+ All Categories
Home > Documents > Main Building Take Off

Main Building Take Off

Date post: 05-Apr-2018
Category:
Upload: bonzibit-zibit
View: 217 times
Download: 0 times
Share this document with a friend

of 50

Transcript
  • 8/2/2019 Main Building Take Off

    1/50

    236 m2

    Coeff. Location L B H/D Nr Total Coeff.

    17.10 13.80 235.98

    0.00

    235.98

    27 m3

    Coeff. Location L B H/D Nr Total

    1/B-F 6.93 0.45 0.78 1 2.42

    1B/D-E 1.55 0.45 0.78 1 0.54

    2/B-F 6.03 0.45 0.78 1 2.10

    3/A-F 7.00 0.45 0.78 1 2.46

    5/C-E 3.75 0.45 0.78 1 1.32

    5A/E-E2 1.50 0.45 0.78 1 0.53

    6/E2-F 1.00 0.45 0.78 1 0.35

    8/A-E 6.35 0.45 0.78 1 2.23

    A/3-7 5.35 0.45 0.78 1 1.88 Coeff.

    B/1-3 5.63 0.45 0.78 1 1.97

    C/3-7 5.20 0.45 0.78 1 1.83

    D/1-2 3.30 0.45 0.78 1 1.16E/1-8 10.73 0.45 0.78 1 3.76

    E1/2-3 2.40 0.45 0.78 1 0.84

    F/1-6 9.30 0.45 0.78 1 3.26

    76.00 26.65

    83 m2

    Coeff. Location L B H/D Nr Total

    76.00 0.45 1.00 1 34.20 tr Coeff.

    _

    43.48 1.00 1.00 1 48.31 pits

    Topsoil exc. 150mm thick Pit Exc

    Exc. foundation trench

    Compa

    Compaction to bottom of excavations

    Remov

  • 8/2/2019 Main Building Take Off

    2/50

    82.51

    43 m3

    Coeff. L B H/D Nr Total

    26.65 TR

    43.48 PITS

    Coeff.

    70.12

    DDT 26.99

    43.13

    58 m3

    Coeff. Location L B H/D Nr Total

    1-2/B-D 4.20 4.20 0.45 1 7.94

    1B-2/D-E 2.85 1.85 0.45 1 2.37 Coeff.

    1-2/E-F 4.20 3.70 0.45 1 6.99

    ddt 1.80 0.60 0.45 1 0.49

    2-3/B-E 6.00 3.15 0.45 1 8.51

    2-3/E-E1 3.15 1.20 0.45 1 1.70

    2-3/E1-E2 3.15 2.35 0.45 1 3.33

    3-5/C-E 4.65 2.20 0.45 1 4.60

    5-7/C-E 4.65 4.55 0.45 1 9.52

    3-6/E-F 4.20 3.70 0.45 1 6.99

    ddt 1.80 0.60 0.45 1 0.49 50.991-1B/D-E 1.85 1.20 0.30 1 0.67

    3-8/A-C 7.20 2.85 0.30 1 6.16 6.82

    57.81

    Reinfd

    Backfill

    Plain in

    Hardcore Filling

    Reinfd

  • 8/2/2019 Main Building Take Off

    3/50

    8 m3 Coeff.

    Coeff. Locaton L B H/D Nr Total

    1/B-F 6.93 0.45 0.23 1 0.70

    1B/D-E 1.55 0.45 0.23 1 0.16

    2/B-F 6.03 0.45 0.23 1 0.61

    3/A-F 7.00 0.45 0.23 1 0.71

    5/C-E 3.75 0.45 0.23 1 0.38

    5A/E-E2 1.50 0.45 0.23 1 0.15

    6/E2-F 1.00 0.45 0.23 1 0.10

    8/A-E 6.35 0.45 0.23 1 0.64

    A/3-7 5.35 0.45 0.23 1 0.54

    B/1-3 5.63 0.45 0.23 1 0.57

    C/3-7 5.20 0.45 0.23 1 0.53

    D/1-2 3.30 0.45 0.23 1 0.33

    E/1-8 10.73 0.45 0.23 1 1.09

    E1/2-3 2.40 0.45 0.23 1 0.24

    F/1-6 9.30 0.45 0.23 1 0.94Coeff.

    7.70

    2 m3

    Coeff. Location L B H/D Nr Total

    B1 0.45 0.15 1.15 4 0.31

    B2 0.45 0.45 1.00 1 0.20 Coeff.

    B3 0.30 0.15 1.15 11 0.57

    B4 0.23 0.15 1.15 11 0.43

    0.62

    0.62

    0.62

    1.51 0.62

    0.62

    1 m3

    Coeff. Location L B H/D Nr Total

    1.00 1/D-E 1.85 0.30 0.30 1 0.17

    Plain in-situ conc (1:3:6-40mm agg) in fdn

    Mesh

    Reinfd in-situ conc (1:2:4-20mm agg) in col

    10mm

    Reinfd in-situ conc (1:2:4-20mm agg) in steps and staircase

    150mm

  • 8/2/2019 Main Building Take Off

    4/50

    1.00 1.85 0.70 0.15 1 0.19

    0.50 1.85 0.30 0.15 2 0.08 Coeff.

    1.00 8/A-C 2.85 0.30 0.30 1 0.26

    1.00 2.85 0.70 0.15 1 0.30

    0.50 2.85 0.30 0.15 2 0.13

    1.13

    0.43 t

    Coeff. Bar L B H/D Nr Total

    1.58 1601 2.50 104 410.54

    1.58 1602 2.30 6 21.79

    432.33 kg

    0.34 t

    Coeff.

    Coeff. Bar L B H/D Nr Total

    0.89 1201 1.25 206 228.66

    0.89 1202 2.30 24 49.02

    0.89 1203 1.40 16 19.89

    0.89 1204 1.10 44 42.98

    340.55 kg

    Coeff.

    Frmwk: Edge of bed 150mm high 57 m 1.00

    0.50

    12mm Dia m.s bar in col bases

    Frmwk

    16mm Dia m.s bar in col

    Frmwk

  • 8/2/2019 Main Building Take Off

    5/50

    Coeff. Location L B H/D Nr Total

    Left & Right 16.65 2 33.30

    Front & Back 11.80 2 23.60

    56.90 Coeff.

    Frmwk: Sides of col base 250 - 500mm high 103 m

    Coeff. Location L B H/D Nr Total

    B1 2.05 1.05 2 12.40

    B2 1.20 1.20 1 4.80B3 1.05 1.05 11 46.20

    B4 0.90 0.90 11 39.60

    103.00

    Frmwk

  • 8/2/2019 Main Building Take Off

    6/50

    43 m3

    Location L B H/D Nr Total

    B1 2.05 1.05 0.90 12.00 23.25

    B2 1.20 1.20 0.90 1.00 1.30

    B3 1.05 1.05 0.90 11.00 10.91B4 0.90 0.90 0.90 11.00 8.02

    43.48

    136 m2

    Location L B H/D Nr Total

    Ref HCF 50.99 1.00 1.00 1.00 113.30

    Ref HCF 6.82 1.00 1.00 1.00 22.74

    136.04

    27 m3

    Location L B H/D Nr Total

    Blinding 2.42

    Foundation 7.70

    Col. bases 8.03

    Columns 0.45 0.15 0.55 4.00 0.15

    avation

    tion to h'core filling

    e from site

  • 8/2/2019 Main Building Take Off

    7/50

    0.45 0.45 0.55 1.00 0.11

    0.30 0.15 0.55 11.00 0.27

    0.23 0.15 0.55 11.00 0.20

    Blockwork 98.33 0.15 0.55 1.00 8.11

    26.99

    2 m3

    Location Area H/D Nr Total

    48.31 0.05 1.00 2.42

    2.42

    8 m3

    Location L B H/D Nr Total

    B1 2.05 1.05 0.30 2.00 1.29

    B2 1.20 1.20 0.30 1.00 0.43

    B3 1.05 1.05 0.30 11.00 3.64

    B4 0.90 0.90 0.30 11.00 2.67

    0.00

    8.03

    in-situ conc (1:2:4-20mm agg) in flr bed 23 m3

    -situ conc blinding under col base

    in-situ conc (1:2:4-20mm agg) in col base

  • 8/2/2019 Main Building Take Off

    8/50

    Location L B H/D Nr Total

    B-F/1-3 10.15 7.73 0.15 1.00 11.76

    ddt 1.80 0.60 0.15 1.00 0.16

    1B/D-E 1.85 0.15 0.15 1.00 0.04

    A-E/3-8 7.80 7.43 0.15 1.00 8.69

    ddt 2.25 0.30 0.15 1.00 0.10

    E-F/3-6 3.85 4.43 0.15 1.00 2.56

    ddt 1.80 0.60 0.15 1.00 0.16

    22.62

    151 m2

    L B H/D Nr Total

    1.00 1.00 1.00 1.00 150.80

    150.80

    0.09 t

    Bar L B H/D Nr Total

    1001 0.85 78.00 40.84

    1002 1.15 12.00 8.50

    1003 1.75 5.00 5.39

    1004 0.70 5.00 2.16

    1005 0.70 66.00 28.46

    85.35 kg

    113 m2

    o. 65 in floor bed

    ia m.s bar in links, etc in col

    Solid blockwork wall in fdn

  • 8/2/2019 Main Building Take Off

    9/50

    Location L B H/D Nr Total

    1/B-F 9.18 1.15 1.00 10.55

    1B/D-E 1.85 1.15 1.00 2.13

    2/B-F 9.25 1.15 1.00 10.64

    3/A-F 10.90 1.15 1.00 12.54

    5/C-E 4.50 1.15 1.00 5.18

    5A/E-E2 1.80 1.15 1.00 2.07

    6/E2-F 1.68 1.15 1.00 1.93

    8/A-E 6.90 1.15 1.00 7.94

    A/3-7 6.38 1.15 1.00 7.33

    B/1-3 7.35 1.15 1.00 8.45

    C/3-7 6.45 1.15 1.00 7.42

    D/1-2 4.20 1.15 1.00 4.83

    E/1-8 13.50 1.15 1.00 15.53

    E1/2-3 3.00 1.15 1.00 3.45

    F/1-6 11.40 1.15 1.00 13.11

    98.33

    113.07

    28 m2

    Location L B H/D Nr Total

    B1 0.45 0.15 1.15 4.00 5.52

    B2 0.45 0.45 1.00 1.00 1.80

    B3 0.30 0.15 1.15 11.00 11.39

    B4 0.23 0.15 1.15 11.00 9.49

    28.19

    1 m2

    Location L B H/D Nr Total

    waist 0.70 0.15 4.00 0.42

    steps 0.30 0.15 8.00 0.18

    : Sides of steps and staircase

    : Sides of plain rect. col

  • 8/2/2019 Main Building Take Off

    10/50

    0.60

    9 m

    Location L B H/D Nr Total

    8/A-C 2.65 2.00 5.30

    1/D-E 1.85 2.00 3.70

    9.00

    : Sides of risers 150mm high

  • 8/2/2019 Main Building Take Off

    11/50

  • 8/2/2019 Main Building Take Off

    12/50

  • 8/2/2019 Main Building Take Off

    13/50

    1.20

    1.80

  • 8/2/2019 Main Building Take Off

    14/50

    6 m3 Reinfd

    Coeff. Location L B H/D Nr Total Coeff.

    C1 0.23 0.15 3.00 11 1.11

    C2 0.45 0.45 3.15 1 0.64

    C3 0.45 0.15 4.70 2 0.63C4 0.30 0.15 5.80 13 3.39

    0.00

    5.78

    Reinfd in-situ conc (1:2:4-20mm agg) in suspended floor slab 11 m3

    Coeff. Location L B H/D Nr Total

    1-4/B-E 8.95 6.30 0.15 8.46

    4-5/C-E 1.35 4.95 0.15 1.00

    2-3/E1-F 3.45 2.65 0.15 1.37 Reinfd

    0.00 Isolate

    0.00

    Coeff.

    10.83

    Reinfd in-situ conc (1:2:4-20mm agg) in steps and staircase 3 m3

    Coeff. L B H/D Nr Total

    1.00 1.50 0.60 0.60 1 0.54

    1.00 2.05 0.15 0.75 1 0.23

    1.00 4.36 1.20 0.18 1 0.92

    1.00 1.68 1.20 0.18 1 0.350.50 1.20 0.30 0.15 18 0.49

    2.53

    Reinfd in-situ conc (1:2:4-20mm agg) in col

  • 8/2/2019 Main Building Take Off

    15/50

    0.93 t

    Coeff.

    Coeff. Location L B H/D Nr Total

    1.58

    1.58

    1.58 1610 3.30 44 229.27 1.58

    1.58 1611 3.45 61 332.30 1.58

    1.58 1612 2.90 8 36.63 1.58

    1.58 1613 4.00 52 328.43 1.58

    1.58

    1.58

    1.58

    926.64 kg

    0.28 t

    Coeff. Locaton L B H/D Nr Total

    0.62 1002 0.70 44 18.97

    0.62 1003 0.70 17 7.33 Coeff.

    0.62 1004 1.75 17 18.33

    0.62 1005 1.15 50 35.42

    0.62 1006 0.85 390 204.20 0.89

    0.89

    284.25 kg

    1.11 t

    Coeff. Location L B H/D Nr Total

    Coeff.0.89 1201 5.80 11 56.65

    0.89 1202 5.50 19 92.80

    0.89 1203 7.30 29 187.99 0.62

    0.89 1204 3.20 22 62.52

    0.89 1205 4.20 12 44.76

    0.89 1206 2.10 128 238.69

    0.89 1207 1.70 6 9.06

    0.89 1208 1.40 18 22.38

    0.89 1209 3.30 32 93.77

    16mm

    16mm Dia m.s bar in columns

    10mm Dia m.s bar in columns

    12mm

    12mm Dia m.s bar in floor slab

    10mm

  • 8/2/2019 Main Building Take Off

    16/50

    0.89 1210 6.30 10 55.94

    0.89 1211 3.80 40 134.98

    0.89 1212 5.05 22 98.66

    0.89 1213A 4.80 3 12.79

    Coeff.

    1110.98 kg

    1.58

    1.58

    1.58

    1.58

    0.05 t 1.58

    1.58

    1.58

    Coeff. Location L B H/D Nr Total 1.58

    1.58

    1.58

    0.89 1213 17.30 1 15.36 1.58

    0.89 1214 2.80 8 19.89 1.58

    0.89 1215 2.85 2 5.06 1.58

    0.89 1216 2.85 2 5.06

    45.38 kg

    0.12 t

    Coeff.

    Coeff. Bar L B H/D Nr Total

    0.62

    1.58 1601 9.00 3 42.63 0.62

    1.58 1602 4.15 2 13.11 0.62

    1.58 1603 7.80 2 24.63 0.62

    1.58 1604 3.00 3 14.21

    1.58 1605 7.25 3 34.34

    1.58 1606 4.85 3 22.97

    1.58 1607 4.70 6 44.53

    1.58 1608 9.00 6 85.27

    1.58 1609 6.65 17 178.51

    1.58 1610 4.45 2 14.05

    1.58 1611 2.40 2 7.58

    1.58 1612 5.20 6 49.261.58 1613 17.16 1 27.10

    1.58 1614 5.25 4 33.16 Coeff.

    117.10 kg

    0.89

    110 m2

    16mm

    12mm Dia m.s bar in beams

    10mm

    16mm Dia m.s bar in roof beams

    12mm

    Frmwk: Sides of plain rect. col

  • 8/2/2019 Main Building Take Off

    17/50

    Coeff. Bar L B H/D Nr Total

    C1 0.23 0.15 3.00 11 24.75

    C2 0.45 0.45 3.15 1 5.67 Coeff.

    C3 0.45 0.15 4.70 2 11.28

    C4 0.30 0.15 5.80 13 67.86

    0.62

    0.62

    109.56

    Coeff.

    2.00

    Frmwk: Edge of bed 150mm high 50 m 2.00

    2.00

    2.00

    Coeff. Location L B H/D Nr Total 2.00

    2.00

    2.00

    1-5 8.95 2 17.90 2.00

    B-F 10.15 2 20.30 2.00

    Staircase are 4.10 2 8.20 2.00

    1.85 2 3.70 2.00

    2.00

    50.10 2.00

    Frmwk: Soffit of suspended floor slab 57 m2

    isolate

    Coeff. Location L B H/D Nr Total

    Coeff.

    1-2/B-D 4.20 4.00 1 16.80

    1-2/D-E 4.20 1.85 1 7.77 2.00

    B-C1/2-3 2.05 3.15 1 6.46 2.00

    C1-E/2-3 3.95 3.15 1 12.44 2.00

    C1-E/2-2A 3.95 1.20 1 4.74 2.00

    1.20 0.50 1 0.60 2.00

    B-E/3-5 6.00 2.20 1 13.20 2.00

    B-C/4-5 1.35 1.05 1 1.42 2.00

    10mm

    Frmwk

    Frmwk

  • 8/2/2019 Main Building Take Off

    18/50

    E1-F/2-3 2.35 3.15 1 7.40 2.00

    2.00

    2.00

    2.00

    57.32 2.00

    2.00

    2.00

    2.00

    22 m 2.00

    2.00

    2.00

    Coeff. Location L B H/D Nr Total 2.00

    1.20 18 21.60

    21.60

    6 m

    Coeff.

    Coeff. Location L B H/D Nr Total

    4.36 1 4.36

    1.68 1 1.68

    6.04

    Frmwk:Riser of steps 150mm high

    FrmwkFrmwk:Open string staircase

  • 8/2/2019 Main Building Take Off

    19/50

    in-situ conc (1:2:4-20mm agg) in horizontal beams 6 m3

    Location L B H/D Nr Total

    B/1-4 8.80 0.15 0.60 1 0.79

    E/1-5 10.00 0.15 0.60 1 0.90

    1/B-E 6.15 0.15 0.60 1 0.552/B-F 10.00 0.15 0.60 1 0.90

    3/A-F 10.15 0.15 0.60 1 0.91

    F/2-3 3.30 0.15 0.45 1 0.22

    E1/2-3 3.30 0.15 0.45 1 0.22

    4/B-C 1.50 0.15 0.60 1 0.14

    5/C-E 4.80 0.15 0.60 1 0.43

    C/4-5 1.20 0.15 0.60 1 0.11

    C1/2-3 3.30 0.15 0.60 1 0.30

    D/1-2 4.35 0.15 0.60 1 0.39

    2A/C1-D2 4.10 0.15 0.60 1 0.37

    6.24

    in-situ conc (1:2:4-20mm agg) in horizontal beams 3 m3

    Location L B H/D Nr Total

    A/3-8 7.35 0.15 0.30 1 0.33

    3/A-B 1.50 0.15 0.30 1 0.00

    C,E/5-8 5.00 0.15 0.30 2 0.008/A-C 3.00 0.15 0.30 1 0.14

    1/E2-F 1.90 0.15 0.30 1 0.09

    1A/E-E2 1.95 0.15 0.30 1 0.09

    5A/E-E2 1.95 0.15 0.30 1 0.09

    6/E2-F 1.90 0.15 0.30 1 0.09

    7/C2-D2 2.40 0.15 0.30 1 0.11

    8/C-C2,D-E 1.20 0.15 0.30 2 0.11

    E/1-8 15.00 0.15 0.30 1 0.68

    D/1-2 4.35 0.15 0.30 1 0.20

    B/1-4 8.80 0.15 0.30 1 0.40

    C/4-5 1.20 0.15 0.30 1 0.05

    1 & 2/B-E 6.15 0.15 0.30 1 0.285/C-E 4.80 0.15 0.30 1 0.22

    8/C-E 4.80 0.15 0.30 1 0.22

    4/B-C 1.50 0.15 0.30 1 0.07

    7/C2-D2 2.40 0.15 0.30 1 0.11

    3.23

  • 8/2/2019 Main Building Take Off

    20/50

    0.25 t

    Location L B H/D Nr Total

    1601 2.25 8 28.42

    1602 1.80 8 22.74

    1603 1.60 8 20.21

    1604 1.00 8 12.63

    1605 1.50 8 18.95

    1606 4.55 8 57.48

    1607 1.50 8 18.95

    1608 2.70 8 34.11

    1609 2.60 8 32.84

    246.32 kg

    0.06 t

    Location L B H/D Nr Total

    1201 1.10 56 54.70

    1202 2.30 2 4.08

    58.79 kg

    0.01 t

    Location L B H/D Nr Total

    1001 1.75 10 10.78

    10.78 kg

    ia m.s bar in steps and staircase

    ia m.s bar in steps and staircase

    ia m.s bar in steps and staircase

  • 8/2/2019 Main Building Take Off

    21/50

    0.86 t

    Location L B H/D Nr Total

    1601 9.00 6 85.27

    1602 7.30 6 69.16

    1603 9.00 12 170.53

    1604 6.70 12 126.95

    1605 5.50 16 138.95

    1606 3.60 9 51.16

    1607 8.20 3 38.84

    1608 5.00 3 23.69

    1609 3.00 2 9.47

    1610 7.80 6 73.90

    1611 3.30 5 26.05

    1612 18.25 1 28.82

    1613 4.00 2 12.63

    855.42 kg

    0.40 t

    Location L B H/D Nr Total

    1001 1.25 310 238.70

    1002 1.15 80 56.67

    1003 0.85 105 54.98

    1004 1.70 51 53.41

    403.76 kg

    0.01 t

    Location L B H/D Nr Total

    1201 2.30 4 8.17

    8.17 kg

    ia m.s bar in beams

    ia m.s bar in beams

    ia m.s bar in roof beams

  • 8/2/2019 Main Building Take Off

    22/50

    0.15 t

    Bar L B H/D Nr Total

    1001 0.85 230 120.43

    1002 1.70 27 28.27

    148.70 kg

    83 m2

    Location L B H/D Nr Total

    B/1-4 8.80 0.60 1 10.56

    E/1-5 10.00 0.60 1 12.00

    1/B-E 6.15 0.60 1 7.38

    2/B-F 10.00 0.60 1 12.00

    3/A-F 10.15 0.60 1 12.18

    F/2-3 3.30 0.45 1 2.97

    E1/2-3 3.30 0.45 1 2.97

    4/B-C 1.50 0.60 1 1.80

    5/C-E 4.80 0.60 1 5.76

    C/4-5 1.20 0.60 1 1.44

    C1/2-3 3.30 0.60 1 3.96

    D/1-2 4.35 0.60 1 5.22

    2A/C1-D2 4.10 0.60 1 4.92

    0.00

    83.16

    50 m2

    Location L B H/D Nr Total

    A/3-8 7.35 0.30 1 4.41

    3/A-B 1.50 0.30 1 0.90

    C,E/5-8 5.00 0.30 2 6.00

    8/A-C 3.00 0.30 1 1.80

    1/E2-F 1.90 0.30 1 1.14

    1A/E-E2 1.95 0.30 1 1.17

    5A/E-E2 1.95 0.30 1 1.17

    ia m.s bar in roof beams

    : Sides of horizontal beams

    : Sides of horizontal beams

  • 8/2/2019 Main Building Take Off

    23/50

    6/E2-F 1.90 0.30 1 1.14

    7/C2-D2 2.40 0.30 1 1.44

    8/C-C2,D-E 1.20 0.30 2 1.44

    E/1-8 15.00 0.30 1 9.00

    D/1-2 4.35 0.30 1 2.61

    B/1-4 8.80 0.30 1 5.28

    C/4-5 1.20 0.30 1 0.72

    1 & 2/B-E 6.15 0.30 1 3.69

    5/C-E 4.80 0.30 1 2.88

    8/C-E 4.80 0.30 1 2.88

    4/B-C 1.50 0.30 1 0.90

    7/C2-D2 2.40 0.30 1 1.44

    50.01

    7 m2

    Location L B H/D Nr Total

    4.36 1.20 5.23

    1.68 1.20 2.02

    0.00

    7.25

    : Soffit of steps and staircase

  • 8/2/2019 Main Building Take Off

    24/50

    1.68

  • 8/2/2019 Main Building Take Off

    25/50

    301 m2

    Coeff. Location L B H/D Nr Total

    1.00 3-4 1.30 2.10 1.00 2.73

    1.00 B/1-3 7.15 2.10 1.00 15.02

    1.00 C/3-8 6.75 2.10 1.00 14.181.00 D/1-2 4.35 2.10 1.00 9.14

    1.00 E/1-8 13.90 2.10 1.00 29.19

    1.00 F/1-6 11.30 2.10 1.00 23.73

    1.00 1/B-F 9.55 2.10 1.00 20.06

    1.00 2/B-F 9.55 2.10 1.00 20.06

    1.00 3/A-F 11.05 2.10 1.00 23.21

    1.00 4/A-C 2.85 2.10 1.00 5.99

    1.00 5/C-E 4.65 2.10 1.00 9.77

    1.00 6/E-F 3.70 2.10 1.00 7.77

    1.00 8/C-E 1.05 2.10 2.00 4.41

    1.00 undry/Out-kit 2.00 2.10 1.00 4.20

    1.00Laundry/Store 2.00 2.10 1.00 4.201.00 Shower/WC 2.35 2.10 1.00 4.94

    1.00 Staircase 0.85 2.10 1.00 1.79

    1.00 Bedrm1 & 2 0.60 2.10 2.00 2.52

    1.00Corri/Washrm 3.15 2.10 1.00 6.62

    1.00 1 & 6/E-F 3.70 0.65 2.00 4.81

    1.00 2 & 3/E-F 3.70 0.30 2.00 2.22

    1.00Corri/Washrm 3.15 0.30 1.00 0.95

    1.00 Terrace area 14.40 0.30 1.00 4.32

    1.00 B/1-4 8.35 2.10 1.00 17.54

    1.00 C/4-8 5.60 2.10 1.00 11.76

    1.00 D/1-1A 2.40 2.10 1.00 5.04

    1.00 E/1-8 13.90 2.10 1.00 29.19

    1.00 1/B-E 6.15 2.10 1.00 12.92

    1.00 1A/D-E 2.00 2.10 1.00 4.20

    1.00 2/B-E 6.15 2.10 1.00 12.92

    1.00 4/B-C 1.35 2.10 1.00 2.84

    1.00 5/C-E 4.65 2.10 1.00 9.77

    1.00 8/C-E 1.05 2.10 2.00 4.41

    1.00 m-bedrm 0.60 2.10 2.00 2.52

    1.00 Staircase 0.80 2.10 1.00 1.68

    1.00 B/1-4 8.35 0.30 1.00 2.51

    1.00 C/4-8 5.60 0.30 1.00 1.68

    1.00 D1-2 4.35 1.20 1.00 5.22

    1.00 1/B-E 6.15 0.30 1.00 1.85

    1.00 1A/D-E 2.00 1.20 1.00 2.400.50 2/B-E 6.15 1.45 1.00 4.46

    1.00 4/B-C 1.35 0.80 1.00 1.08

    1.00 5/C-E 4.65 1.00 1.00 4.65

    1.00 8/C-E 1.05 0.30 1.00 0.32

    1.00 D1 2.10 1.00 1.00 2.10

    1.00 D2 2.10 0.90 5.00 9.45

    1.00 D3 2.10 0.75 6.00 9.45

    1.00 W1 2.10 1.80 1.00 3.78

    1.00 W2 2.10 1.10 1.00 2.31 Deduction

    150mm Solid blockwork wall

    Ground

    floor

    Ground

    floor gable

    ends

    First floor

    First floor

    gable ends

  • 8/2/2019 Main Building Take Off

    26/50

    1.00 W3 1.80 1.40 2.00 5.04

    1.00 W4 1.20 2.15 2.00 5.16

    1.00 W5 1.20 1.80 3.00 6.48

    1.00 W6 1.00 1.80 2.00 3.60

    1.00 W7 1.20 0.90 6.00 6.48

    1.00 W8 0.65 0.90 5.00 2.93

    301.18

    for

    opennings

  • 8/2/2019 Main Building Take Off

    27/50

    4 m2

    Coeff. Location L B H/D Nr Total

    om. as r 2.10 2.10 1.00 4.41

    0.00

    4.41

    100mm Solid blockwork wall

  • 8/2/2019 Main Building Take Off

    28/50

    262 m2

    Coeff. Location L B H/D Nr Total Coeff.

    1.15 a,c 3.33 3.15 2.00 24.09 1.001.15 b 3.10 3.15 1.00 11.23 1.00

    1.15 d 1.88 1.80 1.00 3.89 1.001.15 e,g 3.33 3.15 2.00 24.09 1.00

    1.15 f 3.08 3.15 1.00 11.14

    1.15 h 3.00 1.05 1.00 3.62

    1.15 j 4.80 1.05 1.00 5.80

    1.15 k 9.10 4.00 1.00 41.86

    1.15 1.95 1.50 1.00 3.36

    1.15 A 4.15 4.28 1.00 20.43

    1.15 B,C 2.14 4.28 2.00 21.07

    1.15 D,E 4.28 2.55 2.00 25.10

    1.15 F 3.91 0.83 1.00 3.73

    1.15 G 6.30 3.53 1.00 25.57 Coeff.

    1.15 H 1.77 3.53 1.00 7.171.15 J 3.48 3.53 1.00 14.11

    1.15 K 6.30 3.53 1.00 25.57 1.15

    1.15 L 5.93 1.50 1.00 10.23 1.15

    1.15 M 2.14 4.28 1.00 10.53 1.15

    1.15

    1.15261.77 1.15

    8 m

    Coeff. Location L B H/D Nr Total

    1.15 4.88 1.00 5.61 Coeff.

    1.15 1.20 2.00 2.76

    1.158.37 1.15

    1.00

    1.00

    1.00

    1.001.00

    ACP concrete roofing tiles @ 30 degrees Ridge ti

    Hip tile

    Valley flashing

    Wall fla

  • 8/2/2019 Main Building Take Off

    29/50

    13 m

    Location L B H/D Nr Total

    1.88 1 1.88

    1.88 1 1.88

    2.55 1 2.556.30 1 6.30

    12.61

    49 m

    Location L B H/D Nr Total

    4.43 2 10.18

    4.35 2 10.01

    1.50 1 1.73

    5.63 1 6.47

    6.00 3 20.70

    4.95 2

    49.08

    29 m

    Location L B H/D Nr Total

    2.10 2 4.83

    1.28 2 2.94

    5.63 1 5.63

    3.00 1 3.00

    4.80 1 4.80

    3.00 1 3.005.25 1 5.25

    29.45

    les

    shing

  • 8/2/2019 Main Building Take Off

    30/50

    2.40

  • 8/2/2019 Main Building Take Off

    31/50

    884 m

    Coeff. Location L B H/D Nr Total Coeff.

    1.00 e rm 1 3.60 7.00 25.80 1.001.00 3.70 7.17 25.90 1.00

    1.00 Bedrm 1 1.75 3.92 3.50 1.001.00 0.60 2.00 2.35 1.00

    1.00 Corridor 1.20 3.00 6.30 1.00

    1.00 2.55 5.25 7.65 1.00

    1.00 Bedrm 2 3.60 7.00 25.80 1.00

    1.00 3.70 7.17 25.90 1.00

    1.00 Bedrm 2 1.75 3.92 3.50 1.00

    1.00 0.60 2.00 2.35 1.00

    1.00 Terrace 6.00 11.00 34.50 1.00

    1.00 2.85 5.75 31.35 1.00

    1.00 Guest W.C 2.85 5.75 7.60 1.00

    1.00 1.00 2.67 5.75 1.00

    1.00 M-Bedrm 4.00 7.67 32.00 1.00

    1.00 4.20 8.00 32.20 1.00

    1.00 W.i.c 2.00 4.33 7.83 1.00

    1.00 1.75 3.92 7.58 1.00

    1.00 Bath 2.25 4.75 9.75 1.00

    1.00 2.00 4.33 9.50 1.00

    1.00 Lounge 6.30 11.50 51.45 1.00

    1.00 4.30 8.17 49.45 1.00

    1.00 Lounge 4.65 8.75 13.95 1.00

    1.00 1.20 3.00 10.50 1.00

    1.00 Living area 4.65 8.75 39.91 1.00

    1.00 4.55 8.58 39.81 1.00

    1.00 1/E-F 3.85 7.42 10.27 1.00

    1.00 1.00 2.67 7.42 1.001.00 F/1-2 6.20 11.33 16.53 1.00

    1.00 1.00 2.67 11.33 1.00

    2.00 2 & 3/E-F 2.35 4.92 9.79 2.00

    1.00 0.65 2.08 3.20 1.00

    1.00 1.80 4.00 3.75 1.00

    1.00 0.65 2.08 2.60 1.00

    1.00 F/3-6 6.15 11.25 16.40 1.00

    1.00 1.00 2.67 11.25 1.00

    1.00 6/E-F 3.85 7.42 10.27 1.00

    1.00 1.00 2.67 7.42 1.00

    1.00 E/6-8 3.00 6.00 8.00 1.00

    1.00 1.00 2.67 6.00 1.00

    1.00 8/A-E 7.80 14.00 20.80 1.00

    1.00 1.00 2.67 14.00 1.00

    1.00 A/3-8 9.10 16.17 24.27 1.00

    1.00 1.00 2.67 16.17 1.00

    1.00 3/A-B 1.50 3.50 4.00 1.00

    1.00 1.00 2.67 3.50 1.00

    1.00 E/1-8 17.15 29.58 45.73 1.00

    1.00 1.00 2.67 29.58 1.00

    1.00 8/C-E 6.95 12.58 18.53 1.00

    1.00 1.00 2.67 12.58 1.00

    50 x 50 mm Noggings 50 x 50

  • 8/2/2019 Main Building Take Off

    32/50

    1.00 C/5-8 6.00 11.00 16.00 1.00

    1.00 1.00 2.67 11.00 1.00

    1.00 4/A-C 2.50 5.17 6.67 1.00

    1.00 1.00 2.67 5.17 1.00

    1.00 B/1-4 9.80 17.33 26.13 1.00

    1.00 1.00 2.67 17.33 1.00

    1.00 1/B-E 6.30 11.50 16.80 1.00

    1.00 1.00 2.67 11.50 1.00

    884.48

    146 m

    Coeff. Location L B H/D Nr Total Coeff.

    Bedrm 1 3.60 3.70 2.00 14.60 1.15

    Bedrm 1 1.75 0.60 2.00 4.70 1.15Corridor 1.20 2.55 2.00 7.50 1.15Bedrm 2 3.60 3.70 2.00 14.60 1.15Bedrm 2 1.75 0.60 2.00 4.70 1.15

    Terrace 6.00 2.85 2.00 17.70 1.15

    Guest W.C 2.85 1.00 2.00 7.70 1.15M-Bedrm 4.00 4.20 2.00 16.40 1.15

    W.i.c 2.00 1.75 2.00 7.50 1.15Bath 2.25 2.00 2.00 8.50 1.15

    Lounge 6.30 5.50 2.00 23.60 1.15

    Living area 4.65 4.55 2.00 18.40 1.15

    1.15145.90 1.15

    1.15

    1.15

    1.15

    1.15318 m 1.15

    1.15

    1.15

    Coeff. Location L B H/D Nr Total 1.15

    1.15 a,b,c 3.10 11.24 40.06

    1.15 d 1.88 2.71 5.87

    1.15 e,f,g 3.10 8.42 30.011.15 h 1.05 3.86 4.66

    1.15 j 1.05 5.57 6.73

    1.15 k 4.05 9.67 45.02

    1.15 1.50 0.79 1.36 Coeff.

    1.15 A 2.10 8.90 21.51

    1.15 B & C 4.20 5.00 24.15

    1.15 D 4.20 3.43 16.56

    1.15 E 4.20 3.43 16.56

    1.15 F 3.80 1.71 7.49

    50 x 100mm Ceiling joists 50 x 50

    50 x 150mm Rafters

    50 x 15

  • 8/2/2019 Main Building Take Off

    33/50

    1.15 G 3.53 7.00 28.42

    1.15 H 3.53 2.18 8.85

    1.15 J 3.53 3.81 15.46

    1.15 K 3.53 6.93 28.15

    1.15 L 1.20 5.08 7.01

    1.15 M 2.14 5.08 12.49

    317.63

    Coeff.

    17 m 1.15

    1.15

    1.15

    Coeff. Location L B H/D Nr Total 1.15

    1.15

    1.15

    1.15 4.88 2.00 11.21

    1.15 1.20 4.00 5.52

    16.73

    Coeff.

    83 m

    Coeff. Location L B H/D Nr Total

    4.00 1,2,3,6/E-F 3.85 4 17

    1.00 F/1-2 4.35 5 5

    1.00 3.30 4 4

    1.00 F/3-4 4.35 5 5

    1.00 4/A-B 1.50 2 2

    1.00 8/A-C 3.00 4 4

    1.00 A/4-8 6.20 6 6

    1.00 E/1-8 15.00 14 14

    1.00 8/C-E 4.80 5 5

    1.00 C/4-8 6.20 6 61.00 4/B-C 1.50 2 2

    1.00 B/1-4 8.80 8 8

    1.00 1/B-E 6.30 6 6

    83.25

    50 x 15

    50 x 150mm Valley rafters

    50 x 15

    18mm Thick M.S Fishtail bolt

  • 8/2/2019 Main Building Take Off

    34/50

    596 m

    Location L B H/D Nr Total

    e rm 1 3.60 0.80 21.50 17.203.70 0.80 21.58 17.27

    Bedrm 1 1.75 0.80 2.92 2.330.60 0.80 1.96 1.57

    Corridor 1.20 0.80 5.25 4.20

    2.55 0.80 6.38 5.10

    Bedrm 2 3.60 0.80 21.50 17.20

    3.70 0.80 21.58 17.27

    Bedrm 2 1.75 0.80 2.92 2.33

    0.60 0.80 1.96 1.57

    Terrace 6.00 0.80 28.75 23.00

    2.85 0.80 26.13 20.90

    Guest W.C 2.85 0.80 6.33 5.07

    1.00 0.80 4.79 3.83

    M-Bedrm 4.00 0.80 26.67 21.33

    4.20 0.80 26.83 21.47

    W.i.c 2.00 0.80 6.53 5.22

    1.75 0.80 6.32 5.06

    Bath 2.25 0.80 8.13 6.50

    2.00 0.80 7.92 6.33

    Lounge 6.30 0.80 42.88 34.30

    4.30 0.80 41.21 32.97

    Lounge 4.65 0.80 11.63 9.30

    1.20 0.80 8.75 7.00

    Living area 4.65 0.80 33.26 26.61

    4.55 0.80 33.18 26.54

    1/E-F 3.85 0.80 8.56 6.84

    1.00 0.80 6.18 4.94F/1-2 6.20 0.80 13.78 11.02

    1.00 0.80 9.44 7.56

    2 & 3/E-F 2.35 0.80 8.16 13.06

    0.65 0.80 2.66 2.13

    1.80 0.80 3.13 2.50

    0.65 0.80 2.17 1.73

    F/3-6 6.15 0.80 13.67 10.93

    1.00 0.80 9.38 7.50

    6/E-F 3.85 0.80 8.56 6.84

    1.00 0.80 6.18 4.94

    E/6-8 3.00 0.80 6.67 5.33

    1.00 0.80 5.00 4.00

    8/A-E 7.80 0.80 17.33 13.87

    1.00 0.80 11.67 9.33

    A/3-8 9.10 0.80 20.22 16.18

    1.00 0.80 13.47 10.78

    3/A-B 1.50 0.80 3.33 2.67

    1.00 0.80 2.92 2.33

    E/1-8 17.15 0.80 38.11 30.49

    1.00 0.80 24.65 19.72

    8/C-E 6.95 0.80 15.44 12.36

    1.00 0.80 10.49 8.39

    mm Hangers

  • 8/2/2019 Main Building Take Off

    35/50

    C/5-8 6.00 0.80 13.33 10.67

    1.00 0.80 9.17 7.33

    4/A-C 2.50 0.80 5.56 4.44

    1.00 0.80 4.31 3.44

    B/1-4 9.80 0.80 21.78 17.42

    1.00 0.80 14.44 11.56

    1/B-E 6.30 0.80 14.00 11.20

    1.00 0.80 9.58 7.67

    596.18

    1021 m

    Location L B H/D Nr Total

    a 3.37 11.33 43.86

    b 3.10 11.00 39.22c 3.37 11.33 43.86

    d 1.80 7.27 15.04

    e 3.37 11.33 43.86

    f 3.08 11.00 38.90

    g 3.37 11.33 43.86

    h 3.00 4.50 15.53

    j 4.80 4.50 24.84

    k 9.10 14.50 151.74

    1.88 4.00 8.65

    A 4.15 15.00 71.59

    B & C 4.20 15.00 72.45

    D 2.55 15.00 43.99

    E 2.55 15.00 43.99

    F 0.75 13.88 11.97

    G 6.30 12.77 92.49

    H 1.77 12.77 25.91

    J 3.48 12.77 51.02

    K 6.23 12.77 91.39

    L 1.50 15.27 26.34

    M 2.14 15.27 37.57

    1020.76

    25 m

    Location L B H/D Nr Total

    1.88 2.00 3.76

    1.88 2.00 3.76

    2.55 2.00 5.10

    m Battens

    mm Ridge piece

  • 8/2/2019 Main Building Take Off

    36/50

    6.30 2.00 12.60

    25.22

    121 m

    Location L B H/D Nr Total

    4.43 4.00 20.36

    4.35 4.00 20.01

    1.50 2.00 3.45

    5.63 2.00 12.94

    6.00 6.00 41.40

    4.95 4.00 22.77

    120.92

    81 m

    Location L B H/D Nr Total

    1,2,3,6/E-F 3.85 4.00 15.40

    F/1-2 4.35 1.00 4.35

    3.30 1.00 3.30

    F/3-4 4.35 1.00 4.35

    4/A-B 1.50 1.00 1.50

    8/A-C 3.00 1.00 3.00

    A/4-8 6.20 1.00 6.20

    E/1-8 15.00 1.00 15.00

    8/C-E 4.80 1.00 4.80

    C/4-8 6.20 1.00 6.20

    4/B-C 1.50 1.00 1.50

    B/1-4 8.80 1.00 8.80

    1/B-E 6.30 1.00 6.30

    80.70

    mm Hip rafters

    mm Hardwood wall plate

  • 8/2/2019 Main Building Take Off

    37/50

    54 M 25 x 30

    Coeff. Location L B H/D Nr Total Coeff.

    1 2.10 0.90 1.00 5.10

    D2 2.10 0.80 5.00 25.00

    D3 2.10 0.65 6.00 29.10

    54.10

    53 M

    Coeff. Location L B H/D Nr Total

    D1 2.05 0.88 1.00 4.98

    D2 2.05 0.78 5.00 24.40

    D3 2.05 0.63 6.00 28.38 Doors

    52.78 Coeff.

    Ironmongery - Pair, 100mm butt hinges,Mortice lock 12 No

    Coeff. Location L B H/D Nr Total

    1.00 D1 2.05 0.90 1.00 1.00 Panel

    1.00 D2 2.05 0.80 5.00 5.00 Panel

    1.00 D3 2.05 0.65 6.00 6.00 Flush 20mm

    12.00 Coeff.

    44 x 144mm Hardwood door frame

    10 x 25mm hardwood door stops

  • 8/2/2019 Main Building Take Off

    38/50

  • 8/2/2019 Main Building Take Off

    39/50

    mm Fascia board 103 m

    Location L B H/D Nr Total

    1 - 4.85 1.00 4.85

    F/1-2 6.20 1.00 6.20

    2 & 3/E-F 2.35 2.00 4.701.80 1.00 1.80

    F/3-6 6.15 1.00 6.15

    6/E-F 3.85 1.00 3.85

    E/6-8 3.00 1.00 3.00

    8/A-E 9.80 1.00 9.80

    A/3-8 9.10 1.00 9.10

    3/A-B 2.50 1.00 2.50

    B &E/1-8 17.15 2.00 34.30

    1 & 8/A-E 8.30 2.00 16.60

    102.85

    0 m

    Location L B H/D Nr Total

    D1 2.05 0.90 1.00 Panel

    D2 2.05 0.80 5.00 Panel

    D3 2.05 0.65 6.00 Flush

    0.00

    hick Gyprock ceiling cornice 146 m

    Location L B H/D Nr Total

    Bedrm 1 3.60 3.70 2.00 14.60

    Bedrm 1 1.75 0.60 2.00 4.70Corridor 1.20 2.55 2.00 7.50

    Bedrm 2 3.60 3.70 2.00 14.60

    Bedrm 2 1.75 0.60 2.00 4.70

    Terrace 6.00 2.85 2.00 17.70

    Guest W.C 2.85 1.00 2.00 7.70

    M-Bedrm 4.00 4.20 2.00 16.40

    W.i.c 2.00 1.75 2.00 7.50

    Bath 2.25 2.00 2.00 8.50

    Lounge 6.30 5.50 2.00 23.60

    Living area 4.65 4.55 2.00 18.40

  • 8/2/2019 Main Building Take Off

    40/50

    145.90

  • 8/2/2019 Main Building Take Off

    41/50

    359 m2

    Coeff. Location L B H/D Nr Total

    - e rm & w. .c 6.15 4.20 2.55 2.00 52.79

    Lounge 6.30 5.50 2.55 2.00 60.18

    Void 4.65 4.55 2.55 2.00 46.92Store 2.00 1.20 2.55 2.00 16.32

    Dining area 6.15 3.15 2.55 2.00 47.43

    Corridor 1.20 2.55 2.55 2.00 19.13

    Bedrm 1 4.20 3.70 2.55 2.00 40.29

    Bedrm 2 4.20 3.70 2.55 2.00 40.29

    Entrance Lobby 2.50 4.65 2.55 2.00 36.47

    Living area 4.65 4.55 2.55 2.00 46.92

    D1 2.10 1.00 1.00 2.10

    D2 2.10 0.90 7.00 13.23

    D3 2.10 0.75 2.00 3.15

    W1 2.10 1.80 1.00 3.78

    W2 2.10 1.10 1.00 2.31W3 1.80 1.40 2.00 5.04

    W4 1.20 2.15 2.00 5.16

    W5 1.20 1.80 3.00 6.48

    W7 1.20 0.90 6.00 6.48

    Skirtings 122.90 0.10 1.00 12.29

    359.00

    Polished porcelain tiles/Screeding 158 m2

    Coeff. Location L B H/D Nr Total

    M-Bedrm 4.00 4.20 1.00 16.80

    W.i.c 2.00 1.75 1.00 3.50

    Door ents. 2.75 0.15 1.00 0.41

    Lounge 6.30 4.30 1.00 27.09

    Lounge 4.65 1.20 1.00 5.58

    Kitchen 4.20 4.00 1.00 16.80

    Store 2.00 1.20 1.00 2.40

    Door ents. 3.30 0.15 1.00 0.50Dining area 6.15 3.15 1.00 19.37

    Corridor 1.20 2.55 1.00 3.06

    Door ents. 1.10 0.15 1.00 0.17

    Bedrm 1 3.60 3.70 1.00 13.32

    Bedrm 1 1.75 0.60 1.00 1.05

    Door ents. 0.90 0.15 1.00 0.14

    Bedrm 2 3.60 3.70 1.00 13.32

    Bedrm 2 1.75 0.60 1.00 1.05

    Door ents. 0.90 0.15 1.00 0.14

    Door ents. 2.00 0.15 1.00 0.30

    12mm C & S rendering to internal walls

  • 8/2/2019 Main Building Take Off

    42/50

    Entrance Lobby 2.20 4.65 1.00 10.23

    Door ents. 2.90 0.15 1.00 0.44

    Living area 4.65 4.55 1.00 21.16

    Living area 1.05 0.30 2.00 0.63

    Door ents. 2.15 0.15 1.00 0.32

    157.76

    38 m2

    Coeff. Location L B H/D Nr Total

    Bath 2.25 2.00 1.00 4.50

    Out Kitchen 2.00 1.65 1.00 3.30

    Laundry 2.00 1.20 1.00 2.40

    Shower 2.35 2.10 1.00 4.94

    Shower 1.20 0.10 1.00 0.12W.C 2.35 0.90 1.00 2.12

    W.C 2.85 1.00 1.00 2.85

    Terrace 6.00 3.00 1.00 18.00

    Terrace 0.90 0.15 1.00 0.14

    Terrace 0.45 0.45 1.00 0.20

    37.64

    22 m

    Coeff. Location L B H/D Nr Total

    1.20 18.00 21.60

    0.00

    21.60

    124 m2

    Coeff. Location L B H/D Nr Total

    Laundry 2.00 1.20 2.55 2.00 16.32

    Kitchen 4.20 4.00 2.55 2.00 41.82

    Shower 1.08 2.10 2.40 2.00 15.26

    1.18 2.10 2.40 2.00 15.74

    W.C 2.35 0.90 2.40 2.00 15.60

    Porcelain tiles to riser of steps/12mm C & S backing

    Ceramic Wall tiles/12mm C & S backing to walls

    Non-slip porcelain tiles/Screeding

  • 8/2/2019 Main Building Take Off

    43/50

    Guest W.C 2.85 1.00 2.55 2.00 19.64

    Bath 2.25 2.00 2.55 2.00 21.68

    D2 2.10 0.90 2.00 3.78

    D3 2.10 0.75 6.00 9.45

    W6 1.00 1.80 2.00 3.60

    W8 0.65 0.90 5.00 2.93

    Openings 1.10 2.40 1.00 2.64

    123.66

    75 x 10mm PVC T & G ceiling materials at the eaves 94 m2

    Coeff. Location L B H/D Nr Total

    1/E-F 3.85 1.00 1.00 3.85F/1-2 6.20 1.00 1.00 6.20

    2 & 3/E-F 2.35 0.65 2.00 3.06

    1.80 0.65 1.00 1.17

    F/3-6 6.15 1.00 1.00 6.15

    6/E-F 3.85 1.00 1.00 3.85

    E/6-8 3.00 1.00 1.00 3.00

    8/A-E 7.80 1.00 1.00 7.80

    A/3-8 9.10 1.00 1.00 9.10

    3/A-B 1.50 1.00 1.00 1.50

    E/1-8 17.15 1.00 1.00 17.15

    8/C-E 6.95 1.00 1.00 6.95

    C/5-8 6.00 1.00 1.00 6.00

    4/A-C 2.50 1.00 1.00 2.50

    B/1-4 9.80 1.00 1.00 9.80

    1/B-E 6.30 1.00 1.00 6.30

    94.38

    18 m

    Coeff. Location L B H/D Nr Total

    Out Kitchen 2.00 2.00 8.00

    Terrace 2.55 2.00 10.20

    0.00

    18.20

    Non-slip porcelain tiles to treads

  • 8/2/2019 Main Building Take Off

    44/50

    27 m

    Coeff. Location L B H/D Nr Total

    Out Kitchen 2.00 3.00 12.00

    Terrace 2.55 3.00 15.30

    0.00

    27.30

    Non-slip porcelain tiles to risers

  • 8/2/2019 Main Building Take Off

    45/50

    230 m2

    Coeff. Location L B H/D Nr Total

    1.00 ront 11.95 3.25 1.00 38.84

    1.00 Front 0.60 3.25 2.00 3.90

    1.00 Right 15.25 3.25 1.00 49.561.00 Right 15.25 2.45 1.00 37.36

    0.50 Right 6.15 1.25 1.00 3.84

    0.50 Right 6.20 1.25 1.00 3.88

    0.50 Right 4.40 0.65 1.00 1.43

    1.00 Right 3.30 0.65 1.00 2.15

    1.00 Back/E-F 3.85 3.25 1.00 12.51

    1.00 Back/E-F 0.60 3.25 2.00 3.90

    0.50 Back/A-B 1.50 7.20 1.00 5.40

    1.00 Back/B-E 6.45 5.70 1.00 36.77

    1.00 Opening 2.00 2.30 1.00 4.60

    1.00 Left/1-8 15.25 5.70 1.00 86.93

    0.50 Left/1-8 10.90 1.50 1.00 8.181.00 Left/1-8 2.50 1.00 1.00 2.50

    1.00 Terr. ent 2.35 2.30 2.00 10.81

    Out kitchen 1.50 2.00 2.70 1.00 9.45

    Terrace 5.90 3.00 2.70 1.00 24.03

    D1 2.10 1.00 1.00 2.10

    D2 2.10 0.90 0.00 0.00

    D3 2.10 0.75 1.00 1.58

    W1 2.10 1.80 1.00 3.78

    W2 2.10 1.10 1.00 2.31

    W3 1.80 1.40 2.00 5.04

    W4 1.20 2.15 2.00 5.16

    W5 1.20 1.80 3.00 6.48

    W6 1.00 1.80 2.00 3.60W7 1.20 0.90 6.00 6.48

    W8 0.65 0.90 5.00 2.93

    Skirtings 13.25 0.10 1.00 1.33

    230.49

    57 m2

    Coeff. Location L B H/D Nr Total

    1-2/B-D 4.20 4.00 1.00 16.80

    1-2/D-E 4.20 1.85 1.00 7.77

    B-C1/2-3 2.05 3.15 1.00 6.46

    C1-E/2-3 3.95 3.15 1.00 12.44

    C1-E/2-2A 3.95 1.20 1.00 4.74

    1.20 0.50 1.00 0.60

    20mm C & S rendering to external walls

    12mm C & S rendering to internal soffit of slab

  • 8/2/2019 Main Building Take Off

    46/50

    B-E/3-5 6.00 2.20 1.00 13.20

    B-C/4-5 1.35 1.05 1.00 1.42

    E1-F/2-3 2.35 3.15 1.00 7.40

    0.00

    57.32

    7 m2

    Coeff. Location L B H/D Nr Total

    4.36 1.20 5.23

    1.68 1.20 2.02

    0.00

    7.25

    12mm C & S rendering to window openings 113 m

    Coeff. Location L B H/D Nr Total

    W1 2.10 1.80 1.00 7.80

    W2 2.10 1.10 1.00 6.40

    W3 1.80 1.40 2.00 12.80

    W4 1.20 2.15 2.00 13.40

    W5 1.20 1.80 3.00 18.00

    W6 1.00 1.80 2.00 11.20

    W7 1.20 0.90 6.00 25.20

    W8 0.65 0.90 6.00 18.60

    0.00

    113.40

    Porcelain tiles to treads of staircase/Screeding 20 m

    Coeff. Location L B H/D Nr Total

    12mm C & S rendering to internal soffit of staircase

  • 8/2/2019 Main Building Take Off

    47/50

    1.20 17.00 20.40

    0.00

    20.40

    123 m

    Coeff. Location L B H/D Nr Total

    M-Bedrm 4.00 4.20 1.00 16.40

    W.i.c 2.00 1.75 1.00 7.50

    Door ents. 3.90 1.00 3.90

    Lounge 6.30 5.50 1.00 23.60

    Door ents. 0.85 1.00 0.85

    Store 2.00 1.20 1.00 6.40

    Door ents. 0.75 1.00 1.50

    Dining area 6.15 3.15 1.00 18.60Corridor 1.20 2.55 1.00 7.50

    Door ents. 7.75 1.00 7.75

    Bedrm 1 4.20 3.70 1.00 15.80

    Door ents. 0.90 1.00 0.90

    Bedrm 2 4.20 3.70 1.00 15.80

    Door ents. 0.90 1.00 0.90

    Entrance Lobb 2.20 4.65 1.00 13.70

    Door ents. 6.05 1.00 6.05

    Living area 4.65 4.85 1.00 19.00

    0.30 1.00 0.60

    Door ents. 2.15 1.00 1.00 3.15

    122.90

    13 m

    Coeff. Location L B H/D Nr Total

    Out Kitchen 2.00 1.65 1.00 7.30

    Terrace 6.00 3.00 1.00 18.0012.05 1.00 12.05

    13.25

    Polished porcelain Skirtings to tiles

    Non-slip porcelain Skirtings to tiles

  • 8/2/2019 Main Building Take Off

    48/50

    Ceiling material 130 m2

    Coeff. Location L B H/D Nr Total

    Bedrm 1 3.60 3.70 1.00 13.32

    Bedrm 1 1.75 0.60 1.00 1.05

    Corridor 1.20 2.55 1.00 3.06

    Bedrm 2 3.60 3.70 1.00 13.32

    Bedrm 2 1.75 0.60 1.00 1.05

    Terrace 6.00 2.85 1.00 17.10

    Guest W.C 2.85 1.00 1.00 2.85

    M-Bedrm 4.00 4.20 1.00 16.80

    W.i.c 2.00 1.75 1.00 3.50

    Bath 2.25 2.00 1.00 4.50

    Lounge 6.30 4.30 1.00 27.09

    Lounge 4.65 1.20 1.00 5.58

    Living area 4.65 4.55 1.00 21.16

    130.38

  • 8/2/2019 Main Building Take Off

    49/50

    589 m2

    Coeff. Location L B H/D Nr Total

    1.00 359.00

    1.00 230.49

    589.49

    8 m2

    Coeff. Location L B H/D Nr Total

    0.14 54.10 1.00 7.79

    7.79

    20 m2

    Coeff. Location L B H/D Nr Total

    2.00 D1 2.05 0.90 1.00 3.69

    2.00 D2 2.05 0.80 5.00 16.40

    1.00 D1 4.10 0.04 1.00 0.16

    1.00 D2 4.10 0.04 5.00 0.78

    20.25

    3EP to internal and external walls

    Priming back of frames

    Polishing of Panel doors

  • 8/2/2019 Main Building Take Off

    50/50

    54 m2

    Coeff. Location L B H/D Nr Total

    1.00 54.10 1.00 54.10

    54.10

    17 m2

    Coeff. Location L B H/D Nr Total

    2.00 D3 2.05 0.65 6.00 15.99 Flush1.00 D3 4.10 0.04 6.00 0.93

    16.92

    31 m2

    Coeff. Location L B H/D Nr Total

    102.85 0.30 30.86

    30.86

    Painting to frames

    Painting to flush doors

    Painting to Fascia board


Recommended