38 2 185KB
8
Productivity Constraints S. No.
Description
Manpower
Equipment
Unit
Output
labour hours/ unit
01 GENERAL REQUIREMENT
TEMPORARY FACILITIES a. Watchman & Curing b. Site Cleaning c. d.
Fencing Fixing of Lightweight Scaffolding
(Dhs. Contract Value /50.000) Helper- Day
Day Day
-1
1C+2H+1P 1C + 1H
Rm/Day M'/Day
50 70
M* / Day M'/Day M'/Hr M'/Hr M'/Hr M'VHr
3 1 40 25 20 10
(Duration x 2H)
02 SITE WORK EARTH WORK Excavation
a. b. c. d. e. f.
Soft Soil (Hand Tools) Hard Soil (Hand Tools) Soft Soil Hard Soil Soft Soil 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) PAVING AND SURFACING Interlocking Tiles a. Compaction/Levelling b. Spreading Sand and Brushing c. Laying Tiles d. Filling, Compaction Precast Kerb Stone a. Excavation & Blinding for Curbstone b. Laying Kerbs c. Kerb stone on curved lines d. Hunching
1H 1H -
Hand Tools Hand Tools Shovel Shovel
1H 1H
Shovel Roller Compr. Shovel Roller Compr.
M*/Hr M'/Day M'/Hr M'/Day
30 100 100 200
2H 2H
Roller Compr.
200 200
1H
Plate Compr.
M2/Day M'/Day M'/Day M'/Day
60 150
R.M/Day R.M/Day R.M/Day R.M/Hr
10 35 15 20
JCB
J.C.B
1M + 2H
1H
1M + 2H 1M + 1H 1M + 1H
03 CONCRETE CONCRETE FORMWORK
Shuttering (with supports) a. Shutt of Blinding b. Shutt of Footing (Plywood) c. Shutt of Footing (Plates) d. Shutt of Stub Column e. Shutt of Strap/ Tie Beam (Plywood) f. Shutt of Strap / Tie Beam (Plates) g. Shutt of Wall h. Shutt of Column 20x20 i. Shutt of Column 20x40 Shutt of Beam with support j k. Shutt of Roof Slab I. Shutt of Lintel m. Shutt of Coping beam 20x2Qcm n. Shutt of Parapet 0. Shutt of Arch Lintel p. Expansion Joints/ Ground Slab s. Shuttering of beam & column for 8m io 12m high u. Shutt of Staircase De-shuttering Works t
CONCRETE REINFORCEMENT Reinforcement (Tightering for Cut & Bend Steel a. Reinf. of Footing b. Reinf.of Stub Column c. Reinf. of Strap Beam d. Reinf. of Tie Beam e. Reinf. of Wall f. Reinf. of Column Reinf. of Beam g h. Reinf. of Solid Slab i. Reinf. of Lintel j- Reinf. Copying beam 20X20 cm
1C + 1H 1C + 1H 1C + 1H 1C + 1H 1C + 1H 1C + 1H 1C + 1H 1C + 1H 1C + 1H 1C + 1H 1C+2H 1C + 1H 1C + 1H 1C + 1H 1C + 1H 1C + 1H 1C + 1H 1C + 1H
M'/Day 10 M'/Day 10 M'/Day 10 M'/Day 7 M'/Day 10 M' / Day 10 M'/Day 10 M'/Day 10 M' / Day 10 M'/Day 10 M'/Day 10 M'/Day 6 M'/Day 6 M'/Day 12 M'/Day 6 L.m/Day 50 M'/Day 8 M' /Day 5 20% of shuttering works
1 SF +1 H 1 SF +1 H 1 SF +1 H 1 SF +1 H 1 SF +1 H 1 SF +1 H 1 SF +1 H 1 SF +1 H 1 SF +1 H 1 SF +1 H
to/Day to/Day to/Day to/Day to/Day to/Day to/Day to/Day to/Day to/Day
0.4 0.25 0.3 0.35 0.4 0.3 0.3 0.3 0.18 0.2
1 1
1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2
2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2
2 2 2 2 2 2 2 2 2 2
Hr/M2 incl de-shuttering 1.92 1.92 1.92 2.74 1.92 1.92 1.92 1.92 1.92 1.92 2.88 3.20 3.20 1.60 3.20 0.38 2.40 3.84
40.00 64.00 53.33 45.71 40.00 53.33 53.33 53.33 88.89 80.00
Page 1
8
Productivity Constraints S. No.
Description
k. Reinf. of Parapet I. Reinf. of Arch Lintel m. Reinf. of Staircase Mesh Reiforcement a. Mesh Reinforcement
Manpower
Equipment
Unit
Output
1 SF +1 H 1 SF +1 H 1 SF +1 H
to/Day to/Day to/Day
0.3 0.18 0.25
1 SF + 2 H
M' / Day
0.3
3
80.00
1M + 2 H 1M + 2 H 2M + 4 H 2M + 4H 3M + 8H 1M + 6H 2M+6H 3M + 5H 3M + 5H 3M + 5H 1M+1C+3H 1M+4H 1M+4H 2M+2C+5H 1M + 2H 1C+5H 1C+5H 1M+ 1C+4H 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 M'/Day M'/Day M'/Day M'/Day N os./Hour RM/Day RM/Day M"/Day M'/Day M'/Day M'/Day
30 40 250 40 200 40 200 30 45 60 200 8 30 200 6 150 60 10 5 6 12
3 3 6 6 11 7 8 8 8 8 5 5 5 9 3 6 6 6 4 4 2
0.80 0.60 0.19 1.20 0.44 1.40 0.32 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
1 M+2H
Nos. / Day
140
3
10.71
1M + 1H
Nos./Day
m3/nos
0.016 150 140 150 180 140 100 120
2 3 2 2 3 3 2
10 8
2 2
h/m3 6.67 10.71 6.67 5.56 10.71 15.00 8.33 h/m2 1.60 2.00
50
2
0.32
labour hours/ unit 2 53.33 2 88.89 2 64.00
CAST IN PLACE CONCRETE
Casting Concreting (Readymix) a. Cast Blinding 5cm b. Cast Blinding 10cm c. Cast Blinding 5cm, 10cm (Pump) d. Cast of Footing e. Cast of Footing (Pump) f. Cast of Strap/ Tie Beam g- Cast of Tie Beam (Pump) h. Cast of Ground Floor Slab 10cm Cast of Ground Floor Slab 15cm i. Cast of Ground Floor Slab 20cm j. k. Cast of Wall I. Cast of Column m. Cast of Beam of Slab n. Cast of Roof Slab 0 Cast of Lintel p. Cast of Coping beam 20x20cm(upto2.5m) q. Cast of Coping beam 20x2ucm(above2.5m) r. Cast of Parapet (Pump) s. Cast of Arch Lintel u. Casting of Neck Column v. Casting of Staircase
Pump Pump Pump
Pump
Pump
Pump
4. MASONARY BLOCK WORK
Solid Block
a.
200mm Solid Block upto 2.5m Height
Hollow Block 100mm Hollow Block upto 2.5m Height a.
b. c. d. e.
100mm Hollow Block - 2.5m to 6m Height
1M + 2H
Nos./Day
150mm Hollow Block-upto 2.5m Height
1M + 1H
Nos./Day
200mm Hollow Block - upto 2.5m Height
1M + 1H
Nos./Day
200mm Hollow Block - 2.5m to 6m Height
1M + 2H
Nos./Day
f.
200mm Block Work above 6m Height
1M + 2H
Nos./Day
g.
200mm block work including pointing
1M + 1H
Nos./Day
1M + 1H
M2/Day
1M + 1H
M2/Day
1P + 1H
40
2
0.40
250
6
0.19
Claustra Block Claustra Block 200x200 a.
b.
Claustra Block 150x150
05 METALS STRUCTURAL METAL FRAMING
Steel Structure Painting of steel structure columns a.
b.
Painting of steel structure rafters
1P + 1H
c.
Erection of steel structure main frame(Eave Height up to 6m span up to 25m)
3E+3H
M7D ay/Coat M7D ay/Coat M7Day
d.
Erection of steel structure main frame(Eave Heiqht more than 6m span up to 36m) Fixing of Single Skin Sheet (Roof)
3E+3H
M7Day
175
6
0.27
3E+3H
M7Day
Fixing of Single Skin Sheet (Walls)
3E+3H
M7Day
Single skin with Fibre Glass Insulation (Roof)
3E+3H
M7Day
Single skin with Fibre Glass Insulation (Wall)
3E+3H
M7Day
Sandwich Panels (Roof)
3E+3H
M7Day
Sandwich Panels (Wall)
3E+3H
M7Day
Corner Flashing & Trims, etc
1E+3H
Rm/Day
350 150 250 100 250 150 80
6 6 6 6 6 6 4
0.14 0.32 0.19 0.48 0.19 0.32 0.40
e. f. g h. i. j k.
Page 2
8
Productivity Constraints S. No.
Description
4m x 4m Double Sliding Door I. Wall or Roof opening + Frames (1.0m x 1.0m) m. Ridge Ventilator n. Gutter/ Down Spout o. 06 MOISTURE THERMLA CONTROL WATER PROOFING & DAMP PROOFING Polythene Sheets Polythene under footings a.
b. c.
Manpower
Unit
Output
1E+3H
No. No.
1E+3H
No./Day
1E+3H
Rm/Day
1 8 6 70
1C + 1H
M2/Day
200
2
0.08
1E+3H
Equipment
labour hours/ unit 4 32.00 4 4.00 4 5.33 4 0.46
1C + 1H
M'/Day
600
Polythene under tie beam
1H
Rm/Day
200
2 1
0.03 0.04
Bitumin Paint Cold Bituminous Painting a.
1H
M2/Day/ Coat M2/Day/ Coat
100
1
0.08
60
2
0.27
1C + 1H
M2/Day
30
2
0.53
1C + 1H
RM/Hr
1H
RM/Hr
18 7
2 1
0.89 1.14
1M + 1H 1M + 1H 1M + 2H 1M + 2H 1C + 1H 1M + 1H
M / Day M'/Day M'/Day 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
1M + 1H
M2/Day
Wall plaster 3m to 6m Height Wall plaster above 6m Height
1M + 2H 1M + 2H
M'/Day M'/Day
20 18 15
2 3 3
0.80 1.33 1.60
a. b. c. d.
Floor Mosaic Tiles
1M + 1H
M2/Day
1M + 1H 1M + 1H 1 Po +1 H
R.M/Day R.M/Day M'/Day
15 40 14 50
2 2 2 2
1.07 0.40 1.14 0.32
a. b. c. d. e. f. g h.
Fixing of Ceramic Wall Tiles (Glue Type)
1M + 1H
M2/Day
Grouting of Ceramic Wall Tiles
1M + 1H
M2/Day
Fixing of Ceramic Wall Tiles (Cement Mortar Typ
1M + 1H
M2/Day
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
10 30 8 12 15 20 40 30
2 2 2 2 2 2 2 2
1.60 0.53 2.00 1.33 1.07 0.80 0.40 0.53
a. b.
PVC Tiles PVC Skirting
1M + 1H 1M + 1H
M2/Day Lm/Day
35 40
2 2
0.46 0.40
Marble Wall
1M + 1H
M2/Day
Marble Floor Marble Skirting Marble Steps (Riser & Treads)
1M + 1H 1M + 1H 1M + 1H
M2/Day R.M/Day R.M/Day
6 15 30 10
2 2 2 2
2.67 1.07 0.53 1.60
1M + 1H 1M + 1H
M2/Day R.M/Day
50 25
2 2
0.32 0.64
Polythene under slab
b.
Hot Bituminous Painting
Bitumin Membrane Bituminous Membrane + Protection Board a.
2H
SEALERS
Construction Joint Flexel Board a.
Sealant b. PLASTER Internal Plaster
a. 1 Ceiling Plaster b. Wall plaster upto 3m Height c. Wall plaster 3m to 6m Height d. (Wall plaster above 6m Height e. Fixing of Plaster Mesh f. Fixing of Corner beed External Plaster a. Wall plaster upto 3m Height
TILES
b. c.
Rm
Mosaic Mosaic Skirting Mosaic Steps (Riser & Tread) Mosaic Polishing
Ceramic
PVC Tiles
Marble
a. b. c. d.
Floor Screed (50 mm) a. Floor Screed (50mm) b. Cement Skirting Wodden Skirting
Page 3
8
Productivity Constraints S. No.
a.
Description Timber
Manpower
Equipment
Unit
Output
1C + 1H
R.M/Day
100
10
labour hours/ unit 2 0.16
Threshole
a. Threshold False Ceiling a. False Ceiling - Suspended Type
1M
R.M/Day
1
0.80
1C + 1H
M2/Day
30
2
0.53
Dry Wall Partition a. Dry wall Partition
1C + 1H
M2/Day
20
2
0.8
1M + 1H 1M + 1H
Wl Day/Coat M'l Day/Coat
100 100
2 2
0.16 0.16
1P 1P 1P 1P
Wl Day/Coat Ntl Day/Coat M2/Day/Coat
1 1 1 1
0.04
M'/Day/Coat
200 80 100 60
1P + 1H
M2/Day/Coat
50
2
0.32
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
12 20 75 60
2 2 2 2
1.33 0.80 0.21 0.27
1 PI +1 H 1 PI +1 H 1 PI +1 H 1 PI +1 H 1 PI +1 H 1 PI +1 H 1 PI +1 H 1M + 1H
Nos./Day Nos./Day Nos./Day Nos./Day Nos./Day Nos./Day Nos./Day Nos./Day 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
1 PI +1 H
Nos./Day
2
2
8.00
1 El +1 H 1 El +1 H
R.M/Day R.M/Day
50 50
2 2
0.32 0.32
1EI+2H
R.M/Day
150
2
0.11
Wiring
1 El +1 H
R.M/Day
300
2
0.05
D.B's M.D.B's
1 El +1 H 1 El +1 H
Nos./Day Nos./Day
2 1
2 2
8.00 16.00
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
0.08 0.13
09 MECHANICAL PIPE & FITTINGS
Copper & PVC Pipes a. V to 1" Copper Pipe (Hot water) b. V2" to 1 V2" PVC Pipe
c. d.
2" to 3' PVC Pipe 4" to 6" PVC Pipe
PLUMPING FIXTURES
Plumping Fixtures a. Shower Tray b. Kitchen Sink c. Urinals + Partition d. Wash Basin e. W/C Asian f. W/C Western g. Bidet h. Booster Pump Manhole 60cm to 90cm i.
1PI
PLUMPING APPLIANCES
Plumping Appliances a. Water Heater
10 ELECTRICAL RACE WAYS
Race Ways a. Conduits b. Trunking
CONDUCTORS & GROUNDING Conductors & Grounding a. Laying Cables
WIRING
Wiring
a. BOARDS
Boards
a. b.
Page 4
Nos / Day / Equi. 5
Piling 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
Rig. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
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
Foundation & G-Beams 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
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 (Unit/Day) 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 Resources 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 zc3-3 zc4-1 zc4-2 zc4-3 zc4-4 zc5-1 zc5-2 zc5-3 zc5-4
2505 1644 1644 2613 2613 4363 2613 3875 3006 1500 2685 1500 3006 2685 2985 1540 1520 3656 1540 1520 2985 3656 55654
33 34 34 33 34
33 34 34 33 34
Hrs/m3 0.80 Pump 13 8 8 13 13 22 13 19 15 9 14 9 15 14 15 8 8 18 8 8 15 18
Zones
M3
zc1-1 zc1-2 zc2-1 zc2-2 zc3-1 zc3-2 zc4-1 zc4-2 zc5-1
690 292 451 198 451 198 566 382 566
Pump 92 39 60 26 60 26 75 51 75
163 172 172 163 172
Hrs/m2
0.80 Operator 13 8 8 13 13 22 13 19 15 9 14 9 15 14 15 8 8 18 8 8 15 18
Hrs/m3 1.07
Conc. Toping @ 7.30
95 101 101 95 101
Mason (Conc.) 251 164 164 261 261 436 261 388 301 150 269 150 301 269 299 154 152 366 154 152 299 366
Resources 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 Operator 92 39 60 26 60 26 75 51 75
Carpenter 166 70 108 48 108 48 136 92 136
Resources Steel Fixture
zc5-2
382 4176
zc1-1 zc2-1 zc3-1 zc4-1 zc4-2 zc5-1 zc5-2 zc1-1, Lvl +4.70 zc4-1, Lvl +4.70
M3 152 102 102 102 182 102 182 69 34 1027
Lvl-1 zu1 zu2 zu3 zu4 zu5 zc1 zc2 zc3 zc4-1 zc4-2 zc5-1 zc5-2 Lvl-2 zu1 zu2 zu3 zu4 zu5 zc1 zc2 zc3 zc4-1 zc4-2 zc5-1 zc5-2
Pump 20 14 14 14 24 14 24 9 5
M2
92
Hrs/m2
2.88 Operator 20 14 14 14 24 14 24 9 5
m2/day 8
Masonry Zones
51
Hrs/m3 1.07
Conc. Toping @ 11.30 Zones
51
Carpenter 36 24 24 24 44 24 44 17 8
Resources
Brick Layer
Labor
461 338 338 676 676 761 574 574 798 822 798 822
58 42 42 85 85 95 72 72 100 103 100 103
58 42 42 85 85 95 72 72 100 103 100 103
1033 722 722 1344 1344 1042 762 762 998 922 998 922
129 90 90 168 168 130 95 95 125 115 125 115
129 90 90 168 168 130 95 95 125 115 125 115
Resources Steel Fixture
Lvl-3 zu1 zu2 zu3 zu4 zu5 zc1 zc2 zc3 zc4 zc5
440 360 360 628 628 782 572 572 1688 1688 26927
55 45 45 79 79 98 72 72 211 211
55 45 45 79 79 98 72 72 211 211
Ton /Day 55.00
Steel-Columns Zones
Ton
zu1 zu2 zu3 zu4 zu5 zc1-1 zc1-2 zc2-1 zc2-2 zc3-1 zc3-2 zc4-1 zc4-2 zc5-1 zc5-2
144 95 95 150 150 255 313 167 205 167 205 243 296 243 296 3024
Tower Crane 18 15 16 19 19 21 24 17 25 17 18 19 17 18 16
M-Crane 36 30 32 38 38 42 48 34 50 34 36 38 34 36 32
Operator 54 45 48 57 57 63 72 51 75 51 54 57 51 54 48
Resources Erecter 108 60 64 114 114 210 288 119 200 119 144 152 170 144 160
Resources Erecter
Ton /Day 55.00
Steel-Beams Zones
Ton
Lv1-1 zc1-1 zc1-2 zc1-3, Lvl +4.70 zc2-1 zc2-2 zc3-1 zc3-2
437 185 127 285 126 285 126
Tower Crane
M-Crane
Operator
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 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 zu5 zc1-1 zc1-2 zc2-1 zc2-2 zc3-1 zc3-2 zc5-1 zc5-2
358 241 57 358 241
17 17 14 14 14
34 34 28 28 28
51 51 42 42 42
204 136 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 75 113 94 63 62 41 27 60 77 52
17 14 15 21 17 18 14 15 14 21 14
34 28 30 42 34 36 28 30 28 42 28
51 42 45 63 51 54 42 45 42 63 42
68 42 60 84 68 72 56 60 56 84 56
M-Crane 48 36 36 30 40 30 30 36 38 36 30 42 52 34 32
Operator 72 54 54 45 60 45 45 54 57 54 45 63 78 51 48
5035
Ton /Day 55.00
Steel-Roof Trusses Zones
Ton
zu1 zu2 zu3 zu4 zu5 zc1-1 zc1-2 zc2-1 zc2-2 zc3-1 zc3-2 zc4-1 zc4-2 zc5-1 zc5-2
402 262 262 417 417 711 868 464 567 464 567 672 822 672 822 8389
Tower Crane 24 18 18 15 20 15 15 18 19 18 15 21 26 17 16
Resources Erecter 144 72 72 90 120 150 180 126 152 126 120 168 260 136 160
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 zc4-1 zc4-2 zc5-1 zc5-2 Lv1-3 zu1 zu4 zu5
Ton
41.67 Resources Erecter
Tower Crane
M-Crane
Operator
3,703 1,615 724 2,527 1,135 2,527 1,135 3,099 2,182 537 3,099 2,182
14 11 14 17 16 14 16 17 15 14 14 14
28 22 28 34 32 28 32 34 30 28 28 28
42 33 42 51 48 42 48 51 45 42 42 42
89 39 17 61 27 61 27 74 52 13 74 52
1,615 1,135 1,135 805 2,182 805 2,182
13 14 14 14 18 14 18
26 28 28 28 36 28 36
39 42 42 42 54 42 54
39 27 27 19 52 19 52
985 769 1,064
14 12 13
28 24 26
42 36 39
24 18 26
37142
m2/day 41.67
Roof Cladding 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
Cladding Erecter
60 39 39 63 63 105 137 72 92 72 92 97
Resources Labor 60 39 39 63 63 105 137 72 92 72 92 97
zc4-2 zc5-1 zc5-2
4760 4023 4760 52332
zu1 zu2 zu3 zu4 zu5 zc1 zc2 zc3 zc4 zc5
114 97 114
m2/day 25.00
Wall Cladding Zones
114 97 114
M2 1979 1320 1320 2045 2045 7474 4975 4975 6219 6219 38570
Resources Cladding Erecter
79 53 53 82 82 299 199 199 249 249
Labor 79 53 53 82 82 299 199 199 249 249
Resources (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
Resources Mason (Conc.) 69 54 54 80 80 76 65 83 51 51 38 51 51 38 22 47
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 Labor 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 69
258 272 272 258 272
Resources
614 648 648 614 648 11729
Manday 514 337 337 536 536 894 536 794 616 309 551 309 616 551 612 316 312 750 316 312 612 750 11412
Resources Mason (Conc.) 184 78 120 53 120 53 151 102 151
397 419 419 397 419
125 83 83 131 131 218 131 194 151 85 135 85 151 135 150 77 76 183 77 76 150 183 2810
Manday Labor 166 70 108 48 108 48 136 92 136
607 257 397 174 397 174 498 336 498
460 195 301 132 301 132 378 255 378
102
Resources Mason (Conc.) 41 27 27 27 49 27 49 18 9
92
336 3676
255
Manday Labor 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 0 258 181 181 336 336 261 191 191 250 231 250 231
0.016
101 68 68 68 121 68 121 46 23
0 110 90 90 157 157 196 143 143 422 422 6732
Resources Labor 108 60 64 114 114 210 288 119 200 119 144 152 170 144 160
Manday
Resources Labor
Manday
252 120 66 171 60 144 60
270 165 176 285 285 483 648 289 475 289 342 361 391 342 368 5169
558 300 198 399 165 336 165
6 4 4 6 6 10 12 7 8 7 8 8 10 8 10
14 6 3 9 4 9 4
204 136 28 168 112 132 72 56 69 176 51 112 68 42 60 84 68 72 56 60 56 84 56
Resources Labor 144 72 72 90 120 150 180 126 152 126 120 168 260 136 160
459 323 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
12 8 2 12 8 0 6 4 4 3 8 3 8 0 4 3 4 4 4 4 4 4 4 4 4
Manday 360 198 198 225 300 345 405 306 361 306 285 399 598 323 368 4977
6 4 4 6 6 10 12 7 8 7 8 8 10 8 10
Resources Labor 89 39 17 61 27 61 27 74 52 13 74 52 39 27 27 19 52 19 52 24 18 26
Resources
Manday
220 111 77 172 102 163 102 200 150 68 191 147 0 117 96 96 81 159 81 159 0 89 73 90 0 2743
Manday 120 79 79 125 125 209 275 144 184 144 184 193
14 6 3 9 4 9 4 12 8 2 12 8 0 6 4 4 3 8 3 8 0 4 3 4
228 193 228 2512
Resources
Manday 158 106 106 164 164 598 398 398 498 498 3086
38570 1979 1320 1320 2045 2045 7474 4975 4975 6219 6219
2430 1620 1620 2511 2511 9176 6108 6108 7635 7635 47354
2430 1620 1620 2511 2511 4117.5 5058 2748 3360 2748 3360 3435 4200 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 ZC3-1 ZC3-2 ZC4-1 ZC4-2 ZC5-1 ZC5-2
Length 90 60 60 93 93 90 90 60 60 60 60 75 75 75 75
Width 27 27 27 27 27 45.8 56 45.8 56 45.8 56 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 2,748 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
405
1,620
269
zc4-1 zc4-2 zc4-3, Lvl +4.70 zc5-1 zc5-2
3,099 2,182 537 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 zc1-1 zc1-2 zc2-1 zc2-2 zc3-1 zc3-2 zc5-1 zc5-2
985 769 1,064
Zones ZU1 ZU2 ZU3 ZU4 ZU5 ZC1-1 ZC1-2 ZC2-1 ZC2-2 ZC3-1 ZC3-2 ZC4-1 ZC4-2 ZC5-1 ZC5-2
Length 90 60 60 93 93 90 90 60 60 60 60 75 75 75 75
Width 27 27 27 27 27 45.8 56 45.8 56 45.8 56 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 2,748 3,360 3,435 4,200 3,435 4,200
405
1,620
Zones
Length
Width
Area
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
3,703 1,615 724 2,527 1,135 2,527 1,135 3,099 2,182 537 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
269
5% 3% 3% 5% 5% 19% 13% 13% 16% 16%
42 0.5833333333 7.8 2.6666666667 49.8 0.6646646647