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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



Concrete


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



Concrete

Steel reinforceent !ain"SECTION A

SECTION

SECTION C


SECTION A

SECTION

SECTION C

SING%E CO%&MN TYPE SC1 The number of foundations

Concrete

Sei'ic #()er

Concrete


C1


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




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)"(


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









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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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




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


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









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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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




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( $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(


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








1)5 Se;menta& o< irder T90E 2


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:(#()((


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)## *

BOQ Elevate 20160224

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Transcript of BOQ Elevate 20160224