Chart Title
12
10
0
1 2 3 4 5 6 7 8 9
Row 8 Row 9 Row 10 Row 11 Row 12 Row 13 Row 14
Chart Title
12
10
0
1 2 3 4 5 6 7 8 9
Row 8 Row 9 Row 10 Row 11 Row 12 Row 13 Row 14
Chart Title
12
10
0
1 2 3 4 5 6 7 8 9
Row 8 Row 9 Row 10 Row 11 Row 12 Row 13 Row 14
Chart Title
12
10
0
1 2 3 4 5 6 7 8 9
Row 8 Row 9 Row 10 Row 11 Row 12 Row 13 Row 14
ESTIMATION OF A BITUMEN ROAD FOR PLOTED
Overall lengthof road 160m
MEASUREMENT SHEET
S.NO Particulars of item No Length (m) Width (m)
1 1 160 m 10.2
Box Cutting in Road crust & consolidating & dressing
subgrade to specified grade & camber
2 1 160 10.2
Double brick flat soilingwith over burnt brick with break
joints
b.i 1 160 10
Bottom layer,supplying overburnt brick metal at road
side at regular interval
ii 1 160 10
Labour for spreading & consolidation of stone metal
ci
Top layer supplying stone metal & stacked a road side at
regular interval
1 160 10
ii
Labour for spreading & consolidation of stone metal 1 160 10
3 Wearing coat
i
supplying bitumen delivered & stacked at site 1 160 10
Quantity of bitumen=40x2.45=98 tons
98 tonsx3.5%=3.43 Tons
ii supplying trap stoned chips 12mm delivered at site 1 160 10
1 160 10
laying the premix uniformly with WBM surface applying
iii track coat & consolidating 25mm thick carpet
4 Brick on end edging with over burnt brick 2 160
QUANTITY OF MATERIAL
Over burn brick for single soiling @ 1/0.2x0.1 =50 Nos/m2. For double sharing 6000rpm @ 6000/0.1 =60
1. a =2460000+60000=2520000 Nos
2 Over burn brick metal =3600 m3
3 Trap stone metal =2688 m3
4i Bitumen =51.45 Tons
4 ii Trap stone chips = 600 m3
s.no Particulars of item Quantity Rate Amount
Box Cutting in Road crust & consolidating
& dressing subgrade to specified grade &
1 camber 652.8 m2 40 26,112
Base course ,Double brick flat soilingwith
2 over burnt brick with break joints 1632 m2 2 3,264
Bottom layer,supplying overburnt brick
metal at road side at regular interval
3 240 m3 800 192,000
Labour for spreading & consolidation of
4 stone metal 240 m3 200 48,000
Top layer supplying stone metal &
5 stacked a road side at regular interval 179.2 m3 150 268,800
Labour for spreading & consolidation of
6 stone meta 179.2 m3 200 35,840
Wearing coat
supplying bitumen delivered & stacked at
7 site 40 m3 4000 160,000
supplying trap stoned chips 12mm
8 delivered at site 40 m3 250 10,000
laying the premix uniformly with WBM
surface applying track coat &
9 consolidating 25mm thick carpet 600 m2 100 6,000
10 Brick on end edging with over burnt brick 320rpm 20 6,400
TOTAL AMOUNT= 756,416
ROAD FOR PLOTED LAYOUT
Height (m) Quantity Remarks
0.4 652.8 m2
- 1632 m2
100mm compacted
0.15 240 m3 when loose
100+100/2
ht=150mm
0.15 240 m3
75mm compacted
loose will
0.112 179.2 m3 75+75/2=112.5
0.025 40 m3
Density bitumen
mix as per design is
2.45t/m3 and
0.025 40 m3 content is 3.5%
0.025 40 m3
- 1600 m2
320 rm
6000rpm @ 6000/0.1 =6000 Nos . Total brick required
Nos
