LABOR PRODUCTION TABLE

MAN HOURS PER QUANTITY

W O R K D E S C R I P T I O N
LOW AVERAGE HIGH

I. TRADE: CARPENTRY WORKS

A. FORM WORKS INSTALLATION

1.0 WALL ON GROUND 4.00 MH/S.M. 2.00 MH/S.M. 1.60 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 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.
6.0 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.
7.0 WOOD WALL and PARTITIONS 1.00 MH/S.M. 0.50 MH/S.M. 0.40 MH/S.M.

B. FORM WORKS FABRICATION 2.15 MH/S.M. 1.08 MH/S.M. 0.86 MH/S.M.

C. STRIPPING OF FORMWORKS

1.0 WALL ON GROUND 0.50 MH/S.M. 0.25 MH/S.M. 0.20 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
0 TO 18" 1.67 MH/S.M. 0.84 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.
6.0 ELEVATED and SHORED SLAB FORMING
STRIP OF FORMS 7.00 MH/S.M. 3.50 MH/S.M. 2.80 MH/S.M.
7.0 FLOOR SLAB AT GRADE - STRIP OF FORMS 5.60 MH/S.M. 2.80 MH/S.M. 2.24 MH/S.M.
 LABOR PRODUCTION TABLE
MAN HOURS PER QUANTITY
W O R K D E S C R I P T I O N
LOW AVERAGE HIGH

D. 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 0.28 MH/B.F. 0.14 MH/B.F. 0.11 MH/B.F.
3.0 CEILING FRAME WORK 0.73 MH/B.F. 0.37 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. 0.78 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. 0.22 MH/B.F. 0.17 MH/B.F.
10.0 PLATES INSTALLATION 0.27 MH/B.F. 0.14 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 2.00 MH/PC 1.00 MH/PC 0.80 MH/PC
- ASSEMBLY 0.83 MH/S.H. 0.42 MH/S.H. 0.33 MH/S.H.
14.0 CEILING
- 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.

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
 LABOR PRODUCTION TABLE
MAN HOURS PER QUANTITY
W O R K D E S C R I P T I O N
LOW AVERAGE HIGH
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. 0.32 MH/S.F. 0.25 MH/S.F.
9.0 DOOR LOCKSET 3.20 MH/SET 1.60 MH/SET 1.28 MH/SET
10.0 DOOR JAMB
FABRICATION 0.44 MH/B.F. 0.22 MH/B.F. 0.18 MH/B.F.
INSTALLATION 0.66 MH/B.F. 0.33 MH/B.F. 0.26 MH/B.F.
11.0 CYCLONE WIRE INSTALLATION 6.24 MH/B.F. 3.12 MH/B.F. 2.50 MH/B.F.

II. TRADE: MASONRY WORKS

1.0 GROUTING and TOL PLASTERING 3.34 MH/S.M. 1.67 MH/S.M. 1.34 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 9.00 MH/S.M. 4.50 MH/S.M. 3.60 MH/S.M.
10.0 BRICKWORK 1.00 MH/S.M. 0.50 MH/S.M. 0.40 MH/S.M.
11.0 PLASTER WALL and CEILING 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 ACOUSTIC CEILING 2.40 MH/S.M. 1.20 MH/S.M. 0.96 MH/S.M.
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.
17.0 CEMENT FINISH 1.43 MH/S.M. 0.72 MH/S.M. 0.57 MH/S.M.
18.0 CONC. HOLLOW BLOCKS LAYING
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 VIT. TILES - FLOOR 10.66 MH/S.M. 5.33 MH/S.M. 4.26 MH/S.M.
20.0 VIT. TILES - WALL 11.94 MH/S.M. 5.97 MH/S.M. 4.78 MH/S.M.

III. TRADE: TINSMITHING WORK

1.0 CORR. G.I. SHEET

1.01 LIFTING 2.16 MH/S.M. 1.08 MH/S.M. 0.86 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.
 LABOR PRODUCTION TABLE
MAN HOURS PER QUANTITY
W O R K D E S C R I P T I O N
LOW AVERAGE HIGH
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 DOWNSPOUT CUT and SHAPE 0.59 MH/L.M. 0.30 MH/L.M. 0.24 MH/L.M.
12.0 DOWNSPOUT INSTALLATION 0.27 MH/L.M. 0.14 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 BUILT-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.

IV. TRADE: CONCRETE WORKS

1.0 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.
2.0 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 0.2 MH/Kg. 0.10 MH/Kg. 0.08 MH/Kg.
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.