MH/BF 0.43 MH/BF 0.34 MH/BF
1.7 Truss Fabrication 0.70 MH/BF 0.35 MH/BF 0.28 MH/BF
1.8 Truss Installation 1.60 MH/BF 0.80 MH/BF 0.64 MH/BF
1.9 Girt Installation 0.43 MH/BF 0.21 MH/BF 0.17 MH/BF
2 Plates Installation 0.27 MH/BF 0.13 MH/BF 0.11 MH/BF
2.1 Purlins Installation 0.53 MH/BF 0.27 MH/BF 0.21 MH/BF
2.2 Facia Board Installation 0.91 MH/BF 0.46 MH/BF 0.36 MH/BF
2.3 1/4" or 3/4" thck plywood
cutting by manual 2.00 MH/PC 1.00 MH/PC 0.80 MH/PC
assembly 0.83 MH/SH 0.42 MH/SH 0.33 MH/SH
2.4 Ceiling Framework
Frame Installation 2.66 MH/SM 1.33 MH/SM 1.06 MH/SM
Plywood Installation 2.00 MH/SM 1.00 MH/SM 0.80 MH/SM
2.5 Cabinet Boarding 0.26 MH/BF 0.13 MH/BF 0.10 MH/BF
2.6 Cabinet Framing 0.36 MH/BF 0.18 MH/BF 0.14 MH/BF
2.7 Wood Wall Partitions 1.00 MH/SM 0.50 MH/SM 0.40 MH/SM
2.8 Panel Wall 14.00 MH/SM 7.00 MH/SM 5.60 MH/SM
2.9 Forming Weight Anchor Bolts 9.00 MH/SM 4.50 MH/SM 3.60 MH/SM
3.0 Net Forming 7.00 MH/SM 3.50 MH/SM 2.80 MH/SM

E. DOORS AND WINDOWS

Carpentry Works Pages 1 of 2

 CARPENTRY WORKS
Man-hour per quantity
DESCRIPTION LOW AVERAGE HIGH
Qty Unit Qty Unit Qty Unit

1.1 W-Panel Installation 0.8 MH/PC 0.40 MH/PC 0.32 MH/PC

1.2 Steel Windows Installation 4.00 MH/PC 2.00 MH/PC 1.60 MH/PC
1.3 Louver Windows Installation
Fixed Asbestos 9.26 MH/SM 4.63 MH/SM 3.70 MH/SM
Fixed Metal Louver 6.24 MH/SM 3.12 MH/SM 2.50 MH/SM
Fixed G.I. Sheet 9.26 MH/SM 4.63 MH/SM 3.70 MH/SM
Fixed Glass 6.24 MH/SM 3.12 MH/SM 2.50 MH/SM
Fixed Wooden 6.76 MH/SM 3.38 MH/SM 2.70 MH/SM
1.4 Aluminum Framed Windows 20.00 MH/EA 10.00 MH/EA 8.00 MH/EA
1.5 Sliding Glass Door 24.00 MH/EA 12.00 MH/EA 9.60 MH/EA
1.6 Hollow Metal Door 20.00 MH/EA 10.00 MH/EA 8.00 MH/EA
1.7 Rolling Doors 50.00 MH/EA 25.00 MH/EA 20.00 MH/EA
1.8 Fixed Window 0.63 MH/SF 0.31 MH/SF 0.25 MH/SF
1.9 Door Lockset 3.20 MH/SET 1.60 MH/SET 1.28 MH/SET
2.0 Door Jamb: Fabrication 0.44 MH/BF 0.22 MH/BF 0.18 MH/BF
Installation 0.66 MH/BF 0.33 MH/BF 0.26 MH/BF
2.1 Cyclone wire Installation 6.24 MH/SM 3.12 MH/SM 2.50 MH/SM

Carpentry Works Pages 2 of 2