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Tender Documentation and Measurement

Member Bar mark Size Length
Pad foundation 01 R 25 400
Pad foundation 02 R 25 1100
Column 09 R20 1350
Column 04 R 20 9770
Column 05 R6 1000
Beam 06 R5 1200
Beam 07 R16 7600
beam 08 R16 7600
Beam 09 R 16 8400
Beam 10 R 16 8400
Roof slab 11 R12 7900
Roof slab 12 12 8800

Basic Calculations from the drawings:

Ground Floor: 7600*8000 = 60800000

Pads = 4000*3600*4 = 57600000

Column = 400*200 = 80000

Column section = 1200*1000 = 1200000

Colum details 9R25-01-150

7R-02-150

Length of column = (400+600+300+5250+550+150) = 7250

Sizes of all columns = 400*200 = 80000

Measurements:

a) Pad foundations
2.22kg/1000 = 0.00222Kgm-2
b) substructure columns
4/(400+600+300+5250+550+150)*(400*200) = (7250)*4*(400*200) = 2320000000
c)Ground floor

7600*8000 = 6080000

Superstructure
Superstructure columns

(400*200) + (1000*1200) = 80000+1200000 = 1280000

Slab and beams

4/ (4000 +3600) = 30400

Beams
400+600 = 1000

DIMENSION PAPER

2/ 4/3 4/3/ 4/2 3/ 7/8/9/10 5 6 9 11/12
1 7.600 8.000 4.000 3.600 30.09 0.400 0.200 1.000 1.200
9R25-01-150 R16 R6 R5 R20 R12
4453*2.22 = 9885.66kgm3 7.600*8.00*4 = 243.2m2 4.0*3.6*4*3 = 172.8m2 0.4*0.2 = 0.32m2 1.0*1.2*3 = 3.6m2*

50mm softwood panel door

150mm thick with mesh BS 4453 A2.22kgm-2

150mm thick with mesh BS 4453 A2.22kg

/1000/m2=0.00222Kgm-2

0.4*0.2*2.22=0.1772Kgm-2

0.2*0.2*2.22=0.0888Kgm-2

0.2*0.2*4*2.22=0.3552

7600*2.22=16872Kgm-2

8400*2.22=18648Kgm-2

1000*4*2.22=8800Kgm-2

1200*2.22*2=5328Kgm-2

1350*2.22*4=11988Kgm-2

7900*4*2.22=70152Kgm-2

8800*8*2.22=156288Kgm-2

2 structural wall

2/(1200*1000)=2400,000

2*2400,000=4800,000

Total=4800,000

/2/4

G int stin

Ext given ab 4453

Less 400+600+300+5250+550+150)=7250

4*2*228=28676

Floor=(7600 *8000)=60,800,000

Walls 150mm inst.

Block laid stretch

Land in g.m)1:2:4)

Deduct

Walls facework o/s

Add

Walls facework

C30-20mm solid concrete

Laid insti in gm(1:2:4)