Precast Concrete Final Qty

8/18/2019 Precast Concrete Final Qty

1/66

SAUDI BINLADIN GROUP

Project CORRECTIONAL FACILITIES (P-1182) Phase 3, Jeddah

Company Pe!as" #a$%&a!"%'$ C*+a$, C$"a!" 31

Subject FINAL A#OUNT

I"e* $ Des!'+"'$ %$'" Ra"e.%a$"'"

S%/C$ SBG D'&&

31 R Fe$!e T+e 2

Precast Lm 3,050.00 5,012.354 4,931.54 !"0.600#

0 Ce Sa/

$ 1201 Pr%son $u%&'%ng (n%t !), * + #

-5 t/250mm m2 130.00 ,6"2.6"" ,6"2.6""

-3 t/400mm m2 160.00 31,"23.4"2 31,"23.4"2

31 A2 0 Ce Sa/

$ 500 Supermar/et + Cafeter%a

-3 t/400mm m2 160.00 359.24 359.24

$ 601 )a&e ccomo'at%on

-5 t/250mm m2 130.00 1,"".9"4 1,"".9"4

-3 t/400mm m2 160.00 59.264 59.264

$ 901 Support%ng $u%&'%ng !) + *#

-3 t/400mm m2 160.00 69.200 69.200

$ 903 Support%ng $u%&'%ng for )a Secur%ty + uarant%ne

-3 t/400mm m2 160.00 21.6"0 21.6"0

$ 1204 Pr%soner -ost%ng (n%t !) + *#

-3 t/400mm m2 160.00 2,366.96 2,366.96

$ 1500 Conjuga& %s%t

-5 t/250mm m2 130.00 90.024 90.024

-4 t/300mm m2 140.00 "5.152 "5.152

$ 1900 Scoo& !) + *#

-3 t/400mm m2 160.00 .3" .3"

-2 t/500mm m2 410.00 153.3 153.3

$ 2202 or/sops + ocat%ona& ra%n%ng !#

-3 t/400mm m2 160.00 69.200 69.200

$ 2400 7nformat%on $u%&'%ng

-4 t/300mm m2 140.00 ".552 ".552

$ 3000 )a%n 8%tcen

-3 t/400mm m2 160.00 2"5.624 2"5.624

-2 t/500mm m2 410.00 3"2.52 3"2.52

$ 3100 utomat%c $a/ery + Laun'ry

-4 t/300mm m2 140.00 142.""4 142.""4

-3 t/400mm m2 160.00 02.240 02.240

31 A3 D%/e Tee Sa/s

$ 1301 uarant%ne (n%t !) + *#

S&ab t/15mm m2 495.00 1,001.340 1,001.340

31 A N$-Sh'$4 G%" & B%$da 5a

:onsr%n/ grout Lm 125.00 5,012.354 4,931.54 !"0.600#

31 A6 Bea'$ S"'+s

$ 500 Supermar/et + Cafeter%a Lm 20.00 3.600 !3.600#


2/66



Company Pe!as" #a$%&a!"%'$ C*+a$, C$"a!" 31

Subject FINAL A#OUNT

I"e* $ Des!'+"'$ %$'" Ra"e.%a$"'"

S%/C$ SBG D'&&

$ 601 )a&e ccomo'at%on Lm 20.00 555.200 !555.200#

$ 901 Support%ng $u%&'%ng !) + *# Lm 20.00 11".000 !11".000#

$ 903 Support%ng $&'g for )a Se Lm 20.00 4.200 !4.200#

$ 1201 Pr%son $u%&'%ng (n%t !), * + Lm 20.00 ,166.112 !,166.112#

$ 1204 Pr%soner -ost%ng (n%t !) + Lm 20.00 425.600 !425.600#

$ 1301 uarant%ne (n%t !) + *# Lm 20.00 12".000 12".000

$ 1500 Conjuga& %s%t Lm 20.00 42.600 !42.600#

$ 1900 Scoo& !) + *# Lm 20.00 32.500 !32.500#

$ 2202 or/sops + ocat%ona& r Lm 20.00 11".000 !11".000#

$ 2400 7nformat%on $u%&'%ng Lm 20.00 1"."00 !1"."00#

$ 3000 )a%n 8%tcen Lm 20.00 106."00 !106."00#

$ 3100 utomat%c $a/ery + Laun'r Lm 20.00 160.40 !160.40#

31 A7 PCC S'd Sa/ "**

$ 3000 LP; an/ m2 1,040.00

31 A9 B 32 Gas S"a"'$ B%'d'$

-o&&o< core s&ab m2 140.00

Stee& -anger pc 1,435.00

$ear%ng Str%ps Lm 20.00

31 A8 S!%++e Da'$ pc 450.00 1"0.000 !1"0.000#

FINAL A#OUNT


3/66

A*%$"Re*a4s

S%/C$ SBG D'&&

15,2",69.0 15,041,"49.0 !245,"30.00#

99",49.44 99",49.44

5,091,5.12 5,091,5.12

21,398,187:27 21,132,367:27 (26,83:)

5,555."4 5,555."4

232,56.92 232,56.92

95,562.24 95,562.24

10",62.00 10",62.00

43,46"."0 43,46"."0

3",16.16 3",16.16

11,03.12 11,03.12

11,921.2" 11,921.2"

12,43".0" 12,43".0"

63,032.1 63,032.1

10",62.00 10",62.00

12,25.2" 12,25.2"

45,699."4 45,699."4

156,92".32 156,92".32

20,003.6 20,003.6

112,35".40 112,35".40

1,91,669:21 1,91,669:21 -

495,663.30 495,663.30

;6,773:3 ;6,773:3 -

626,544.25 616,469.25 !10,05.00#

727,6:26 717,7;:26 (1,96:)

1,42.00 !1,42.00#

'ue to ''en'um

no =ty %nContract

no =ty %nContract


4/66

A*%$"Re*a4s

S%/C$ SBG D'&&

11,104.00 !11,104.00#

2,360.00 !2,360.00#

944.00 !944.00#

143,322.24 !143,322.24#

",512.00 !",512.00#

2,560.00 2,560.00 not %n contract

"52.00 !"52.00#

650.00 !650.00#

2,360.00 !2,360.00#

36.00 !36.00#

2,136.00 !2,136.00#

3,209.40 !3,209.40#

199,2;9:7 2,67: (19,939:7)

- - -

- -

"1,000.00 !"1,000.00#

81,: (81,:)

2,23,28:77 23,918,77:2 (611,72:7)


5/66

Page 5 of 66



Subject PROGRESS BILLING F 0OLLO5 CORE SLAB - PRE#CO

Per%o' U+ " A%%s" 213

N Des!'+"'$ %$'".%a$"'"

Ra"ePe*! SBG

0 Ce Sa/

1 -CS 250 !-5# m2 9,561.0 9,561.0 130.00

2 -CS 300 !-4# m2 315.59 315.59 140.00

3 -CS 400 !-3# m2 3,"43.13 3,"43.13 160.00

4 -CS 500 !-2# m2 536.49 536.49 410.00

5 S&ab 15mm m2 1,001.34 1,001.34 495.00

6 $ear%ng Str%p Lm ","64."" 12".00 20.00

Pe!as" Fe$!e

6 >ence ype 2 Lm 5,012.35 4,931.5 3,050.00

:onSr%n/ ;rout Lm 5,012.35 4,931.5 125.00

for >ence ype 2

R&

" Scupper ra%n pcs 1"0.00 450.00


6/66

Page 6 of 66



Subject PROGRESS BILLING F 0OLLO5 CORE SLAB - PRE#CO

Per%o' U+ " A%%s" 213

.%a$"'"

TOTAL


7/66

Page of 66

A*%$"D'&&

Pe*! SBG

1,243,020.4" 1,243,020.4" 0.00

44,1"2.32 44,1"2.32 0.00

6,054,900.4" 6,054,900.4" 0.00

219,960.49 219,960.49 0.00

495,663.30 495,663.30 0.00

1,29.64 2,560.00 !14,3.64#

",235,024.1 ",060,2".0

15,2",69.0 15,041,"49.0 !245,"30.00#

626,544.25 616,469.25 !10,05.00#

15,914,223.95 15,65",31".95

"1,000.00 0.00 !"1,000.00#


8/66

Page " of 66

A*%$"

"1,000.00 0.00

2,23,28:77 23,918,77:2 (611,72:7)


9/66

Page 9 of 66



SubCon PRECAST #ANUFACTURING CO#PAN< C$"a!" N: 31

Subject FINAL .UANTITES (Fe$!e = 0 Ce Sa/)

I"e* $ Des!'+"'$ %$'" .%a$"'" Ra"e

I Fe$!e T+e 2

Precast Lm 4,931.54 3,050.00

0 Ce Sa/

$ 1201 Pr%son $u%&'%ng (n%t !), * + #

-5 t/250mm m2 ,6"2.6"" 130.00

-3 t/400mm m2 31,"23.4"2 160.00

II 0 Ce Sa/


-3 t/400mm m2 359.24 160.00


-5 t/250mm m2 1,"".9"4 130.00

-3 t/400mm m2 59.264 160.00

$ 901 Support%ng $u%&'%ng !) + *#

-3 t/400mm m2 69.200 160.00


-3 t/400mm m2 21.6"0 160.00

$ 1204 Pr%soner -ost%ng (n%t !) + *#

-3 t/400mm m2 2,366.96 160.00


-5 t/250mm m2 90.024 130.00

-4 t/300mm m2 "5.152 140.00

$ 1900 Scoo& !) + *#

-3 t/400mm m2 .3" 160.00

-2 t/500mm m2 153.3 410.00


10/66

Page 10 of 66





I"e* $ Des!'+"'$ %$'" .%a$"'" Ra"e


-3 t/400mm m2 69.200 160.00


-4 t/300mm m2 ".552 140.00

$ 3000 )a%n 8%tcen

-3 t/400mm m2 2"5.624 160.00

-2 t/500mm m2 3"2.52 410.00


-4 t/300mm m2 142.""4 140.00

-3 t/400mm m2 02.240 160.00


11/66

Page 11 of 66





I"e* $ Des!'+"'$ %$'" .%a$"'" Ra"e

III D%/e Tee Sa/s

$ 1301 uarant%ne (n%t !) + *#

S&ab t/15mm m2 1,001.341 495.00

I> N$-Sh'$4 G%" & B%$da 5a

:onsr%n/ grout Lm 4,931.54 125.00

> Bea'$ S"'+s

$ 500 Supermar/et + Cafeter%a Lm 20.00

$ 601 )a&e ccomo'at%on Lm 20.00

$ 901 Support%ng $u%&'%ng !) + *# Lm 20.00

$ 903 Support%ng $&'g for )a Sec + uaran Lm 20.00

$ 1201 Pr%son $u%&'%ng (n%t !), * + # Lm 20.00

$ 1204 Pr%soner -ost%ng (n%t !) + *# Lm 20.00

$ 1301 uarant%ne (n%t !) + *# Lm 12".000 20.00

$ 1500 Conjuga& %s%t Lm 20.00

$ 1900 Scoo& !) + *# Lm 20.00

$ 2202 or/sops + ocat%ona& ra%n%ng !# Lm 20.00

$ 2400 7nformat%on $u%&'%ng Lm 20.00

$ 3000 )a%n 8%tcen Lm 20.00

$ 3100 utomat%c $a/ery + Laun'ry Lm 20.00

>I B 32 Gas S"a"'$ B%'d'$

-o&&o< core s&ab m2 140.00



12/66

Page 12 of 66





I"e* $ Des!'+"'$ %$'" .%a$"'" Ra"e


>II S!%++e Da'$ pc 450.00

FINAL A#OUNT


13/66

Page 13 of 66

A*%$"

15,041,"49.0

99",49.44

5,091,5.12

21,132,367:27

5,555."4

232,56.92

95,562.24

10",62.00

43,46"."0

3",16.16

11,03.12

11,921.2"

12,3"0.4"

63,032.1


14/66

Page 14 of 66

A*%$"

10",62.00

12,25.2"

45,699."4

156,92".32

20,003.6

112,35".40

1,91,;;:71


15/66

Page 15 of 66

A*%$"

495,663."0

;6,773:8

616,469.25

717,7;:26

2,560.00

2,67:


16/66

Page 16 of 66

A*%$"

23,918,68:;2


17/66

Page 1 of 66



SubCon PRECAST #ANUFACTURING CO#PAN<

Subject FINAL .UANTITES

I"e* $ Des!'+"'$ %$'"

.%a$"'"

Ra"eSBG Pe*!

I Fe$!e T+e 2

Precast Lm 4,931.54 4,902."60 3,050.00

0 Ce Sa/

$ 1201 Pr%son $u%&'%ng (n%t !), * + #

-5 t/250mm m2 ,6"2.6"" ??? 130.00

-3 t/400mm m2 31,"23.4"2 ??? 160.00

II 0 Ce Sa/


-3 t/400mm m2 359.24 ??? 160.00


-5 t/250mm m2 1,"".9"4 ??? 130.00

-3 t/400mm m2 59.264 ??? 160.00

$ 901 Support%ng $u%&'%ng !) + *#

-3 t/400mm m2 69.200 ??? 160.00


-3 t/400mm m2 21.6"0 ??? 160.00

$ 1204 Pr%soner -ost%ng (n%t !) + *#

-3 t/400mm m2 2,366.96 ??? 160.00


-5 t/250mm m2 90.024 ??? 130.00

-4 t/300mm m2 "5.152 ??? 140.00

$ 1900 Scoo& !) + *#

-3 t/400mm m2 .3" .3" 160.00

-2 t/500mm m2 153.3 ??? 410.00


18/66

Page 1" of 66





I"e* $ Des!'+"'$ %$'"

.%a$"'"

Ra"eSBG Pe*!


-3 t/400mm m2 69.200 ??? 160.00


-4 t/300mm m2 ".552 ??? 140.00

$ 3000 )a%n 8%tcen

-3 t/400mm m2 2"5.624 ??? 160.00

-2 t/500mm m2 3"2.52 ??? 410.00


-4 t/300mm m2 142.""4 ??? 140.00

-3 t/400mm m2 02.240 ??? 160.00

III D%/e Tee Sa/s

$ 1301 uarant%ne (n%t !) + *#

S&ab t/15mm m2 1,001.341 ??? 495.00

I> N$-Sh'$4 G%" & B%$da 5a

:onsr%n/ grout Lm 4,931.54 4,902."60 125.00

> Bea'$ S"'+s

$ 500 Supermar/et + Cafeter%a Lm 3.600 20.00

$ 601 )a&e ccomo'at%on Lm 555.200 20.00

$ 901 Support%ng $u%&'%ng !) + *# Lm 11".000 20.00

$ 903 Support%ng $&'g for )a Sec + Lm 4.200 20.00

$ 1201 Pr%son $u%&'%ng (n%t !), * + # Lm ,166.112 20.00


19/66

Page 19 of 66





I"e* $ Des!'+"'$ %$'"

.%a$"'"

Ra"eSBG Pe*!

$ 1204 Pr%soner -ost%ng (n%t !) + *# Lm 425.600 20.00

$ 1301 uarant%ne (n%t !) + *# Lm 12".000 20.00

$ 1500 Conjuga& %s%t Lm 42.600 20.00

$ 1900 Scoo& !) + *# Lm 32.500 20.00

$ 2202 or/sops + ocat%ona& ra%n%ng Lm 11".000 20.00

$ 2400 7nformat%on $u%&'%ng Lm 1"."00 20.00

$ 3000 )a%n 8%tcen Lm 106."00 20.00

$ 3100 utomat%c $a/ery + Laun'ry Lm 160.40 20.00

>I B 32 Gas S"a"'$ B%'d'$

-o&&o< core s&ab m2 140.00



>II S!%++e Da'$ pc 450.00

FINAL A#OUNT


20/66

Page 20 of 66

A*%$"

D'&&SBG Pe*!

15,041,"49.0 14,953,23.00

99",49.44 99",49.44

5,091,5.12 5,091,5.12

21,132,367:27 21,,22;:67 "",126.0

5,555."4 5,555."4

232,56.92 232,56.92

95,562.24 95,562.24

10",62.00 10",62.00

43,46"."0 43,46"."0

3",16.16 3",16.16

11,03.12 11,03.12

11,921.2" 11,921.2"

12,3"0.4" 12,43".0"

63,032.1 63,032.1


21/66

Page 21 of 66

A*%$"

D'&&SBG Pe*!

10",62.00 10",62.00

12,25.2" 12,25.2"

45,699."4 45,699."4

156,92".32 156,92".32

20,003.6 20,003.6

112,35".40 112,35".40

1,91,;;:71 1,91,669:21 (69:7)

495,663."0 495,663."0

;6,773:8 ;6,773:8 -

616,469.25 612,"5.50

717,7;:26 712,869:6 3,711:96

1,42.00

11,104.00

2,360.00

944.00

143,322.24


22/66

Page 22 of 66

A*%$"

D'&&SBG Pe*!

",512.00

2,560.00

"52.00

650.00

2,360.00

36.00

2,136.00

3,209.40

2,67: 199,2;9:7 (19,939:7)

23,918,68:;2 23,81,76:91 (83,67:9;)


23/66

0

Page 23 of 66

SAUDI BINLADIN GROUPProject CORRECTIONAL FACILITIES (P-1182) Phase 3, Jeddah

Subject 0OLLO5 CORE SLAB (Pe B%'d'$ %$'")

I"e* $ Des!'+"'$ %$'" 5 L Pa$es Bd Ns Aea F'$a

1 B 6 S%+e*a4e" = Ca&e"e'a

-3 t/400mm m2 1.200 9.60 29 1 336.516

-3 t/400mm m2 1.000 9.60 2 1 19.340 366:867

2 B 71 #ae A!!*da"'$

-5 t/250mm m2 0."00 ".00 " 1 51.64"

-5 t/250mm m2 0.600 ".00 " 1 3".36

-5 t/250mm m2 1.200 ".00 120 1 1,162.0"0 1,

-5 t/250mm m2 1.050 ".220 4 1 34.524

-5 t/250mm m2 1.200 ".220 34 1 335.36

1,722:37 1,

-5 t/250mm m2 1.200 6.120 1" 1 132.192

-5 t/250mm m2 0.600 6.120 1 1 3.62

136:87

-3 t/400mm m2 1.200 10."20 46 1 59.264

6;9:27

3 B ;1 S%++"'$ B%'d'$ (# =


24/66

0

Page 24 of 66




B ;3 S%++"'$ B%'d'$ & #a? Se!%'" = .%aa$"'$e

-3 t/400mm m2 1.200 11.320 2 2 54.336

-3 t/400mm m2 1.000 11.320 1 2 22.640

-3 t/400mm m2 1.200 11.320 2 190.16

279:162

6 B 121 P's$ B%'d'$ U$'" (#, < = 5)

-3 t/400mm m2 1.200 10.420 19 24 5,01."24 5,

-3 t/400mm m2 1.200 9."06 2 24 564."26

-3 t/400mm m2 1.200 ".550 2 24 492.4"0 4

-3 t/400mm m2 1.200 .30 1 24 210.442 2

-3 t/400mm m2 1.200 6.051 1 24 14.269

-3 t/400mm m2 1.200 6.03 1 24 13."66

-3 t/400mm m2 1.200 .293 1 24 210.03" 2

-3 t/400mm m2 1.200 5.620 2 24 323.12

-3 t/400mm m2 1.04" 10.420 1 24 262.0"4

-3 t/400mm m2 0.00 10.420 1 24 15.056


25/66

0

Page 25 of 66




-3 t/400mm m2 1.003 10.420 2 24 501.660

-3 t/400mm m2 0.50 10.420 3 24 562.6"0

-3 t/400mm m2 1.035 10.420 1 24 25"."33

-3 t/400mm m2 0.35 5.620 4 24 396.54

1,8:317 1,

-5 t/250mm m2 1.200 .020 36 24 ,2".336 ,

-5 t/250mm m2 0.40 .020 1 24 124.65

-5 t/250mm m2 0.5 .020 1 24 130.52

9,633:683 9,

-3 t/400mm m2 1.200 13."20 30 24 11,940.4"0 11,9

-3 t/400mm m2 0.00 10.93 2 24 36".693

-3 t/400mm m2 1.200 12.13 2 24 01.165

-3 t/400mm m2 1.200 13.33 2 24 0.2"5

-3 t/400mm m2 0.9"3 13."20 4 24 1,304.166 1,

-3 t/400mm m2 1.000 13."20 4 24 1,326.20 1,

-3 t/400mm m2 1.034 13."20 2 24 6"5.914


26/66

0

Page 26 of 66




-3 t/400mm m2 0.00 13."20 2 24 464.352

-3 t/400mm m2 1.200 13.34 2 24 0.342

-3 t/400mm m2 1.200 12.14 2 24 01.222

-3 t/400mm m2 0.00 10.94 2 24 36".26

1;,2:77 2,

7 B 12 P's$e 0s"'$ U$'" (# =


27/66

0

Page 2 of 66




S&ab t/15mm m2 1.56 15."40 36 1 1,1:31 1,

$ear%ng str%p Lm 12".000 1

8 B 16 C$@%a >'s'"-5 t/250mm m2 0.50 6."20 2 1 10.230

-5 t/250mm m2 1.200 6."20 9 1 3.656

83:887

-4 t/300mm m2 1.200 "."0 6 1 63."64

-4 t/300mm m2 0.50 "."0 1 1 6.653

-4 t/300mm m2 1.050 "."0 1 1 9.314

9;:83

; B 1; S!h (# =


28/66

0"

Page 2" of 66



I"e* $ Des!'+"'$ %$'" 5 L Pa$es Bd Ns Aea F'$a A

779:88 79

11 B 2 I$&*a"'$ B%'d'$

-4 t/300mm m2 1.200 9.120 1 6.60"

-4 t/300mm m2 1.000 9.120 1 1 9.120 1

86:928 8


29/66

0

Page 29 of 66




12 B 3 #a'$ '"!he$

-3 t/400mm m2 1.000 11.220 1 1 11.220

-3 t/400mm m2 1.200 11.220 " 1 10.12 -3 t/400mm m2 1.000 11.420 1 1 11.420

-3 t/400mm m2 1.200 11.420 11 1 150.44

281:;7

-2 t/500mm m2 1.200 13.290 23 1 366."04

-2 t/500mm m2 1.000 13.290 1 1 13.290

38:;

13 B 31 A%"*a"'! Ba4e = La%$d

-4 t/300mm m2 0.650 ".505 1 1 5.52"

-4 t/300mm m2 1.200 ".505 12 1 122.42

-4 t/300mm m2 0.950 ".505 1 1 ".0"0

137:8

-3 t/400mm m2 1.200 10.30 2 1 335.9""

-3 t/400mm m2 0.50 10.30 1 1 ."

-3 t/400mm m2 1.043 10.420 1 1 10."6"

-3 t/400mm m2 1.042 10.420 1 1 10."5"

-3 t/400mm m2 1.200 10.420 10 1 125.040

-3 t/400mm m2 0.00 11.320 2 1 15."4"

-3 t/400mm m2 1.200 11.320 13 1 16.592


30/66

0"

Page 30 of 66



I"e* $ Des!'+"'$ %$'" 5 L Pa$es Bd Ns Aea F'$a A

782:;91 9

1 B 32 Gas S"a"'$ B%'d'$

-4 t/300mm m2 1.200 .420 2

-4 t/300mm m2 0.920 .420 2

-4 t/300mm m2 1.050 .420 2

-

TOTAL *2 6,92;:17; 8,6

SU##AR<

-5 t/250mm m2 9,561.696 130.00 1,243,

-4 t/300mm m2 315.5"" 140.00 44,

-3 t/400mm m2 3,"42.6" 160.00 6,054,

-2 t/500mm m2 536.4"9 410.00 219,

S&ab t/15mm m2 1,001.341 495.00 495,

8,69,

$ear%ng Str%p Lm 12" 20.00 2,

2,

8,7,


31/66

0"

Page 31 of 66

S"'+ Le$"h

3."

30.6

0.00

0.00

11.32


32/66

0" @u

Page 32 of 66

S"'+ Le$"h

4.53


33/66

0" @

Page 33 of 66

S"'+ Le$"h

"91.33

149.10


34/66

0" @

Page 34 of 66

S"'+ Le$"h

1,521.

"5.6


35/66

0"

Page 35 of 66

S"'+ Le$"h

0.00

6.14

5.32

4.59

0.00


36/66

0" @

Page 36 of 66

S"'+ Le$"h

11.32

1."2


37/66

0" @

Page 3 of 66

S"'+ Le$"h

4.53

2.66

6."0


38/66

0" @u&

Page 3" of 66

S"'+ Le$"h

19.2

0.00

2,82:37


39/66

Fe$!e T+e 2 = Fe$!e T+e 2 = 2A

Eea"'$ S'de $%*/e Ns & Pa$es Pa$e L* T"a L*

101 1 5" 2.500 145.000

101 1$ 2" 2.500 0.000

101 1$ 1 1.29 1.29

101 2 25 2.500 62.500

101 2$ 23 2.500 5.500

101 3 1 2.500 2.500

101 3 1 0.465 0.465

101 3 2 2.390 4."0

101 4 1 1.162 1.162

101 4 3 2.500 .500

101 4 1 0.962 0.962

101 4 2 1.505 3.010

101 5 1 1.255 1.255

101 5 2.500 1.500

101 5 1 1.455 1.455

101 6 2 1.313 2.626

101 6 1 2.023 2.023

101 6 1 1.23 1.23

101 6 1 1.212 1.212

101 6 3 2.500 .500101 6 1 1.212 1.212

101 1 1.65 1.65

101 22 2.500 55.000

101 1 2.554 2.554

101 " 1 2.0"0 2.0"0

101 " 1 1.331 1.331

101 9 2 2.063 4.126

101 9 2 1.313 2.626

101 9 2 1.505 3.010

1;7 76:79

102 10 1 0.962 0.962

102 10 3 2.500 .500

102 10 1 1.162 1.162

102 11 1 2.340 2.340

102 11 31 2.500 .500

102 11 1 1.""0 1.""0

102 12 1 1.200 1.200

102 12 4 2.500 11.500

102 13 49 2.500 122.500


40/66


41/66

Fe$!e T+e 2 = Fe$!e T+e 2 = 2A


102 13$ 49 2.500 122.500

102 13$ 1 1.51 1.51

186 67:716

103 14 19 2.500 4.500

103 14 1 2.2"0 2.2"0

103 15 1 2.500 42.500

103 15 1 1.960 1.960

103 16 1 2.500 42.500

103 16 1 1.35 1.35

103 16 1 1.140 1.140

103 16 1 2.500 2.500

103 16 1 1.540 1.540103 16 1 1.490 1.490

103 16 1 1.40 1.40

103 16$ 1 1.40 1.40

103 16$ 1 1.490 1.490

103 16$ 1 1.540 1.540

103 16$ 1 2.500 2.500

103 16$ 1 1.140 1.140

103 16$ 1 0.990 0.990

103 16$ 2 2.500 5.000

103 16$ 1 1.40 1.40

103 1 16 2.500 40.000

103 1" 55 2.500 13.500

103 1"$ 3 2.500 .500

103 1"$ 1 1."92 1."92

103 1"$ 1 1.4"0 1.4"0

103 1"$ 15 2.500 3.500

103 1"$ 1 1.4"0 1.4"0

103 19 15 2.500 3.500

103 19 1 1.0"0 1.0"0

103 19 1 1.145 1.145

103 19 15 2.500 3.500

1; 77:1

104 20 15 2.500 3.500

104 20 1 1.0"0 1.0"0

104 20 1 1.0"0 1.0"0

104 20 15 2.500 3.500

104 21 15 2.500 3.500


42/66


43/66

Fe$!e T+e 2 = Fe$!e T+e 2 = 2A


104 21 1 1.0"0 1.0"0

104 22 1 1.0"0 1.0"0

104 22 15 2.500 3.500

104 23 36 2.500 90.000

104 23 1 1.2"0 1.2"0

104 24 15 2.500 3.500

104 24 1 2.030 2.030

104 25 36 2.500 90.000

104 25$ 56 2.500 140.000

2; 616:13

105 25C 56 2.500 140.000

105 25 56 2.500 140.000105 25A 56 2.500 140.000

105 25> 54 2.500 135.000

105 25> 1 0.490 0.490

223 666:;

106 26 5" 2.500 145.000

106 26$ 43 2.500 10.500

106 26$ 1 1.210 1.210

106 26$ 1 1.50 1.50

106 26$ 9 2.500 22.500

106 2 5 2.500 12.500

106 2 1 2.500 2.500

106 2 32 2.500 "0.000

106 2 1 2.20 2.20

106 2" 1 2.500 2.500

106 2" 14 2.500 35.000

106 2"$ 59 2.500 14.500

226 67:23

10 2"C 25 2.500 62.500

10 2"C 1 1.650 1.650

10 29 1 1.590 1.590

10 29 2" 2.500 0.000

10 29$ 2" 2.500 0.000

10 29$ 1 1.590 1.590

10 30 1 1.560 1.560

10 30 25 2.500 62.500

10 30$ 1" 2.500 45.000


44/66


45/66

Fe$!e T+e 2 = Fe$!e T+e 2 = 2A


10 30$ 1 1.250 1.250

10 31 1 1.6"0 1.6"0

10 31 3" 2.500 95.000

10 31$ 49 2.500 122.500

10 31$ 1 2.425 2.425

218 63;:26

10" 32 1 1.5"0 1.5"0

10" 32 5 2.500 12.500

10" 32 1 0.9 0.9

10" 32$ 1 1.419 1.419

10" 32$ 1 1.440 1.440

10" 32C 1 1.430 1.430

10" 32C 1" 2.500 45.000

10" 33 1 1.4"0 1.4"0

10" 33 19 2.500 4.500

10" 33$ 41 2.500 102.500

10" 33$ 1 1.0"0 1.0"0

10" 34 1 2.190 2.19010" 34 13 2.500 32.500

10" 34$ 59 2.500 14.500

10" 34C 13 2.500 32.500

10" 34C 1 1.1" 1.1"

10" 35 1 1.190 1.190

10" 35 2 2.500 6.500

10" 35 1 1.35 1.35

27 62:732

109 35$ 1 1.600 1.600

109 35$ 5 2.500 142.500

109 35$ 1 1.59" 1.59"

109 36 1 1.332 1.332

109 36 56 2.500 140.000

109 36$ 33 2.500 "2.500

109 36$ 1 2.3"0 2.3"0

109 36$ 1 1.4"3 1.4"3

109 36$ 12 2.500 30.000


46/66


47/66

Fe$!e T+e 2 = Fe$!e T+e 2 = 2A


109 36C 42 2.500 105.000

109 36C 1 1.6 1.6

27 61:9

110 3 2 1.2"0 2.560

110 3 56 2.500 140.000

110 3$ 41 2.500 102.500

110 3$ 1 0.910 0.910

110 39$ 1 1.390 1.390

110 39$ 3 2.500 .500

110 39$ 1 1.6"5 1.6"5

110 39$ 1 1.950 1.950

110 39$ 20 2.500 50.000

110 39$ 1 1.26" 1.26"

110 39C 1 1.142 1.142

110 39C 1 2.500 2.500

110 39C 1 1.143 1.143

110 39 1 1."40 1."40

110 39 1 2.500 2.500110 39 1 2.10 2.10

110 39A 1 2.155 2.155

110 39A 1 2.500 2.500

110 39A 1 2.155 2.155

110 39> 1 0.36 0.36

110 39> 1 2.500 2.500

110 39> 1 0.256 0.256

13; 331:37

TOTAL LENGT0 ,;2:87 3,050.00

;rout 4,902."60 125.00


48/66

14,953,23.000

612,"5.500

15,566,5"0.500


49/66

Fe$!e T+e 2 = Fe$!e T+e 2 = 2A

Eea"'$ S'de $%*/e L :os Le$"h T"a

101 1 0.020 5" 1.160 145.010

101 1 2.4"0 5" 143."40

101 1 0.010 1 0.010

101 1$ 0.010 1 0.010 1.32

101 1$ 2.4"0 2" 69.440

101 1$ 1.29 1 1.29

101 1$ 0.020 29 0.5"0

101 2$ 0.020 50 1.000 122.9"5

101 2$ 2.4"0 49 121.520

101 2$ 0.465 1 0.465

101 3 2.392 2 4."4 4."04

101 3 0.020 1 0.020

101 4 1.162 1 1.162 9.944

101 4 2.4"0 3 .440

101 4 1.262 1 1.262

101 4 0.020 4 0.0"0

101 4 1.205 1 1.205 2.50

101 4 1.505 1 1.505

101 4 0.020 2 0.040

101 4 1.313 2 2.626 2.666

101 4 0.020 2 0.040

101 5 1.255 1 1.255 20.250

101 5 2.4"0 1.360

101 5 1.455 1 1.455

101 5 0.020 9 0.1"0

101 6 2.023 2 4.046 4.066

101 6 0.020 1 0.020

101 6 1.162 1 1.162 9.944

101 6 2.4"0 3 .440

101 6 1.262 1 1.262

101 6 0.020 4 0.0"0

101 1.65 1 1.65 5".400

101 2.4"0 22 54.560

101 1.615 1 1.615

101 0.020 23 0.460101 " 1.141 1 1.141 2.512

101 " 1.331 1 1.331

101 " 0.020 2 0.040


50/66

461.490


51/66

Fe$!e T+e 2 = Fe$!e T+e 2 = 2A


101 9 2.063 2 4.126 4.166

101 9 0.020 2 0.040

101 9 1.313 2 2.626 2.666

101 9 0.020 2 0.040

102 10 1.505 2 3.010 3.050

102 10 0.020 2 0.040

102 10 0.962 1 0.962 9.644

102 10 2.4"0 3 .440

102 10 1.162 1 1.162

102 10 0.020 4 0.0"0

102 11 2.340 1 2.340 "1.41

102 11 2.4"0 31 6.""0102 11 1.""1 1 1.""1

102 11 0.020 32 0.640

102 12 1.195 1 1.195 11".35

102 12 2.4"0 4 116.560

102 12 0.020 49 0.9"0

102 13 2.4"0 49 121.520 122.510

102 13 0.020 49 0.9"0

102 13 0.010 1 0.010

102 13$ 2.4"0 49 121.520 124.039

102 13$ 1.509 1 1.509

102 13$ 0.020 50 1.000

102 13$ 0.010 1 0.010

103 14 2.4"0 19 4.120 49."21

103 14 2.2"1 1 2.2"1

103 14 0.020 21 0.420

103 15 2.4"0 1" 44.640 4.003

103 15 1.963 1 1.963

103 15 0.020 20 0.400

103 16 2.4"0 1" 44.640 46.3

103 16 1.35 1 1.35

103 16 0.020 19 0.3"0

103 16 1.140 1 1.140 5.200

103 16 2.4"0 1 2.4"0

103 16 1.540 1 1.540

103 16 0.020 2 0.040

103 16 1.390 1 1.390 3.000

103 16 1.50 1 1.50


52/66

459.19

46."02


53/66

Fe$!e T+e 2 = Fe$!e T+e 2 = 2A


103 16 0.020 2 0.040

103 16$ 1.30 1 1.30 3.000

103 16$ 1.590 1 1.590

103 16$ 0.020 2 0.040

103 16$ 1.440 1 1.440 .00

103 16$ 2.4"0 2 4.960

103 16$ 1.240 1 1.240

103 16$ 0.020 3 0.060

103 16$ 0.990 1 0.990 .500

103 16$ 2.4"0 2 4.960

103 16$ 1.40 1 1.40

103 16$ 0.020 4 0.0"0103 1 2.4"0 16 39.6"0 40.010

103 1 0.020 16 0.320

103 1 0.010 1 0.010

103 1" 2.4"0 56 13".""0 140.000

103 1" 0.020 55 1.100

103 1" 0.010 2 0.020

103 1"$ 2.4"0 3 .440 9.422

103 1"$ 1."92 1 1."92

103 1"$ 0.020 4 0.0"0

103 1"$ 0.010 1 0.010

103 1"$ 1.4"3 2 2.966 40.526

103 1"$ 2.4"0 15 3.200

103 1"$ 0.020 1" 0.360

103 19 2.4"0 15 3.200 3".620

103 19 1.0"0 1 1.0"0

103 19 0.020 1 0.340

103 19 1.0"3 1 1.0"3 3".623

103 19 2.4"0 15 3.200

103 19 0.020 1 0.340

104 20 2.4"0 15 3.200 3".61"

104 20 1.0" 1 1.0"

104 20 0.020 1 0.340

104 20 1.0"0 1 1.0"0 3".620

104 20 2.4"0 15 3.200

104 20 0.020 1 0.340

104 21 1.0"0 1 1.0"0 3".620

104 21 2.4"0 15 3.200


54/66

514.60"


55/66

Fe$!e T+e 2 = Fe$!e T+e 2 = 2A


104 21 0.020 1 0.340

104 22 1.0"0 1 1.0"0 3".620

104 22 2.4"0 15 3.200

104 22 0.020 1 0.340

104 23 1.2"0 1 1.2"0 91.310

104 23 2.4"0 36 "9.2"0

104 23 0.020 3 0.40

104 23 0.010 1 0.010

104 24 2.4"0 15 3.200 3"."10

104 24 1.2"0 1 1.2"0

104 24 0.020 16 0.320104 24 0.010 1 0.010

104 25 2.4"0 36 "9.2"0 90.010

104 25 0.020 36 0.20

104 25 0.010 1 0.010

104 25$ 2.4"0 56 13".""0 140.000

104 25$ 0.020 55 1.100

104 25$ 0.010 2 0.020

105 25C 2.4"0 56 13".""0 140.000

105 25C 0.020 55 1.100

105 25C 0.010 2 0.020

105 25 2.4"0 56 13".""0 140.000

105 25 0.020 55 1.100

105 25 0.010 2 0.020

105 25A 2.4"0 56 13".""0 140.000

105 25A 0.020 55 1.100

105 25A 0.010 2 0.020

105 25> 2.4"0 49 121.520 124.330

105 25> 1."00 1 1."00

105 25> 0.020 50 1.000

105 25> 0.010 1 0.010

106 26 2.4"0 5" 143."40 145.010

106 26 0.020 5" 1.160

106 26 0.010 1 0.010

106 26$ 2.4"0 43 106.640 10".29

106 26$ 1.209 1 1.209


56/66


57/66

Fe$!e T+e 2 = Fe$!e T+e 2 = 2A


106 26$ 0.020 43 0."60

106 26$ 0.010 2 0.020

106 26$ 1.31 1 1.31 24.261

106 26$ 2.4"0 9 22.320

106 26$ 0.020 10 0.200

106 26$ 0.010 1 0.010

106 26$ 2.4"0 5 12.400 14.359

106 26$ 1."29 1 1."29

106 26$ 0.020 6 0.120

106 26$ 0.010 1 0.010

106 2 2.4"0 31 6.""0 9."10

106 2 2.20 1 2.20

106 2 0.020 33 0.660

106 2" 1.4"0 1 1.4"0 36.510

106 2" 2.4"0 14 34.20

106 2" 0.020 15 0.300

106 2" 0.010 1 0.010

106 2"$ 2.4"0 59 146.320 14.500106 2"$ 0.020 5" 1.160

106 2"$ 0.010 2 0.020

10 2"C 2.4"0 25 62.000 64.160

10 2"C 1.650 1 1.650

10 2"C 0.020 25 0.500

10 2"C 0.010 1 0.010

10 29 1.590 1 1.590 1.600

10 29 2.4"0 2" 69.440

10 29 0.020 2" 0.560

10 29 0.010 1 0.010

10 29$ 2.4"0 2" 69.440 1.600

10 29$ 1.590 1 1.590

10 29$ 0.020 2" 0.560

10 29$ 0.010 1 0.010

10 30 1.561 1 1.561 64.01

10 30 2.4"0 25 62.000

10 30 0.020 25 0.500


58/66

531.152


59/66

Fe$!e T+e 2 = Fe$!e T+e 2 = 2A


10 30 0.010 1 0.010

10 30$ 2.4"0 1 42.160 44.060

10 30$ 1.550 1 1.550

10 30$ 0.020 1 0.340

10 30$ 0.010 1 0.010

10 31 1.3"1 1 1.3"1 96.391

10 31 2.4"0 3" 94.240

10 31 0.020 3" 0.60

10 31 0.010 1 0.010

10 31$ 2.4"0 4 116.560 119.20

10 31$ 1.60 1 1.60

10 31$ 0.020 4 0.940

10 31$ 0.010 1 0.010

10" 32 1.5"1 1 1.5"1 14.900

10" 32 2.4"0 5 12.400

10" 32 0.9 1 0.9

10" 32 0.020 0.140

10" 32$ 1.419 1 1.419 2.59"10" 32$ 1.139 1 1.139

10" 32$ 0.020 2 0.040

10" 32C 1.31 1 1.31 46.51

10" 32C 2.4"0 1" 44.640

10" 32C 0.020 19 0.3"0

10" 33 1.4"0 1 1.4"0 49.010

10" 33 2.4"0 19 4.120

10" 33 0.020 20 0.400

10" 33 0.010 1 0.010

10" 33$ 2.4"0 41 101.6"0 103.5"

10" 33$ 1.0 1 1.0

10" 33$ 0.020 41 0."20

10" 33$ 0.010 1 0.010

10" 34 2.190 1 2.190 34.00

10" 34 2.4"0 13 32.240

10" 34 0.020 13 0.260

10" 34 0.010 1 0.010


60/66

502.21


61/66

Fe$!e T+e 2 = Fe$!e T+e 2 = 2A


10" 34$ 2.4"0 59 146.320 14.500

10" 34$ 0.020 5" 1.160

10" 34$ 0.010 2 0.020

10" 34C 2.4"0 13 32.240 33.1

10" 34C 1.1" 1 1.1"

10" 34C 0.020 14 0.2"0

10" 34C 0.010 1 0.010

10" 35 1.190 1 1.190 69.95"

10" 35 2.4"0 2 66.960

10" 35 1.20" 1 1.20"

10" 35 0.020 30 0.600

109 35$ 1.59" 2 3.196 150.56

109 35$ 2.4"0 59 146.320

109 35$ 0.020 62 1.240

109 36 1.332 1 1.332 146.342

109 36 2.4"0 5" 143."40

109 36 0.020 5" 1.160

109 36 0.010 1 0.010109 36$ 2.4"0 35 "6."00 "9."90

109 36$ 2.3"0 1 2.3"0

109 36$ 0.020 35 0.00

109 36$ 0.010 1 0.010

109 36$ 1.4"3 1 1.4"3 31.493

109 36$ 2.4"0 12 29.60

109 36$ 0.020 12 0.240

109 36$ 0.010 1 0.010

109 36C 2.4"0 44 109.120 110.993

109 36C 0.9"3 1 0.9"3

109 36C 0.020 44 0.""0

109 36C 0.010 1 0.010

110 3 1.2"0 2 2.560 142.610

110 3 2.4"0 56 13".""0

110 3 0.020 5" 1.160

110 3 0.010 1 0.010

110 3$ 2.4"0 41 101.6"0 103.419


62/66


63/66

Fe$!e T+e 2 = Fe$!e T+e 2 = 2A


110 3$ 0.909 1 0.909

110 3$ 0.020 41 0."20

110 3$ 0.010 1 0.010

110 39$ 1.6"5 2 3.30 15."90

110 39$ 2.4"0 5 12.400

110 39$ 0.020 6 0.120

110 39$ 2.254 1 2.254 61.042

110 39$ 2.4"0 23 5.040

110 39$ 1.26" 1 1.26"

110 39$ 0.020 24 0.4"0

110 39C 1.142 1 1.142 4.505

110 39C 2.4"0 1 2.4"0

110 39C 0."43 1 0."43

110 39C 0.020 2 0.040

110 39 1."40 1 1."40 6.550

110 39 2.4"0 1 2.4"0

110 39 2.10 1 2.10

110 39 0.020 3 0.060110 39A 2.155 1 2.155 6.550

110 39A 2.4"0 1 2.4"0

110 39A 1."55 1 1."55

110 39A 0.020 3 0.060

110 39> 2.09 1 2.09 14.13

110 39> 2.4"0 4 9.920

110 39> 2.5 1 2.5

110 39> 0.020 6 0.120

TOTAL LENGT0 4,931.5


64/66


65/66

Fe$!e T+e 2 = 2A

101 216.33 454.356

12."5

30.194

"0.040

102 101.249 466.533

11".35

246.549

103 49."21 46."03

4.003

54.5

1".200

1"9.432

40.52

.243

104 6.93 514.39

.239

130.121

230.100

105 544.330 544.330

106 292.35" 556.16"

9."10

1"4.000

10 64.10 533.043

143.500

10."31

21.542

10" 49.350 4"."22

152.29

216.21

69.95"109 150.56 529.43

236.232

142.4"5

110 246.029 353.316

"0.342

26.945

FINAL ,;17:21

PreB%ous 4,902."60

Current 13.3"1

4,963."5


66/66

Fe$!e T+e 2 = 2A

4.54

Documents

Precast Concrete Final Qty