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Estimate Costs
FOOTING TYPE F5 The number of foundations
Concrete
Lean concrete
Compact sandSteel
S1
S2
S3
S4
S5
Bored pile dia. 1200 MM.
The number of foundations
Concrete
Steel reinforceent !ain"
SECTION A
SECTION
SECTION C
Steel reinforceent !re#ar"
SECTION A
SECTION
SECTION C
FOOTING TYPE F$ The number of foundations
Concrete
Lean concrete
Compact sand
Steel
S1
S2
S3
S4S5
Bored pile dia. 1200 MM.
The number of foundations
Concrete
Steel reinforceent !ain"
SECTION A
SECTION
SECTION C
Steel reinforceent !re#ar"SECTION A
SECTION
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SECTION C
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FOOTING TYPE F$B The number of foundations
Concrete
Lean concrete
Compact sand
SteelS1
S2
S3
S4
S5
Bored pile dia. 1200 MM.
The number of foundations
Concrete
Steel reinforceent !ain"SECTION A
SECTION
SECTION C
Steel reinforceent !re#ar"
SECTION A
SECTION
SECTION C
SING%E CO%&MN TYPE SC1 The number of foundations
Concrete
Sei'ic #()er
Concrete
Steel reinforceent !ain"
C1
Steel reinforceent !re#ar"
T1
T2 T3
Steel reinforceent !Sei'ic #()er"
1
2
3
Steel reinforceent !Pier *ead"
S1
S2
S3
S4S5
S!
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S"
S#
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PO+T,% F+,ME TYPE P1,Concrete
Col(n reinforceent
C1
T1
T2 T3
T4
T5
SEISMIC B&FFE+
1
2
3
BE,M reinforceent
L1
L2L3
L4
L5
L!
S1
S2
S3
Pre'tre'' Tendon
,PP+O,C* S%,B,pproac- 10.0 .
Concrete
Curb reinforcement
Top reinforcement
ottom reinforcement
$o%e& bar
+,M 20.0 .
Concrete
A1
A2
A3
A4
A5
A!
A"
A#
A'
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A1(
A11
A12
A13
A14
A15
A1!A1"
A1#
A1'
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1
#')#5!(cu)m)
3)"44(cu)m)
3)"44(cu)m)
1)45!" ton
5)(425 ton
()'555 ton
()3#53 ton
()2((2 ton
!
2"1)433!cu)m)
2)541( ton
!)#!(" ton
5)4!32 ton
1)31#" ton
2)3"3! ton
2)#4#3 ton
1
'1)52((cu)m)
4)1!((cu)m)
4)1!((cu)m)
()#2## ton
!)1#24 ton
1)!4#1 ton
()2!'" ton()22(2 ton
!
2"1)433!cu)m)
2)541( ton
!)#!(" ton
2)'222 ton
1)31#" ton
2)3"3! ton
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1)5#24 ton
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1
'')#4((cu)m)
4)1!((cu)m)
4)1!((cu)m)
1)55"2 ton
!)1#24 ton
1)!4#1 ton
()2!'" ton
()22(2 ton
!
2(3)5"52cu)m)
2)541( ton
!)#!(" ton
2)'222 ton
1)31#" ton
2)3"3! ton
1)5#24 ton
1
!4)414(cu)m)
()1'!(cu)m)
')2"3! ton
()!3'' ton
()4''5 ton()'243 ton
()(1(( ton
()(221 ton
()((12 ton
()1112 ton
()14#2 ton
()312! ton
()3(4' ton()2!!# ton
()352( ton
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()(445 ton
()1("# ton
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1
1#(cu)m)
!)##"! ton
()5"2# ton
()15"! ton()333( ton
()1443 ton
()2442 ton
()(1(( ton
()(221 ton
()((12 ton
1)"""4 ton
1)4!#3 ton3)245# ton
1)2'44 ton
1)3552 ton
2)"#4' ton
2)3('5 ton
1)!!42 ton
5)3#21 ton
2
#(cu)m)
()223# ton
()12!4 ton
()!1!( ton
1)#'!( ton
1)''(# ton
1)''(# ton
!)'3(( ton
()(4!2 ton
1
3(2)#cu)m)
#)"(5# ton
()'"'! ton
4)15#( ton
()2#42 ton
3)5#4! ton
1)2243 ton
!)1!(( ton
2)(145 ton
()25!# ton
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1)432!
()3(#
()5'2#
1)255#
4)'2#
1)#4#
2)#!521)!432
()##4#
3)211
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T+E CONST,-CTION O. $O-LE T,AC/S 0,OECT .O, T,ANS0O,TATION AN
SECTION C+I,A -NCTION * -ON -,I,A STATION6
ST,-CT-,AL 7O,/ * ELE8ATE$ ,AIL7A9
ITE NO) $ESC,I0TION -NIT
1 ST+&CT&+E,% O+/S1)1 .OOTIN T90E 5
Concrete rade 15 for Lean Concrete cu)m) #:#'5)"4
Concrete rade 35 for .oundation cu)m) 3"()!!
Compact sand cu)m) 3"()!!
,einforcement rade S$ 4( $2( ton 3#)15
,einforcement rade S$ 4( $25 ton 1')#2
,einforcement rade S$ 4( $2# ton !43)43
,einforcement rade S$ 4( $3( ton '4)!(
1)2 ored pi&e dia) 12(( )Concrete cu)m) 2!:#"1)'3
,einforcement rade S$ 4( $12 ton !4")52
,einforcement rade S$ 4( $25 ton 1:4"1)!2
1)3 SINLE COL-N T90E SC1
Concrete cu)m) !:3'!)3'
,einforcement rade S$ 4( $12 ton 4')5"
,einforcement rade S$ 4( $1! ton 15#)(3
,einforcement rade S$ 4( $2( ton #!)'3
,einforcement rade S$ 4( $25 ton "!)21
,einforcement rade S$ 4( $2# ton '1#)('
1)4 0O,TAL .,AE T90E 01A
Concrete cu)m) 2:52()((
,einforcement rade S$ 4( $12 ton 12)33
,einforcement rade S$ 4( $1! ton #)4"
,einforcement rade S$ 4( $2( ton '4)!2
,einforcement rade S$ 4( $25 ton 1#)'"
,einforcement rade S$ 4( $2# ton 2(5)43
0restressed Tendons ton "5)32
1)5 Se;menta& o< irder t=pe 2
Se;menta& o< irder 25m) m) 5()((
Se;menta& o< irder 3(m) m) 1:23()((
Se;menta& o< irder 35m) m) 3:(#()((
0restressed Tendons ton !15)12
E-ANTIT9
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Se;menta& o< irder 3(m) m) 45()((
Se;menta& o< irder 35m) m) 4'()((
0restressed Tendons ton 2!2)#5
E
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$ LOISTIC
.ACTOE .
* * 1)15 1(:23()11 *
* * 1)15 42!)25 *
* * 1)15 42!)25 *
* * 1)15 43)#" *
* * 1)15 22)"' *
* * 1)15 "3')'4 *
* * 1)15 1(#)"' *
* * 1)15 3(:'(2)"2 *
* * 1)15 "44)!5 *
* * 1)15 1:!'2)3! *
* * 1)15 ":355)#5 *
* * 1)15 5")(1 *
* * 1)15 1#1)"4 *
* * 1)15 '')'" *
* * 1)15 #")!4 *
* * 1)15 1:(55)#( *
* * 1)15 2:#'#)(( *
* * 1)15 14)1" *
* * 1)15 ')"4 *
* * 1)15 1(#)#1 *
* * 1)15 21)#2 *
* * 1)15 23!)24 *
* * 1)15 #!)!2 *
* * 1)15 5")5( *
* * 1)15 1:414)5( *
* * 1)15 3:542)(( *
* * 1)15 "(")3' *
* * 1)15 1:3"1)3# *
* * 1)15 !(2)!( *
* * 1)15 1(:'"1)(( *
* * 1)15 5")5( *
-NIT,ATE
AT+6
AO-NTAT+6
-NITE ,ATE < ..AT+6
TOTALAO-NTAT+6
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* * 1)15 51")5( *
* * 1)15 5!3)5( *
* * 1)15 3(2)2# *
* * 1)15 5!')25 *
* * 1)15 1'3)2( *
* * 1)15 2:2"")(( *
* * 1)15 '2)(( *
* * 1)15 ()2! *
* * 1)15 !)'( *
* * 1)15 #)"3 *
* * 1)15 !:'!4)4( *
* * 1)15 !)54 *
* * 1)15 132)'1 ** * 1)15 2!#)"# *
* * 1)15 !2#)!4 *
* * 1)15 2#)## *
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T+E CONST,-CTION O. $O-LE T,AC/S 0,OECT .O, T,ANS0O,TATION
SECTION C+I,A -NCTION * -ON S-,IN STATION6
ST,-CT-,AL 7O,/ * ELE8ATE$ ,AIL7A9
ITE NO) $ESC,I0TION -NIT
1 ST+&CT&+E,% O+/S1)1 .OOTIN T90E 5
Concrete rade 15 for Lean Concrete cu)m) 4:#52)22
Concrete rade 35 for .oundation cu)m) 2(2)1#
Compact sand cu)m) 2(2)1#
,einforcement rade S$ 4( $2( ton 2()#1
,einforcement rade S$ 4( $25 ton 1()#1
,einforcement rade S$ 4( $2# ton 35()'!
,einforcement rade S$ 4( $3( ton 51)!(
1)2 ored pi&e dia) 12(( )Concrete cu)m) 14:!5")41
,einforcement rade S$ 4( $12 ton 353)2(
,einforcement rade S$ 4( $25 ton #(2)"(
1)3 SINLE COL-N T90E SC1
Concrete cu)m) 3:4##)'4
,einforcement rade S$ 4( $12 ton 2")(4
,einforcement rade S$ 4( $1! ton #!)2(
,einforcement rade S$ 4( $2( ton 4")42
,einforcement rade S$ 4( $25 ton 41)5"
,einforcement rade S$ 4( $2# ton 5(()""
1)4 0O,TAL .,AE T90E 01A
Concrete cu)m) 2:52()((
,einforcement rade S$ 4( $12 ton 12)33
,einforcement rade S$ 4( $1! ton #)4"
,einforcement rade S$ 4( $2( ton '4)!2
,einforcement rade S$ 4( $25 ton 1#)'"
,einforcement rade S$ 4( $2# ton 2(5)43
0restressed Tendons ton "5)32
1)5 Se;menta& o< irder t=pe 2
Se;menta& o< irder 25m) m) 5!)((
Se;menta& o< irder 3(m) m) !3()((
Se;menta& o< irder 35m) m) 2:2(5)((
0restressed Tendons ton 412)#1
E-ANTIT9
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Se;menta& o< irder 3(m) m) 45()((
Se;menta& o< irder 35m) m) 4'()((
0restressed Tendons ton 2!2)#5
E
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AN$ LOISTIC
.ACTOE .
* * 1)15 5:5#()(! *
* * 1)15 232)5( *
* * 1)15 232)5( *
* * 1)15 23)'3 *
* * 1)15 12)43 *
* * 1)15 4(3)!( *
* * 1)15 5')34 *
* * 1)15 1!:#5!)(3 *
* * 1)15 4(!)1" *
* * 1)15 '23)11 *
* * 1)15 4:(12)2# *
* * 1)15 31)1( *
* * 1)15 '')13 *
* * 1)15 54)53 *
* * 1)15 4")#1 *
* * 1)15 5"5)#' *
* * 1)15 2:#'#)(( *
* * 1)15 14)1" *
* * 1)15 ')"4 *
* * 1)15 1(#)#1 *
* * 1)15 21)#2 *
* * 1)15 23!)24 *
* * 1)15 #!)!2 *
* * 1)15 !4)4( *
* * 1)15 "24)5( *
* * 1)15 2:535)"5 *
* * 1)15 4"4)"3 *
* * 1)15 '!")44 *
* * 1)15 3'5)!( *
* * 1)15 3:#!')"5 *
* * 1)15 5")5( *
-NIT,ATE
AT+6
AO-NTAT+6
-NITE ,ATE <.. AT+6
TOTALAO-NTAT+6
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* * 1)15 51")5( *
* * 1)15 5!3)5( *
* * 1)15 3(2)2# *
* * 1)15 5!')25 *
* * 1)15 1'3)2( *
* * 1)15 4:554)(( *
* * 1)15 '2)(( *
* * 1)15 ()2! *
* * 1)15 !)'( *
* * 1)15 #)"3 *
* * 1)15 #:((')(! *
* * 1)15 ")52 *
* * 1)15 152)#5 ** * 1)15 3(')1( *
* * 1)15 "22)'3 *
* * 1)15 33)22 *
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T+E CONST,-CTION O. $O-LE T,AC/S 0,OECT .O, T,ANS0O,TATION A
SECTION C+I,A -NCTION * -ON SISA/ET STATION6
ST,-CT-,AL 7O,/ * ELE8ATE$ ,AIL7A9
ITE NO) $ESC,I0TION -NIT
1 ST+&CT&+E,% O+/S1)1 .OOTIN T90E 5
Concrete rade 15 for Lean Concrete cu)m) ":2"#)34
Concrete rade 35 for .oundation cu)m) 3(3)2!
Compact sand cu)m) 3(3)2!
,einforcement rade S$ 4( $2( ton 31)21
,einforcement rade S$ 4( $25 ton 1!)22
,einforcement rade S$ 4( $2# ton 52!)44
,einforcement rade S$ 4( $3( ton "")4(
1)2 ored pi&e dia) 12(( )Concrete cu)m) 21:'#!)12
,einforcement rade S$ 4( $12 ton 52')"'
,einforcement rade S$ 4( $25 ton 1:2(4)(5
1)3 SINLE COL-N T90E SC1
Concrete cu)m) 5:233)41
,einforcement rade S$ 4( $12 ton 4()5!
,einforcement rade S$ 4( $1! ton 12')3(
,einforcement rade S$ 4( $2( ton "1)12
,einforcement rade S$ 4( $25 ton !2)3!
,einforcement rade S$ 4( $2# ton "51)1!
1)4 0O,TAL .,AE T90E 01A
Concrete cu)m) 2:52()((
,einforcement rade S$ 4( $12 ton 12)33
,einforcement rade S$ 4( $1! ton #)4"
,einforcement rade S$ 4( $2( ton '4)!2
,einforcement rade S$ 4( $25 ton 1#)'"
,einforcement rade S$ 4( $2# ton 2(5)43
0restressed Tendons ton "5)35
1)5 Se;menta& o< irder t=pe 2
Se;menta& o< irder 25m) m) 5!)((
Se;menta& o< irder 3(m) m) !!()((
Se;menta& o< irder 35m) m) 3:115)((
0restressed Tendons ton 554)54
E-ANTIT9
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Se;menta& o< irder 3(m) m) 45()((
Se;menta& o< irder 35m) m) 4'()((
0restressed Tendons ton 2!2)#5
E
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$ LOISTIC
.ACTOE .
* * 1)15 #:3"()(' *
* * 1)15 34#)"5 *
* * 1)15 34#)"5 *
* * 1)15 35)#' *
* * 1)15 1#)!5 *
* * 1)15 !(5)4( *
* * 1)15 #')(1 *
* * 1)15 25:2#4)(4 *
* * 1)15 !(')2! *
* * 1)15 1:3#4)!! *
* * 1)15 !:(1#)42 *
* * 1)15 4!)!4 *
* * 1)15 14#)!' *
* * 1)15 #1)"' *
* * 1)15 "1)"1 *
* * 1)15 #!3)#4 *
* * 1)15 2:#'#)(( *
* * 1)15 14)1" *
* * 1)15 ')"4 *
* * 1)15 1(#)#1 *
* * 1)15 21)#2 *
* * 1)15 23!)24 *
* * 1)15 #!)!5
* * 1)15 !4)4( *
* * 1)15 "5')(( *
* * 1)15 3:5#2)25 *
* * 1)15 !3")"2 *
* * 1)15 1:214)!' *
* * 1)15 51')#( *
* * 1)15 4:#5#)"5 *
* * 1)15 5")5( *
-NIT,ATE
AT+6
AO-NTAT+6
-NITE ,ATE <.. AT+6
TOTALAO-NTAT+6
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* * 1)15 51")5( *
* * 1)15 5!3)5( *
* * 1)15 3(2)2# *
* * 1)15 5!')25 *
* * 1)15 1'3)2( *
* * 1)15 4:554)(( *
* * 1)15 '2)(( *
* * 1)15 ()2! *
* * 1)15 !)'( *
* * 1)15 #)"3 *
* * 1)15 !:'!4)4( *
* * 1)15 !)54 *
* * 1)15 132)'1 ** * 1)15 2!#)"# *
* * 1)15 !2#)!4 *
* * 1)15 2#)## *
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T+E CONST,-CTION O. $O-LE T,AC/S 0,OECT .O, T,ANS0O,TATION
SECTION C+-0ON*S-,AT C+AI9A STATION6
ST,-CT-,AL 7O,/ * ELE8ATE$ ,AIL7A9
ITE NO) $ESC,I0TION -NIT
1 ST+&CT&+E,% O+/S1)1 .OOTIN T90E 5
Concrete rade 15 for Lean Concrete cu)m) 5:121)"'
Concrete rade 35 for .oundation cu)m) 213)41
Compact sand cu)m) 213)41
,einforcement rade S$ 4( $2( ton 21)'!
,einforcement rade S$ 4( $25 ton 11)41
,einforcement rade S$ 4( $2# ton 3"()4!
,einforcement rade S$ 4( $3( ton 54)4"
1)2 ored pi&e dia) 12(( )Concrete cu)m) 15:4"1)"2
,einforcement rade S$ 4( $12 ton 3"2)#2
,einforcement rade S$ 4( $25 ton #4")3(
1)3 SINLE COL-N T90E SC1
Concrete cu)m) 3:!#2)""
,einforcement rade S$ 4( $12 ton 2#)54
,einforcement rade S$ 4( $1! ton '()''
,einforcement rade S$ 4( $2( ton 5()(5
,einforcement rade S$ 4( $25 ton 43)##
,einforcement rade S$ 4( $2# ton 52#)!(
1)4 0O,TAL .,AE T90E 01A
Concrete cu)m) 2:52()((
,einforcement rade S$ 4( $12 ton 12)33
,einforcement rade S$ 4( $1! ton #)4"
,einforcement rade S$ 4( $2( ton '4)!2
,einforcement rade S$ 4( $25 ton 1#)'"
,einforcement rade S$ 4( $2# ton 2(5)43
0restressed Tendons ton "5)35
1)5 Se;menta& o< irder T90E 2
Se;menta& o< irder 25m) m) 5()((
Se;menta& o< irder 2#m) m) 1!#)((
Se;menta& o< irder 3(m) m) !'()((
Se;menta& o< irder 35m) m) 2:(3()((
0restressed Tendons ton 411)!5
E
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Se;menta& o< irder 25m) m) 1(()((
Se;menta& o< irder 2#m) m) 112)((
Se;menta& o< irder 3(m) m) 1:(#()((
Se;menta& o< irder 35m) m) 14()((
0restressed Tendons ton 1!#)3!
E
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N$ LOISTIC
Chumphon*Surat
.ACTOE .
* * 1)15 5:#'()(! *
* * 1)15 245)42 *
* * 1)15 245)42 *
* * 1)15 25)2! *
* * 1)15 13)12 *
* * 1)15 42!)(3 *
* * 1)15 !2)!4 *
* * 1)15 1":"'2)4" *
* * 1)15 42#)"4 *
* * 1)15 '"4)3' *
* * 1)15 4:235)1' *
* * 1)15 32)#2 *
* * 1)15 1(4)!4 *
* * 1)15 5")5! *
* * 1)15 5()4! *
* * 1)15 !(")## *
* * 1)15 2:#'#)(( *
* * 1)15 14)1" *
* * 1)15 ')"4 *
* * 1)15 1(#)#1 *
* * 1)15 21)#2 *
* * 1)15 23!)24 *
* * 1)15 #!)!5
* * 1)15 5")5( *
* * 1)15 1'3)2( *
* * 1)15 "'3)5( *
* * 1)15 2:334)5( *
* * 1)15 4"3)4( *
* * 1)15 #44)!# *
* * 1)15 4(')4( *
* * 1)15 3:3"#)"( *
-NIT,ATE
AT+6
AO-NTAT+6
-NITE ,ATE <.. AT+6
TOTALAO-NTAT+6
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* * 1)15 115)(( *
* * 1)15 12#)#( *
* * 1)15 1:242)(( *
* * 1)15 1!1)(( *
* * 1)15 1'3)!1 *
* * 1)15 535)'( *
* * 1)15 22()#( ** * 1)15 4:2#")2( *
* * 1)15 '2)(( *
* * 1)15 ()2! *
* * 1)15 !)'( *
* * 1)15 #)"3 *
* * 1)15 1(:('#)3# ** * 1)15 ')4# *
* * 1)15 1'2)"2 *
* * 1)15 3#')"3 *
* * 1)15 '11)53 *
* * 1)15 41)## *
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