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8/3/2019 Culvert Design Check CATIC-Old
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Spreadsheets for RF/FormWork and ConcreteProject :- A009 Road
Client :- RDA
Location :-
Culvert NO :- 272-1
Wall Thickness (Tw) 225 Opening Area Width (w)Base Thickness (Tb) 225 Height (H
Deck Thickness (Ts) 225
Key Wall width (mm 250 Screed Concrete Thickness
Height (m 250 RF Covering
2nd key wall width (mm 250
Height (m 250
Total Length 6200
Wing wall (mm) Thickness 300
Width /Thickness (mm) 300
wing Wall DetailDrop wall height (h) (mm) 400
Drop wall thickness 300
Cut off wall Detail
Cut off wall side length (mm) 700
Cut off wall c Length (m 2950 Up Stream Side (mm)
Screed Height (mm) 50 X = 222
Cut off wall Height (d) (mm) 600 y = 1547
Cut off wall Thickness (mm) 300 a = 2247
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Made by Date Page
### 1
Checked Revision Job No
25001500
50
50
1244
1122
Down Stream Side(mm)
X= 348
y= 1671
a= 2371
H
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Form work Smooth Date: 7-Feb-12
Sheet term Length breadth unit
Form work smooth A 2.00 6200.00 1000
Shell area B 4.00 6200.00 354
C 1.00 6200.00 2000D 2.00 225.00 1725
E 1.00 2500.00 225
F 4.00 250.00 250
Wing Wall Down Stream side
A 2.00 700.00 1671
B 2.00 1671.00 1671
C 2.00 2371.00 400
D 1.00 2950.00 348
E 2.00 2363.15 300
F 2.00 400.00 300
Wing Wall Up Stream side A 2.00 700.00 1547
B 2.00 1547.00 1547
C 2.00 2247.00 400
D 1.00 2950.00 222
E 2.00 2187.79 300
F 2.00 400.00 300
Total Form work
Form work Rough Date: 7-Feb-12
Sheet term Length breadth unit
Base A 1.00 4350.00 225
Shell area B 2.00 300.00 225
C 2.00 450.00 225
D 2.00 1950.00 353.55
E 2.00 5650.00 1950
Wing Wall Down Stream side
A 2.00 1671.00 450.00
B 2.00 1671.00 1671
C 2.00 2371.00 400
D 1.00 2950.00 348
Wing Wall Up Stream side A 2.00 1547.00 450
B 2.00 1547.00 1547
C 2.00 2247.00 400
DescriptionIdentificati
on No.
m2
m2
DescriptionIdentificati
on No.
m2
m2
m2
m2
m2
m2
m2
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D 1.00 2950.00 222
Cutoff wall X 2.00 4350.00 600
Total Form work
m2
m2
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0.65 0.65
6.24
5.22 10.44 6.24 32.51
ough= 67.58
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Description Term Length Breadth Depth Unit
Cut off wall 4350 300 50
Shell 5900 2950 50
Key wall 0.5 250 250 50
Total
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Quantity
0.07
0.87
0.01
0.94
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Description Term Length Breadth
Drop Wall 4350 300
Shell Area Base 6200 2950
Deck 6200 2950wall 6200 225
Key wall 6200 250
Down Stream Wing wall
Wing wall Base E 700 300
F 700 300
G 1671 300
H 2371 300
I 2950 300
Key wall 250 250
UP Stream Wing wall 700 300
700 300
1547 300
2247 300
2950 300
Key wall 250 250
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Depth Unit Quentity
one Side BS
600 0.78 1.57
225 4.12
225 4.121500 4.19
250 0.78 13.19
225 0.09
1671 0.70
1671 0.84
400 0.57
348 0.31
1950 0.12 2.63
225 0.09
1547 0.65
1547 0.72
400 0.54
222 0.20
1950 0.12 2.32
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both side or one
Reinforcement Detail for Cell Type Culvert
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Notation No.Of bar
1 a 16 150 41.67 84 2250 189.000
2 b 12 150 41.67 42 2200 92.400
3 c 20 150 41.67 42 3455 145.110
4 d 16 150 41.67 84 2250 189.000
5 e 16 150 41.67 84 2618 219.9126 f 20 150 41.67 42 3810 160.020
7 b 12 150 41.67 42 2200 92.400
8 j1 12 250 12.80 13 7280 94.640
9 j2 12 250 12.80 13 6350 82.550
10 12 250 28.00 32 6350 203.200
38 j3 12 250 12.80 13 0.000
11 m 12 250 12.80 13 14130 183.690
12 n 12 250 12.80 13 13454 174.902
13 p 12 150 41.67 84 1923 161.532
14 q 12 150 41.67 84 1844 154.886
Up stream side wing wall
15 t1 20 250 3.00 3 0.000
16 t2 20 250 8.40 18 0.000
17 t3 20 250 1.69 2 0.000
18 u1 10 300 2.67 3 0.000
19 u2 10 300 7.17 16 0.000
20 u3 10 300 1.57 2 0.000
21 v1 10 250 9.79 20 0.000
22 v2 10 300 8.32 18 0.000
23 w 12 250 8.40 18 0.000
24 x 12 250 8.40 18 0.000
25 y 25 - - 2 0.000
26 j3 12 250 12.4 13 0.000
Down stream side wing wall
27 t1 20 250 3 3 4650 13.950
28 t2 20 250 8.40 18 2911 52.389
29 t3 20 250 2.39 3 7992 23.976
30 u1 10 300 2.67 3 4650 13.950
31 u2 10 300 7.17 16 0.000
32 u3 10 300 1.99 2 7992 15.984
33 v1 10 250 10.28 22 0.000
34 v2 10 300 8.74 18 0.000
35 w 12 250 8.40 18 1844 33.190
36 x 12 250 8.40 18 960 17.280
37 y 25 - 2 8192 16.384
38 j3 12 250 12.40 13 1273 16.549
CaticNotation
BarDiameter
(mm)
Spacing(mm)
ActualNo.Of bar
Length ofBar (mm)
Totallength
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Notation
t1 20 250
t2 20 250
t3 20 250
v1 10 250
u1 10 300
u2 10 300
u3 10 300
v2 10 300
y 25 2
w 12 250
x 12 250 7.4 32
Diamete
Spacing(mm) No.Ofbar ActualNo.Of bar
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side 2.00
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298.67
82.13
358.30
298.67
347.52395.11
82.13
84.12
73.38
180.62
0.00
163.28
155.47
143.58
137.68
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
34.44
117.13 2635.50
59.20
8.61
0.00
9.87
0.00
0.00
29.50 25.29
15.36 13.17
63.21
14.71
352.04
TotalWeigh (kg)
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a/1 b/2/7
2200
1325 384.0
e/5
925 1850.0
d/4925
1325 384.0
200 200
327 6100 453.0
up down
m/11
725 12280 725.0
200 200
p/13 q/14600 480
723 883.9
600 480
Up Stream Side Wing wall
15,18,27,30
4250
200 200.0
17
200 7344 200.0
20
7344
200 200.0
23,35/w 24,36/x
480 480.0
1
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883.88
480.0
480
25 26/j3
7344
600 600
21/v11 551.29 551.29 551.3
2 801.29 801.29 801.3
3 1051.29 1051.29 1051.3
4 1301.29 1301.29 1301.3
5 1551.29 1551.29 1551.3
6 1801.29 1801.29 1801.3
7 2051.29 2672 2672.0
8 2301.29 2672 2672.0
9 2551.29 2672 2672.0
10 2851.29 2672 2672.0
11 3101.29 2672 0.0
12 3351.29 2672 0.0
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c/3480
125 2850.0 Reinforcement Detail for Cell Type
355
f/6480 480
2850.0
125 125
6100
10
125 125
6100
n/1211902.0
600 600
176 176
own Stream Side Wing wa
16 1000.0
28/t2 1710.5 1000
200 Vary
200
19/u2
31/u2 500
200 Vary 500 200 Vary
21 22.0 33/v1 34/v2 37/y
200 200.0 200 200
Vary Vary Vary Vary
9/j2
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1
200 200.0 200 200
200
347
600
19/u2 16/t21 551.3 551.29 551.29 1.0 2372
2 851.3 851.29 851.29 2.0 2372
3 1151.3 1151.29 1151.29 3.0 2372
4 1451.3 1451.29 1451.29 4.0 2372
5 1751.3 1751.29 1751.29 5.0 2372
6 2051.3 0 0 6.0 2372
7 2351.3 0 0 7.0 2372
8 2651.3 2672 2672 8.0
9 2951.3 2672 0 9.0
10 3251.3 2672 0 10.0
11 3551.3 2672 0 11.0
12 3851.3 2672 0 12.0
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Reinforcement Quentity
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Notation Weight (kg)
a 189.00 298.67
b 184.80 164.27
c 145.11 358.30
d 189 298.67
e 219.91 347.52f 160.02 395.11
j1 89.44 79.50
j2 #NAME? #NAME?
j3 0.00
m 183.69 163.28
n 174.90 155.47
p 161.53 143.58
q 154.89 137.68
Total (kg) #NAME?
Totallength
(m)
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UP Stream
Bar Mark
1 16 84 2250 189 1.58 294.88
2 12 42 2200 0.89 80.10
3 20 42 3455 2.47 349.46
4 16 84 2250 1.58 294.885 16 84 2618 1.58 343.11
6 20 42 3810 2.47 385.37
7 12 42 2200 0.89 80.10
8 12 13 6677 0.89 77.08
9 12 13 6275 0.89 72.44
10 12 32 6275 0.89 178.31
38 12 13 13205 0.89 152.44
11 12 13 7065 0.89 81.56
12 12 13 6727 0.89 77.66
13 12 84 1923 0.89 143.44
14 12 84 1844 0.89 137.54
Up stream side wing wall
15 20 3 4650 2.47 34.41
16 20 18 2673.5 2.47 118.72
17 20 2 7744 2.47 38.21
18 10 3 4650 0.62 8.61
19 10 16 2173.5 0.62 21.46
20 10 2 7744 0.62 9.56
21-A 10 12 1473.5 0.62 10.91
21-B 10 8 3072 0.62 15.16
22-A 10 12 1473.5 0.62 10.91
22-B 10 6 3072 0.62 11.37
23 12 18 1843.88 0.89 29.47
24 12 18 960 0.89 15.34
25 25 2 7944 3.85 61.23
26 12 13 1147 0.89 13.24
Down stream side wing wall
27 20 3 4650 2.47 34.41
28 20 18 2735.5 2.47 121.47
29 20 3 7992 2.47 59.15
30 10 3 4650 0.62 8.6131 10 16 2235.5 0.62 22.07
32 10 2 7992 0.62 9.86
33-A 10 14 1535.5 0.62 13.64
33-B 10 8 3196 0.62 14.99
34-A 10 12 1535.5 0.62 11.37
34-B 10 6 3196 0.62 11.83
35 12 18 1843.88 0.89 29.47
36 12 18 960 0.89 15.34
Type &size
BarsOne
No of Barstwo side
Cuttinglength(mm)
Totallength
(m)
Unitweight
(kg)
Totalweight
(kg)
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37 25 2 8192 3.85 63.14
38 12 13 1273 0.89 14.70
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1 10 0.62
12 0.89
16 1.58
20 2.47
25 3.85
32 6.32
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Internal Dimension
W(m) H(m)
1 1 200 200 200
1.5 1 200 200 200
2 1 250 250 200
2.5 1 225 225 2001 1.5 225 225 225
1.5 1.5 200 200 200
2 1.5 225 225 225
2.5 1.5 225 225 225
1 2 200 200 200
1.5 2 200 200 200
2 2 225 225 225
2.5 2 225 225 225
1 2.5 200 200 200
1.5 2.5 200 200 2002 2.5 225 225 225
2.5 2.5 225 225 225
3 1.8 300 300 300
up to 2
Special Notes
h 600w 2500
H 1500
Ts 225
Tb 225
Tw 225
TI
Tww 300
Internal Dimension
W(m) H(m)
1 0
2 0
3 0
4 0
5 0
6 0
7 0
8 1 2.5 1.5 225 225 225
CulvertType
Thickness(m)
Thickness
(m)
Thickness
(m)
Singlecell
CulvertType
a
Thickness
ase
Thickness
a
Thickness
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9 0
10 0
11 0
12 0
13 0
14 0
15 0
16 017 0
Total 2.5 1.5 225 225 225
t2 a
1 825 b
2 c
d
ef
j1-j2-j3
m
n
p
q
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16 150 12 150 20 150 16 150 16 150 20 150 12 250 12 250 12 250
16 150
12 150
20 150
16 150
16 15020 150
12 250
12 250
12 250
12 150
12 150
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p q s t1-t2-t3 v1 u1-u2-u3 v2
12 200 12 200 12 250 10 250 10 300 10 300 25
12 150 12 150 12 250 10 250 10 300 10 300 25
12 175 12 175 12 250 10 250 10 300 10 300 25
12 150 12 150 12 250 10 250 10 300 10 300 2512 200 12 200 20 250 10 250 10 300 10 300 25
12 150 12 150 20 250 10 250 10 300 10 300 25
12 175 12 175 20 250 10 250 10 300 10 300 25
12 150 12 150 20 250 10 250 10 300 10 300 25
12 200 12 200 16 125 12 250 10 250 10 250 25
12 150 12 150 16 125 12 250 10 250 10 250 25
12 175 12 175 16 125 12 250 10 250 10 250 25
12 150 12 150 25 125 12 250 10 250 10 250 25
12 200 12 200 25 125 12 250 10 250 10 250 25
12 150 12 150 25 125 12 250 10 250 10 250 2512 175 12 175 25 125 12 250 10 250 10 250 25
12 150 12 150 25 125 12 250 10 250 10 250 25
12 150 12 150 25 125 12 250 10 250 10 250 25
p q s t1-t2-t3 v1 u1-u2-u3 v2
12 150 12 150 0 20 250 10 250 10 300 10 300 25
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12 150 12 150 0 20 250 10 250 10 300 10 300 25
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y w x
2 12 250 12 250
2 12 250 12 250
2 12 250 12 250
2 12 250 12 2502 12 250 12 250
2 12 250 12 250
2 12 250 12 250
2 12 250 12 250
3 12 250 12 250
3 12 250 12 250
3 12 250 12 250
3 12 250 12 250
3 12 250 12 250
3 12 250 12 2503 12 250 12 250
3 12 250 12 250
3 12 250 12 250
y w x
2 12 250 12 250
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2 12 250 12 250
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Description Term Length Breadth Depth Unit Quantity
Shell 5.9 2.95 1.945 33.84
0 2.95 0.889 0.00
Wing wall 4.35 0.3 0.889 1.16
0.5 0.66 0.3 0.664 0.13
Drop Wall 4.35 0.3 0.650 0.85Total 35.98
Average
a 52.35 50.151 2.2
b 52.15 50.151 2
c 52 50.210 1.79
d 52 50.210 1.79 1.945
e 51.1 50.260 0.84f 51.2 50.260 0.94
g 51.1 50.263 0.84
h 51.2 50.263 0.94 0.889
Drop wall
50.26 49.61 0.65 0.650
Existinglevel
Excavtedlevel
Exvateddepth
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p stream Base finished lev 50.49
p 0
q 5.9
r 0.7
s 2.95
Slope 1 %eg
p qb
c
s
d
a
rh f
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NORTHERN ROADS REHABILITATION PROJECT
REHABILITATION / IMPROVEMENTS OF KANDY- JAFFN
MEASUREMENT SUMMARY SHEET
Employer Engineer
Road Development Authority Central Engineering Consultancy Bureau
Contract No : RDA/NRRP/CGF/C1B Item : Bill Item 6.2.18
Grade C-15 concreteRoad No : A-09 Descriptio :
Road Name : Kandy - Jaffna Road Pay Unit : m3
Sheet No : 1 of 1 Date : 30-Apr-11
Sheet Side Month
1 268/2 LHS Apr-11 1
2
3
4
5
6
78
9
10
11
12
13
14
15
16
17
18
19
20
21
22
Ch
Period/ Chainage
Bill No/ Sheet No
Vo/
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23
24
25
26
27
28
29
(Current Quantity )
(Previous paid Quantity )
(Cumulative Quantity )
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ROAD (A-009)
Contractor
Remarks
2.00
ina National Aero-Technology
International EngineeringCorporation
lumerea
Totalvolume/ Area
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: 2.00
:
: 2.00
( ) ( )
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23
24
25
26
27
28
29
(Current Quantity )
(Previous paid Quantity )
(Cumulative Quantity )
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ROAD (A-009)
Contractor
Remarks
666.80
ina National Aero-Technology
International EngineeringCorporation
lumerea
Totalvolume/ Area
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55/75
: 666.80
:
: 666.80
( ) ( )
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56/75
NORTHERN ROADS REHABILITATION PROJECT
REHABILITATION / IMPROVEMENTS OF KANDY- JAFFN
MEASUREMENT SUMMARY SHEET
Employer Engineer
Road Development Authority Central Engineering Consultancy Bureau
Contract No : RDA/NRRP/CGF/C1B Item : Bill Item 6.2.24
Random rubble masRoad No : A-09 Descriptio :
Road Name : Kandy - Jaffna Road Pay Unit : m3
Sheet No : 1 of 1 Date : 30-Apr-11
Sheet Side Month
1 268/2 L Apr-11 1
2
3
4
5
6
78
9
10
11
12
13
14
15
16
17
18
19
20
21
22
Ch
Period/ Chainage
Bill No/ Sheet No
Vo/
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23
24
25
26
27
28
29
(Current Quantity )
(Previous paid Quantity )
(Cumulative Quantity )
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58/75
ROAD (A-009)
Contractor
nry
Remarks
10.60
ina National Aero-Technology
International EngineeringCorporation
lumerea
Totalvolume/ Area
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: 10.60
:
: 10.60
( ) ( )
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NORTHERN ROADS REHABILITATION PROJECT
REHABILITATION / IMPROVEMENTS OF KANDY- JAFFN
MEASUREMENT SUMMARY SHEET
Employer Engineer
Road Development Authority Central Engineering Consultancy Bureau
Contract No : RDA/NRRP/CGF/C1B Item : Bill Item 6.2.27
Formwork rough FiniRoad No : A-09 Descriptio :
Road Name : Kandy - Jaffna Road Pay Unit : m2
Sheet No : 1 of 1 Date : 30-Apr-11
Sheet Side Month
1 268/2 BS Apr-11 1
2
3
4
5
6
78
9
10
11
12
13
14
15
16
17
18
19
20
21
22
Ch
Period/ Chainage
Bill No/ Sheet No
Vo/
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23
24
25
26
27
28
29
(Current Quantity )
(Previous paid Quantity )
(Cumulative Quantity )
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ROAD (A-009)
Contractor
h
Remarks
49.68
ina National Aero-Technology
International EngineeringCorporation
lumerea
Totalvolume/ Area
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: 49.68
:
: 49.68
( ) ( )
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NORTHERN ROADS REHABILITATION PROJECT
REHABILITATION / IMPROVEMENTS OF KANDY- JAFFN
MEASUREMENT SUMMARY SHEET
Employer Engineer
Road Development Authority Central Engineering Consultancy Bureau
Contract No : RDA/NRRP/CGF/C1B Item : Bill Item 6.2.28
100mm crushed stonRoad No : A-09 Descriptio :
Road Name : Kandy - Jaffna Road Pay Unit : m3
Sheet No : 1 of 1 Date : 30-Apr-11
Sheet Side Month
1 268/2 BS Apr-11 1
2
3
4
5
6
78
9
10
11
12
13
14
15
16
17
18
19
20
21
22
Ch
Period/ Chainage
Bill No/ Sheet No
Vo/
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23
24
25
26
27
28
29
(Current Quantity )
(Previous paid Quantity )
(Cumulative Quantity )
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ROAD (A-009)
Contractor
e back fill material
Remarks
2.40
ina National Aero-Technology
International EngineeringCorporation
lumerea
Totalvolume/ Area
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: 2.40
:
: 2.40
( ) ( )
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NORTHERN ROADS REHABILITATION PROJECT
REHABILITATION / IMPROVEMENTS OF KANDY- JAFFN
MEASUREMENT SUMMARY SHEET
Employer Engineer
Road Development Authority Central Engineering Consultancy Bureau
Contract No : RDA/NRRP/CGF/C1B Item : Bill Item 6.2.29
37.5 mm maximum sRoad No : A-09 Descriptio :
Road Name : Kandy - Jaffna Road Pay Unit : m3
Sheet No : 1 of 1 Date : 30-Apr-11
Sheet Side Month
1 268/2 BS Apr-11 1
2
3
4
5
6
78
9
10
11
12
13
14
15
16
17
18
19
20
21
22
Ch
Period/ Chainage
Bill No/ Sheet No
Vo/
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23
24
25
26
27
28
29
(Current Quantity )
(Previous paid Quantity )
(Cumulative Quantity )
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70/75
ROAD (A-009)
Contractor
ize crushed ston-filter material
Remarks
0.68
ina National Aero-Technology
International EngineeringCorporation
lumerea
Totalvolume/ Area
8/3/2019 Culvert Design Check CATIC-Old
71/75
: 0.68
:
: 0.68
( ) ( )
8/3/2019 Culvert Design Check CATIC-Old
72/75
NORTHERN ROADS REHABILITATION PROJECT
REHABILITATION / IMPROVEMENTS OF KANDY- JAFFN
MEASUREMENT SUMMARY SHEET
Employer Engineer
Road Development Authority Central Engineering Consultancy Bureau
Contract No : RDA/NRRP/CGF/C1B Item : Bill Item 6.2.30
weep hole,75mm diaRoad No : A-09 Descriptio :
Road Name : Kandy - Jaffna Road Pay Unit : m
Sheet No : 1 of 1 Date : 30-Apr-11
Sheet Side Month
1 268/2 L Apr-11 1
2
3
4
5
6
78
9
10
11
12
13
14
15
16
17
18
19
20
21
22
Ch
Period/ Chainage
Bill No/ Sheet No
Vo/
8/3/2019 Culvert Design Check CATIC-Old
73/75
23
24
25
26
27
28
29
(Current Quantity )
(Previous paid Quantity )
(Cumulative Quantity )
8/3/2019 Culvert Design Check CATIC-Old
74/75
ROAD (A-009)
Contractor
PVC pipe(Type 600)
Remarks
2.44
ina National Aero-Technology
International EngineeringCorporation
lumerea
Totalvolume/ Area
8/3/2019 Culvert Design Check CATIC-Old
75/75
: 2.44
:
: 2.44
( ) ( )