59 0 124KB
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