Productivity Rates
February 21, 2023 | Author: Anonymous | Category: N/A
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Description
8
Productivity Constraints Productivity S. No.
Description
Manpower
Equipment
Unit
Output
labour hours/ unit
01 GENERAL GEN ERAL REQUIREMENT
TEMPORARY FACILITIES a. Watchman & Curing b. Site Cleaning c. Fencing d. Fixing of Lightweight Scaffolding
(Duration x 2H)
Day
--
(Dhs. Contract Value /50.000) Helper- Day
Day
1
1C+2H+1P
Rm/Day
50
1C + 1H
M'/Day
70
02 SITE WORK EARTH WORK Excavation
a. Soft Soil (Hand Tools)
1H
Hand Tools
M* / Day
3
1
b. Hard Soil (Hand Tools)
1H
Hand Tools
M'/Day
1
1
c. Soft Soil
-
Shovel
M'/Hr
40
d. Hard Soil
-
Shovel
M'/Hr
25
e. Soft Soil
-
JCB
M'/Hr
20
-
J.C.B
M'VHr
10
-
Shovel
M*/Hr
30
Roll ller er C Com omp pr.
M'/D /Day ay
100
f. Hard Soil Backfilling
a. Filling in foundation, plinth b. Level, Compaction c. Spreading 200 mm layer (Subkha, Road Base) d. Compaction 200 mm layer (Subkha, Road Base)
1H -
Shovel
M'/Hr
100
1H
Roll ller er C Com omp pr.
M'/D /Day ay
200
2H 2H
Roll Roller er Co Comp mpr. r.
M2 M2/D /Day ay
200 200
PAVING AND SURFACING Interlocking Tiles
a. Compaction/Levelling b. Spreading Sand and Brushing c. Laying Tiles d. Filling, Compaction
M'/Day
1M + 2H
1H
Plate Co Compr.
M'/Day
60
M'/Day
150 10
Precast Kerb Stone
a. Excavation & Blinding for Curbstone
1H
R.M/Day
b. Laying Kerbs
1M + 2H
R.M/Day
35
c. Kerb stone on curved lines
1M + 1H
R.M/Day
15
d. Hunching
1M + 1H
R.M/Hr
03 CONCRETE CONCRETE FORMWORK
20
Hr/M2
Shuttering (with supports)
incl de-shu
a. Shutt of Blinding
1C + 1H
M'/Day
10
1.2
2
1.92
b. Shutt of Footing (Plywood)
1C + 1H
M'/Day
10
1.2
2
1.92
c. Shutt of Footing (Plates)
1C + 1H
M'/Day
10
1.2
2
1.92
d. Shutt of Stub Column e. Shutt of Strap/ Tie Beam (Plywood)
1C + 1H 1C + 1H
M'/Day M'/Day
7 10
1.2 1.2
2 2
2.74 1.92
f. Shutt of Strap / Tie Beam (Plates)
1C + 1H
M' / Day
10
1.2
g. Shutt of Wall
1C + 1H
M'/Day
10
1.2
2 2
1.92 1.92
h. Shutt of Column 20x20
1C + 1H
M'/Day
10
1.2
2
1.92
1C + 1H
M' / Day
10
1.2
2
1.92
1C + 1H
M'/Day
10
1.2
2
1.92
k. Shutt of Roof Slab
1C+2H
M'/Day
10
1.2
3
2.88
I. Shutt of Lintel
1C + 1H
M'/Day
6
1.2
2
3.20
m. Shutt of Coping beam 20x2Qcm
1C + 1H
M'/Day
6
1.2
2
3.20
n. Shutt of Parapet
1C + 1H
M'/Day
12
1.2
2
1.60
0. Shutt of Arch Lintel
1C + 1H
M'/Day
6
1.2
2
3.20
p. Expansion Joints/ Ground Slab
1C + 1H
L.m/Day
50
1.2
2
0.38
s. Shuttering of beam & column for 8m io 12m high
1C + 1H
M'/Day
8
1.2
2
2.40
u. Shutt of Staircase
1C + 1H
M' /Day
5
1.2
2
3.84
i. Shutt of Column 20x40 j
t
Shutt of Beam with support
20% of sh
De-shuttering Works
CONCRETE REINFORCEMENT Reinforcement (Tightering for Cut & Bend Steel a. Reinf. of Footing b. Reinf.of Stub Column
1 SF +1 H
to/Day
0.4
2
40.00
1 SF +1 H
to/Day
0.25
2
64.00
Page 1
8
Productivity Constraints S. No.
Description
Manpower
Equipment
Unit
Output
c. Reinf. of Strap Beam
1 SF +1 H
to/Day
0.3
d. Reinf. of Tie Beam
1 SF +1 H
to/Day
0.35
e. Reinf. of Wall
1 SF +1 H
to/Day
0.4
f. Reinf. of Column
1 SF +1 H
to/Day
0.3
g Reinf. of Beam
1 SF +1 H
to/Day
h. Reinf. of Solid Slab
1 SF +1 H
i. Reinf. of Lintel
1 SF +1 H
j- Reinf. Copying beam 20X20 cm
1 SF +1 H
to/Day
k. Reinf. of Parapet
1 SF +1 H
to/Day
0.3
I. Reinf. of Arch Lintel
1 SF +1 H
to/Day
0.18
m. Reinf. of Staircase
1 SF +1 H
to/Day
1 SF + 2 H
1M + 2 H 1M + 2 H
Mesh Reiforcement a. Mesh Reinforcement
labour hours/ unit 2 2 2
53.33 45.71 40.00
0.3
2 2
53.33 53.33
to/Day
0.3
2
53.33
to/Day
0.18
2
88.89
0.2
2 2
80.00 53.33
0.25
2 2
88.89 64.00
M' / Day
0.3
3
80.00
M'/Day M'/Day
30 40 250 40 200 40 200
3 3 6 6 11 7 8
0.80 0.60 0.19 1.20 0.44 1.40 0.32
30 45 60 200 8 M'/Day 30 M'/Day 200 N os./Hour 6 RM/Day 150 RM/Day 60 M"/Day 10 M'/Day 5 M'/Day 6 M'/Day 12
8 8 8 5 5 5 9 3 6 6 6 4 4 2
2.13 1.42 1.07 0.20 5.00 1.33 0.36 4.00 0.32 0.80 4.80 6.40 5.33 1.33
Nos. / Day
140
3
m3/nos
CAST IN PLACE CONCRETE Casting Concreting (Readymix) a. Cast Blinding 5cm b. Cast Blinding 10cm
c. d. e. f. g-
Cast Blinding 5cm, 10cm (Pump) Cast of Footing Cast of Footing (Pump) Cast of Strap/ Tie Beam Cast of Tie Beam (Pump)
h. Cast of Ground Floor Slab 10cm i. Cast of Ground Floor Slab 15cm j. Cast of Ground Floor Slab 20cm k. Cast of Wall I. Cast of Column m. Cast of Beam of Slab n. Cast of Roof Slab 0
p. q. r. s. u. v.
Cast of Lintel Cast of Coping beam 20x20cm(upto2.5m) Cast of Coping beam 20x2ucm(above2.5m) Cast of Parapet (Pump) Cast of Arch Lintel Casting of Neck Column Casting of Staircase
2M + 4 H 2M + 4H 3M + 8H 1M + 6H 2M+6H
Pump Pump Pump
3M + 5H 3M + 5H 3M + 5H 1M+1C+3H Pump 1M+4H 1M+4H 2M+2C+5H Pump 1M + 2H 1C+5H 1C+5H 1M+ 1C+4H Pump 1M+3H 1M+3H 1C+ 1H
M'/Day M'/Day M'/Day M'/Day M'/Day M'/Day M'/Day M'/Day M'/Day M'/Day
4. MASONARY BLOCK WORK Solid Block
a. 200mm Solid Block upto 2.5m Height
Hollow Block 100mm Hollow Block upto 2.5m Height a.
1 M+2H
1M + 1H
Nos./Day
0.016 150
10.71
h/m3 6.67
2
b.
100mm Hollow Block - 2.5m to 6m Height
1M + 2H
Nos./Day
140
3
c.
150mm Hollow Block-upto 2.5m Height
1M + 1H
Nos./Day
150
2
6.67
d.
200mm Hollow Block - upto 2.5m Height
1M + 1H
Nos./Day
180
2
5.56
e.
200mm Hollow Block - 2.5m to 6m Height
1M + 2H
Nos./Day
140
3
10.71
f.
200mm Block Work above 6m Height
1M + 2H
Nos./Day
100
3
15.00
g.
200mm block work including pointing
1M + 1H
Nos./Day
120
2
Claustra Block Claustra Block 200x200 a.
b.
Claustra Block 150x150
05 METALS STRUCTURAL METAL FRAMING Steel Structure Painting of steel structure columns a.
10.71
8.33
1M + 1H
M2/Day
10
2
h/m2 1.60
1M + 1H
M2/Day
8
2
2.00
M7D ay/Coat
50
2
0.32
1P + 1H
Page 2
8
Productivity Constraints S. No.
Description
Manpower
Equipment
Unit
Output
labour hours/ unit
b.
Painting of steel structure rafters
1P + 1H
M7D ay/Coat
40
2
0.40
c.
Erection of steel structure main frame(Eave Height up to 6m span up to 25m)
3E+3H
M7Day
250
6
0.19
d.
Erection of steel structure main frame(Eave Heiqht more than 6m span up to 36m)
3E+3H
M7Day
175
6
0.27
e.
Fixing of Single Skin Sheet (Roof)
3E+3H
M7Day
350
6
0.14
f.
Fixing of Single Skin Sheet (Walls)
3E+3H
M7Day
150
6
0.32
g
Single skin with Fibre Glass Insulation (Roof)
3E+3H
M7Day
250
6
0.19
h.
Single skin with Fibre Glass Insulation (Wall)
3E+3H
M7Day
100
6
0.48
i.
Sandwich Panels (Roof)
3E+3H
M7Day
250
6
0.19
Sandwich Panels (Wall)
3E+3H
M7Day
150
6
0.32
k.
Corner Flashing & Trims, etc
1E+3H
Rm/Day
80
4
0.40
I.
4m x 4m Double Sliding Door
1E+3H
No.
1
4
m.
Wall Wall or Roof Roof op open enin ing g + Fram Frames es (1.0 (1.0m m x 1.0 1.0m) m)
1E 1E+3 +3H H
No.
8
4
4.00
n.
Ridge Ventilator
1E+3H
No./Day
6
4
5.33
o.
Gutter/ Down Spout
1E+3H
Rm/Day
70
4
0.46
M2/Day
200
2
0.08
1C + 1H
M'/Day
600
2
0.03
1H
Rm/Day
200
1
0.04
j
06 MOISTURE THERMLA CONTROL WATER PROOFING & DAMP PROOFING Polythene Sheets Polythene under footings a.
b.
Polythene under slab
c.
Polythene under tie beam
32.00
1C + 1H
Bitumin Paint Cold Bituminous Painting a.
Hot Bituminous Painting
b.
Bitumin Membrane Bituminous Membrane + Protection Board a.
1H
M2/Day/Co at
100
1
0.08
2H
M2/Day/Co at
60
2
0.27
M2/Day
30
2
0.53
18
2
0.89
1C + 1H
SEALERS
Construction Joint Flexel Board a.
1C + 1H
RM/Hr
1H
RM/Hr
7
1
1.14
1M + 1H 1M + 1H 1M + 2H
M / Day M'/Day M'/Day
1M + 2H 1C + 1H 1M + 1H
M'/Day Rm/Day
10 20 17 15 70 30
2 2 3 3 2 2
1.60 0.80 1.41 1.60 0.23 0.53
20 18 15
2 3 3
0.80 1.33 1.60
15 40 14
2 2 2
1.07 0.40 1.14
50
2
0.32
10 30 8
2 2 2
1.60 0.53 2.00
Sealant
b.
PLASTER Internal Plaster a. 1 Ceiling Plaster b. Wall plaster upto 3m Height c. Wall plaster 3m to 6m Height d. ((W Wall plaster above 6m Height e. Fi Fixing of Plaster Mesh f. Fixing of Corner beed External Plaster a. Wall plaster upto 3m Height
b. Wall plaster 3m to 6m Height c. Wall plaster above 6m Height TILES
Rm
1M + 1H
M2/Day
1M + 2H 1M + 2H
M'/Day M'/Day
Mosaic
a. Floor Mosaic Tiles b. Mosaic Skirting c. Mosaic Steps (Riser & Tread) Ceramicd.
Mosaic Polishing
Wa all Tiles (Glue Type) a. Fixing of Ceramic W G r o u t i n g o f C e r a m i c Wall Tiles b. Fixing ing of of Ceramic Ceramic Wall Wall Ti Tiles les (Ceme (Cement nt Mortar Mortar T Typ yp c. Fix
1M + 1H
M2/Day
1M + 1H
R.M/Day
1M + 1H 1 Po +1 H
R.M/Day M'/Day
2
1M + 1H
M /Day
1M + 1H
M2/Day
1M + 1H
M2/Day
Pa e 3
8
Productivity Constraints S. No.
d. e. f. g h.
Description
Manpower
Equipment
labour hours/ unit
Output
2 2 2 2 2
1.33 1.07 0.80 0.40 0.53
Fixing of Ceramic Floor Tiles 20 x 20cm
1M + 1H
M2/Day
Fixing of Ceramic Floor Tiles 30 x 30cm
1M + 1H
M2/Day
Fixing of Ceramic Floor Tiles 50 x 50cm
1M + 1H
M2/Day
Grouting Ceramic Floor Tiles
1M + 1H
M2/Day
Ceramic Skirling
1M + 1H
R.M/Day
12 15 20 40 30
PVC Tiles
Unit
a. PVC Tiles
1M + 1H
M2/Day
35
2
0.46
b. PVC Skirting
1M + 1H
Lm/Day
40
2
0.40
2 2 2 2
2.67 1.07 0.53 1.60
Marble
a. b. c. d.
Marble Wall
1M + 1H
M2/Day
Marble Floor Marble Skirting Marble Steps (Riser & Treads)
1M + 1H 1M + 1H
M2/Day R.M/Day
1M + 1H
R.M/Day
6 15 30 10
M2/Day R.M/Day
50 25
2 2
0.32 0.64
R.M/Day
100
2
0.16
R.M/Day
10
1
0.80
30
2
0.53
20
2
0.8
Day/Coat M'l Day/Coat
100 100
2 2
0.16 0.16
Wl Day/Coat Ntl Day/Coat M2/Day/Coat
200 80 100 60
1 1 1 1
0.04 0.08 0.13
50
2
0.32
12 20 75 60
2 2 2 2
1.33 0.80 0.21 0.27
Nos./Day
2 2 3 2 2 2 2 1 2
2 2 2 2 2 2 2 1 2
8.00 8.00 5.33 8.00 8.00 8.00 8.00 8.00 8.00
Nos./Day
2
2
8.00
Floor Screed (50 mm) a. Floor Screed (50mm) b. Cement Skirting
1M + 1H 1M + 1H
Wodden Skirting a. Timber
1C + 1H
Threshole
a. Threshold
1M
False Ceiling a. False Ceiling - Suspended Type
1C + 1H
Dry Wall Partition a. Dry wall Partition
1C + 1H
M2/Day
M2/Day
PAINTING & WALL COVERINGS Tyrolene (Cullamix) a. Tyrolene over plastered surface b. Tyrolene over block wall Normal Paint (Emi;sopm/Oil) a. Primer
c. Stucco (Putty) d. Emulsion Paint e. Oil Paint Epoxy Painting a. Epoxy Painting
09 MECHANICAL PIPE & FITTINGS Copper & PVC Pipes a. V to 1" Copper Pipe (Hot water) b. V2" to 1 V2" PVC Pipe
c. 2" to 3' PVC Pipe d. 4" to 6" PVC Pipe
Wl
1M + 1H 1M + 1H
1P 1P 1P 1P
M'/Day/Coat
d. Wash Basin e. W/C Asian f. W/C Western g. Bidet h. Booster Pump i. Manhole 60cm to 90cm PLUMPING APPLIANCES Plumping Appliances a. Water Heater
M 2/Day/Coat
1P + 1H
1 PI +1 H 1 PI +1 H
R.M/Day R.M/Day
1 PI +1 H 1 PI +1 H
R.M/Day R.M/Day
PLUMPING FIXTURES Plumping Fixtures a. Shower Tray b. Kitchen Sink c. Urinals + Partition
1 PI +1 H 1 PI +1 H 1 PI +1 H
Nos./Day Nos./Day Nos./Day
1 PI +1 H 1 PI +1 H 1 PI +1 H 1 PI +1 H
Nos./Day Nos./Day Nos./Day Nos./Day Nos./Day
1PI 1M + 1H
1 PI +1 H
Page 4
8
Productivity Constraints S. No.
Description
Manpower
10 ELECTRICAL RACE WAYS Race Ways a. Conduits b. Trunking
Equipment
WIRING
Output
labour hours/ unit
1 El +1 H 1 El +1 H
CONDUCTORS & GROUNDING Conductors & Grounding a. Laying Cables
Unit
R.M/Day R.M/Day
R.M/Day
50 50
2 2
0.32 0.32
150
2
0.11
R.M/Day
300
2
0.05
Nos./Day Nos./Day
2 1
2 2
8.00 16.00
1EI+2H
Wiring
a. Wiring
BOARDS
1 El +1 H
Boards
a. D.B's b. M.D.B's
1 El +1 H 1 El +1 H
Page 5
Piling
Nos / Day / Equi. 5
Zones
Nos
zu1-1 zu1-2 zu2 zu3 zu4 zu5 zc1-1 zc1-2 zc1-3 zc2-1 zc2-2 zc2-3 zc3-1 zc3-2 zc3-3 zc4-1 zc4-2 zc4-3 zc4-4 zc5-1 zc5-2 zc5-3
24 32 42 40 60 60 23 36 46 17 28 21 18 28 21 5 17 36 38 22 36 38 688
Foundation & G-Beams
Rig. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Zones
M3
zu1 zu2 zu3 zu4 zu5 zc1-1 zc1-2 zc1-3 zc2-1 zc2-2 zc2-3 zc3-1 zc3-2 zc3-3 zc4-1 zc4-2
627 493 493 724 724 691 592 757 460 460 345 460 460 345 197 428
M-Crane 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Hrs/m3 0.44 Pump 34 27 27 40 40 38 33 42 25 25 19 25 25 19 11 24
Pump 1 2 2 2 3 3 1 2 2 1 1 1 1 1 1 0 1 2 2 1 2 2
Hrs/m2
1.92 Operator 34 27 27 40 40 38 33 42 25 25 19 25 25 19 11 24
Carpenter 101 79 79 116 116 111 95 122 74 74 55 74 74 55 32 69
Resources Trailer 1 2 3 3 4 4 1 2 3 1 1 1 1 1 1 1 1 2 2 1 2 2
Hrs / Ton 20 Reso Steel Fixture 172 136 136 199 199 190 163 208 127 127 95 127 127 95 54 118
zc4-3 zc4-4 zc5-1 zc5-2 zc5-3
592 625 625 592 625 11315
Blinding & Vapour Barrier
Zones
M2
zu1 zu2 zu3 zu4 zu5 zc1-1 zc1-2 zc1-3 zc2-1 zc2-2 zc2-3 zc3-1 zc3-2
2505 1644 1644 2613 2613 4363 2613 3875 3006 1500 2685 1500 3006
zc3-3 zc4-1 zc4-2 zc4-3 zc4-4 zc5-1 zc5-2 zc5-3 zc5-4
2685 2985 1540 1520 3656 1540 1520 2985 3656 55654
Conc. Toping @ 7.30
33 34 34 33 34
33 34 34 33 34
Hrs/m3 0.80
95 101 101 95 101
Hrs/m2
0.80
Pump 13 8 8 13 13 22 13 19 15 9 14 9 15
Operator 13 8 8 13 13 22 13 19 15 9 14 9 15
Mason (Conc.) 251 164 164 261 261 436 261 388 301 150 269 150 301
14 15 8 8 18 8 8 15 18
14 15 8 8 18 8 8 15 18
269 299 154 152 366 154 152 299 366
Hrs/m3 1.07
Reso Labor 251 164 164 261 261 436 261 388 301 150 269 150 301 269 299 154 152 366 154 152 299 366
Hrs/m2
2.88
Zones zc1-1 zc1-2 zc2-1 zc2-2 zc3-1 zc3-2 zc4-1 zc4-2 zc5-1
M3 690 292 451 198 451 198 566 382 566
Pump 92 39 60 26 60 26 75 51 75
Operator 92 39 60 26 60 26 75 51 75
zc5-2
382 4176
51
51
Carpenter 166 70 108 48 108 48 136 92 136
92
Hrs/m3
163 172 172 163 172
Hrs/m2
Reso Steel Fixture
Conc. Toping @ 11.30
Zones
M3
zc1-1 zc2-1 zc3-1
152 102 102
zc4-1 zc4-2 zc5-1 zc5-2 zc1-1, Lvl +4.70 zc4-1, Lvl +4.70
102 182 102 182 69 34 1027
Masonry
1.07
2.88
Pump 20 14 14
Operator 20 14 14
Carpenter 36 24 24
14 24 14 24 9 5
14 24 14 24 9 5
24 44 24 44 17 8
m2/day 8
Zones
M2
Lvl-1 zu1
Resources
Brick Layer
Labor
461
58
58
zu2 zu3 zu4 zu5 zc1 zc2 zc3 zc4-1 zc4-2 zc5-1 zc5-2 Lvl-2 zu1 zu2 zu3
338 338 676 676 761 574 574 798 822 798 822
42 42 85 85 95 72 72 100 103 100 103
42 42 85 85 95 72 72 100 103 100 103
1033 722 722
129 90 90
129 90 90
zu4 zu5 zc1 zc2 zc3 zc4-1 zc4-2 zc5-1 zc5-2
1344 1344 1042 762 762 998 922 998 922
168 168 130 95 95 125 115 125 115
168 168 130 95 95 125 115 125 115
Lvl-3 zu1 zu2 zu3 zu4 zu5 zc1 zc2 zc3 zc4 zc5
440 360 360 628 628 782 572 572 1688 1688
55 45 45 79 79 98 72 72 211 211
55 45 45 79 79 98 72 72 211 211
Reso Steel Fixture
26927
Steel-Columns
Ton /Day 55.00
144 95 95 150 150 255 313 167
Tower Crane 18 15 16 19 19 21 24 17
M-Crane 36 30 32 38 38 42 48 34
Operator 54 45 48 57 57 63 72 51
zc2-2 zc3-1
205 167
25 17
50 34
75 51
200 119
zc3-2 zc4-1 zc4-2 zc5-1 zc5-2
205 243 296 243 296 3024
18 19 17 18 16
36 38 34 36 32
54 57 51 54 48
144 152 170 144 160
Zones
Ton
zu1 zu2 zu3 zu4 zu5 zc1-1 zc1-2 zc2-1
Steel-Beams
Zones
Ton
Lv1-1 zc1-1 zc1-2 zc1-3, Lvl +4.70 zc2-1 zc2-2 zc3-1 zc3-2
Reso Erecter 108 60 64 114 114 210 288 119
Ton /Day 55.00 Tower Crane
M-Crane
Reso Erecter
Operator
437 185 127 285 126 285 126
18 20 22 19 15 16 15
36 40 44 38 30 32 30
54 60 66 57 45 48 45
252 120 66 171 60 144 60
zc4-1 zc4-2
358 241
17 17
34 34
51 51
204 136
zc4-3, Lvl +4.70 zc5-1 zc5-2 Lv1-2 zc1 zc2 zc3 zc4-1 zc4-2 zc5-1 zc5-2 Lv1-3 zu1 zu4
57 358 241
14 14 14
28 28 28
42 42 42
28 168 112
238 179 179 139 284 139 284
22 18 14 23 22 17 14
44 36 28 46 44 34 28
66 54 42 69 66 51 42
132 72 56 69 176 51 112
103 75
17 14
34 28
51 42
68 42
zu5 zc1-1 zc1-2 zc2-1 zc2-2 zc3-1 zc3-2 zc5-1 zc5-2
113 94 63 62 41 27 60 77 52
15 21 17 18 14 15 14 21 14
30 42 34 36 28 30 28 42 28
45 63 51 54 42 45 42 63 42
60 84 68 72 56 60 56 84 56
5035
Steel-Roof Trusses
Ton /Day 55.00
402 262 262 417 417 711 868 464 567
Tower Crane 24 18 18 15 20 15 15 18 19
M-Crane 48 36 36 30 40 30 30 36 38
Operator 72 54 54 45 60 45 45 54 57
zc3-1
464
18
36
54
126
zc3-2 zc4-1 zc4-2 zc5-1 zc5-2
567 672 822 672 822 8389
15 21 26 17 16
30 42 52 34 32
45 63 78 51 48
120 168 260 136 160
Zones
Ton
zu1 zu2 zu3 zu4 zu5 zc1-1 zc1-2 zc2-1 zc2-2
Reso Erecter 144 72 72 90 120 150 180 126 152
Steel-Deck Zones Lv1-1 zc1-1 zc1-2 zc1-3, Lvl +4.70 zc2-1 zc2-2 zc3-1 zc3-2 zc4-1 zc4-2 zc4-3, Lvl +4.70 zc5-1 zc5-2 Lv1-2 zc1 zc2 zc3
41.67 Reso Erecter
Tower Crane
M-Crane
Operator
3,703 1,615 724 2,527 1,135 2,527 1,135 3,099 2,182
14 11 14 17 16 14 16 17 15
28 22 28 34 32 28 32 34 30
42 33 42 51 48 42 48 51 45
89 39 17 61 27 61 27 74 52
537 3,099 2,182
14 14 14
28 28 28
42 42 42
13 74 52
1,615 1,135 1,135
13 14 14
26 28 28
39 42 42
39 27 27
Ton
zc4-1 zc4-2 zc5-1 zc5-2 Lv1-3 zu1 zu4 zu5
805 2,182 805 2,182
14 18 14 18
28 36 28 36
42 54 42 54
19 52 19 52
985 769 1,064
14 12 13
28 24 26
42 36 39
24 18 26
37142
Roof Cladding
m2/day 41.67
Zones
M2
zu1 zu2 zu3 zu4 zu5 zc1-1 zc1-2 zc2-1 zc2-2 zc3-1 zc3-2 zc4-1
2505 1644 1644 2613 2613 4362 5723 3006 3825 3006 3825 4023
60 39 39 63 63 105 137 72 92 72 92 97
Labor 60 39 39 63 63 105 137 72 92 72 92 97
zc4-2
4760
114
114
zc5-1 zc5-2
4023 4760 52332
97 114
97 114
Cladding Erecter
Reso
Wall Cladding
Zones
M2
m2/day 25.00
zu1 zu2 zu3 zu4 zu5 zc1
1979 1320 1320 2045 2045 7474
79 53 53 82 82 299
Labor 79 53 53 82 82 299
zc2 zc3 zc4 zc5
4975 4975 6219 6219 38570
199 199 249 249
199 199 249 249
Cladding Erecter
Reso
(Unit/Day) Operator 4 5 5 5 6 6 4 5 5 4 4 4 4 4 4 3 4 5 5 4 5 5
rces
Manday Steel Fix. 13 20 22 21 26 26 12 19 24 9 15 13 10 13 10 4 9 22 19 11 19 20
Labors 4 5 5 5 6 6 4 5 5 4 4 4 4 4 4 3 4 5 5 4 5 5
Driver 1 2 3 3 4 4 1 2 3 1 1 1 1 1 1 1 1 2 2 1 2 2
22 32 35 34 42 42 21 31 37 18 24 22 19 22 19 11 18 34 31 20 31 32 597
Manday
Maso Ma son n (C (Con onc. c.)) 69 54 54 80 80 76 65 83 51 51 38 51 51 38 22 47
Lab abor or 273 215 215 316 316 301 258 330 200 200 150 200 200 150 86 187
650 511 511 750 750 716 614 785 477 477 358 477 477 358 204 444
420 330 330 485 485 463 397 507 308 308 231 308 308 231 132 287
65 69 69 65
258 272 272 258
614 648 648 614
397 419 419 397
69
272
648 11729
419
rces
Manday 514 337 337 536 536 894 536 794 616 309 551 309 616 551 612 316 312 750 316 312 612 750 11412
125 83 83 131 131 218 131 194 151 85 135 85 151 135 150 77 76 183 77 76 150 183 2810
rces Maso Ma son n (C (Con onc. c.)) 184 78 120 53 120 53 151 102 151
Manday Lab abor or 166 70 108 48 108 48 136 92 136
102
92
607 257 397 174 397 174 498 336 498
460 195 301 132 301 132 378 255 378
336 3676
255
rces Maso Ma son n (C (Con onc. c.)) 41 27 27 27 49 27 49 18 9
Manday Lab abor or 36 24 24 24 44 24 44 17 8
134 90 90 90 160 90 160 61 30 813
Manday 115 85 85 169 169 190 144 144 200 206 200 206 0 258 181 181 336 336 261 191
0.016
101 68 68 68 121 68 121 46 23
191 250 231 250 231
0 110 90 90 157 157 196 143 143 422 422 6732
rces Labor 108 60
Manday 270 165
6 4
64 114 114 210 288 119 200 119
176 285 285 483 648 289 475 289
4 6 6 10 12 7 8 7
144 152 170 144 160
342 361 391 342 368 5169
8 8 10 8 10
rces Labor 252 120 66 171 60 144 60
Manday
558 300 198 399 165 336 165
14 6 3 9 4 9 4
204 136
459 323
12 8
28 168 112
98 378 266 0 330 198 154 207 418 153 266 0 187 126 165 231 187 198 154 165 154 231 154 0 7323
2 12 8 0 6 4 4 3 8 3 8 0 4 3 4 4 4 4 4 4 4 4 4
132 72 56 69 176 51 112 68 42 60 84 68 72 56 60 56 84 56
rces Labor 144 72 72 90
Manday 360 198 198 225
6 4 4 6
1 12 50 0 180 126 152
3 30 40 5 405 306 361
16 0 12 7 8
126 120 168 260 136 160
306 285 399 598 323 368 4977
7 8 8 10 8 10
rces Labor 89 39 17
220 111 77
14 6 3
61 27 61 27 74 52
172 102 163 102 200 150
9 4 9 4 12 8
13 74 52
68 191 147 0 117 96 96 81 159 81 159 0 89 73 90 0 2743
2 12 8 0 6 4 4 3 8 3 8 0 4 3 4
39 27 27 19 52 19 52 24 18 26
rces
Manday
Manday 120 79 79 125 125 209 275 144 184 144 184 193
228 193 228 2512
rces
Manday 38570 158 106 106 164 164 598 398 398 498 498 3086
1979 1320 1320 2045 2045 7474 4975 4975 6219 6219
2430 1620 1620 2430 2511 1620 2511 1620 4 41 117.5 2511 5058 2511 2748 9176 3360 6108 2748 6108 3360 7635 3435 7635 4200 47354 3435 4200
8 1.5
6 1.5
1.5 1.3
72 2.925 74.925
Zones ZU1 ZU2 ZU3 ZU4 ZU5 ZC1-1 ZC1-2 ZC2-1 ZC2-2
Length 90 60 60 93 93 90 90 60 60
Width 27 27 27 27 27 45.8 56 45.8 56
Area 2,430 1,620 1,620 2,511 2,511 4,118 5,058 2,748 3,360
ZC3-1
60
45.8
2,748
ZC3-2 ZC4-1 ZC4-2 ZC5-1 ZC5-2
60 75 75 75 75
56 45.8 56 45.8 56
3,360 3,435 4,200 3,435 4,200
Zones
Length
Width
Area
zc1-1 zc1-2 zc1-3, Lvl +4.70 zc2-1 zc2-2 zc3-1 zc3-2
3,703 1,615 724 2,527 1,135 2,527 1,135
zc4-1 zc4-2
3,099 2,182
zc4-3, Lvl +4.70 zc5-1 zc5-2
537 3,099 2,182
zc1 zc2 zc3 zc4-1 zc4-2 zc5-1 zc5-2
1,615 1,135 1,135 805 2,182 805 2,182
zu1 zu4 zu5
985 769 1,064
405
1,620
269
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