work sheets

External worksBlinding

No L B T Interlock Bulnose Hydralic

Interlock paving

10 13.7 2.5 342.50

2 39.46 1.7 134.16

2 44.95 1.7 152.83

1 39.5 1.7 67.15

1 14.28 2.1 29.99

1 84.04 2 168.08

1 73.01 2.14 156.24

1 10.54 4.1 43.21

1 5.18 1.39 7.20

1 9.52 1.6 15.23

1 13.43 3.03 40.69

1 13.43 2.6 34.92

1 25.37 4.16 105.54

1 82.16 3.28 269.48

1 7.86 3.6 28.30

1 19.6 1.83 35.87

1 33.46 4 133.84

1 12.62 4.23 53.38

1 19.56 27.04 528.90

1 35.28 4 141.12

1 12.54 4.06 50.91

1 12.54 1.6 20.06

4 41.27 2.65 437.46

2 20.7 1.81 74.93

1 3.21 82.15 263.70

2 8.54 2.17 37.06

2 6.7 4 53.60

2 6.54 3.89 50.88

2 31.508 1.83 115.32

2 15.139 3.1 93.86

2 2.82 3.1 17.48

1 8.6 3 25.80

1 81.859 3.185 260.72

2 6.44 2.69 34.65

2 6.3 2.3 28.98

1 84.32 2 168.64

1 6.99 7.58 52.98

1 10.69 9.03 96.53

1 29.64 2.01 59.58

4431.81

Lands caped area

Road area 1 44.82 174.91 7838.68

1 99.02 29.86 2956.74

1 13.33 49.45 659.17

1 16.58 13.13 217.70

1 49.72 7.25 360.47

1 84.44 13.07 1103.63

1 23.45 7.29 170.95

1 29.64 19 563.16

1 83.3 6 499.80

1 11.68 33.16 387.31

1 45.18 7 316.26

1 7.15 8 57.2

1 90.73 7.3 662.329

1 8.53 7 59.71

1 10 6 60 Existing tank

15913.10

Road marks

Parking line 1 29 6 174

1 15 6 90

1 26 6 156

1 26 6 156

1 30 6 180

1 26 6 156

1 26 6 156

1 15 6 90

1 17 6 102

1 9 6 54

1 17 6 102

1 8 6 48

1 15 6 90

1 11 6 66

1 6 6 36

1656

Road centre line

1 77.65 77.65

2 7.43 14.86

1 4.42 4.42

96.93

Kerb 1 120.45 120.451 14.67 14.671 29.05 29.05

10 3.92 39.21 19.92 19.921 45.75 45.751 6.81 6.811 50.24 50.241 28.16 28.161 50.01 50.012 8.14 16.281 9.01 9.011 25.5 25.51 5.16 5.161 42.15 42.151 6 61 1.03 1.031 186.54 186.541 83.297 83.2971 4.702 4.7021 54.03 54.031 90.72 90.721 24.08 24.082 77.543 155.0861 4.1 4.12 4.64 9.281 4.06 4.061 6 61 27.67 27.672 2.07 4.141 86.73 86.731 6.3 6.31 7.46 7.461 28.76 28.761 28.92 28.921 6.08 6.081 16.86 16.861 9.92 9.923 25.37 76.114 12.44 49.761 8.7 8.72 21.01 42.021 6.26 6.262 21.12 42.242 13.26 26.524 12.44 49.762 21.17 42.342 8.24 16.48

1 4.69 4.692 13.86 27.726 6.52 39.122 12.16 24.324 10.16 40.64

1850.805

Kerb curved 1 12.81 12.811 12.21 12.211 3.55 3.559 2.89 26.01

2 4.702 9.4041 9.46 9.461 12.12 12.121 1.66 1.661 2.96 2.96

90.184

Kerb Bulnose 10 10 10020 6.15 123

4 39.45 157.82 44.9 89.82 39.2 78.42 39.5 791 4.144 4.1441 4.56 4.561 34.14 34.141 13.63 13.631 40.26 40.261 3.76 3.761 7 71 75.81 75.811 4 41 84.73 84.733 4 121 2.83 2.832 7.01 14.021 6.01 6.011 25.5 25.52 2.22 4.441 7.15 7.152 4.01 8.021 22.7 22.71 46.57 46.572 3 61 6.86 6.861 46.371 46.3711 33.87 33.872 6 12

1 19.75 19.751174.125

curved 20 3.141 62.822 2.91 5.821 2.901 2.9011 6.27 6.271 3.14 3.141 4.47 4.474 3.15 12.62 3.13 6.262 2.92 5.841 4.5 4.5

114.621

Landscapping area1 13.405 21.11 282.982 12.77 21.32 544.512 12.77 8.24 210.452 6.84 14.14 193.442 10.16 6.84 138.999 1370.37

Graded area 1 21.01 13.26 278.591 14.3 16 228.801 75.31 28.86 2173.451 6.08 44.45 270.261 9.91 27.6 273.521 77.54 37.48 2906.20

6130.81

External worksBlinding

4,431.81

15,913.10

6,130.81

1,370.37

Metal work for ARFF BUILDING

Weight KGNo L Unit weight T

Beam First floor

AT 4.00 M

UB 203 x 133 x 23 kg 4 6 23 552.00

3 9.8 23 676.20

1 3.35 23 77.05

1,305.25

AT 8.00 M

UB 610 x 305 x 149 kg 2 8 149 2,384.00

UB 356 x 171 x 45 kg 2 11.3 45 1,017.00

UB 356 x 171 x 51 kg 2 8 51 816.00

UB 203 x 133 x 30 kg 5 11.3 30 1,695.00

RSC 178 x 89 x 26 kg 2 11.3 26 587.60

RSC 125 x 65 x 15 kg 2 6.4 26 332.80

1 0.8 26 20.80

353.60

Column

UB 203 x 133 x 25 kg 4 8 25 800.00

UB 254 x 146 x 37 kg 2 8 37 592.00

UB 356 x 171 x 67 kg 4 8 67 2,144.00

Door Jamb column

RSC 178 x 89 x 26 kg 4 2 26 208.00

Vertical Bracing M

L 90 x 90 x 6 32 4.7 150.40

G.I.Grating m2

1 12 8 96.00

cat ladder 1 no

Finishes

Description Times L B H Floor

F1 F2 F3

waiting area 2 31.95 6.38 4.6 407.68

2 30.4 2.35 142.88

2 27.8 1.85 102.86

2 21.43 3.13 134.15

ddt AL-04 2

D-02 2 0.9 2.2

D-04 2 1.1 2.2

D-01 2 1 2

AL-04 2 1.4 2.2

AL-06 2 3.4 2.5

AL-01 20 1.2 1.8

FD-02 2

2 4.6

2 3.8 6.11 46.44

2 8.05 7.13 114.79

2 8.7 3.35 58.29

2 2.6 2.4 12.48

D01 2 1 2.2 4.40

D05 4 1 2.2 8.80

Archieve store 4 2.45 5 4.6 49.00

D05 4 1 2.2

Passage 2 7.25 1.45 4.6 21.03

2 1.9 1.15 4.6 4.37

D-01 3 1 2.2

D-02 3 0.8 2.2

Reast room 2 1.8 3.35 4.6 12.06

Server Room 2 1.8 2.4 4.6

D-01 4 1 2.2

Office 2 2.4 4.01 4.6 19.25

Office 2 2.375 3.08 4.6 14.63

D-01 2 1 2.2

D-04 2 1 2.2

Staff toilets 4 1.6 1.8 4.6

D-03 4 0.8 2.2

D-02 2 0.9 2.2

Break out area 2 2.8 2.75 4.6

D-03 2 0.8 2.2

D-02 2 0.9 2.2

Jan 4 1.05 1.85 4.6

D-03 2 0.8 2.2

Staff toilets 2 1.9 3 4.6

D-02 2 0.9 2.2

2 2.1 1.1 4.6

D-03 4 0.8 2.2

oilets area 8 0.9 2.1 4.6

D-03 8 0.8 2.2

oilets out area 2 1.9 2.1 4.6

D-03 6 0.8 2.2

Water cooler area 2 2.8 2.5 4.6

D-02 2 0.9 2.2

D-03 2 0.8 2.2

Stair case area 2 3.8 5.2 4.6 39.52

2 1.2 4 4.6 9.60

Server room 2 4.3 2.5 4.6 21.50

D-06 2 1 2.2

Disable toilets 2 2.2 1.6 4.6

D-04 2 1 2.2

front disable 2 2.3 1.6 4.6

D-04 2 1 2.2

Open 2 1.6 2.2

Open to sky 2 16.37 5.92 4.6

2 13.97 3.52 4.6

main hall 2 10.6 3 4.6 63.60

2 1.79 16.7 4.6 59.79

2 11.72 8.2 4.6 192.21

Archieve store 2 4.87 3 4.6 29.22

Visitors main entry 1 5.6 3 4.6

Visitors entry 2 2.4 2.5 4.6

AL-02 4 3.6 4.3

2 23 2

1 6.8 5.8

2 3 1.5

Vistotrs entry 4 6.1 2.7 4.6 65.88

Vistors entrance 2 6.1 3.5 4.6 42.70

1 5.5 4.8

F1 F2 F3

1497.92 70.62 108.58

Typical no of floors 1

Total 1497.92 70.62 108.58

Internal Stair case F4

Rise 58 0.14 1.2 0.08 9.74

soffits

Treat 58 0.34 1.2 23.66

3.8

landing 4 1.35 1.4 7.56

External Enternce

Rise 12 0.25 4 12.00

Rise 2 0.25 1.85 0.93

Treat 12 0.35 4 16.80

2 0.25 1.85 0.93

3.8

landing 4 1.35 1.4 7.56

2 1.5 1.85 5.55

Ramp including landin

5 12.4 1 62.00

Marble tile on cavity wall with 40 projection including bulnose

145 mm wide 335

255 mm wide 135

External Finishes

1 137.4 6 1,590.42

2 355.30

355.30

2301.01

Allow for providing 50 mm deep recess in wall as detailed and shown on Drawing No 007 of 021

Allow for providing 400 x 400 x 50 mm deep recess in wall as detailed and shown on Drawing No 007 of 021

Allow for providing 8 x 8 mm deep grooves in plaster as detailed and shown on Drawing No 007 of 021

Allow for providing 500 x 50 mm deep recess in wall and approved Glass with grill.

F1 :- 400 X 400 X 12 mm thick ceramic tile

F2 :- 200 x 200 x 8 mm thick ANTI SLIP VITRIFIED CERAMIC

F3 :- 6 mm thick backed synthetic rubber welded flooring

F4 :- 300 x 300 x 10 mm thick ceramic

F5 :- smmoth finish with floor hardener

S1 :- 400x 150 mm ceramic

S2 :- 200 x 200 x 6mm thick ceramic wall tiles

S3 :- 150 mm high cement concret

S4 :- 20 mm thick Terazo

W1 :- Plaster and paint

C1 : 600x600x12.5 mm Gypsum Tile\

C2 : 600x600x0.7 mm Flase ceiling

C3 : Metal roofing with steel structure

C4 : Plaster and paint

Finishes

Floor Skirting Wall

F4 F5 F6 S1 S2 S3 S4 S5 S6 W1 W2 W3

194.32 904.54

(1.80) (3.96)

(2.20) (4.84)

(2.00) (4.00)

(2.80) (6.16)

(6.80) (17.00)

(43.20)

0.00 0.00

144.90 (144.90)

130.00 598.00

(2.00) (4.40)

(4.00) (8.80)

59.60 274.16

(4.00) (8.80)

34.80 160.08

12.20 56.12

(3.00) (6.60)

(2.40) (5.28)

20.60 94.76

8.64 16.80 77.28

(4.00) (8.80)

25.64 117.94

21.82 100.37

(2.00) (4.40)

(2.00) (4.40)

11.52 27.20 125.12

(3.20) (7.04)

(1.80) (3.96)

15.40 22.20 102.12

(1.60) (3.52)

(1.80) (3.96)

7.77 23.20 106.72

(1.60) (3.52)

11.40 19.60 90.16

(1.80) (3.96)

4.62 12.80 58.88

(3.20) (7.04)

15.12 48.00 220.80

(6.40) (14.08)

7.98 16.00 73.60

(4.80) (10.56)

14.00 21.20 97.52

(1.80) (3.96)

(1.60) (3.52)

36.00 165.60

20.80 95.68

27.20 125.12

(2.00) (4.40)

7.04 15.20 69.92

(2.00) (4.40)

7.36 15.60 71.76

(2.00) (4.40)

193.82 89.16 410.14

(98.35) 69.96 321.82

54.40 250.24

73.96 340.22

79.68 366.53

31.48

16.80 17.20 79.12

12.00 19.60 90.16

(14.40) (61.92)

(46.00) (92.00)

0.00 0.00

70.40

38.40

F4 F5 F6 S1 S2 S3 S4 S5 S6 W1 W2 W3

16.41 218.71 0.00 703.50 108.80 38.00 346.52 0.00 33.20 1969.50 1637.47 1674.63

16.41 218.71 0.00 703.50 108.80 38.00 33.20 1969.50 1637.47

22.51

22.51

0.00

Allow for providing 400 x 400 x 50 mm deep recess in wall as detailed and shown on Drawing No 007 of 021

Finishes

Wall Ceiling

W4 C1 C2 C3 C4 C5

407.68

142.88

102.86

134.15

46.44

114.79

58.29

12.48

4.40

8.80

0.00

49.00 49.00

21.03

4.37

12.06

8.64

19.25

14.63

11.52

15.40

7.77

11.40

4.62

15.12

7.98

14.00

39.52

9.60

21.50

7.04

7.36

63.60

59.79

192.21

29.22

16.80

12.00

92.00

39.44

9.00

97.00

323.84 65.88

176.64 42.70

26.40

W4 C1 C2 C3 C4 C5

500.48 1261.17 102.21 186.80 237.44 341.99 0.00

500.48 1261.17 102.21 186.80 0.00 0.00 0.00

#REF!

#REF!

Super structure

Con FW

WP

No L B T Hori Verti

Beam First floor

B1 1 20.3 0.2 0.2 0.81 12.18

B2 1 70.96 0.2 0.2 2.84 42.58

B3 1 10 0.2 0.2 0.40 6.00

B4 1 115.8 0.2 0.6 13.90 162.12

B5 1 41.84 0.2 0.6 5.02 58.58

B6 1 48.76 0.35 0.5 8.53 65.83

B7 1 128.84 0.35 0.5 22.55 173.93

B8 1 66.7 0.35 0.5 11.67 90.05

B9 1 38.8 0.3 0.8 9.31 73.72

B10 1 78.56 0.3 0.6 14.14 117.84

B11 1 26.04 0.3 0.6 4.69 39.06

B12 1 3.8 0.3 0.5 0.57 4.94

B13 1 3.6 0.35 0.7 0.88 6.30

B14 1 5 0.35 0.7 1.22 8.75

B15 1 16.8 0.2 0.7 2.35 26.88

B16 1 7.2 0.3 0.6 1.30 10.80

B17 1 70.4 0.3 0.7 14.78 119.68

B18 1 54.44 0.3 0.6 9.80 81.66

B19 1 17.8 0.4 0.8 5.70 35.60

B20 1 5.04 0.4 0.8 1.61 10.08

B21 1 9.2 0.3 0.7 1.93 15.64

B22 1 3.9 0.3 0.7 0.82 6.63

B23 1 13.64 0.3 0.6 2.46 20.46

B24 1 1.4 0.2 0.6 0.17 1.96

B25 1 17.4 0.35 0.7 4.26 30.45

B26 1 6 0.4 0.5 1.20 8.40

B27 1 31.2 0.3 0.7 6.55 53.04

B28 1 18.6 0.2 0.6 2.23 26.04

B29 1 7.6 0.2 0.6 0.91 10.64

B30 1 152.61 1,319.83

Arch Beam

B2 2 5.5 0.2 0.5 1.10 13.20

B4 2 5.5 0.2 0.6 1.32 15.40

B7 2 5.6 0.35 0.5 1.96 15.12

Arched area

B16 2 5.5 0.2 1.5 3.30 35.20

2 5.5 0.2 1.5 3.30 35.20

2 5.5 0.2 1.5 3.30 35.20

14.28 149.32

Ring Beam

1 12.88 0.00

1 12.88 0.00

Column B L H FW

F1 - C4 2 0.35 0.5 6

F2 - C3 2 0.35 0.5 6

F3 - C1 2 0.35 0.35 6

F4 - C1 6 0.35 0.35 6

F5 - C3 2 0.35 0.5 6

F6 - C6 4 0.4 6

F7 - C2 4 0.35 0.5 6

F7 - C4 8 0.35 0.5 6

F7 - C5 10 0.3 0.5 6

F8 - C5 2 0.3 0.5 6

F8 - C6 2 0.4 6

F9 - C9 2 0.35 0.6 6

F10 - C12 2 0.5 6

CF1 - C1 2 0.35 0.35 6

CF1- C2 2 0.35 0.5 6

CF2- C1 2 0.35 0.35 6

CF2 -C2 2 0.35 0.5 6

CF3 - C1 2 0.35 0.35 6

CF3 - C2 2 0.35 0.5 6

CF4 - C1 4 0.35 0.35 6

CF4 - C4 4 0.35 0.5 6

CF5 - C1 2 0.35 0.35 6

CF5 - C3 2 0.35 0.5 6

CF6 - C1 2 0.35 0.35 6

CF6 - C13 2 0.4 0.5 6

CF7 - C1 4 0.35 0.35 6

CF7 - C7 4 0.3 0.4 6

CF7 - C8 4 0.4 0.8 6

CF8 - C9 4 0.35 0.6 6

CF8 - C10 4 0.4 0.6 6

CF8 - C11 4 0.3 1.05 6

CF9 - C1 4 0.35 0.35 6

CF10 -C1 10 0.35 0.35 6

CF11- C5 4 0.3 0.5 6

Internal Stair case

Rise 25 0.45 0.4 1.5 6.75 26.25

soffits 15.00

Treat

landing 4 1.55 1.5 0.225 2.09 9.30

0.225 0.00 0.00

0.225 0.00 0.00

8.84 50.55

Slab

S1 1st 4 1.2 1.2 0.15 0.86 5.76

2 5.5 2.2 0.15 3.63 24.20

2 1.85 3.67 0.15 2.04 13.58

4 2.6 3.67 0.15 5.73 38.17

2 3.67 3 0.15 3.30 22.02

2 6.82 2.52 0.15 5.16 34.37

2 4.8 3 0.15 4.32 28.80

2 5.4 3 0.15 4.86 32.40

0.00 0.00

29.89

S2 1st 2 4.2 3.7 0.15 4.66 31.08

2 3.7 4.8 0.15 5.33 35.52

2 4.65 4.65 0.15 6.49 43.25

2 5.6 3.1 0.15 5.21 34.72

2 3.1 4.2 0.15 3.91 26.04

2 1.5 4.2 0.15 1.89 12.60

2 4.2 3.1 0.15 3.91 26.04

1 0.00 0.00

1 0.00 0.00

1 0.00 0.00

1 0.00 0.00

1 0.00 0.00

1 0.00 0.00

31.39

S3 1st 2 6.2 3.7 0.15 6.88 45.88

2 4.8 4.8 0.15 6.91 46.08

2 4.5 4.8 0.15 6.48 43.20

2 4.7 4.8 0.15 6.77 45.12

2 4.7 4.7 0.15 6.63 44.18

2 4.65 4.8 0.15 6.70 44.64

2 3.8 5.6 0.15 6.38 42.56

1 5.4 8.9 0.15 7.21 48.06

53.96

S4 2 3.7 8.8 0.15 9.77 65.12

2 8.4 3.7 0.15 9.32 62.16

2 8.7 3.7 0.15 9.66 64.38

2 8.6 3.8 0.15 9.80 65.36

38.55

S5 2 4.8 9.7 0.175 16.30 93.12

2 7.2 4.8 0.175 12.10 69.12

2 4.5 9.7 0.175 15.28 87.30

2 8 4.5 0.175 12.60 72.00

2 4.8 9.7 0.175 16.30 93.12

2 4.7 8.7 0.175 14.31 81.78

86.88

S6 2 8.9 6.82 0.15 18.21 121.40

S7 2 4.8 1.7 0.175 2.86 16.32

1 16 1 0.175 2.80 16.00

5.66 1,675.44

Ahu plinth

2 2.9 4.3 0.2 4.99 5.76

RCC openable shaft cover with ventilation

Reinforced Grade 10 lean concrete for

Column B L H FWC1 0.2 0.6 1 0.00 0.00 C2 0.2 0.7 1 0.00 0.00 C3 0.2 0.7 1 0.00 0.00 C4 0.2 1 1 0.00 0.00 C5 0.2 0.55 1 0.00 0.00

0.2 0.35 1 0.00 0.00 C6 0.2 0.4 1 0.00 0.00

0.2 0.2 1 0.00 0.00 C7 0.2 0.5 1 0.00 0.00

0.2 0.3 1 0.00 0.00 C8 0.2 0.5 1 0.00 0.00

0.2 2.3 1 0.00 0.00 0.2 2.3 1 0.00 0.00 0.2 2 1 0.00 0.00 0.2 2 1 0.00 0.00

0.00 0.00

Masonary WallExternal wall

1 3.35 4.6 15.41 1 0.65 4.6 2.99 134.38 1 4.65 4.6 21.39

AL-01 2 -1.8 1.2 (4.32)1 3.05 4.6 14.03

AL-01 1 -1.8 1.2 (2.16)1 3.6 4.6 16.56

AL-02 1 -3.8 5.3 (20.14)1 3.1 4.6 14.26

AL-01 1 -1.8 1.2 (2.16)1 4.65 4.6 21.39

AL-01 2 -1.8 1.2 (4.32)1 0.65 4.6 2.99 1 1.7 4.6 7.82 1 1.53 4.6 7.04 1 3.92 4.6 18.03 1 1.13 4.6 5.20 1 5.45 4.6 25.07 1 2.48 4.6 11.41

AL-04 1 -2.2 1.4 (3.08)1 2.47 4.6 11.36 1 5.4 4.6 24.84

AL-01 1 -1.8 1.2 (2.16)1 6.15 4.6 28.29

AL-01 2 -1.8 1.2 (4.32)1 4.43 4.6 20.38

AL-01 1 -1.8 1.2 (2.16)1 1.5 4.6 6.90 1 2.2 4.6 10.12 1 1.75 4.6 8.05 1 1.15 4.6 5.29 1 2.5 4.6 11.50

AL-01 1 -1.8 1.2 (2.16)1 1.5 4.6 6.90

AL-01 1 -1.8 1.2 (2.16)1 2 4.6 9.20

AL-01 1 -1.8 1.2 (2.16)1 3.35 4.6 15.41 1 0.7 4.6 3.22 1 4.8 4.6 22.08

AL-01 2 -1.8 1.2 (4.32)1 3.5 4.6 16.10

AL-01 1 -1.8 1.2 (2.16)1 1.05 4.6 4.83 1 5.5 4.6 25.30 1 4.8 4.6 22.08

AL-01 2 -1.8 1.2 (4.32)1 3.5 4.6 16.10

AL-01 1 -1.8 1.2 (2.16)1 1.05 4.6 4.83 1 0.7 4.6 3.22 1 3.5 4.6 16.10

AL-03 1 -0.8 1.8 (1.44)1 0.7 4.6 3.22 1 5.4 4.6 24.84

AL-01 2 -3.8 5.3 (40.28)1 3.9 4.6 17.94

AL-01 1 -1.8 1.2 (2.16)1 8.85 4.6 40.71

AL-01 3 -1.8 1.2 (6.48)1 1.55 4.6 7.13 1 2.7 4.6 12.42 1 7.87 4.6 36.20

AL-01 1 -1.8 1.2 (2.16)AL-07 1 -5.3 4 (21.20)

Roof floor 2 3.5 4 28.00

508.17

1,016.34 200 mm thick cavity 1,016.34 150 mm thick cavity wall 1,016.34 50 mm thick insulation 1,016.34

200 MM External wall2 0.6 4.6 5.52 4 1.05 4.6 19.32 2 1.45 4.6 13.34 1 0.8 -0.8 (0.64)2 8.7 4.6 80.04 2 1 1.9 (3.80)2 17 4 136.00

AL 03a 2 0.8 0.8 (1.28)DN 2 0.9 2.1 (3.78)

4 14 4.6 257.60 4 3.6 4.6 66.24

568.56 100 MM External wall

2 0.6 4.6 5.52

200 + 200 mm cavity + 200 2 5.35 4.6 49.22

AL-02 2 -3.8 5.3 (40.28)1 5.975 4.6 27.48

AL-07 1 -4 5.3 (21.20)

15.22 Parapet wall 100 mm

1 134.38 0.5 67.19 m2

Parapet wall 200 mm1 134.38 1.4 188.13 m2

Cavity wall 250 mm1 64.5 0.3 19.35

Cavity wall 350 mm1 64.5 1.25 80.63

Marble tile on cavity wall with 40 projection including bulnose

145 mm wide 335

255 mm wide 135

Internal wall 200 mm thick

2 1.6 4.6 14.72 2 4.075 4.6 37.49 2 3.8 4.6 34.96 2 3.9 4.6 35.88 2 2.15 4.6 19.78 2 5.1 4.6 46.92

D05 2 1 2 (4.00)2 1.85 4.6 17.02 2 2.4 4.6 22.08

AL-08 2 2 2.2 (8.80)2 1.95 4.6 17.94 2 5.1 4.6 46.92

D05 2 10.4 4.6 95.68 D02 6 1.1 2 (13.20)

8 3.7 4.6 136.16 2 5.6 4.6 51.52

D04 2 1.1 2 (4.40)2 6.69 4.6 61.55 2 7.47 4.6 68.72

D05 2 1 2.2 (4.40)

672.54 m2100 mm thick wall

1 1.1 4.6 5.06 2 12.375 4.1 101.48

D03 8 0.8 2.2 (14.08)2 1.2 4.6 11.04 2 1.6 4.6 (14.72)

d03 2 0.8 2.2 (3.52)2 1.13 4.6 10.40 4 1.9 4.6 34.96 2 2.1 4.6 19.32

d03 4 0.8 2.2 (7.04)

142.89 m2

Dry wall 2 4.55 4.6 41.86 2 4.5 4.6 41.40 2 3.5 4.6 32.20

D01 2 2.2 1 (4.40)2 4.55 4.6 41.86 2 4.8 4.6 44.16 2 2.4 4.6 22.08 2 3.4 4.6 31.28

D01 2 2.2 1 (4.40)2 6.15 4.6 56.58

D01 4 2.2 1 (8.80)4 1.8 4.6 33.12 2 2.1 4.6 19.32

FD02 2 1 2.2 (4.40)341.86 m2

Office wall4 5.35 4.1 87.74 4 1 2.2 (8.80)

78.94 m2

internal Planter BOX detaol2 6.4 2.1 26.88 m22 22.3 9.1 405.86 2 5.9 25.6 302.08 2 9.3 22.35 415.71 2 3.9 14.75 115.05

Staircase 2 3.8 5.2 39.52 2 6.32 3.32 41.96 2 6.2 7.45 92.38 2 16.5 10.1 333.30 2 6.4 2.12 22.3 9.12 5.9 25.62 9.3 22.352 3.9 14.752 3.8 5.22 6.32 3.322 6.2 7.452 16.5 10.1

1,772.74

Staircase 2 3.8 5.2 36.00 153.00

43.00 153.00

43.00 428.00

Aluminium works

AL-01 3 Al-02 1.00 Al-03 1 Al-03a 1 AL-04 13 1.00 1 1333333

31

AL-01 3 Al-02 1.00 Al-03 1 Al-03a 1 AL-04 13 1.00 1 133333331

56 4.00 4 2 4

D-01 10 D-02 1 D-03 4.00 D-04 13 4.00

D-01 10 D-02 1 D-03 4.00 D-04 13 4.00

20 8 16 2

Alum worksCat Ladder 1 No As shown on Drawing No : 101

Metal Railing for stair case1 2.83 2.83 1 0.715 0.72 1 2.05 2.05 1 3.783 3.78 1 1.55 1.55 1 1.25 1.25 1 0.95 0.95 1 5.1 5.10 1 4.28 4.28

22.51

Doors and windowDW1 1 1 1.00 1.00 Dw2 1 1 1.00 1.00 Dw3 1 1 1.00 1.00 Dw4 1 1 1.00 1.00 CW1 1 1 1.00 1.00 CW2 1 1 1.00 1.00

FeD1 1 6 6.00 6.00 FeD2 1 1 1.00 1.00 FD1 1 5 5.00 5.00 FD2 1 1 1.00 1.00

SD1 1 8 8.00 8.00 SD2 1 7 7.00 7.00 SD3 1 2 2.00 2.00 SD4 1 2 2.00 2.00 SD5 1 0 0.00 0.00

RS! 1 12 12.00 12.00

D1 1 5 5.00 5.00 D2 1 1 1.00 1.00 D3 1 11 11.00 11.00

D3 A 1 1 1.00 1.00 D4 1 10 10.00 10.00 D5 0 0.00 0.00

Window scheduleW1 1 2 2.00 2.00 W2 1 1 1.00 1.00 W3 1 1 1.00 1.00 W4 1 2 2.00 2.00 W5 1 2 2.00 2.00 W6 1 1 1.00 1.00 W7 1 2 2.00 2.00 W8 1 1 1.00 1.00 W9 1 1 1.00 1.00

W10 1 1 1.00 1.00

J1 2 1 2.00 2.00 94.00

Grating As shown on drawing no 101 160.3 m

Glazing 1 3.142 10.15 31.89

Cat walk

Bollard 250 mm wide 900 mm high 14 no

metal racking 18.5 m x 700 mm 1 8.4 1 6.5 1 1.2 2

1.8 x 300 mm 13

Dinning set including table and chair 7.00 set

Lounge room soba set with table 1.00 set

equipment room Table 1.00 Item

vanity unitkitchen 1.00

H wash 2.00 hole

Wash room table including 2 chairs 1.00 No

Super structureJoint

IJ EJ

Line of concrete encasement

2.10 20.40 2.10 20.40

2.10 20.40 2.10 20.40

1.47 16.80 1.47 16.80

4.41 50.40 4.41 50.40

2.10 20.40 2.10 20.40

0.00 12.07 0.00 19.20

4.20 40.80 4.20 40.80

8.40 81.60

9.00 96.00 16.38 188.40

1.80 19.20

0.00 6.03

2.52 22.80

0.00 9.43

1.47 16.80

2.10 20.40

1.47 16.80

2.10 20.40

1.47 16.80

2.10 20.40

2.94 33.60

4.20 40.80

1.47 16.80

2.10 20.40

1.47 16.80

2.40 21.60

2.94 33.60

2.88 33.60

7.68 57.60

5.04 45.60

5.76 48.00

7.56 64.80

2.94 33.60 Mezanine omly

7.35 84.00

3.60 38.40

109.14 1,117.12

172.00

92.53

Al-05 1 AL-06 1 AL-07 1 AL-08 1 AL-09 1

Al-05 1 AL-06 1 AL-07 1 AL-08 1 AL-09 1

2 2 2 2 2

D-05 2 FD-01 3 FD-02 1

D-05 2 FD-01 3 FD-02 1

4 0 0 6 2

AL-10 1 AL-3a 1

AL-10 1 AL-3a 1

2 2

D-10 D-11

D-10 D-11

Sustructure Structure Excavation

No L B T Top soil Raft Pit Trench

Excavation

1 0.15 0.00

1 350 0.15 52.50

1 0.15 0.00

52.50

REDUSE LEVELRaft Foundation

1 0 0 1.2

1 350 0 0.3

1 0 0 1.2

Footing

F1 16 1 1 0.4 65.54

F2 6 1.2 1.2 0.4 31.10

F3 2 1.4 1.4 0.4 12.80

F4 0 1.6 1.6 0.4 0.00

F5 3 1.8 1.8 0.4 27.65

27

Internal Plinth Beam

PB1 1 75.3 0.2 0.6 54.22

PB2 1 8.95 0.2 0.6 6.44

External Plinth Beam

PB1 1 81.4 0.2 0.6 26.05

Column Shaft B L Footing H

F1 - C1 2 0.2 0.4 0.4

F1 - C2 14 0.2 0.4 0.4

F2 - C1 3 0.2 0.4 0.4

F2 - C2 3 0.2 0.4 0.4

F3 - C1 2 0.2 0.4 0.4

F4 - C1 0 0.2 0.4 0.4

F5 - C1 3 0.2 0.4 0.4

Internal Stair case F4

Rise 0 0.14 1.2 0.4 0.00

soffits

Treat 0 0.34 1.2 0.4 0.00

landing 0 1.35 1.4 0.4 0.00

External Enternce /steps

Rise 3 2.5 0.21 0.6 1.58

Rise 3 4 0.21 0.6 2.52

3 1.5 0.21 0.6 0.95

3 1.5 0.21 0.6 0.95

Treat 3 2.5 0.21 0.6 1.58

3 4 0.21 0.6 2.52

3 1.5 0.21 0.6 0.95

3 1.5 0.21 0.6 0.95

landing 1 2.5 1.7 0.15 4.25

1 1.8 1.5 0.15 2.70

1 1.8 1.1 1.15 1.98

1 1.5 1.3 0.15 1.95

Ramp including landin

5 12.4 1 0.15 62.00

Plant wall 0.2 1.5

Solid Block Work

1 81.4 0.4 0.9 73.26 29.30

1 0.4 0.9 0.00 0.00

1 0.4 0.9 0.00 0.00

Area for Solid 73.26

DPC 28.49

Slab

1.00 0.30 4.50 0.15

1.00 4.50 4.50 0.15

1.00 4.50 3.00 0.15

1.00 4.50 1.20 0.15

2.00 2.40 1.80 0.15

2.00 1.90 1.80 0.15

1.00 4.40 0.40 0.15

1.00 4.50 4.00 0.15

1.00 2.30 1.70 0.15

1.00 2.30 0.90 0.15

1.00 5.30 4.00 0.15

1.00 2.30 2.60 0.15

1.00 1.80 3.00 0.15

1.00 2.30 1.30 0.15

1.00 4.00 3.00 0.15

1.00 4.90 3.90 0.15

1.00 3.80 0.80 0.15

1.00 2.60 1.80 0.15

1.00 1.20 1.80 0.15

1.00 4.00 0.60 0.15

1.00 1.60 1.20 0.15

1.00 2.20 1.20 0.15

1.00 4.00 4.00 0.15

1.00 0.15

1.00 0.15

Back filling

Area 350

Imported granular (class A)

1.00 350.00 1.20 420.00

Imported granular (class B)

1.00 350.00 2.50 875.00

(109.39)

765.61

Hard Core material filling

Gravel Filling 1 24.82 19.90 0.4

Pit Trench137.09 116.01

Fibre Reinforcement concrete

Sustructure Structure Excavation Blinding

Con FW

Mesh

Stair 50mm 75mm 100mm 150.00 200.00 300.00 A193 A252

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

12.29 6.40 25.60

5.83 3.46 11.52

2.40 1.57 4.48

0.00 0.00 0.00

5.18 3.89 8.64

15.31 50.24

3.01 9.04 90.36

0.36 1.07 10.74

3.26 9.77 97.68

19.88 198.78

FW

0.34 5.04

2.35 35.28

0.50 7.56

0.50 7.56

0.34 5.04

0.00 0.00

0.50 7.56

4.54 68.04

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00

0.95 1.58 1.58

1.51 2.52 2.52

0.57 0.95 0.95

0.57 0.95 0.95

0.95 1.58 1.58

1.51 2.52 2.52

0.57 0.95 0.95

0.57 0.95 0.95

0.64 1.26 4.25

0.41 0.99 2.70

2.28 6.67 1.98

0.29 0.84 1.95

9.30 18.60 62.00

20.09 40.33

0.00 0.00 0.00

2.44

0.00 0.00

0.00 0.00

0.13 0.20 1.35

2.03 3.04 20.25

1.35 2.03 13.50 13.50

0.54 0.81 5.40 5.40

0.86 1.30 8.64 8.64

0.68 1.03 6.84 6.84

0.18 0.26 1.76 1.76

1.80 2.70 18.00 18.00

0.39 0.59 3.91 3.91

0.21 0.31 2.07 2.07

2.12 3.18 21.20 21.20

0.60 0.90 5.98 5.98

0.54 0.81 5.40 5.40

0.30 0.45 2.99 2.99

1.20 1.80 12.00 12.00

1.91 2.87 19.11 19.11

0.30 0.46 3.04 3.04

0.47 0.70 4.68 4.68

0.22 0.32 2.16 2.16

0.24 0.36 2.40 2.40

0.19 0.29 1.92 1.92

0.26 0.40 2.64 2.64

1.60 2.40 16.00 16.00

0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00

27.19

Blinding Con FW Mesh

50mm 75mm 100mm 150.00 200.00 A393 A2520.00 20.57 6.63 0.00 25.70 159.64 266.09

Sustructure Structure WP Polythene sheet Joint

Hori Verti 1000 G 1,200 IJ EJ CCJ

56.96 25.60 23.04

28.08 11.52 11.76 2+0.4+

11.92 4.48 5.12

0.00 0.00 0.00

27.00 8.64 12.00

7.10 6.2 12.4

15.06 90.36 30.12

1.79 10.74 3.58

16.28 97.68 6.11 3.26

5.04

35.28

7.56

7.56

5.04

0.00

7.56

Mass concrete

Solid B wk

#REF!

#REF!

146.52 32.56

0.00 0.00

0.00 0.00

1.35 1.35 9.6

20.25 20.25 18

13.50 13.50 15

5.40 5.40 11.4

8.64 8.64 16.8

6.84 6.84 14.8

1.76 1.76 9.6

18.00 18.00 17

3.91 3.91 8

2.07 2.07 6.4

21.20 21.20 18.6

5.98 5.98 9.8

5.40 5.40 9.6

2.99 2.99 7.2

12.00 12.00 14

19.11 19.11 17.6

3.04 3.04 9.2

4.68 4.68 8.8

2.16 2.16 6

2.40 2.40 9.2

1.92 1.92 5.6

2.64 2.64 6.8

16.00 16.00 16

0.00 0.00 0

0.00 0.00 0

WP Polythene sheet Joint

Hori Verti 1000 G 1,200 IJ EJ338.33 463.58 6.11 302.68 265.00 0.00

Ithrees

Gul Engineering Consultancy 5/52 AQSC-09

Summary

Sr Description Qty Unit R.O. Bz.

Excavation

1 53 m3

2 Excavate pit to receive foundations 137 m3

3 Excavate trench to receive foundations 116 m3

4 Excavate to receive raft foundations 0 m3

5 100 m3

6 Allow for earthwork support's. Item

7Item

Disposal

8206 m3

Filling

9 100 m3

10 420 m3

11766

m3

12 20 m3

Anti-termite treatment

13

Item

CONCRETE WORK

14 Blinding 50 mm thick 0 m3



UnitRate

Excavate oversite to remove top soil average 150mm

"Extra over" excavation for breaking out rock

Allow for keeping excavations free from underground, surface or running water from whatever source.

Load and remove surplus excavated material from site including providing suitable tip

Selected excavated material in backfilling around

Approved imported fill material (Class A) in backfilling around foundations

Approved imported fill material (class B) in backfilling around foundations

Compacted hardcore filling in 150 mm thick layers under floors

Approved anti-termite treatment to surfaces of ground or filling applied strictly in accordance with the manufacturer's printed instructions including trenches, backfilling, etc. as required by the manufacturer and the provision of guarantee valid for 10 years.

Plain poured Sulphate Resistent Cement Concrete grade C 15 N/mm2

Ithrees


Summary


UnitRate

17 Footings 0 m3

18 Raft 0 m3

19 Walls 235 mm thick #REF! m3

20 Walls 270 mm thick #REF! m3

21 Plinth beams 20 m3

22 Column shaft 1 m3

23 150 mm thick ground floor slab #REF! m3

24 Internal Steps area #REF! m3

25 External steps area #REF! m3

26 200 mm thick nib #REF! m3

27 Allow for thicknening to slab to receive masonary wall

28 200 mm thick as noted on Drawing 0 m3

29 200 mm thick ,Ramp area as shown on Drawing 0 m3

30 25 mm #REF! kg.

31 20 mm #REF! kg.

32 16 mm #REF! kg.

33 12 mm #REF! kg.

34 10 mm #REF! kg.

35 8 mm #REF! kg.

Steel wire mesh fabric reinforcement

BRC mesh ref. A-393 160 m2

Shuttering, as struck finish to

36 Sides of footings 0 m2

37 Sides of Raft #REF! m2

Reinforced poured Sulphate Resistent Cement with silica fume, concrete grade C 40

Polypropylene Fibre reinforcement concrete grade C 30 N/mm2 as per the specification and RCA standard

Reinforcement, high yield steel deformed bars to B.S.

Ithrees


Summary


UnitRate

38 Sides of column shaft 1 m2

39 Sides of wall #REF! m2

40 Sides of Plinth Beam 199 m2

41 Sides and soffits of Ramp 0 m2

42 Sides of steps #REF! m2

MASONRY WORK

43 200 mm thick walls 73 m2

Sundries

44 Polythene sheet damp proof membrane, (1000 gauge.) 6 m2

43 Polythene sheet damp proof membrane, (1200 gauge.) 303 m2

44 464 m2

45 "Ditto'' Horizontal surface 338 m2

Sundries (Cont'd)

46

28 m2

47

265 m

48

0 m

52Item

Precast concrete load bearing solid blocks,precast with sulphate resistent cement 12.5 N/mm2 set in sulphate resistent cement and sand mortar (1:3)

Prepare and apply three coats of approved coal tar epoxy rein to manufacturers instructions/specifications to vertical block /concrete surfaces.

Damp Proof Course in " Hyload Elstomeric" or equivalent approved with RCA laid / applied in accordance with the manufacturers printed instructions including lap joints, fixing accessories, pointing and the like all as required to suit installation

Approved 150 mm heigh, 12mm thick isolation joint with selant and filler bosrd complete as per drawings and specification.

Expansion joint in footings with 20 mm thick closed cell polyethylene filler board , 20 mm wide 10 mm Deep Polysulphide sealent with backing rod including yield steel 12 mm diameter at 200 mm C/C ,dowel and Debonding Agent at one end, end cap as

Allow for construction joints with sealent as shown on drawings

Ithrees


Summary


UnitRate

53

0

Item

SUPER STRUCTURE

CONCRETE WORK

Note :

54 Suspended slabs, 180 mm thick #REF! m3

55

m2

56 Columns #REF! m3

57 Beams 14 m3

58 Lintels and cills m3

59 Staircase 9 m3

60 Walls #REF! m3

61 200 mm thick nib #REF! m3

62 Allow for thickned in the slab #REF! m3

J

0 m

K

m

L

m

Grade 10 lean concrete for future extension

0 m3

(Provisional)

Allow for fix on position steel base plate of the steel structure column footing using Anchor bolt (Steel plate and bolts provided by others ) and embedded to insitu columns including grouting surround, etc as shown and detailed on drawings.

For the full description of materials and workmanship refer "Specification of Works", "Pricing Preambles" and "Drawings".Reinforced poured ordinary Portland cement concrete grade C 40/20

Concrete topping on profile deck sheets to the overall thickness of 120 mm thick as shown on Drawing No ST-09 (option 1)

Profiled coping type 'A' on parapet wall including any necessary fair faced shuttering and final decorations all to approval of the Engineer and as shown on drawing section 7-7

Profiled coping type 'B' on parapet wall including any necessary fair faced shuttering and final decorations all to approval of the Engineer and as shown on AR-09

Profiled coping type 'C' on parapet wall including any necessary fair faced shuttering and final decorations all to approval of the Engineer and as shown on AR-09

Allow for grade 10 concrete for the future extension, including all necessary form work, accessaries to complete.


Ithrees


Summary


UnitRate

Diameter

A 20 mm #REF! kg.

B 16 mm #REF! kg.

D 10 mm #REF! kg.

E 8 mm #REF! kg.


G Sides and soffits of suspended slabs #REF! m2

H Sides of columns #REF! m2

J Sides and soffits of beams 755 m2

K Sides and soffits of lintels m2

L Sides & soffit of window sills m2

M walls #REF! m2

N Stair case 51 m2

Block work in External walls

A 200 mm thick walls 673 m2

B 200mm thick parapet walls -4 m2

C 200 mm thick, skin of cavity walls 1016 m2

100 mm thick m2

D 150 mm thick, ditto 1016 m2

E 200mm thick guard walls m2

F Item

Precast concrete non- load bearing hollow blocks, precast with ordinary Portland cement 7.5 N/mm2 set in ordinary Portland cement and sand (1:3) mortar

Precast concrete load bearing solid blocks, precast with ordinary Portland Cement 7.5 N/mm2 set in ordinary Portland Cement and Sand (1:3) mortar

Allow for one layer solid block work set in cement & sand (1:3 ) mortar over hollow block walls / cavity walls to receive stiffner beams ,columns,beams, arches, lintels, copings etc.all to comply/conform with RCA specification

Ithrees


Summary


UnitRate

Sundries

G 1016 m2

H 1016 m2

Block work in Internal Walls

J 100 mm thick walls m2

K 200 mm, thick walls m2

Roofing as detailed on Draw No AR-117

COVERINGS AND LININGS

A 1,773 m2

B #REF! m

C Item

D Item

E #REF! m

F #REF! m

G 20 x 20 mm pointing with Sealant #REF! m

INSULATION

Extruded Polystyrene insulation riged foam, as specified

H 100 mm covering laid loose 1,773 m2

Form 50 mm cavity between skins of cavity wall including stainless steel wall ties externally built into joints.50 mm thick Polystyrene board or equivalent approved including cutting and fitting around wall ties.


Bituthene 8000 H.C. or other equal and approved single layer roofing system in accordance with manufacturers printed instructions including 10 year guarantee and 24 hour flood test etc,all as specified.

Covering to flat roof laid on screed including priming (screed measured separately)

Skirting 275 mm girth dressed over angle fillet including turning into groove

Allow for dressing roofing system into and around rain water outlets including solar shield protection, aluminium flashing with ancillary items

Allow for dressing roofing system into and around pipe work, plant bases and services pipes/ducts etc.

Protective Galvanised mild steel render or equal and approved wedged into a groove including 20 x 20 mm chase tanalised treated timber battern with stainless steel fixings as specified

Up stand 300 mm girth dressed into grooves and fixed in place to receive sealant

40 x 20 mm pointing with Sealant groove filled with mastic fillar.

Ithrees


Summary


UnitRate

Cement Sand Fillet

J 50 x 50 mm wide triangular cement , sand (1:3) fillet #REF! m

SCREEDS

Lightweight screed as specified

K Minimum 50mm thick laid to 1:60 (min) fall 1,773 m2

L Minimum 35 mm thick 1,773 m2

FLASHINGS

A #REF! m

PAVING TILES

B 1,773 m2

Separation layer as specified

C Geo textile fabric layer 1773 m2

D 1000 gauge polythene sheet 1773 m2

Gravel base as specified

E 1,773 m2

F 50mm gravel fill between tiles ditto. Item

METAL WORK

METAL DOORS

Aluminium flashing to BS 1474, finished with one coat bituminous paint, wedged into a groove including chase, tanalised treated timber battern with stainless steel fixings pointing with approved sealant etc., all as specified

Cover flashing 400 mm girth bent to required profile with non-ferrous clips including turning in to grove with approved sealant

Roof paving tiles, all as specified and directed by the Engineer.

400 x 400 x 30 mm paving to roofs as detailed and shown on drawing No AR-117

50mm gravel base as specified & directed by the

Approved colour, annodized aluminium door including silicone joints, weather bars, complete with pointing around in mastic and ironmongery, etc... all in accordance with the specification and shown on Drg. No AR-114

Ithrees


Summary


UnitRate

A 1 No

B 1 No

C 1 No

WINDOWS

Note:

1. Sizes stated are structural opening sizes

2. Tenderer's attention is drawn to the Particular

C Window type - W1 size overall 1,200 x 1200mm high 2 No

D Window type - W2 size overall 600 x 1200mm high 1 No

E Window type - W3 size overall 900 x 1200mm high 1 No

Window type - W5 size overall 600 x 1200mm high 2 No


Fire rated door HAND RAILS

Door type - DW1 size overall 3,000 x 6,400mm high, Double leaf door

Door type - DW2 size overall 1,600 x 9,600mm high, Double leaf .

Door type - DW3 size and pattern shown on drawing, single leaf .

Specification relevant section and details/notes on drawingAR-114

Approved colour, anodized aluminium frame window including silicone joints, weather bars, complete with pointing around in mastic and ironmongery , etc... all in accordance with the specification and shown on Drg. No AR-114

Approved colour anodized aluminium framed gazed fixed window including silicone joints, weather bars, complete provision for exaust fan on top part , pointing around in mastic and ironmongery, etc... all in accordance with the specification and shown on

Ithrees


Summary


UnitRate

A Fixed horizontally 0 m

B Fixed raking 0 m

C Fixed raking 3 m

CAT LADDER.

D 1 Nr

CARPENTRY AND JOINERY

Note :

4)Sizes stated are structural opening sizes.

TIMBER DOORS

60 mm diameter stainless steel handrail to staircase comprising 25 mm dia horizontal members, 50mm dia. S.S. vertical member, fixed to concrete structure and final decorations all as detailed on shown on Drg .No AR-108

60 mm diameter stainless steel handrail to ramp comprising 40mm dia stainless steel post, fixed to concrete structure including & final decorations, all as detailed on Drg. AR-117

Cat Ladderr, comprising with 50 mm GS pipe brass , 38 GS Rungs with 100 x 90 x 9 mm thick MS plate support fixed to RC wall and including all ancillary items and detailed shown on Drawing No. AR-117 and directed by the Engineer

1) For the full description of materials and workmanship refer "Specification of works, "Pricing Preambles" and "Drawings"

2)All timber & veneers shall be well conditioned, seasoned, dried & vacum treated all as specified.

3) All hardwood timber shall be best quality 'Teak' or 'Meranthi' as specified and to approval of the Engineer

5) All panel construction must be freely floating with no glue to approval of The Engineer

6) Arch seal position shall be 6mm from outer edge of rebate other seals as per details

7) The cover plate to be always flush with the finish floor in external doors hung on floor springs

8) All external doors exposed to rain shall have drop seal with a small step/run off

54mm thick solid Mahogany panelled with Architrave to receive, one hour fire rated door, including mahogany wood frame, finished paint as specified, including for a complete installation, all as detail shown on Drg. No. AR-114.

Ithrees


Summary


UnitRate

A 5 No

B 1 No

C Door type - D5 size overall 1000 x 2200mm high, 0 No

C Door type - D3 size overall 900 x 2125 mm high, 11 No

Door type - D4 size overall 750 x 1600mm high, 10 No

IRONMONGERY

A Set type D1 5 Set'S

B Set type D2 1 Set'S

C Set type D3 11 Set'S

Set type D4 10 Set'S

Set type D5 0 Set'S

FINISHESINSITU FINISHES

Cement and sand screed (1:3) all as specified

Door type - D1 size overall 1200 x 2200mm high, single leaf door


44mm thick solid Mahogany panelled with Architrave to receive,including mahogany wood frame, finished paint as specified, including for a complete installation, all as detail shown on Drg. No. AR-114.

44mm thick single leaf side hung solid core door including 50 mm thick marantee wood frame finished with spray painted exiernaly and waterproof laminate finish, enamal internaly as specified, including for a complete installation etc.including final decoration and complete installation,

44 mm thick single leaf fixed solid core flush shutter door, with 6mm thick commercial ply, including marantee 50 mm thick wood frame finished with spray painted and enamel paint as specified, including for a complete installation, all as detail shown on Drg. No. AR-114 and directed by

Supply ironmongery by in grade 316 Stainless from Union UK , fixed to hardwood or aluminium as shown on drawings AR-18 (all locks to be suitable for sub master and master keying system) as described on Ironmongery Schedules

Note: For the full description of materials and workmanship refer "Specification of works", "Pricing Preambles" and "Drawings". Internally

Ithrees


Summary


UnitRate

A 40 mm thick screed to receive Terazo tile flooring 1498 m2

B 60 mm screed to receive ceramic floor tiles 71 m2

D 40 mm screed to receive Terazo tile treads 0 m2

E 20 mm screed to receive Terazo tile risers 0 m2

F 20 mm screed to receive Terazo tile landing 0 m2

70 mm screed to receive paint 109 m2


F 45 mm screed to receive Granite treads 35 m2

G 45 mm screed to receive Granite risers 18 m2

H 45 mm screed to receive Granite for Entrance landing. 0 m2

J 45 mm screed to receive marble ramp m2

K 15 mm screed to receive marble clading m2

L 15 mm two coat plaster to walls to receive paint finish 1969 m2

M 15 mm two coat render to walls to receive wall tiles 1637 m2

N 15 mm two coat render to soffits of slab 1261 m2

P Ditto to sloping soffits of slab 0 m2

Q 15 mm thick render to walls to receive stone cladding #REF! m2

Item

Item

Item

Allow Extra over Item 50 mm deep recess in wall Item

Allow extra over Item any not measured under. Item

Note: For the full description of materials and workmanship refer "Specification of works", "Pricing Preambles" and "Drawings". Externally

Cement and sand (1:3) render complete, steel float finish, including all necessary galvanised expanded metal lath, angle beads, stop beads etc., (Internally)

Cement and sand (1:3) render complete, steel float finish, including all necessary galvanised expanded metal lath, angle beads, stop beads etc., (Externally)

Allow Extra over Item for 500 x 50 mm. Deep recess in

Allow Extra over Item for 8x8 mm deep grooves in

Allow Extra over Item 400 x 400 x 50 mm deep recess in wall

Ithrees


Summary


UnitRate

A m2

B

C m2

TILE, SLAB AND BLOCK FINISHES

30 mm thick Terazo Tiles. 1498 m2

0 m2

0 m2

0 m2

20 mm thick 150mm high Terazo skirtings. 0 m

Ditto raking skirting. 0 m


External steps

Rates are to include forming recess panels, working on projections and the like, unless otherwise specifically measured

Plaxit 351 scratch render on concrete surfaces Plaxit key coat 110 to be applied to the concrete surfaces prior to apply plaxit 351 including all necessary galvanised expanded metal lath, reinforcing strips at junctions of blockwork and concrete, angle be

12mm to 15 mm two coats plaxit 351 scratch render finish to receive concrete surfaces

Allow Extra over Item for 12 mm to 15 mm coats plaxit 351 to receive tapering and recessed area's, etc...

Plaxit 351 scratch render on block work including all necessary galvanised expanded metal lath, reinforcing strips at junctions of blockwork and concrete, angle beads, stop beads, expansion joints etc., as required all in accordance with the specification

12mm to 15 mm two coats plaxit 351 scratch render finish to receive Block wall

Approved colour Terazo tiles laid to approved patern & colours, on cement sand screed (screed measured separately) including aluminium strip joints all as specified: internally

30 mm thickTerazo tile for treads comprising 2no. Grooves and carborundum strip in single piece.as detailed and shown on drawing

30 mm thick Terazo tile for risers as detailed and shown on drawing

30 mm thick Terazo tile for landing as detailed and shown on drawing.

Approved colour Granite flooring , fixed with approved adhesive, grouted, pointed with water proof material etc., all as required and specified. - externally

Ithrees


Summary


UnitRate

F 35 m2

G Granite for risers 18 m

H Granite for Entrance area. 0 m2

Ditto raking and external skirting. 0 m

stone cladding #REF! m2

K 300mmx300mmx10mm thick non skid ceramic tilling 71 m2

L 100mm high ceramic tile skirting as specified. 109 m

Granite for treads with grooves/carborandum strips for non skid edges on tread

Approved colour stone cladding , fixed with approved adhesive, grouted, pointed with water proof material etc., all as required and specified. - externally

Approved Fully vitrified ceramic floor tiles bedded in screed (screed measured separately) with approved adhesive grouted, pointed with approved water proof epoxy grout to match tile colour and to the manufacturer's specifications/instructions including

Ithrees


Summary


UnitRate

M 71 m2

N 109 m

DECORATIVE GRC WORKS

C 6850 mm x 1500mm Approximate size GRC panel 2 No

Sundries.

K Item

PAINTING AND DECORATION

Note :

PAINTING

A Plastered floors 109 m2

B Plastered walls 1969 m2

C Ditto soffit of slab 1261 m2

D Ditto sloping soffits 0 m2

PAINTING AND DECORATION (Cont'd)

Ceramic glazed fully vitrified wall tiles , fixed with approved adhesive, grouted, pointed with water proof material used strictly in accordance with manufacturer's instructions including corner tiles, nosings, rounded edge tiles, etc., as required all as speci

200 x 300 x 6 mm thick approved colour,decorative pattern wall tiling

100mm high approved colour ceremic tile cove skirting to match floor patern

Precast glass reinforced cement (GRC) decorative woks and associated accessories to approved design, colour and finish; manufactured and fixed to Engineer's approval or RCA approved contractor and in accordance with the shapes and profiles as indicated

Supply & fix removeble bollards as shown in drawing & directed by the Engineer.

For the full description of materials and workmanship "Specification of Works", "Pricing Preambles" and "Drawings".

Prepare and apply approved colour paint based typical paint system , all as specified - internally

Prepare and apply approved colour acrylic base emulsion paint system of good quality, all as specified and detailed on AR 115- internally

Flooring system with static and dynamic crack bridging properties,water proof,abrasion resistant etc, all work etc. as required, all as specified and as drawing no. AR 115 externally

Ithrees


Summary


UnitRate

A Plasered walls 42 m2

Note :

PLUMBING AND SANITARY INSTALLATIONS

A Item

B Item

C Item

D Item

AIR-CONDITIONING AND VENTILATION INSTALLATIONS

E Item

F Item

G Item

H Item

J Item

BUILDER'S WORK IN CONNECTION WITH INTERNAL SERVICES


Allow for making holes, chases, mortises and the like in floors and walls including for future connections and making good as specified

Allow for providing sleeves for ducts and pipes passing through walls and slabs including, ditto

Allow for reinforced poured concrete plinths, supports, etc., for tanks, pipe runs and the like including all necessary reinforcement and formwork

Allow for internal trenching work for plumbing, sanitary and drainage installations including all builders work as

Allow for all other incidental and/or builders work and ancillary items as required for a complete installation of plumbing and sanitary installations


Allow for reinforced poured concrete plinths, supports, etc., for condensing units, pipe runs and the like including all necessary reinforcement and formwork

Allow for all other incidental and/or builders work and ancillary items as required for a complete installation of air-conditioning and ventilation installations

Allow for providing sleeves for ducts and the like passing through walls and slabs and making good

Allow for internal trenching work for Air-conditioning & Ventilation installations including all builders work as required

Ithrees


Summary


UnitRate

To Collection R.O.

INTERNAL ELECTRICAL INSTALLATIONS

A Item

B Ditto, for incoming telephone cables, ditto Item

C Item

D Item

LIFT INSTALLATIONS

E Item

F Item

G Item

BUILDER'S WORK IN CONNECTION WITH INTERNAL SERVICES (CONT'D)


Allow for installing ducts for incoming electrical cables, as specified, including all necessary trenching work, all builders work, sealing ends etc., as required

Allow for internal trenching work for Electrical installations including all builders work as required

Allow for all other incidental and/or builder's work and ancillary items as required for complete installation of internal electrical installations



Allow for all other incidental and/or builders work and ancillary items as required for a complete installation of lift installations

Ithrees


Summary


UnitRate

To Collection R.O.

FIRE FIGHTING, CCTV AND TELEPHONE SYSTERM.

A Item

B Item

C Item

D Item

E Item

To Collection R.O.

Collection

5/27

5/28

5/29



Allow for reinforced poured concrete plinths, supports, etc., for pipe runs and the like including all necessary reinforcement and formwork

Allow for all other incidental and/or builders work and ancillary items as required for a complete installations

Allow for providing sleeves and the like passing through walls and slabs and making good

Allow for internal trenching work including all builders work as required

Ithrees


Summary


UnitRate

Carried to Summary of Bill No. 5 R.O.


Alamur Q S Consultants 5/70 AQSC-09

MULTISTORIED CAR PARK AT MUSCAT, BILL NO. 5

CAR PARKING

Item Description Qty Unit R.O. Bz.

Note :

SITE WORKS

Excavation

A 837 m3

B Excavate pit to receive foundations 174 m3

C Excavate trench to receive foundations 375 m3

D Excavate to receive raft foundations 13,753 m3

E 707 m3

F Allow for earthwork support's. Item

GItem

Disposal

H13,139 m3

Filling

J 2,000 m3

K 7,773 m3

L 800 m3

UnitRate

FOUNDATIONS INCLUDING GROUND FLOOR SLAB (PROVISIONAL)


Site works to prepare site to receive proposed works are measured seperately in External Works Bill

Excavate oversite to remove top soil average 150mm

"Extra over" excavation for breaking out rock

Allow for keeping excavations free from underground, surface or running water from whatever source.

Load and remove surplus excavated material from site including providing suitable tip

Selected excavated material in backfilling around

Approved imported fill material in backfilling around foundations

Compacted hardcore filling in 150 mm thick layers under floors



CAR PARKING


UnitRate

To Collection R.O.

Anti-termite treatment

A

Item

CONCRETE WORK

B Blinding 50 mm thick 85 m3

C Blinding 75 mm thick 246 m3

D Blinding 100 mm thick 618 m3

E Footings 22 m3

F Raft 5,856 m3

G Walls 235 mm thick 19 m3

H Walls 270 mm thick 36 m3

J Plinth beams 233 m3

K Column shaft 118 m3

L 200 mm thick ground floor slab 42 m3

M Steps area 29 m3

N 200 mm thick as noted on Drawing No ST-02 238 m3

P18 m3

FOUNDATIONS INCLUDING GROUND FLOOR SLAB (PROVISIONAL)(Cont'd)

Approved anti-termite treatment to surfaces of ground or filling applied strictly in accordance with the manufacturer's printed instructions including trenches, backfilling, etc. as required by the manufacturer and the provision of guarantee valid for 10

Plain poured Sulphate Resistent Cement Concrete grade C 15 N/mm2

Reinforced poured Sulphate Resistent Cement with silica fume, concrete grade C 40

Polypropylene Fibre reinforcement concrete grade C 30 N/mm2 as per the specification and RCA standard

200 mm thick ,Ramp area as shown on Drawing No ST-02 and ST-06



CAR PARKING


UnitRate

To Collection R.O.

A 25 mm ### kg.

B 20 mm ### kg.

C 16 mm ### kg.

D 12 mm ### kg.

E 10 mm 5,087 kg.

F 8 mm 4,256 kg.


G Sides of footings 63 m2

H Sides of Raft 437 m2

J Sides of column shaft 658 m2

K Sides of wall 443 m2

L Sides of Plinth Beam 1,701 m2

M Sides and soffits of Ramp 233 m2

N Sides of steps 124 m2

MASONRY WORK

P 200 mm thick walls 443 m2

Sundries

Q Polythene sheet damp proof membrane, (1000 gauge.) 11,567 m2

R 6,801 m2

S "Ditto'' Horizontal surface 6,260 m2

FOUNDATIONS INCLUDING GROUND FLOOR SLAB (PROVISIONAL) (Cont'd.)


Precast concrete load bearing solid blocks,precast with sulphate resistent cement 12.5 N/mm2 set in sulphate resistent cement and sand mortar (1:3)

Prepare and apply three coats of approved synthaproof to manufacturers instructions/specifications to vertical block /concrete surfaces.



CAR PARKING


UnitRate

To Collection R.O.

Sundries (Cont'd)

A

473 m2

B 20 mm thick closed cell polyethylene filler board 179 m2

C892 m

D

240 m

E

41 m2

F

240 m

G Item

H Item

FOUNDATIONS INCLUDING GROUND FLOOR SLAB (PROVISIONAL) (Cont'd.)

Damp Proof Course in " Hyload Elstomeric" or equivalent approved with RCA laid / applied in accordance with the manufacturers printed instructions including lap joints, fixing accessories, pointing and the like all as required to suit installation

12 mm isolation joint with approved 12 mm thick compressible joint filler board, as shown on specification & drawing No ST-07

Approved joint 20 mm wide x 10 mm deep polysulphide sealant with backing to edge of compressible filler board

1000 mm deep expansion joint in Raft with 20 mm thick closed cell polyethylene filler board , 20 mm wide 10 mm Deep Polysulphide sealent with backing rod including yield steel 12 mm diameter at 200 mm C/C ,dowel and Debonding Agent at one end, end cap as

Expansion joint in column with 20 mm thick closed cell polyethylene filler board , 20 mm wide 10 mm Deep Polysulphide sealent with including Debonding Agent at two end, end cap as detailed and shown on specification & drawing No ST-07

200 mm deep expansion joint with 20 mm thick closed cell polyethylene filler board , 20 mm wide 10 mm Deep Polysulphide sealent with backing rod including yield steel 12 mm diameter at 200 mm C/C ,dowel and Debonding Agent at one end, end cap as detailed

Allow for saw cut joint with approved joint filler and sealant with crack inducer timber fillet as shown on ST-07Allow for construction joints with sealent as shown on ST-07



CAR PARKING


UnitRate

K

Item

To Collection R.O.

COLLECTION

5/1

5/2

5/3

5/4

Allow for fix on position steel base plate of the steel structure column footing using Anchor bolt (Steel plate and bolts provided by others ) and embedded to insitu columns including grouting surround, etc as shown and detailed on drawings.



CAR PARKING


UnitRate


SUPER STRUCTURE

CONCRETE WORK

Note :

A Suspended slabs, 180 mm thick 101 m3

B

19,995 m2

C Columns 330 m3

D Beams 77 m3

E Lintels 10 m3

F Window Sills 7 m3

G Staircase 85 m3

H Walls 278 m3

J

88 m

K

1,210 m

FOUNDATIONS INCLUDING GROUND FLOOR SLAB (PROVISIONAL)

For the full description of materials and workmanship refer "Specification of Works", "Pricing Preambles" and "Drawings".Reinforced poured ordinary Portland cement concrete grade C 40/20

Concrete topping on profile deck sheets to the overall thickness of 120 mm thick as shown on Drawing No ST-09 (option 1)

Profiled coping type 'A' on parapet wall including any necessary fair faced shuttering and final decorations all to approval of the Engineer and as shown on AR-09

Profiled coping type 'B' on parapet wall including any necessary fair faced shuttering and final decorations all to approval of the Engineer and as shown on AR-09



CAR PARKING


UnitRate

L

129 m

Option 2

M 19,995 m2 Rate only

To Collection R.O.

SUPER STRUCTURE (Cont'd)

CONCRETE WORK(Cont'd)

(Provisional)

Diameter

A 20 mm ### kg.

B 16 mm ### kg.

C 12 mm ### kg.

D 10 mm 98,564 kg.

E 8 mm 65,798 kg.

F ### kg


G Soffits of suspended slabs 578 m2

H Sides of columns 2,201 m2

J Sides and soffits of beams 755 m2

K Sides and soffits of lintels 100 m2

L Sides & soffit of window sills 70 m2

Profiled coping type 'C' on parapet wall including any necessary fair faced shuttering and final decorations all to approval of the Engineer and as shown on AR-09

200 mm thick precast slab Design and placing including all ancillary items,concrete filling as required to receive the complete installation, all as shown and detailed on drawing No Drg. ST 09


High yield steel 8 mm bar 150 mm centres both ways on corrugated sheet as shown on drawing



CAR PARKING


UnitRate

M walls 3,706 m2

N Stair case 636 m2

Sundries

P

1,412 m

Q

470 m2

To Collection R.O.

COLLECTION

5/6

5/7

Overall 120 mm deep expansion joint with 20 mm thick closed cell polyethylene filler board , 20 mm wide 10 mm Deep Polysulphide sealent with backing rod including yield steel 12 mm diameter at 200 mm C/C ,dowel and Debonding Agent at one end, end cap as d

Expansion joint in column with 20 mm thick closed cell polyethylene filler board , 20 mm wide 10 mm Deep Polysulphide sealent including Debonding Agent at two end, end cap as detailed and shown on specification & drawing No ST-07 and AR-05



CAR PARKING


UnitRate

CONCRETE WORKCarried to Summary of Bill No. 5 R.O.

MASONRY

Note :

Block work in External walls

A 200 mm thick walls 1627 m2

B 200mm thick parapet walls 281 m2

C 200 mm thick, skin of cavity walls 324 m2

D 100 mm thick, ditto 324 m2

E 200mm thick guard walls 810 m2

For the full description of materials and workmanship referSpecification of Works, "Pricing Preambles" and "Drawings".


Precast concrete load bearing solid blocks, precast with ordinary Portland Cement 7.5 N/mm2 set in ordinary Portland Cement and Sand (1:3) mortar



CAR PARKING


UnitRate

F Item

Sundries

G 324 m2

H 324 m2

Block work in Internal Walls

J 100 mm thick walls 37 m2

K 200 mm, thick walls 1510 m2

To Collection R.O.

MASONRY (CONT'D.)

A 200mm thick guard walls 671 m2

B Item

C Item

Sundries

D Item

E 38 m2

F 190 m

Allow for one layer solid block work set in cement & sand (1:3 ) mortar over hollow block walls / cavity walls to receive stiffner beams ,columns,beams, arches, lintels, copings etc.all to comply/conform with RCA specification

Form 50 mm cavity between skins of cavity wall including stainless steel wall ties externally built into joints.50 mm thick Polystyrene board or equivalent approved including cutting and fitting around wall ties.


200 mm thick wall to profile at niches, pilasters, etc. including block work piers with ties

Allow for one layer solid block work set in cement & sand (1:3 ) mortar over hollow block walls / cavity walls to receive stiffener beams ,columns, arches lintels copings etc.all to comply/conform with RCA Specifications

Butterfly wall tiles vertically between concrete column and block work and finish with expanded metal lathing both ways as detailed

20 mm thick expansion joint comprising 20 mm thick approved closed cell polyethylene filler board as per drawing

20 mm wide x 10 mm deep polysulphide joint sealant to edge of filler board



CAR PARKING


UnitRate

To Collection R.O.

COLLECTION

5/9

5/10

MASONRYCarried to Summary of Bill No. 5 R.O.

ROOFING

Roofing as detailed on Draw No AH/2009/06/AR-16

COVERINGS AND LININGS

A 231 m2

B 20 m

C Item

Bituthene 8000 H.C. or other equal and approved single layer roofing system in accordance with manufacturers printed instructions including 10 year guarantee and 24 hour flood test etc,all as specified.

Covering to flat roof laid on screed including priming (screed measured separately)

Skirting 325 mm girth dressed over angle fillet including turning into groove

Allow for dressing roofing system into and around rain water outlets including solar shield protection, aluminium flashing with ancillary items



CAR PARKING


UnitRate

D Item

E 20 m

F 20 m

G 20 x 20 mm pointing with Sealant 20 m

INSULATION

Extruded Polystyrene insulation riged foam, as specified

H 50 mm covering laid loose 231 m2

Cement Sand Fillet

J 40 x 40 mm wide triangular cement , sand (1:3) fillet 20 m

SCREEDS

Lightweight screed as specified

K Minimum 30mm thick laid to 1:80 (min) fall 231 m2

To Collection R.O

ROOFING (CONT'D.)

FLASHINGS

A 20 m

PAVING TILES

Allow for dressing roofing system into and around pipe work, plant bases and services pipes/ducts etc.

Protective aluminium membrane Solar Shield HC or equal and approved wedged into a groove including 20 x 20 mm chase tanalised treated timber battern with stainless steel fixings as specified (provisional)

Up stand 300 mm girth dressed into grooves and fixed in place to receive sealant

40 x 20 mm pointing with Sealant groove filled with mastic fillar.

Aluminium flashing to BS 1474, finished with one coat bituminous paint, wedged into a groove including chase, tanalised treated timber battern with stainless steel fixings pointing with approved sealant etc., all as specified

Cover flashing 400 mm girth bent to required profile with non-ferrous clips including turning in to grove with approved sealant

Roof paving tiles, all as specified and directed by the Engineer.



CAR PARKING


UnitRate

B 231 m2

Separation layer as specified

C Geotextile fabric layer 231 m2

Gravel base as specified

D 231 m2

E 50mm gravel fill between tiles ditto. Item

To Collection R.O.

COLLECTION

5/11

5/12

ROOFINGCarried to Summary of Bill No.5 R.O.

METAL WORK

METAL DOORS

A 2 No

600 x 600 x 20 mm paving to roofs as detailed and shown on drawing No AR-16

50mm gravel base as specified & directed by the

Approved colour powder coated aluminium door with profile sheeting including silicone joints, weather bars, complete with pointing around in mastic and ironmongery, etc... all in accordance with the specification and shown on Drg. No AH/09/06/AR-18




CAR PARKING


UnitRate

B 2 No

WINDOWS

Note:

1. Sizes stated are structural opening sizes

2. Tenderer's attention is drawn to the Particular

C Window type - W1 size overall 700 x 1200mm high 18 No

D Window type - W3 size overall 600 x 1200mm high 36 No


To Collection R.O. METAL WORK (CONT'D.)

HAND RAILS

Door type - D6 size overall 900 x 2200mm high, single leaf 60min. Fire rated door

Specification relevant section and details/notes on drawing AH/09/06/AR-18

Approved colour powder coated aluminium gazed sliding window including silicone joints, weather bars, complete with pointing around in mastic and ironmongery , etc... all in accordance with the specification and shown on Drg. No AH/09/06/AR-18

Approved colour powder coated aluminium gazed fixed window including silicone joints, weather bars, complete provision for exaust fan on top part , pointing around in mastic and ironmongery, etc... all in accordance with the specification and shown on

60 mm diameter stainless steel handrail to staircase comprising 40mm dia horizontal members, 40mm dia. S.S. balustrades, fixed to concrete structure and final decorations all as detailed on shown on Drg .No AH//09/06/AR-10 ,AR-11 & AR12



CAR PARKING


UnitRate

A Fixed horizontally 25 m

B Fixed raking 158 m

C Fixed raking 80 m

RAIN WATER GUTTER.

D 34 m

To Collection R.O.

COLLECTION

5/13

5/14

METAL WORKSCarried to Summary of Bill No. 5 R.O.

CARPENTRY AND JOINERY

Note :

60 mm diameter stainless steel handrail to ramp comprising 40mm dia stainless steel post, fixed to concrete structure including & final decorations, all as detailed on Drg. AH//09/06/AR-13

Rain water gutter,200mm wide and 200mm (minimum) deep, with heavy duty grating.fixed complete with support at 1m c/c, and including all ancillary items and detailed shown on Drawing No. AH//09/06/AR-8, ST-12 and directed by the Engineer

1) For the full description of materials and workmanship refer "Specification of works, "Pricing Preambles" and "Drawings"



CAR PARKING


UnitRate

4)Sizes stated are structural opening sizes.

TIMBER DOORS

A 26 No

To Collection R.O.

CARPENTRY AND JOINERY (CONT'D.)

1)All timber & veneers shall be well conditioned, seasoned, dried & vacum treated all as specified.

2) All hardwood timber shall be best quality 'Teak' or 'Meranthi' as specified and to approval of the Engineer

5) All panel construction must be freely floating with no glue to approval of The Engineer

6) Arch seal position shall be 6mm from outer edge of rebate other seals as per details

7) The cover plate to be always flush with the finish floor in external doors hung on floor springs

8) All external doors exposed to rain shall have drop seal with a small step/run off

40mm thick solid core flush single shutter door, with 6mm thick commercial ply, including teakwood frame finished with spray painted and enamel paint as specified, including for a complete installation, all as detail shown on Drg. No. AH/09/06/AR-18 and




CAR PARKING


UnitRate

A 8 No

B 38 No

C 8 No

To Collection R.O.

Solid core flush shutter door, with 6mm thick commercial ply, including marantee wood frame finished with spray painted and enamel paint as specified, including for a complete installation, all as detail shown on Drg. No. AH/09/06/AR-18 and directed by

Door type - D3 size overall 1200 x 2200mm high, double leaf door


44mm thick double shutter door with 8mm thick partly glazed, partly raised panelled teak wood door shuters with heavy duty floor springs and necessary pivots, 50x225 teak wood decorative architrave etc.including final decoration and complete installation,

Door type - D1 size overall 2000 x 2400mm high, double leaf door



CAR PARKING


UnitRate

IRONMONGERY

A Set type D1 8 Set'S

B Set type D2 and D4 64 Set'S

C Set type D3 8 Set'S

Supply ironmongery by in grade 316 Stainless from Union UK , fixed to hardwood or aluminium as shown on drawings AR-18 (all locks to be suitable for sub master and master keying system) as described on Ironmongery Schedules



CAR PARKING


UnitRate

To Collection R.O.

COLLECTION

5/15

5/16

5/17



CAR PARKING


UnitRate

CARPENTRY AND JOINERYCarried to Summary of Bill No. 5 R.O.

FINISHES

INSITU FINISHES


A 50 mm screed to receive marble flooring 599 m2

B 65 mm screed to receive ceramic floor tiles 373 m2

C 45 mm screed to receive marble treads 203 m2

D 20 mm screed to receive marble risers 101 m2

E 15 mm screed to receive marble clading 308 m2


F 45 mm screed to receive marble treads 35 m2

G 20 mm screed to receive marble risers 18 m2

H 45 mm screed to receive marble intermediate landing. 11 m2

J 45 mm screed to receive marble ramp 189 m2

K 15 mm screed to receive marble clading 111 m2

L 15 mm two coat plaster to walls to receive paint finish 7600 m2

M 15 mm two coat render to walls to receive wall tiles 1187 m2

N 15 mm two coat render to soffits of slab 260 m2

P Ditto to sloping soffits of slab 144 m2

Note: For the full description of materials and workmanship refer "Specification of works", "Pricing Preambles" and "Drawings". Internally

Note: For the full description of materials and workmanship refer "Specification of works", "Pricing Preambles" and "Drawings". Externally

Cement and sand (1:3) render complete, steel float finish, including all necessary galvanised expanded metal lath, angle beads, stop beads etc., (Internally)



CAR PARKING


UnitRate

To Collection R.O.

FINISHES (Cont'd)

Note:

A 815 m2

B Item

C 2830 m2


D 200 m2

E 308 m2


Rates are to include forming recess panels, working on projections and the like, unless otherwise specifically measured

Plaxit 351 scratch render on concrete surfaces Plaxit key coat 110 to be applied to the concrete surfaces prior to apply plaxit 351 including all necessary galvanised expanded metal lath, reinforcing strips at junctions of blockwork and concrete, angle be

12mm to 15 mm two coats plaxit 351 scratch render finish to receive concrete surfaces

Allow Extra over Item for 12 mm to 15 mm coats plaxit 351 to receive tapering and recessed area's, etc...

Plaxit 351 scratch render on block work including all necessary galvanised expanded metal lath, reinforcing strips at junctions of blockwork and concrete, angle beads, stop beads, expansion joints etc., as required all in accordance with the specificatio

12mm to 15 mm two coats plaxit 351 scratch render finish to receive Block wall

Approved colour marble tiles laid to approved patern & colours, on cement sand screed (screed measured separately) including aluminium strip joints all as specified: internally

20/30mm thick straight or diagonal marble slabs with border.2.7m high Approved colour dado clad with best quality marble slabs having colours and shade as approved

Approved colour marble cladding , fixed with approved adhesive, grouted, pointed with water proof material etc., all as required and specified. - externally



CAR PARKING


UnitRate

Ramps

F 189 m2

G 135 m

H 111 m2

To Collection R.O.

FINISHES (Cont'd)

External Steps

A 118 m

B 15mm Thick marble riser to match with tread 118 m

C 11 m2

D 12mm Thick, 150mm high marble skirting. 16 m

STAIRCASE

E 676 m

F 15mm thick marble riser to match with tread. 676 m

G 20mmthick Marble landings 399 m2

H 12 mm thick 150mm high marble skirtings. 356 m

J Ditto raking skirting. 234 m

K 600mmx600mmx10mm thick non skid ceramic tilling 373 m2

L 150mm high ceramic tile skirting as specified. 253 m

1250mmx100mmx30mm thick approved colour marble

12mm Thick, 150mm high approved colour marble

Marble cladding to 100mmx300mm upstands including

300 mm x 30mm thick approved marble treads with grooves/carborandum strips for non skid edges on treads.

1000 mm x 30mm Thick approved marble treads in intermediate landing.

300 mm x 20mm thick approved colour marble tread comprising 2no. Grooves and carborundum strip in single piece.

Approved Fully vitrified ceramic floor tiles bedded in screed (screed measured separately) with approved adhesive grouted, pointed with approved water proof epoxy grout to match tile colour and to the manufacturer's specifications/instructions including r

Ceramic glazed vitrified wall tiles , fixed with approved adhesive, grouted, pointed with water proof material used strictly in accordance with manufacturer's instructions including corner tiles, nosings, rounded edge tiles, etc., as required all as speci



CAR PARKING


UnitRate

M 1187 m2

N 17 m

To Collection R.O.

SUSPENDED CEILINGS

A Suspended Celings. 542 m2

B Allow for bulkheads Item

DECORATIVE GRC WORKS

C 41 No

D 2 No

E 152 No

F 76 No

G 1500mm high GRC single panel castallation 484 m

H 200mm high GRC band 250 m

J 275mm high GRC bracket 183 No

Sundries.

300 x 300 mm approved colour,decorative pattern wall

150mm high approved colour ceremic tile cove skirting to match floor patern

12mm thick moisture resistant plsterboard suspended ceiling in proprietary suspension system, all as specified & Drg no AH/09/06/AR-18

Precast glass reinforced cement (GRC) decorative woks and associated accessories to approved design, colour and finish; manufactured and fixed to Engineer's approval or RCA approved contractor and in accordance with the shapes and profiles as indicated o

1200mmx1200mm Approximate size GRC double panel type G1

1200mmx2800mm Approximate size GRC double panel type G1

3000mmx3600mm Approximate size GRC double panel type G2- square type

3000mmx3600mm Approximate size GRC double panel type G2, with semi circular arch on top.



CAR PARKING


UnitRate

K Item

To Collection R.O.

FINISHES (Cont'd)

ROAD MARKINGS (Internally)

SUNDRIES

A 474 No

B -Ditto- Attached column, 104 No

C 420 No

Supply & fix removeble bollards as shown in drawing & directed by the Engineer.

Column guard with 175x30mm epdm extruded rubber flat strip guard, 65x65x175mm coner guard etc. all as specified & detail shown on Drg. No AH/2009/06/AR-16 - Isolated column.

Parking stop with152x101x1800mm chemical and weather resistant maintenance free, solid, 100% recycled plastic parking stop etc. all as specified and detail shown on Drg. No AH/2009/06/AR-09



CAR PARKING


UnitRate

To Collection R.O.

COLLECTION

5/19

5/20

5/21

5/22

5/23



CAR PARKING


UnitRate

FINISHES Carried to Summary of Bill No. 5

PAINTING AND DECORATION

Note :

PAINTING

A Plastered walls 7439 m2

B Plastered walls 161 m2

C Ditto soffit of slab 260 m2

D Ditto sloping soffits 144 m2

E Fair faced concrete soffits in lift Lobby/Entrance 39 m2


Prepare and apply approved colour copolymer emulsion based paint system , all as specified - internally

Prepare and apply approved colour acrylic base emulsion paint system of shade and quality, all as specified- internally

Prepare and apply two coats of primer sealar as specified- internally

Flooring system with static and dynamic crack bridging properties,water proof,abrasion resistant etc, all work etc. as required, all as specified and detail shown on Drg. No. AH/09/06/AR-18 & ST-12 - internally



CAR PARKING


UnitRate

F 17006 m2

G 235 m2

To Collection R.O.

PAINTING AND DECORATION (Cont'd)

A 5180 m2

To Collection R.O.

COLLECTION

5/25

5/26

Mastertop 1330 or Equivalent and approved in oncrete floor including skirting.

Mastertop 1332 or Equivalent and approved in concrete floor including skirting.(Pump room and Electrical room)

Flooring system with static and dynamic crack bridging properties,water proof,abrasion resistant etc, all work etc. as required, all as specified and as drawing no. AH/09/06/AR-18 & ST-12 - externally

Mastertop 1332 or Equivalent in oncrete floor including skirting.



CAR PARKING


UnitRate

PAINTING AND DECORATIONCarried to Summary of Bill No. 5 R.O.

Note :

PLUMBING AND SANITARY INSTALLATIONS

A Item

B Item

C Item

D Item





Allow for reinforced poured concrete plinths, supports, etc., for tanks, pipe runs and the like including all necessary reinforcement and formwork

Allow for internal trenching work for plumbing, sanitary and drainage installations including all builders work as required

Allow for all other incidental and/or builders work and ancillary items as required for a complete installation of plumbing and sanitary installations



CAR PARKING


UnitRate

AIR-CONDITIONING AND VENTILATION INSTALLATIONS

E Item

F Item

G Item

H Item

J Item

To Collection R.O.

INTERNAL ELECTRICAL INSTALLATIONS

A Item

B Ditto, for incoming telephone cables, ditto Item

C Item

D Item


Allow for reinforced poured concrete plinths, supports, etc., for condensing units, pipe runs and the like including all necessary reinforcement and formwork

Allow for all other incidental and/or builders work and ancillary items as required for a complete installation of air-conditioning and ventilation installations

Allow for providing sleeves for ducts and the like passing through walls and slabs and making good

Allow for internal trenching work for Air-conditioning & Ventilation installations including all builders work as required



Allow for installing ducts for incoming electrical cables, as specified, including all necessary trenching work, all builders work, sealing ends etc., as required

Allow for internal trenching work for Electrical installations including all builders work as required

Allow for all other incidental and/or builder's work and ancillary items as required for complete installation of internal electrical installations



CAR PARKING


UnitRate

LIFT INSTALLATIONS

E Item

F Item

G Item

To Collection R.O.

FIRE FIGHTING, CCTV AND TELEPHONE SYSTERM.

A Item

B Item

C Item

D Item



Allow for all other incidental and/or builders work and ancillary items as required for a complete installation of lift installations



Allow for reinforced poured concrete plinths, supports, etc., for pipe runs and the like including all necessary reinforcement and formwork

Allow for all other incidental and/or builders work and ancillary items as required for a complete installations

Allow for providing sleeves and the like passing through walls and slabs and making good



CAR PARKING


UnitRate

E Item

To Collection R.O.

Collection

5/27

5/28

5/29


Allow for internal trenching work including all builders work as required


demolition and alterration

Shaded car park No

work sheets

Documents

09multistoried

flat roof

keeping excavations

incoming electrical

50mm gravel

50mm gravel

itemdescriptionto

ordinary portland