boq format.xlsx
TRANSCRIPT
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Summary for Slabs
STEEL BARS 50.96 Tons
A193 WWF 2,933.35 M2
A252 WWF 1,609.42 M2
GROUND SLAB 467.29 M3
CONCRETE 1,566.44 M3SC 400MM 1,276.42 M2
SC 200MM 333.00 M2
LEAN CONCRETE 15!.42 M3
"OL#TENE SEET 3,194.17 M2
ANT$TERM$TE TREATMENT 3,194.17 M2
50MM T$C% SCREED &A'o() CS S*+' !0.47 M3
Summary for Sub Structure
STEEL BARS 57.2! Tons
CONCRETE !99.51 -3LEAN CONCRETE 176.1! -3
"OL#TENE SEET 1,559.11 -2
SURFACE AREA FOR SUTTER$NG 1,250.22 -2
ANT$TERM$TE TREATMENT 1,096.16 -2
SUTTER$NG FOR LEAN CONCRETE 2,465.5! *-
Summary for Super Structure
STEEL BARS 74.59 Tons
CONCRETE 6!5.76 -3
SURFACE AREA FOR SUTTER$NG 6,254.52 -2
ANT$TERM$TE TREATMENT 500.50 -2
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Blockworks
100-- B*o/ ))n+* +** 2,342.73 -2
200---B*o/ 2,1!7.16 -2
150-- B*o/ 222.66 -2
100-- B*o/ 105.73 -2
F) R+) 200-- '*o/ 3!6.!! -2B+/n o 1,960.06 L-
12-- B+ !.70 Tons
Plaster works
100-- B*o/ ))n+* +** 2,10!.01 -2
200---B*o/ 3,037.69 -2
150-- B*o/ 445.32 -2
100-- B*o/ 253.57 -2
F) R+) 200-- '*o/ 791.39 -2
Concrete Works
L)+n on)) o o8n+on 176.1! M3
L)+n on)) o +) s*+' 15!.42 M3
Fo8n+on on)) !99.51 M3
G+) s*+' on)) 467.29 M3
Co*8-n, +**, ')+- on)) 6!5.76 M3
So* s*+' on)) 1566.44 M3
50-- / s)) &+'o() CS !0.47 M3
"o*:)n) s)) o o8n+on 1559.11 M2
"o*:)n) s)) o +) s*+' 3194.17 M2
An)-) )+-)n o o8n 1,096.16 M2
An)-) )+-)n o G.S*+' 3,194.17 M2
An)-) )+-)n o +** 500.50 M2
S))* '+ o o8n+on 57.2! Tons
S))* '+ o so* s*+'s 50.96 Tons
S))* '+ o Co*8-n, +**, ')+- 76.77 Tons
A193 WWF &+) s*+' 2,933.35 M2
A252 WWF &+'o() CS s*+' 1,609.42 M2
SC 400MM 1,276.42 M2
SC 200MM 333.00 M2
Blockworks
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100-- B*o/ ))n+* +** 1,!46.92 -2
250---B*o/ 60.00 -2
200---B*o/ 2,1!7.16 -2
150-- B*o/ 222.66 -2
100-- B*o/ 105.73 -2
F) R+) 200-- '*o/ 3!6.!! -2
Plaster works
100-- B*o/ ))n+* +** 2,10!.01 -2
200---B*o/ 3,037.69 -2
150-- B*o/ 445.32 -2
100-- B*o/ 253.57 -2
F) R+) 200-- '*o/ 791.39 -2
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S8--+:;
STEEL BARS 57.2! Tons
CONCRETE !99.51 -3
LEAN CONCRETE 176.1! -3
"OL#TENE SEET 1,559.11 -2
SURFACE AREA FOR SUTTER$NG 1,250.22 -2ANT$TERM$TE TREATMENT 1,096.16 -2
SUTTER$NG FOR LEAN CONCRETE 2,465.5! *-
S8--+:;
STEEL BARS 50.96 Tons
A193 WWF 2,933.35 M2
A252 WWF 1,609.42 M2
GROUND SLAB 467.29 M3
CONCRETE 1,566.44 M3
SC 400MM 1,276.42 M2SC 200MM 333.00 M2
LEAN CONCRETE 15!.42 M3
"OL#TENE SEET 3,194.17 M2
ANT$TERM$TE TREATMENT 3,194.17 M2
50MM T$C% SCREED &A'o() CS S*+' !0.47 M3
S8--+:;
STEEL BARS 74.59 Tons
CONCRETE 6!5.76 -3
SURFACE AREA FOR SUTTER$NG 6,254.52 -2
ANT$TERM$TE TREATMENT 500.50 -2
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CORRECT$ONAL FAC$L$T$ES BU$LD$NGSM$N$STR# OF$NTER$OR
BU$LD$NG 1201A
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CORRECT$ONAL FAC$L$T$ES BU$LD$NGSM$N$STR# OF$NTER$OR
BU$LD$NG 1201A
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CORRECT$ONAL FAC$L$T$ES BU$LD$NGSM$N$STR# OF$NTER$OR
BU$LD$NG 1201AECT ?DAMMA
nding 1201 A 01 !o only"
Q$- !#$ !#$ *A$% $($A, A&(!$
176.1! M3 255 44,925.90
15!.42 M3 255 40,397.10
!99.51 M3 291 261,757.41
467.29 M3 291 135,9!1.39
6!5.76 M3 2!1 192,69!.56
1,566.44 M3 2!1 440,169.64
!0.47 M3 2!1 22,612.07
3,3!7.95 M2 2.50 !,469.!!
3,194.17 M2 2.50 7,9!5.43
1,!2!.!4 M2 12 21,946.0!
1,329.00 M2 12 15,94!.00
57.2! Tons 3,264 1!6,955.53
50.96 Tons 3,264 166,323.2!
76.77 Tons 3,264 250,577.2!
2,933.35 M2 1!.!0 55,146.96
1,609.42 M2 1!.!0 30,257.14
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CORRECT$ONAL FAC$L$T$ES BU$LD$NGSM$N$STR# OF$NTER$OR
BU$LD$NG 1201A
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Building !o' B9202
C(S$ S
S#'!( )%SC*P#$#(! Qty nit
SA*
C(!C*%$% W(*+S
1 "*+n Con)) 20 M"A?SRC?/ 50-- 71 M3 366.00
2 "*+n Con)) 20 M"A?SRC?/ 100-- 126 M3 350.00
3 5 Mo S*+ M3 40.00
4 M+ss on)) 100-- ')*o oons o8n ')+-s &8/ -)+s8) M3 2!0.00
SB9$($A, SA*
Sub9structure Concrete works 40 &PA9S*C W8o S'('"
1 $so*+) Foon 606 M3 620.00
2 S@ Foon M3 620.00
3 T) B)+-sG+) B)+- 193 M3 900.00
4 Co*8-n N)/ 13 M3 1,125.00
5 W+** N)/ &(+: / 13 M3 1,100.00
CORRECTIONAL FECILITIES B
CONTRA
unit
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Building !o' B9202
C(S$ S
S#'!( )%SC*P#$#(! Qty nit
SA*
CORRECTIONAL FECILITIES B
CONTRA
unit
6 S*+' on +) &20 M"A?SRC 252 M3 455.00
7 +@o8 B+) 300 -on "o*: E:*)n) 8n) s*+' on +) M2 3.00
! D+-@ "ooHn M2 6.00
9 5 Mo S*+ M3 50.00
SB9$($A, SA*
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Building !o' B9202
C(S$ S
S#'!( )%SC*P#$#(! Qty nit
SA*
CORRECTIONAL FECILITIES B
CONTRA
unit
Super9structure works 40 &PA9(PC .eig:t as per drawings ; spec ma< 5'3&"
1 Co*8-nB)+-sW+**s 3!! M3 1,050.00
2 &Co*8-nB)+-sW+**s Co')* M3 1,250.00
3 S8s@)n) S*+' &(+: / 471 M3 975.00
4 Con)) R+-@s, S)@s L+nn 15 M3 1,200.00
5 F+ +) Hns o Con)) R+-@s, S)@s L+nn &S+)*) Con)) M2 135.00
6 Con)) S)) M3 550.00
7 Con)) "++@) M3 1,050.00
! Con)) Co@n &G+*(+n) A)sso)s LM 130.00
9 M)+n+* "+ 3 M3 600.00
SB9$($A, SA*
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"+) 14 o 76
Building !o' B9202
C(S$ S
S#'!( )%SC*P#$#(! Qty nit
SA*
CORRECTIONAL FECILITIES B
CONTRA
unit
Steel *einforcement 4= allowable wastage"
1 S8@@*:, C8, B)n $ns+** o S+ R)n '+s Fo ! 10,12,14,16-- +'o() Ton 3,!50.00
2 Un ") o C8, B)n $ns+**+on Ton !25.00
3 Un ") o $ns+**+on on*: Ton 675.00
4; Un ") o S8@@*:,C8 +n ')n on*: Ton 3,175.00
SB9$($A, SA*
B,(C+ W(*+S A!) P,AS$%* W(*+S
1 S8@@*: $ns+**+on o '*o/s 200--&CMU, &Non F) R+) 3,405 M2 95.00
2 S8@@*: $ns+**+on o '*o/s 150--&CMU, &Non F) R+) 1,599 M2 90.00
3 S8@@*: $ns+**+on o '*o/s 100--&CMU, &Non F) R+) 1,626 M2 !5.00
B,(C+ W(*+S including mortar tools 8 reinforcement dia 10mm ; >lling all:eig:t around openings curing?'%tc'
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Building !o' B9202
C(S$ S
S#'!( )%SC*P#$#(! Qty nit
SA*
CORRECTIONAL FECILITIES B
CONTRA
unit
4 Aon+* R+) o F) R+) So* B*o/ M2 20.00
5 S8@@*: A@@*: B+/n o &3- / +n H) +) s)*)+n +'o() '*o/ +**s. LM 55.00
1 S8@@*: $ns+**+on o C)-)n "*+s) &$n)n+* M2 42.00
2 S8@@*: $ns+**+on o C)-)n "*+s) &E)n+* M2 46.00
3 G+*(+n) S))* Goo()s n "*+s) LM 15.00
SB9$($A, SA*
*A!) $($A, SA*
P,AS$%* W(*+S including materials angle beds wire mes: ; all relatedaccessories and curing?'%tc'
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&&A*-
$otal #nstallation Wo/s E)8)
*emarks
AmountSA*" Pre@ious Current $otal
26,000.64 ? ?
44,096.50 ? ?
? ? ?
? ? ?
00'15 9
375,906.00 ? ?
? ? ?
173,646.00 ? ?
14,6!1.25 ? ?
14,16!.00 ? ?
UILDING PROJECT DAMMAM
T No.1182
$otalAmountSA*"
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&&A*-
$otal #nstallation Wo/s E)8)
*emarks
AmountSA*" Pre@ious Current $otal
UILDING PROJECT DAMMAM
T No.1182
$otalAmountSA*"
114,705.50 ? ?
? ? ?
? ? ?
? ? ?
74107'3 9
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"+) 1! o 76
&&A*-
$otal #nstallation Wo/s E)8)
*emarks
AmountSA*" Pre@ious Current $otal
UILDING PROJECT DAMMAM
T No.1182
$otalAmountSA*"
407,736.00 ? ?
? ? ?
459,147.00 ? ?
1!,444.00 ? ?? ? ?
? ? ?
? ? ?
? ? ?
1,!42.00 ? ?
6617'00 9
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&&A*-
$otal #nstallation Wo/s E)8)
*emarks
AmountSA*" Pre@ious Current $otal
UILDING PROJECT DAMMAM
T No.1182
$otalAmountSA*"
? ? ?
? ? ?
? ? ?
? ? ?9 9
323,496.!5 ? ?
143,!66.!0 ? ?
13!,1!9.60 ? ?
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"+) 20 o 76
&&A*-
$otal #nstallation Wo/s E)8)
*emarks
AmountSA*" Pre@ious Current $otal
UILDING PROJECT DAMMAM
T No.1182
$otalAmountSA*"
? ? ?
? ? ?
? ? ?
? ? ?
? ? ?
703334'23 9
2,255,926.14 ?
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"+) 21 o 76
Building !o' B91402
C(S$ S
S#'!( )%SC*P#$#(! Qty nit
SA*
C(!C*%$% W(*+S
1 "*+n Con)) 20 M"A?SRC?/ 50-- !1 M3 366.00
2 "*+n Con)) 20 M"A?SRC?/ 100-- 91 M3 350.00
3 5 Mo S*+ M3 40.00
4 M+ss on)) 100-- ')*o oons o8n ')+-s &8/ -)+s8) M3 2!0.00
SB9$($A, SA*
Sub9structure Concrete works 40 &PA9S*C W8o S'('"
1 $so*+) Foon !6 M3 620.00
2 S@ Foon 157 M3 620.00
3 T) B)+-sG+) B)+- 7! M3 900.00
4 Co*8-n N)/ ! M3 1,125.00
5 W+** N)/ &(+: / 60 M3 1,100.00
CORRECTIONAL FECILITIES B
CONTRA
unit
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"+) 22 o 76
Building !o' B91402
C(S$ S
S#'!( )%SC*P#$#(! Qty nit
SA*
CORRECTIONAL FECILITIES B
CONTRA
unit
6 S*+' on +) &20 M"A?SRC 2!9 M3 455.00
7 +@o8 B+) 300 -on "o*: E:*)n) 8n) s*+' on +) M2 3.00
! D+-@ "ooHn M2 6.00
9 5 Mo S*+ M3 50.00
SB9$($A, SA*
-
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"+) 23 o 76
Building !o' B91402
C(S$ S
S#'!( )%SC*P#$#(! Qty nit
SA*
CORRECTIONAL FECILITIES B
CONTRA
unit
Super9structure works 40 &PA9(PC .eig:t as per drawings ; spec ma< 5'3&"
1 Co*8-nB)+-sW+**s 334 M3 1,050.00
2 &Co*8-nB)+-sW+**s Co')* M3 1,250.00
3 S8s@)n) S*+' &(+: / 395 M3 975.00
4 Con)) R+-@s, S)@s L+nn 29 M3 1,200.00
5 F+ +) Hns o Con)) R+-@s, S)@s L+nn &S+)*) Con)) M2 135.00
6 Con)) S)) M3 550.00
7 Con)) "++@) M3 1,050.00
! Con)) Co@n &G+*(+n) A)sso)s LM 130.00
9 M)+n+* "+ ! M3 600.00
SB9$($A, SA*
-
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"+) 24 o 76
Building !o' B91402
C(S$ S
S#'!( )%SC*P#$#(! Qty nit
SA*
CORRECTIONAL FECILITIES B
CONTRA
unit
Steel *einforcement 4= allowable wastage"
1 S8@@*:, C8, B)n $ns+** o S+ R)n '+s Fo ! 10,12,14,16-- +'o() Ton 3,!50.00
2 Un ") o C8, B)n $ns+**+on Ton !25.00
3 Un ") o $ns+**+on on*: Ton 675.00
4; Un ") o S8@@*:,C8 +n ')n on*: Ton 3,175.00
SB9$($A, SA*
B,(C+ W(*+S A!) P,AS$%* W(*+S
1 S8@@*: $ns+**+on o '*o/s 200--&CMU, &Non F) R+) M2 95.00
2 S8@@*: $ns+**+on o '*o/s 150--&CMU, &Non F) R+) M2 90.00
3 S8@@*: $ns+**+on o '*o/s 100--&CMU, &Non F) R+) M2 !5.00
B,(C+ W(*+S including mortar tools 8 reinforcement dia 10mm ; >lling all:eig:t around openings curing?'%tc'
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"+) 25 o 76
Building !o' B91402
C(S$ S
S#'!( )%SC*P#$#(! Qty nit
SA*
CORRECTIONAL FECILITIES B
CONTRA
unit
4 Aon+* R+) o F) R+) So* B*o/ M2 20.00
5 S8@@*: A@@*: B+/n o &3- / +n H) +) s)*)+n +'o() '*o/ +**s. LM 55.00
1 S8@@*: $ns+**+on o C)-)n "*+s) &$n)n+* M2 42.00
2 S8@@*: $ns+**+on o C)-)n "*+s) &E)n+* M2 46.00
3 G+*(+n) S))* Goo()s n "*+s) LM 15.00
SB9$($A, SA*
*A!) $($A, SA*
P,AS$%* W(*+S including materials angle beds wire mes: ; all relatedaccessories and curing?'%tc'
-
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"+) 26 o 76
&&A*-
$otal #nstallation Wo/s E)8)
*emarks
AmountSA*" Pre@ious Current $otal
29,726.52 ? ?
31,703.00 ? ?
? ? ?
? ? ?
7152'32 9
53,5!0.40 ? ?
97,333.!0 ? ?
69,!22.00 ? ?
!,640.00 ? ?
66,220.00 ? ?
UILDING PROJECT DAMMAM
T No.1182
$otalAmountSA*"
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&&A*-
$otal #nstallation Wo/s E)8)
*emarks
AmountSA*" Pre@ious Current $otal
UILDING PROJECT DAMMAM
T No.1182
$otalAmountSA*"
131,399.45 ? ?
? ? ?
? ? ?
? ? ?
5273'73 9
-
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28/76
"+) 2! o 76
&&A*-
$otal #nstallation Wo/s E)8)
*emarks
AmountSA*" Pre@ious Current $otal
UILDING PROJECT DAMMAM
T No.1182
$otalAmountSA*"
350,794.50 ? ?
? ? ?
3!5,076.25 ? ?
34,!36.00 ? ?? ? ?
? ? ?
? ? ?
? ? ?
4,632.00 ? ?
3446'3 9
-
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"+) 29 o 76
&&A*-
$otal #nstallation Wo/s E)8)
*emarks
AmountSA*" Pre@ious Current $otal
UILDING PROJECT DAMMAM
T No.1182
$otalAmountSA*"
? ? ?
? ? ?
? ? ?
? ? ?9 9
? ? ?
? ? ?
? ? ?
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"+) 30 o 76
&&A*-
$otal #nstallation Wo/s E)8)
*emarks
AmountSA*" Pre@ious Current $otal
UILDING PROJECT DAMMAM
T No.1182
$otalAmountSA*"
? ? ?
? ? ?
? ? ?
? ? ?
? ? ?
9 9
1,263,763.92 ?
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"+) 31 o 76
Segment !o' 15 Building !o' B9102
C(S$ S
S#'!( )%SC*P#$#(! Qty nit
SA*
C(!C*%$% W(*+S
1 "*+n Con)) 20 M"A?SRC?/ 50-- 74 M3 366.00
2 "*+n Con)) 20 M"A?SRC?/ 100-- 79 M3 350.00
3 5 Mo S*+ M3 40.00
4 M+ss on)) 100-- ')*o oons o8n ')+-s &8/ -)+s8) M3 2!0.00
SB9$($A, SA*
Sub9structure Concrete works 40 &PA9S*C W8o S'('"
1 $so*+) Foon 15! M3 620.00
2 S@ Foon M3 640.00
3 T) B)+-sG+) B)+- 169 M3 950.00
4 Co*8-n N)/ 13 M3 1,250.00
5 W+** N)/ &(+: / M3 1,150.00
CORRECTIONAL FECILITIES B
CONTRA
unit
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Segment !o' 15 Building !o' B9102
C(S$ S
S#'!( )%SC*P#$#(! Qty nit
SA*
CORRECTIONAL FECILITIES B
CONTRA
unit
6 S*+' on +) &20 M"A?SRC 279 M3 4!0.00
7 +@o8 B+) 300 -on "o*: E:*)n) 8n) s*+' on +) M2 3.00
! D+-@ "ooHn M2 6.00
9 5 Mo S*+ M3 60.00
SB9$($A, SA*
-
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"+) 33 o 76
Segment !o' 15 Building !o' B9102
C(S$ S
S#'!( )%SC*P#$#(! Qty nit
SA*
CORRECTIONAL FECILITIES B
CONTRA
unit
Super9structure works 40 &PA9(PC .eig:t as per drawings ; spec ma< 5'3&"
1 Co*8-nB)+-sW+**s 190 M3 1,150.00
2 &Co*8-nB)+-sW+**s Co')* M3 1,400.00
3 S8s@)n) S*+' &(+: / 250 M3 1,050.00
4 Con)) R+-@s, S)@s L+nn 42 M3 1,350.00
5 F+ +) Hns o Con)) R+-@s, S)@s L+nn &S+)*) Con)) M2 135.00
6 Con)) S)) M3 600.00
7 Con)) "++@) M3 1,150.00
! Con)) Co@n &G+*(+n) A)sso)s LM 140.00
9 M)+n+* "+ 23 M3 600.00
SB9$($A, SA*
-
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"+) 34 o 76
Segment !o' 15 Building !o' B9102
C(S$ S
S#'!( )%SC*P#$#(! Qty nit
SA*
CORRECTIONAL FECILITIES B
CONTRA
unit
Steel *einforcement 4= allowable wastage"
1 S8@@*:, C8, B)n $ns+** o S+ R)n '+s Fo ! 10,12,14,16-- +'o() Ton 4,300.00
2 Un ") o C8, B)n $ns+**+on Ton 915.00
3 Un ") o $ns+**+on on*: Ton 750.00
4; Un ") o S8@@*:,C8 +n ')n on*: Ton 3,550.00
SB9$($A, SA*
B,(C+ W(*+S A!) P,AS$%* W(*+S
1 S8@@*: $ns+**+on o '*o/s 200--&CMU, &Non F) R+) M2 95.00
2 S8@@*: $ns+**+on o '*o/s 150--&CMU, &Non F) R+) M2 90.00
3 S8@@*: $ns+**+on o '*o/s 100--&CMU, &Non F) R+) M2 !5.00
B,(C+ W(*+S including mortar tools 8 reinforcement dia 10mm ; >lling all:eig:t around openings curing?'%tc'
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"+) 35 o 76
Segment !o' 15 Building !o' B9102
C(S$ S
S#'!( )%SC*P#$#(! Qty nit
SA*
CORRECTIONAL FECILITIES B
CONTRA
unit
4 Aon+* R+) o F) R+) So* B*o/ M2 20.00
5 S8@@*: A@@*: B+/n o &3- / +n H) +) s)*)+n +'o() '*o/ +**s. LM 55.00
1 S8@@*: $ns+**+on o C)-)n "*+s) &$n)n+* M2 42.00
2 S8@@*: $ns+**+on o C)-)n "*+s) &E)n+* M2 46.00
3 G+*(+n) S))* Goo()s n "*+s) LM 15.00
SB9$($A, SA*
*A!) $($A, SA*
P,AS$%* W(*+S including materials angle beds wire mes: ; all relatedaccessories and curing?'%tc'
-
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"+) 36 o 76
&&A*-
$otal #nstallation Wo/s E)8)
*emarks
AmountSA*" Pre@ious Current $otal
27,219.42 ? ?
27,594.00 ? ?
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35614'52 9
9!,040.60 ? ?
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160,341.00 ? ?
16,!12.50 ? ?
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UILDING PROJECT DAMMAM
T No.1182
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AmountSA*" Pre@ious Current $otal
UILDING PROJECT DAMMAM
T No.1182
$otalAmountSA*"
133,72!.00 ? ?
? ? ?
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50622'10 9
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$otal #nstallation Wo/s E)8)
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AmountSA*" Pre@ious Current $otal
UILDING PROJECT DAMMAM
T No.1182
$otalAmountSA*"
21!,327.50 ? ?
? ? ?
262,206.00 ? ?
56,929.50 ? ?? ? ?
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13,51!.00 ? ?
33061'00 9
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T No.1182
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T No.1182
$otalAmountSA*"
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1,014,716.52 ?
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Segment !o'15 Building !o' B91002
C(S$ S&&A*-
S#'!( )%SC*P#$#(! Qty nit
SA* AmountSA*"
C(!C*%$% W(*+S
1 "*+n Con)) 20 M"A?SRC?/ 50-- 57 M3 366.00 20,770.50
2 "*+n Con)) 20 M"A?SRC?/ 100-- 61 M3 350.00 21,476.00
3 5 Mo S*+ M3 40.00 ?
4 M+ss on)) 100-- ')*o oons o8n ')+-s &8/ -)+s8) M3 2!0.00 ?
SB9$($A, SA* 52257'30
Sub9structure Concrete works 40 &PA9S*C W8o S'('"
1 $so*+) Foon 44 M3 620.00 27,497.00
2 S@ Foon 115 M3 640.00 73,747.20
3 T) B)+-sG+) B)+- 5! M3 950.00 55,166.50
4 Co*8-n N)/ 5 M3 1,250.00 6,012.50
5 W+** N)/ &(+: / 4! M3 1,150.00 54,694.00
6 S*+' on +) &20 M"A?SRC 203 M3 4!0.00 97,507.20
7 +@o8 B+) 300 -on "o*: E:*)n) 8n) s*+' on +) M2 3.00 ?
! D+-@ "ooHn M2 6.00 ?
9 5 Mo S*+ M3 60.00 ?
SB9$($A, SA* 415725'50
1 Co*8-nB)+-sW+**s 210 M3 1,150.00 241,109.00
2 &Co*8-nB)+-sW+**s Co')* M3 1,400.00 ?
3 S8s@)n) S*+' &(+: / 246 M3 1,050.00 25!,037.50
4 Con)) R+-@s, S)@s L+nn 19 M3 1,350.00 26,001.00
DAMMAM
#nstallationunit
rate
$otal#nstallation
Super9structure works 40 &PA9(PC .eig:t as per drawings ; spec ma<5'3&"
-
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5 F+ +) Hns o Con)) R+-@s, S)@s L+nn &S+)*) Con)) M2 135.00 ?
6 Con)) S)) M3 600.00 ?
7 Con)) "++@) M3 1,150.00 ?
! Con)) Co@n &G+*(+n) A)sso)s LM 140.00 ?
9 M)+n+* "+ 3 M3 600.00 1,950.00
SB9$($A, SA* 320'30
Steel *einforcement 4= allowable wastage"
1 S8@@*:, C8, B)n $ns+** o S+ R)n '+s Fo ! 10,12,14,16-- +'o() Ton 4,300.00 ?
2 Un ") o C8, B)n $ns+**+on Ton 915.00 ?
3 Un ") o $ns+**+on on*: Ton 750.00 ?
4; Un ") o S8@@*:,C8 +n ')n on*: Ton 3,550.00 ?
SB9$($A, SA* 9
B,(C+ W(*+S A!) P,AS$%* W(*+S
1 S8@@*: $ns+**+on o '*o/s 200--&CMU, &Non F) R+) M2 95.00 ?
2 S8@@*: $ns+**+on o '*o/s 150--&CMU, &Non F) R+) M2 90.00 ?
3 S8@@*: $ns+**+on o '*o/s 100--&CMU, &Non F) R+) M2 !5.00 ?
4 Aon+* R+) o F) R+) So* B*o/ M2 20.00 ?
5 S8@@*: A@@*: B+/n o &3- / +n H) +) s)*)+n +'o() '*o/ +**s. LM 55.00 ?
1 S8@@*: $ns+**+on o C)-)n "*+s) &$n)n+* M2 42.00 ?
2 S8@@*: $ns+**+on o C)-)n "*+s) &E)n+* M2 46.00 ?
3 G+*(+n) S))* Goo()s n "*+s) LM 15.00 ?
SB9$($A, SA* 9
*A!) $($A, SA* !!3,96!.40
B,(C+ W(*+S including mortar tools 8 reinforcement dia 10mm ; >llingall :eig:t around openings curing?'%tc'
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Wo/s E)8)
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Segment !o' 15 Building !o' B9 702
S#'!( )%SC*P#$#(!
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1 "*+n Con)) 20 M"A?SRC?/ 50--
2 "*+n Con)) 20 M"A?SRC?/ 100--
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1 S8@@*:, C8, B)n $ns+** o S+ R)n '+s Fo ! 10,12,14,16--
2 Un ") o C8, B)n $ns+**+on
3 Un ") o $ns+**+on on*:
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SB9$($A,
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5'3&"
B,(C+ W(*+S including mortar tools 8 reinforcement dia 10mm ; >lling all:eig:t around openings curing?'%tc'
-
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1 S8@@*: $ns+**+on o '*o/s 200--&CMU, &Non F) R+)
2 S8@@*: $ns+**+on o '*o/s 150--&CMU, &Non F) R+)
3 S8@@*: $ns+**+on o '*o/s 100--&CMU, &Non F) R+)
4 Aon+* R+) o F) R+) So* B*o/
5 S8@@*: A@@*: B+/n o &3- / +n H) +) s)*)+n +'o() '*o/
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-
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C(S$ S&&A*-
Qty nit Wo/s E)8)
SA* AmountSA*" Pre@ious Current $otal
24 M3 366.00 !,659.56 ?
25 M3 350.00 !,676.50 ?
M3 40.00 ? ?
M3 2!0.00 ? ?
SA* 1447'07
45 M3 620.00 27,720.20 ?M3 620.00 ? ?
40 M3 900.00 35,9!2.00 ?
5 M3 1,125.00 5,512.50 ?
M3 1,100.00 ? ?
!4 M3 455.00 3!,129.00 ?
M2 3.00 ? ?
M2 6.00 ? ?
M3 50.00 ? ?
SA* 10454'0
46 M3 1,050.00 4!,3!4.00 ?
M3 1,250.00 ? ?
91 M3 975.00 !!,705.50 ?
6 M3 1,200.00 7,440.00 ?
M2 135.00 ? ?
M3 550.00 ? ?
M3 1,050.00 ? ?
LM 130.00 ? ?
M3 600.00 ? ?
SA* 15532'30
+'o() Ton 3,!50.00 ? ?
Ton !25.00 ? ?
Ton 675.00 ? ?
Ton 3,175.00 ? ?
SA* 9
CORRECTIONAL FECILITIES BUILDING PROJECT DAMMAM
CONTRACT No.1182
#nstallationunit
rate
$otal#nstallation
-
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M2 95.00 ? ?
M2 90.00 ? ?
M2 !5.00 ? ?
M2 20.00 ? ?
+**s. LM 55.00 ? ?
M2 42.00 ? ?M2 46.00 ? ?
LM 15.00 ? ?
SA* 9
SA* 269,209.26
-
8/19/2019 BOQ Format.xlsx
49/76
*emarks
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Segment !o' 15 Building !o' B9 201
S#'!( )%SC*P#$#(!
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1 "*+n Con)) 20 M"A?SRC?/ 50--
2 "*+n Con)) 20 M"A?SRC?/ 100--
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4 Co*8-n N)/
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9 5 Mo S*+
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2 &Co*8-nB)+-sW+**s Co')*
3 S8s@)n) S*+' &(+: /
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5 F+ +) Hns o Con)) R+-@s, S)@s L+nn &S+)*) Con))
6 Con)) S))
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1 S8@@*:, C8, B)n $ns+** o S+ R)n '+s Fo ! 10,12,14,16--
2 Un ") o C8, B)n $ns+**+on
3 Un ") o $ns+**+on on*:
4; Un ") o S8@@*:,C8 +n ')n on*:
SB9$($A,
B,(C+ W(*+S A!) P,AS$%* W(*+S
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-
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1 S8@@*: $ns+**+on o '*o/s 200--&CMU, &Non F) R+)
2 S8@@*: $ns+**+on o '*o/s 150--&CMU, &Non F) R+)
3 S8@@*: $ns+**+on o '*o/s 100--&CMU, &Non F) R+)
4 Aon+* R+) o F) R+) So* B*o/
5 S8@@*: A@@*: B+/n o &3- / +n H) +) s)*)+n +'o() '*o/
1 S8@@*: $ns+**+on o C)-)n "*+s) &$n)n+*2 S8@@*: $ns+**+on o C)-)n "*+s) &E)n+*
3 G+*(+n) S))* Goo()s n "*+s)
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-
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53/76
C(S$ S&&A*-
Qty nit Wo/s E)8)
SA* AmountSA*" Pre@ious Current $otal
112 M3 366.00 40,!27.30 ?
165 M3 350.00 57,655.50 ?
M3 40.00 ? ?
M3 2!0.00 ? ?
SA* 6562'60
63! M3 620.00 395,405.00 ?M3 620.00 ? ?
291 M3 900.00 262,044.00 ?
24 M3 1,125.00 27,213.75 ?
9 M3 1,100.00 10,263.00 ?
40! M3 455.00 1!5,!35.65 ?
M2 3.00 ? ?
M2 6.00 ? ?
M3 50.00 ? ?
SA* 66071'50
467 M3 1,050.00 490,329.00 ?
M3 1,250.00 ? ?
1,149 M3 975.00 1,120,362.75 ?
55 M3 1,200.00 65,436.00 ?
M2 135.00 ? ?
M3 550.00 ? ?
M3 1,050.00 ? ?
LM 130.00 ? ?
M3 600.00 ? ?
SA* 17712'3
'o() Ton 3,!50.00 ? ?
Ton !25.00 ? ?
Ton 675.00 ? ?
Ton 3,175.00 ? ?
SA* 9
#nstallationunit
rate
$otal#nstallation
-
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M2 95.00 ? ?
M2 90.00 ? ?
M2 !5.00 ? ?
M2 20.00 ? ?
+**s. LM 55.00 ? ?
M2 42.00 ? ?M2 46.00 ? ?
LM 15.00 ? ?
SA* 9
SA* 2,655,371.95
-
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55/76
*emarks
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Building !o' B9 2201
S#'!( )%SC*P#$#(!
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1 "*+n Con)) 20 M"A?SRC?/ 50--
2 "*+n Con)) 20 M"A?SRC?/ 100--
3 5 Mo S*+
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Sub9structure Concrete works 40 &PA9S*C W8o S'('"
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6 Con)) S))
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1 S8@@*:, C8, B)n $ns+** o S+ R)n '+s Fo ! 10,12,14,16--
2 Un ") o C8, B)n $ns+**+on
3 Un ") o $ns+**+on on*:
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B,(C+ W(*+S including mortar tools 8 reinforcement dia 10mm ; >lling all:eig:t around openings curing?'%tc'
-
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1 S8@@*: $ns+**+on o '*o/s 200--&CMU, &Non F) R+)
2 S8@@*: $ns+**+on o '*o/s 150--&CMU, &Non F) R+)
3 S8@@*: $ns+**+on o '*o/s 100--&CMU, &Non F) R+)
4 Aon+* R+) o F) R+) So* B*o/
5 S8@@*: A@@*: B+/n o &3- / +n H) +) s)*)+n +'o() '*o/
1 S8@@*: $ns+**+on o C)-)n "*+s) &$n)n+*2 S8@@*: $ns+**+on o C)-)n "*+s) &E)n+*
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-
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C(S$ S&&A*-
Qty nit Wo/s E)8)
SA* AmountSA*" Pre@ious Current $otal
65 M3 366.00 23,925.42 ?
67 M3 350.00 23,520.00 ?
M3 40.00 ? ?
M3 2!0.00 ? ?
SA* 5553'52
134 M3 620.00 !3,377.60 ?M3 620.00 ? ?
124 M3 900.00 111,942.00 ?
11 M3 1,125.00 11,!6!.75 ?
M3 1,100.00 ? ?
230 M3 455.00 104,45!.90 ?
M2 3.00 ? ?
M2 6.00 ? ?
M3 50.00 ? ?
SA* 41175'23
152 M3 1,050.00 159,600.00 ?
M3 1,250.00 ? ?
252 M3 975.00 245,222.25 ?
24 M3 1,200.00 2!,704.00 ?
M2 135.00 ? ?
M3 550.00 ? ?
M3 1,050.00 ? ?
LM 130.00 ? ?
M3 600.00 ? ?
SA* 544327'23
'o() Ton 3,!50.00 ? ?
Ton !25.00 ? ?
Ton 675.00 ? ?
Ton 3,175.00 ? ?
SA* 9
CORRECTIONAL FECILITIES BUILDING PROJECT
DAMMAM
CONTRACT No.1182
#nstallationunit
rate
$otal#nstallation
-
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M2 95.00 ? ?
M2 90.00 ? ?
M2 !5.00 ? ?
M2 20.00 ? ?
+**s. LM 55.00 ? ?
M2 42.00 ? ?M2 46.00 ? ?
LM 15.00 ? ?
SA* 9
SA* 792,61!.92
-
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61/76
*emarks
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S#'!(
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Segment !o' 15 Building !o' B9 2202
)%SC*P#$#(!
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"*+n Con)) 20 M"A?SRC?/ 100--
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S8@@*:, C8, B)n $ns+** o S+ R)n '+s Fo ! 10,12,14,16-- +'o()
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S8@@*: $ns+**+on o '*o/s 200--&CMU, &Non F) R+)
S8@@*: $ns+**+on o '*o/s 150--&CMU, &Non F) R+)
S8@@*: $ns+**+on o '*o/s 100--&CMU, &Non F) R+)
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-
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C(S$ S&&A*-
Qty nit Wo/s E)8)
SA* AmountSA*" Pre@ious Current $otal
74 M3 366.00 27,094.9! ?
66 M3 350.00 23,0!2.50 ?
M3 40.00 ? ?
M3 2!0.00 ? ?
SA* 301'56
144 M3 620.00 !9,11!.!0 ?M3 620.00 ? ?
139 M3 900.00 125,046.00 ?
15 M3 1,125.00 17,347.50 ?
M3 1,100.00 ? ?
254 M3 455.00 115,615.50 ?
M2 3.00 ? ?
M2 6.00 ? ?
M3 50.00 ? ?
SA* 4512'60
164 M3 1,050.00 172,053.00 ?
M3 1,250.00 ? ?
221 M3 975.00 215,455.50 ?
22 M3 1,200.00 26,56!.00 ?
M2 135.00 ? ?
M3 550.00 ? ?
M3 1,050.00 ? ?
LM 130.00 ? ?
7 M3 600.00 4,146.00 ?
SA* 516222'30
Ton 3,!50.00 ? ?
Ton !25.00 ? ?
Ton 675.00 ? ?
Ton 3,175.00 ? ?
SA* 9
CORRECTIONAL FECILITIES BUILDING PROJECT DAMMAM
CONTRACT No.1182
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2 S8@@*: $ns+**+on o '*o/s 150--&CMU, &Non F) R+)
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SA* AmountSA*" Pre@ious
29 M3 366.00 10,562.76
11 M3 350.00 3,!25.50
906 M3
M3 40.00 ?
M3 2!0.00 ?
SA* 15466'27
M3 620.00 ?
37 M3 620.00 23,175.60
M3 900.00 ?
M3 1,125.00 ?
M3 1,100.00 ?
71 M3 455.00 32,4!7.00
M2 3.00 ?
M2 6.00 ?
M3 50.00 ?SA* 33772'70
!!4 M3 1,050.00 927,95!.50
M3 1,250.00 ?
1,470 M3 975.00 1,433,250.00
2 M3 1,200.00 2,!!0.00
M2 135.00 ?
M3 550.00 ?
M3 1,050.00 ?
LM 130.00 ?M3 600.00 ?
SA* 2475066'30
400 Ton 3,!50.00 1,540,000.00
Ton !25.00 ?
Ton 675.00 ?
Ton 3,175.00 ?
SA* 1350000'00
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M2 95.00 ?
M2 90.00 ?
M2 !5.00 ?
M2 20.00 ?
. LM 55.00 ?
M2 42.00 ?
M2 46.00 ?
LM 15.00 ?
SA* 9
SA* 3,974,139.36
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