377450435 Productivity Rates [PDF]

Zitiervorschau

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