Calc Sheet

A REINFORCING STELL AND DEFORMED BAR
diameter
no diameter coefisient convert
power
mm x
1 D 8.00 6,165.38 0.0080 0.000064

2 D 10.00 6,165.38 0.0100 0.000100
3 D 12.00 6,165.38 0.0120 0.000144
4 D 13.00 6,165.38 0.0130 0.000169
5 D 16.00 6,165.38 0.0160 0.000256
6 D 19.00 6,165.38 0.0190 0.000361
D 20.00 6,165.38 0.0200 0.000400
7 D 22.00 6,165.38 0.0220 0.000484
8 D 23.00 6,165.38 0.0230 0.000529
9 D 25.00 6,165.38 0.0250 0.000625
no thickness width length coefisient
mm cm cm
1 12 100 100 0.00785

2 12 10 100 0.00785
3 12 20 100 0.00785
4 12 30 100 0.00785
5 12 40 100 0.00785
6 12 50 100 0.00785
7 12 60 100 0.00785
8 12 70 100 0.00785
9 12 80 100 0.00785
10 12 90 100 0.00785
11 12 100 100 0.00785
2 20 65 65 0.00785
3 10 60 80 0.00785
4 12 100 120 0.00785
C EQUAL ANGEL insert data insert data insert data
border width
border width
edge thickness
b b d
mm mm mm
EX:
1 15 15 3 15 15 3
2 15 15 4 15 15 4
3 20 20 3 20 20 3
4 20 20 4 20 20 4
5 0 0 0 0 0 0
weight lenght total weight
kg/m1 m1 kg/12m1
0.395 12.00 4.74

0.617 12.00 7.40
0.888 12.00 10.65
1.042 12.00 12.50
1.578 12.00 18.94
2.226 12.00 26.71
2.466 12.00 29.59
2.984 12.00 35.81
3.261 12.00 39.14
3.853 12.00 46.24
weight weight
kg kg
942.00 9.420
94.20 0.942
188.40 1.884
282.60 2.826
376.80 3.768
471.00 4.710
565.20 5.652
659.40 6.594
753.60 7.536
847.80 8.478
942.00 9.420
663.33 10.205
376.80 4.710
1,130.40 9.420
insert data insert data
end of arc
Radius coeficient FORMULAS weight
radius
R r1 c d(2b-d) 0,215(R2-2r2)
d(2b-d) + (0,215(R2-2r2)
mm mm kg/m1
3.5 3.0 0.00785 81.00 1.236 82.236 0.646

3.5 3.0 0.00785 104.00 1.236 105.236 0.826
3.5 3.0 0.00785 111.00 1.236 112.236 0.881
3.5 3.0 0.00785 144.00 1.236 145.236 1.140
0.0 0.0 0.00785 0.00 0.000 0.000 0.000
OWNER: CONSULTANT :
LIAN JUAN ENGINEERING SDN BHD
PROJECT : xxx
BUILDING : Liquit Loading Area
LOCATION : Kawasan Industri Medan - 1
NAME WORK DISTANCE PER AXIS L
HORIZONTAL DIRECTIONAL VER

NO BOUWPLANK SETTING ON SITE A TO B B TO C + TOTAL 0 TO 1
X1 X2 X3 M Y1
UNIT PAYMENT = M1
data data data X1+X2+(2xX3) data
m1 m1 m1 m1 m1
LAY-OUT OF PROJECT
BOUWPLANK LINE
3
2
1 12.00 1.60 1.00 15.60 5.40
0
A B C
SUBTOTAL 1 =
Acknoledgement Approved by
PT. SOCIMAS Lian Juan Engineering Sdn. Bhd.
YUSTIANUS GIRSANG PRABAKARAN

CONTRACTOR :
AN ENGINEERING SDN BHD PT. CEMERLANG SAMUDRA

KONTRINDO
TITLE DRAW : CALculation ShEET

REF DRAW : N1. 1
SUB NAME WORK : Bouwplank
DISTANCE PER AXIS LINE

SUB TOTAL REMARK
VERTICAL DIRECTIONAL
1 TO 2 2 TO 3 + TOTAL
Y2 Y3 Y4 N O P
data data data Y1+Y2+Y3+(2xY4) (2xM)+(2xN) -
m1 m1 m1 m1 m1 -
6.00 6.30 1.00 19.70 70.60
70.60
Contractor
ngineering Sdn. Bhd. PT. Cemerlang Samudra Kontrindo
Togar Simatupang
Site Manager
OWNER: CONSULTANT :
LIAN JUAN ENGINEERING SD
PROJECT : xxx
SUB NAME WORK PILE CAP DIMENSIONAL

B1 B2 B3 BT C1 C2 C3 CT
Structural Excavation
NO
add data addB1+B2+B3add add addC1+C2+C3

Unit Payment = M3
cm cm cm cm cm cm cm cm
1 1 NOS. 250 SQ R.C. PILE

0.00
H4
C1 H3
75 20 20 115 75 20 20 115
C2
H2
C3
H1
B1 B2 B3 B1 B2 B3
2
H4
H3
75 20 20 115 135 20 20 175
H2
H1
B1 B2 B3 B1 B2 B3
SUB TOTAL 1+2 =
Acknoledgement
PT. SOCIMAS Lian Juan Engineering Sdn. Bh

CONTRACTOR :
ENGINEERING SDN BHD PT. CEMERLANG SAMUDRA KONTRINDO

REF DRAW : N1. 2
SUB NAME WORK : Structural Excavation
SUB TOTAL
IMENSIONAL TOTAL POINT VOLUM
SQ H1 H2 H3 H4 HT VOLUME
M O E
P
lean ground TOTAL

SQUARE pile cap stump
concrete beam HEIGTH
BT x CT data data data H1+H2+H3+H4 BxCxTx 10-6 data MxO

cm2 cm cm cm cm cm m3 point m3
13,225 5 75 15 30 125.00 1.653 4.00 6.61
20,125 5 90 15 30 140.00 2.818 4.00 11.27
17.88
Contractor
ngineering Sdn. Bhd. PT. Cemerlang Samudra Kontrindo
RABAKARAN Togar Simatupang

Site Manager
OWNER: CONSULTANT :
PROJECT : xxx
NAME WORK TYPE AND POINT OF PI

NO CUTTING HEAD PILE
A
AXIS LINE Type Type
UNIT PAYMENT = NOS NoS
PLAN POINT OF PILE
1 3 1 2 P 250 2.00 2 P 250
2
2 2 2 P 250 2.00 2 P 250
3 3 0 0 0 0.00 1 P 250
A B C
SUBTOTAL 1+2+3 =

CONTRACTOR :
AN ENGINEERING SDN BHD PT. CEMERLANG SAMUDRA

KONTRINDO

REF DRAW : N1. 3
SUB NAME WORK : Cut of Pile
TYPE AND POINT OF PILE REMAKS SUB TOT

REMARK
E E F
B Type
C D
RC V PILE
NoS NoS A+B+C Nos D+E
2.00 1 P 250 1.00 5.00 7.00 12.00

0.00 7.00 7.00
0.00 7.00 7.00
0.00 7.00 7.00
2.00 1 P 250 1.00 5.00 0.00 5.00

0.00 7.00 7.00
0.00 7.00 7.00
0.00 7.00 7.00
1.00 1 P 250 1.00 2.00 7.00 9.00

0.00 7.00 7.00
0.00 7.00 7.00
0.00 7.00 7.00
89.00
Contractor
neering Sdn. Bhd. PT. Cemerlang Samudra Kontrindo
Togar Simatupang
Site Manager
OWNER: CONSULTANT :
PROJECT : xxx TITLE DRAW

BUILDING : Liquit Loading Area REF DRAW
LOCATION : Kawasan Industri Medan - 1 SUB NAME WORK
SUB NAME WORK PILE CAP DIMENSIONAL
NO Lean Concrete For Pile Cap B C D E F G T H
data data data data data data data data

Unit Payment : M3
cm cm cm cm cm cm cm cm
1 1 NOS. 250 SQ R.C. PILE 75 75 75 75 0 0 75 5
2 2 NOS. 250 SQ R.C. PILE 75 135 75 135 0 0 95 5
B D T
C H
SUB TOTAL 1+2 =

Acknoledgement

CONTRACTOR :
GINEERING SDN BHD PT. CEMERLANG SAMUDRA

KONTRINDO

REF DRAW : N2. 1
SUB NAME WORK : Lean Concrete 50 mm thicknees
POINT
LEAN
OF
MENSIONAL VOLUME CONCRETE
PILE
VOLUMN
CONCRE CAP
TE M O P
COVER
data BxCxTx 10-6 data MxO
cm m3 point m3
5 0.03 4.00 0.11
5 0.05 4.00 0.20
0.32
Contractor
PT. Cemerlang Samudra Kontrindo
Togar Simatupang
Site Manager
OWNER: CONSULTANT :
PROJECT : xxx
LOCATION : Kawasan Industri Medan
SECTION DRAWING PLAN D

TOP STRUCTURAL COLUMN
UC3
2
3
UC3
1
1
A +0.30
STUMP
NAME WORK UC3 - 254x254 STEEL

LENGTH OF COLUMN
0.00 LEVEL
UC3 - 254x254 Steel Work[Column St STEEL FROM TOP
TO TOP STUMP
NO STUMP TO RAFTER
A B
Unit Payment : Kg data data
cm1 cm1
1 UC3 - 254 x 254 0 830
TOTAL AMOUNT 1 =

CONTRACTOR :
N JUAN ENGINEERING SDN BHD PT. CEMERLANG SAMUDRA

KONTRINDO
TITLE DRAW : Calculation Sheet

REF DRAW : N5. 1
SUB NAME WORK : UC3 - 254 x 254
PLAN DRAWINGS
UC3
4
UC3
2
UC3 - 254x254 STEEL WORK DATA

TOTAL TOTAL
LENGTH OF COLUMN
LENGTH WEIGTH
STEEL FROM TOP WEIGTH UNIT
COLUMN
STUMP TO RAFTER
STEEL
B C D E F
data B-A data data Cx10-2xDxE
cm1 cm1 kg/m1 point kg
830 830 73.00 4.00 2,423.60
2,423.60
Contractor
ring Sdn. Bhd. PT. Cemerlang Samudra Kontrindo
Togar Simatupang
Site Manager
OWNER: CONSULTANT :

LOCATION : Kawasan Industri Medan SUB NAME WORK
SECTION DRAWING PLAN DRAWIN

A B
X1 X2
UC3 UC3
2
UC3 UC3
1
UB1-203x133 STEEL WORK D

NAME WORK
NO A B C D E F G
data data data data data data data
Unit Payment : Kg cm1 cm1 cm1 cm1 cm1 cm1 data
1 UB1 - 203 x 133 160 200 200 350 200 200 200
TOTAL AMOUNT 1+2 =

PT. SOCIMAS Lian Juan Engineering Sdn. Bhd. PT. Ceme

CONTRACTOR :
INEERING SDN BHD PT. CEMERLANG SAMUDRA

KONTRINDO
: Calculation Sheet
: N5. 2
SUB NAME WORK : UB1 - 203 x 133
PLAN DRAWINGS
X3
Y3
Y2
Y1
x133 STEEL WORK DATA TOTAL

WEIGTH WEIGTH
H E F
Cx10-
A+B+C+D+E+F+G data 2
xHxE
cm1 kg/m1 kg
1,510 25.00 377.50
377.50
Contractor
Togar Simatupang
Site Manager
OWNER: CONSULTANT :
PROJECT : Industrial Building

STEEL WORK UB2 - 254 x 146 STEEL
diagonal total diagonal

degrees
NO UB2 - 254 x 146 STEEL WoRK y1 y2 0,5.y2 y1+(0,5.y2) length length
a R b
data data data data data (y1+y2)/cos a 2xR
UNIT PAYMENT = Kg
m1 m1 m1 m1 m1 m1 m1
1 2.00 6.00 3.00 5.00 10 5.08 10.15
A UB4
TOTAL AMOUNT =

CONTRACTOR :
PT. CEMERLANG SAMUDRA KONTRINDO
T
TITLE DRAW : cAlcUlAtIOn shEEt
O
REF DRAW : N5. 3 T
SUB NAME WORK : UB2 - 254 x 146 A
L
W
SUB TOTAL point of TOTAL
E
subtraction total diagonal WEIGTH RaFteR WEIGTH
weight I
FactoR length
G
SF c W d e T F
data b - SF insert cxW data H dxe
m1 m1 kg/m1 kg bar m1
0.25 9.900 31 306.91 3.00 920.72
920.72
Contractor
Togar Simatupang
Site Manager
OWNER: CONSULTANT :
PROJECT : xxx
NO UB4 y1 A B
Unit PaymenT : Kg data data data

m1 m1 m1
UB4
1 0.00 12.00 0.00
UB4
A UB4
TOTAL AMOUNT

CONTRACTOR :

KONTRINDO

REF DRAW : N5. 4
SUB NAME WORK : UB4
ANCE PER AXIS LINE SUB

TOTAL
degrees
TOTAL LENGTHweight unit TOTAL
y3
WEIGTH
WEIGTH
a R W X
data data (y1+y2)/cos a data data O
m1 m1 m1 m1 kg/m1 kg m1
0.00 0 12.00 45 2 1,080.00 1,080.00
1,080.00
Contractor
g Sdn. Bhd. PT. Cemerlang Samudra Kontrindo
Togar Simatupang
Site Manager
OWNER: CONSULTANT :
PROJECT : xxx
NO 152 RSJ - 152x89 Steel Work [RaFter] y1 A B
Unit PaymenT : Kg data data data

m1 m1 m1
UB6
UB6
1 0.00 6.00 6.00
UB6
152 RJS
TOTAL AMOUNT

CONTRACTOR :

KONTRINDO

REF DRAW : N5. 8
SUB NAME WORK : 152 RSJ - 152 x 89
ANCE PER AXIS LINE SUB

TOTAL
degrees
TOTAL LENGTHweight unit TOTAL
y3
WEIGTH
WEIGTH
a R W X
0.00 0 12.00 67 2 1,608.00 1,608.00
1,608.00
Contractor
g Sdn. Bhd. PT. Cemerlang Samudra Kontrindo
Togar Simatupang
Site Manager
OWNER: CONSULTANT :
PROJECT : xxx
NAME WORK DISTANCE PER AXIS LIN
NO N5. 6 STEEL WORK y1 A B
data data data

UNIT PAYMENT = Kg
m1 m1 m1
CH1 CH1
1 1 2.00 0.00 0.00
2 2 1.50 0.00 0.00
1 19
SUB TOTAL 1+2 =


CONTRACTOR :
INEERING SDN BHD PT. CEMERLANG SAMUDRA KONTRINDO

REF DRAW : N5. 6
SUB NAME WORK : Steel Work
ANCE PER AXIS LINE

SUB TOTAL TOTAL
degrees TOTAL LENGTH weight unit WEIGTH WEIGTH
y3
a R W X
0.00 0 2.00 10.42 19 395.96 395.96

0.00 0 1.50 10.42 2 31.26 31.26
427.22
Contractor
Togar Simatupang
Site Manager
OWNER: CONSULTANT :
PROJECT : xxx
NAME WORK DISTANCE PER AXIS LINE
degrees
NO 127 RSJ - 127x76 Steel Work [RaFter] y1 0,5y2 0,5y2 y3
a
data data data data data
Unit PaymenT : Kg
m1 m1 m1 m1 m1
127 RSJ 127 RSJ
1.20 3.00 3.00 1.20 10

1
y1 0,5.y2 0,5.y2 y3
y2
TOTAL AMOUNT

CONTRACTOR :
N ENGINEERING SDN BHD PT. CEMERLANG SAMUDRA KONTRINDO

REF DRAW : N5. 6
DIAGONAL CALCULATE R
SUB TOTAL
REMARK
WEIGTH
diagonal TOTAL DIAGONAL weight unit
R S T U V W
(y1+y2)/cos a 2xR data data SxTxU -
m1 m1 kg/m1 bar kg -
4.25 8.49 13 3 331.21
331.21
gineering Sdn. Bhd.

OWNER: CONSULTANT :
PROJECT : xxx
BASE PELAT DATA

NAME WORK AND DRAWING
NO C T B1 H1
BASE PELAT
coeficient data data data
UNIT PAYMENT = KD - mm cm cm
1 BASE PELAT ABOVE RC.STUMP 350x300
7,850 12 25 25
T B
2 BASE PELAT ABOVE RC.STUMP 625x625
7,850 20 47.50 47.50
T B
CONTRACTOR :
GINEERING SDN BHD PT. CEMERLANG SAMUDRA KONTRINDO

REF DRAW : N5. 13
AT DATA
SUB TOTAL
WEIGTH UNIT
WEIGTH
SQUARE SOLID H
CxTxB1xH1 CxTxBxH data J+K
cm2 cm3 kg/cm3 kg Nos kg
300 7,500 58,875,000 58.88 4 235.50
950 45,125 354,231,250 354.23 4 1,416.93
1,652.43
OWNER: CONSULTANT :
PROJECT : xxx
SUB NAME WORK UNIT AXIS LINE
NO ANCHOR BOLT M20 & M30 Z

T C
data data
data data data data
UNIT PAYMENT = NOS
nos nos mm cm
1 M 12 THK, PLATE in TYP. RIDGE JOINT DETAIL B B 7,850 12 15.60
T C
M 12 THK, PLATE in EaVe JOINT DETAIL 7,850 12 15.60
2 M 10 THK, STIFFENER. PLATE in RAFTER B B 7,850 10 7.50
T C
3 M 10 THK, PLATE in 356 x 171 x 45 KG/M U.B B 7,850 10 14.30
T C
4 M 16 B 7,850 16 30.00
356 ub 45 to column Flange Connection [UB4]
T C
M 10 THK. GUSSET PLATE 7,850 10 27.90

356 ub 45 to column WEB CONNECTION(UB4)
THK, PLATE in 203 UB 25 TO

5 M 16 COLUMN 7,850 16 18.80
FLANGE CONNECTION
M 10 THK. GUSSET PELAT 7,850 10 22.90
203 UB 25 TO COLUMN WEB CONNECTION
M 10 THK. GUSSET PELAT 7,850 10 20.00

203 UB 25 TO UB CONNECTION
THK, STIFFENER. PLATE in

6 M 10 203x133x25 7,850 10 4.80
KG/M U.B
7 M 10 7,850 10 4.80
8 M 12 7,850 12 10.00
in BRACING
M 8 7,850 8 7.50
9 ETC
1 SUBTOTAL =
PT. SOCIMAS Lian Juan Engineering Sdn. B

CONTRACTOR :
RING SDN BHD PT. CEMERLANG SAMUDRA KONTRINDO

REF DRAW : N5. 14
SUB
AXIS LINE
TOTAL
SQUARE SOLID WEIGTH LAYER UNIT
B J
data
cm cm2 cm3 kg/cm3 kg nos
48.50 18.72 908 ### 7.127 2.00 ### 3.00 42.76
48.50 18.72 908 ### 7.127 2.00 ### 6.00 85.53
44.00 7.50 330 ### 2.591 ### ### 3.00 93.26
41.60 14.30 595 ### 4.670 1.00 4.670 ### 448.30
79.00 48.00 3,792 ### ### 1.00 ### 8.00 238.14
41.90 27.90 1,169 ### 9.177 1.00 9.177 8.00 73.41
48.00 30.08 1,444 ### ### 1.00 ### 8.00 90.67

29.70 22.90 680 ### 5.339 1.00 5.339 8.00 42.71
20.40 20.00 408 ### 3.203 1.00 3.203 8.00 25.62
22.60 4.80 108 851,568.000 0.852 1.00 0.852 ### 81.75
22.60 4.80 108 851,568.000 0.852 1.00 0.852 ### 81.75
14.00 12.00 168 ### 1.319 1.00 1.319 ### 23.74
12.50 6.00 75 588,750.000 0.589 1.00 0.589 ### 7.07
400.00
1,734.71
Contractor
ering Sdn. Bhd. PT. Cemerlang Samudra Kontrindo
Togar Simatupang
Site Manager
OWNER: CONSULTANT :
PROJECT : xxx
NAME WORK LENGTH
NO X
CH5 - 203 x 76
dataa
Unit Payment : kg cm1
1 From 1 ST Floor To Landing Y 1,550.00
X 2
2 Landing 1,200.00
3 From Landing To +400.00 cm Elevation Y 200.00
3 X
TOTAL AMOUNT 1+2+3 =

Acknoledgement
PT. SOCIMAS
YUSTIANUS GIRSANG
CONTRACTOR :

KONTRINDO

REF DRAW : N5. 21
SUBTRACTION FACTOR TOTAL LENGTH SUB TOTAL UNIT TOTAL
a b c L1 L2 M N
data data data X - (a+b+c) L1 x 10 -2
data L2 x M
cm1 - cm1 cm1 m1 bar m1
0.00 0.00 1,550.00 15.50 1.00 15.50
7.50 7.50 7.50 1,177.50 11.78 1.00 11.78
0.00 0.00 0.00 200.00 2.00 2.00 4.00
31.28
OWNER: CONSULTANT :

LOCATION : Kawasan Industri Medan SUB NAME WORK
SECTION DRAWING PLAN DRA

A
a
+4.00
2
GRATING PLATFORM
0.00
a b
1
SECTION
GRATING f/PLATFORM FLOOR DATA

NAME WORK
LENGTH-1 LENGTH-2 WIDTH
NO Grating f/Platform Floor a b c
data data data
Unit Payment : M2 cm1 cm1 cm1
1 Grating f/Platform Floor 1,200 160 220
TOTAL AMOUNT 1

CONTRACTOR :
N ENGINEERING SDN BHD PT. CEMERLANG SAMUDRA

KONTRINDO
: Calculation Sheet
: N5. 22
SUB NAME WORK : Grating f/ Platform Floor
PLAN DRAWINGS
B
b
DN
c
PLAN GRATING PLATFORM

ELEV = + 4.00 m
scale= NS
TOTAL
SQUARE UNIT
SQUARE
D E F
(A+B) x C data DxE
cm2 - m2
299,200 1.00 29.92
29.92
Contractor
Togar Simatupang
Site Manager
PROJECT : xxx
BASE PELAT AND BOLT

NAME WORK AND DRAWING AT THE
COEFICIENT
WEIGTH BOLT EAVE
NO T B H
JOINT
Base Pelat Weigth and M20 Bolt A B1 C D
Base Pelat = kg data data data conditionTxBxHxA data data
M20 Bolt = Nos mm cm cm non unit kg nos nos
1 BASE PELAT AND BOLT AT THE RAFTER A B
2 UB4
UB4 UB1
16 ### ### 0.00785 ### 8 0

T B
REF DRAW :
SUB NAME WORK :
AND BOLT DATA BASE PELAT WEIGTH

AT THE AT THE AT THE AT THE AT THE AT THE
CONNECTI AMOUNT OF
RIDGE RIDGE EAVE EAVE RIDGE COLUMN
ONS M20 BOLTS
JOINT JOINT JOINT JOINT JOINT FLANGE
E F G H I J K
data data data data (CxDxH)+(CxExH)2xB1xDxH B1xFxH
nos Layer Layer bar nos kg kg
C
0 0 0 4 32.00 0.00 0.00 365.60
32.00
TOTAL
WEIGTH
L
J+K
kg
365.60
365.60
NO DESCRIPTION WORK
N 1 EARTHWORKS
N 1. 1 Bouwplank
N 1. 2 Structural Excavation
N 1. 3 Cut of Pile
SUB TOTAL EARTHWORKS
L 2 CONCRETE PILE CAP AND STUMPS

N 2. 1 Lean Concrete 50 mm thickness
N 2. 2 Unexposed Formwork
N 2. 3 Exposed Formwork
N 2. 4 High Tensile Deformed Reinforcement Bar
N 2. 5 Structural Concrete Grade 30
SUB TOTAL CONCRETE PILE CAP AND STUMPS
N 3 CONCRETE GROUND BEAM

N 3. 1 Lean Concrete 50 mm thickness
SUBTOTAL CONCRETE GROUND SLAB & BEAM, INCL. TRENCH & RAMP
N 4 CONCRETE GROUND SLAB AND BEAM INCLUDE RAMP

N 4. 1 Lean Concrete 50 mm thick
SUBTOTAL SUM PIT
N 5 STELL WORK
N 5. 1 UC3 - 254 x 254
N 5. 2 UB1 - 203 x 133
N 5. 3 UB2 - 254 x 146
N 5. 4 UB4 - 356 x 171
N 5. 5 UB6 - 457 x 191
N 5. 6 CH1 - 102 x 5
N 5. 7 127 RSJ - 127 x 76
N 5. 8 152 RSJ - 152 x 89
N 5. 9 C 15019 - Lysaght 125 x 75
N 5. 10 Non Shrink grout f/ stell column
N 5. 11 Anchor Bolt M30
N 5. 12 Anchor Bolt M20
N 5. 13 Base Plate
N 5. 14 Gusset Plate, Stiffener Plate etc
N 5. 15 Wind Bracing 76,1
N 5. 16 Sag Rod M12
N 5. 17 M24 Bolt
N 5. 18 M20 Bolt
N 5. 19 M16 Bolt
N 5. 20 M12 Bolt
N 5. 21 Hand Railing f/ Platform
N 5. 22 Grating f/ Platform Floor
SUBTOTAL STEEL WORKS
N 6 STAIRCASE
N 6. 1 Hand Railing 40 f x 3,2 x 1100 high incl, Kicker Plate
N 6. 2 Webforce WT 4 WA255/1
N 6. 3 CH1 - 102 x 51
N 6. 4 CH5 - 203 x 76
N 6. 5 Anchor Bolt M16 x 150
N 6. 6 M12 Bolt
N 6. 7 M20 Bolt
SUBTOTAL STAIRCASE
N 7 ROOF AND DRAINAGE WORKS

N 7. 1 Colorbond metal roofing sheet
N 7. 2 150 x 300 Gauge 24 SS Gutter, incl support
N 7. 3 Flashing f/ Ridge Capping
N 7. 4 Flashing f/ Edge Capping
n 7. 5 RWDP UPVC 150 incl, Assesories
SUBTOTAL ROOF AND DRAINAGE WORKS
UNIT REAL CONTRACT STATUES
M1 70.60 67.20 +
M3 17.88 12.39 +
Nos 89.00 89.00 0
M3 0.32 0.31 +
M2 24.96 24.12 +
M2 10.24 8.40 +
Kg 598.90 757.23 -
M3 6.47 6.43 +
M3 0.51 0.42 +
M2 56.14 50.82 +
Kg 995.23 804.13 +
M3 7.18 5.84 +
M3 14.45 12.98 +
M2 20.67 31.61 -
Kg 6,586.75 6,100.96 +
M3 72.25 72.21 +
Kg 2,423.60 2,423.60 0
Kg 377.50 377.50 0
Kg 920.72 620.00 +
Kg 1,080.00 1,080.00 0
Kg 1,608.00 1,608.00 0
Kg 427.22 395.96 +
Kg 331.21 327.60 +
Kg 384.00 384.00 0
Kg 1,440.00 1,280.00 +
Nos 8.00 8.00 0
Nos 24.00 24.00 0
Nos 16.00 16.00 0
Kg 1,652.43 165.24 +
Kg 1,734.71 1,699.00 +
Kg 218.24 298.50 -
Kg 18.47 18.47 0
Nos 64.00 64.00 0
Nos 278.00 274.00 +
Nos 24.00 24.00 0
Nos 200.00 120.00 +
M1 31.28 29.60 +
M2 29.92 27.20 +
M1 14.87 14.88 -
M2 6.25 5.50 +
KG 491.82 239.66 +
KG 287.32 354.44 -
NOS 4.00 4.00 0
NOS 52.00 52.00 0
NOS 8.00 8.00 0
M2 161.48 162.46 -
M1 32.00 32.00 0
M1 16.00 16.00 0
M1 20.19 20.31 -
M1 32.06 40.00 -

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A REINFORCING STELL AND DEFORMED BAR

1 D 8.00 6,165.38 0.0080 0.000064

no thickness width length coefisient

1 12 100 100 0.00785

C EQUAL ANGEL insert data insert data insert data

0.395 12.00 4.74

insert data insert data

3.5 3.0 0.00785 81.00 1.236 82.236 0.646

LIAN JUAN ENGINEERING SDN BHD

NAME WORK DISTANCE PER AXIS L

HORIZONTAL DIRECTIONAL VER

YUSTIANUS GIRSANG PRABAKARAN

AN ENGINEERING SDN BHD PT. CEMERLANG SAMUDRA

TITLE DRAW : CALculation ShEET

DISTANCE PER AXIS LINE

6.00 6.30 1.00 19.70 70.60

LIAN JUAN ENGINEERING SD

SUB NAME WORK PILE CAP DIMENSIONAL

add data addB1+B2+B3add add addC1+C2+C3

1 1 NOS. 250 SQ R.C. PILE

YUSTIANUS GIRSANG PRABAKARAN

ENGINEERING SDN BHD PT. CEMERLANG SAMUDRA KONTRINDO

TITLE DRAW : CALculation ShEET

lean ground TOTAL

BT x CT data data data H1+H2+H3+H4 BxCxTx 10-6 data MxO

13,225 5 75 15 30 125.00 1.653 4.00 6.61

20,125 5 90 15 30 140.00 2.818 4.00 11.27

RABAKARAN Togar Simatupang

LIAN JUAN ENGINEERING SDN BHD

NAME WORK TYPE AND POINT OF PI

1 3 1 2 P 250 2.00 2 P 250

YUSTIANUS GIRSANG PRABAKARAN

AN ENGINEERING SDN BHD PT. CEMERLANG SAMUDRA

TITLE DRAW : CALculation ShEET

TYPE AND POINT OF PILE REMAKS SUB TOT

2.00 1 P 250 1.00 5.00 7.00 12.00

2.00 1 P 250 1.00 5.00 0.00 5.00

1.00 1 P 250 1.00 2.00 7.00 9.00

LIAN JUAN ENGINEERING SDN BHD

PROJECT : xxx TITLE DRAW

SUB NAME WORK PILE CAP DIMENSIONAL

NO Lean Concrete For Pile Cap B C D E F G T H

data data data data data data data data

1 1 NOS. 250 SQ R.C. PILE 75 75 75 75 0 0 75 5

2 2 NOS. 250 SQ R.C. PILE 75 135 75 135 0 0 95 5

SUB TOTAL 1+2 =

YUSTIANUS GIRSANG PRABAKARAN

GINEERING SDN BHD PT. CEMERLANG SAMUDRA

TITLE DRAW : CALculation ShEET

5 0.03 4.00 0.11

5 0.05 4.00 0.20

LIAN JUAN ENGINEERING SDN BHD

SECTION DRAWING PLAN D

NAME WORK UC3 - 254x254 STEEL

1 UC3 - 254 x 254 0 830

YUSTIANUS GIRSANG PRABAKARAN

N JUAN ENGINEERING SDN BHD PT. CEMERLANG SAMUDRA

TITLE DRAW : Calculation Sheet

UC3 - 254x254 STEEL WORK DATA