african development bank group · pdf file... bending schedule. african development bank group...

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African Development Bank's Field Office in Abuja, Nigeria Prepared by Interstate Architects Ltd. In Conjunction with: IAA Associates Ltd. KOA Associates Ltd. & Construction Economists Partnership Ltd. LOT 1: VOL 4-3 - BENDING SCHEDULE African Development Bank Group

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Page 1: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

African Development Bank's Field Office in Abuja, Nigeria

Prepared by Interstate Architects Ltd.

In Conjunction with: IAA Associates Ltd.

KOA Associates Ltd. & Construction Economists Partnership Ltd.

LOT 1: VOL 4-3 - BENDING SCHEDULE

African Development Bank Group

Page 2: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Prepared by Interstate Architects Ltd.

In Conjunction with: IAA Associates Ltd.

KOA Associates Ltd. & Construction Economists Partnership Ltd.

BENDING SCHEDULE (MAIN BUILDING)

Page 3: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

TABLE OF CONTENT PAGES

MAT FOUNDATION SLAB RAFT 3 - 54

MAT FOUNDATION COLUMN HEAD 55 - 56

COLUMN BASES 57 – 60

GROUND FLOOR BEAMS 61 - 76

FIRST FLOOR SLAB 77 - 99

FIRST FLOOR BEAMS 100 - 111

FIRST FLOOR COLUMN HEAD 120 - 121

SOLAR RING 122 - 124

SOLAR RING BEAMS 125 - 132

TYPICAL FLOOR SLAB 133 - 148

TYPICAL FLOOR BEAMS 149 - 158

TERRACE FLOOR SLAB 159 - 174

TERRACE FLOOR BEAMS 175 - 187

FIFTH FLOOR SLAB 188 - 203

FIFTH FLOOR BEAMS 204 - 213

ROOF SLAB 214 - 227

ROOF BEAMS 228 - 241

COLUMNS 242 - 259

R.C. WALLS 260 - 292

STAIRCASES 293 - 312

3

Page 4: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

 

 

 

 

 

 

MAT FOUNDATION SLAB RAFT

3

Page 5: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 103/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

445038536253750673750991H2023aMAT BTM

REBAR

AAAA

BBBB

CCCC

RRRR

460039037103835673850991H2023bMAT BTM

REBAR

475039537903915673925991H2023c

490040038754000674000991H2023d

505040539604085674100991H2023e

520041040404165674175991H2023f

535041541254250674250991H2023g

550042042104335674350991H2023h

565042542904415674425991H2023i

580043043754500674500991H2023j

595043544554585674600991H2023k

610044045404665674675991H2023l

625044546254750674750991H2023m

640045047054835674850991H2023n

655045547904915674925991H2023o

670046048705000675000991H2023p

685546549555085675100991H2023q

700547050355165675175991H2023r

715547551205250675250991H2023s

730548052005335675350991H2023t

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction4

Page 6: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 103/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

745548552855415675425991H2023uMAT BTM

REBAR

760549053655500675500991H2023v

775549554505585675600991H2023w

790550055355665675675991H2023x

805550556155750675750991H2023y

820551057005835675850991H2023z

835551557805915675925991H2023aa

850552058656000676000991H2023ab

865552559456085676100991H2023ac

880553060306165676175991H2023ad

895553561106250676250991H2023ae

910554561956335676350991H2023af

925555062756415676425991H2023ag

940555563606500676500991H2023ah

955556064406585676600991H2023ai

970556565256665676675991H2023aj

985557066056750676750991H2023ak

1000557566906835676850991H2023al

1015558067706915676925991H2023am

1030558568557000677000991H2023an

1045559069357085677100991H2023ao

1060559570207165677175991H2023ap

1075560571007250677250991H2023aq

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction5

Page 7: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 103/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

1090561071857335677350991H2023arMAT BTM

REBAR

1105561572657415677425991H2023as

1120562073507500677500991H2023at

1135562574307585677600991H2023au

1151063075157665677675991H2023av

1166063575957750677750991H2023aw

1181064076807835677850991H2023ax

1196064577607915677925991H2023ay

1211065578458000678000991H2023az

1226066079258085678100991H2023ba

1241066580108165678175991H2023bb

1256067080908250678250991H2023bc

1271067581708335678350991H2023bd

1286068082558415678425991H2023be

1301068583358500678500991H2023bf

1316069084208585678600991H2023bg

1331069585008665678675991H2023bh

1346070585858750678750991H2023bi

1361071086658835678850991H2023bj

1376071587508915678925991H2023bk

1391072088309000679000991H2023bl

9085679100991H2023bm

9165679175991H2023bn

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction6

Page 8: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 103/TDrg. No

40Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

9250679250991H2023boMAT BTM

REBAR

9335679350991H2023bp

9415679425991H2023bq

9500679500991H2023br

9585679600991H2023bs

9665679675991H2023bt

9750679750991H2023bu

9835679850991H2023bv

9915679925991H2023bw

100006710000991H2023bx

100856710100991H2023by

101656710175991H2023bz

102506710250991H2023ca

103356710350991H2023cb

104156710425991H2023cc

105006710500991H2023cd

105856710600991H2023ce

106656710675991H2023cf

107506710750991H2023cg

108356710850991H2023ch

109156710925991H2023ci

110006711000991H2023cj

110856711100991H2023ck

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction7

Page 9: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 103/TDrg. No

50Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

111656711175991H2023clMAT BTM

REBAR

112506711250991H2023cm

113356711350991H2023cn

114156711425991H2023co

115006711500991H2023cp

115856711600991H2023cq

116656711675991H2023cr

117506711750991H2023cs

118356711850991H2023ct

119156711925991H2023cu

120006712000991H2023cv

645049549605100675100111H2027a

AAAA

BBBB

CCCC

RRRR

658050050305170675175111H2027bMAT BTM

REBAR

671050551005240675250111H2027c

684050551705310675325111H2027d

697051052405380675400111H2027e

710051553105450675450111H2027f

723052053805520675525111H2027g

736052554505590675600111H2027h

749052555155660675675111H2027i

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction8

Page 10: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 103/TDrg. No

60Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

762053055855725675725111H2027jMAT BTM

REBAR

775053556555795675800111H2027k

788054057255865675875111H2027l

801054057955935675950111H2027m

814054558656005676025111H2027n

827055059356075676075111H2027o

840055560006145676150111H2027p

853056060706215676225111H2027q

866056561406285676300111H2027r

879056562106355676375111H2027s

892057062806425676425111H2027t

905057563506495676500111H2027u

918058064206565676575111H2027v

931058564856635676650111H2027w

944059065556705676725111H2027x

957059066256775676775111H2027y

970059566956840676850111H2027z

983060067656910676925111H2027aa

996060568356980677000111H2027ab

1009061069007050677050111H2027ac

1022061569707120677125111H2027ad

1035061570407190677200111H2027ae

1048062071107260677275111H2027af

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction9

Page 11: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 103/TDrg. No

70Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

1061062571807330677350111H2027agMAT BTM

REBAR

1074063072507400677400111H2027ah

1087063573157470677475111H2027ai

1100064073857540677550111H2027aj

1113064574557610677625111H2027ak

1126064575257680677700111H2027al

1139065075957750677750111H2027am

1152065576657820677825111H2027an

1165066077307890677900111H2027ao

1178066578007960677975111H2027ap

1191067078708025678025111H2027aq

1204067579408095678100111H2027ar

1217068080108165678175111H2027as

1230068080758235678250111H2027at

1243068581458305678325111H2027au

1256069082158375678375111H2027av

1269069582858445678450111H2027aw

1282070083558515678525111H2027ax

1295070584208585678600111H2027ay

1308071084908655678675111H2027az

1321071585608725678725111H2027ba

1334071586308795678800111H2027bb

1347072087008865678875111H2027bc

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction10

Page 12: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 103/TDrg. No

80Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

1360072587658935678950111H2027bdMAT BTM

REBAR

1373073088359005679025111H2027be

1386073589059075679075111H2027bf

1399074089759140679150111H2027bg

9210679225111H2027bh

9280679300111H2027bi

9350679350111H2027bj

9420679425111H2027bk

9490679500111H2027bl

9560679575111H2027bm

9630679650111H2027bn

9700679700111H2027bo

9770679775111H2027bp

9840679850111H2027bq

9910679925111H2027br

99806710000111H2027bs

100506710050111H2027bt

101206710125111H2027bu

101906710200111H2027bv

102606710275111H2027bw

103256710325111H2027bx

103956710400111H2027by

104656710475111H2027bz

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction11

Page 13: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 103/TDrg. No

90Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

105356710550111H2027caMAT BTM

REBAR

106056710625111H2027cb

106756710675111H2027cc

107456710750111H2027cd

108156710825111H2027ce

108856710900111H2027cf

109556710975111H2027cg

110256711025111H2027ch

110956711100111H2027ci

111656711175111H2027cj

112356711250111H2027ck

113056711325111H2027cl

113756711375111H2027cm

114406711450111H2027cn

115106711525111H2027co

115806711600111H2027cp

116506711650111H2027cq

117206711725111H2027cr

117906711800111H2027cs

118606711875111H2027ct

119306711950111H2027cu

120006712000111H2027cv

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction12

Page 14: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 103/TDrg. No

01Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

445038536253750673750111H2028aMAT BTM

REBAR

AAAA

BBBB

CCCC

RRRR

460038536903810673825111H2028bMAT BTM

REBAR

475038537503870673875111H2028c

490038538153935673950111H2028d

505038538753995674000111H2028e

520038539404055674075111H2028f

535039040004115674125111H2028g

550039040654180674200111H2028h

565039041254240674250111H2028i

580039041904300674300111H2028j

595039042504360674375111H2028k

610039543154420674425111H2028l

625039543754485674500111H2028m

640039544354545674550111H2028n

655040045004605674625111H2028o

670040045604665674675111H2028p

685540046204730674750111H2028q

700540546854790674800111H2028r

715540547454850674850111H2028s

730540548054910674925111H2028t

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction13

Page 15: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 103/TDrg. No

11Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

745541048704970674975111H2028uMAT BTM

REBAR

760541049305035675050111H2028v

775541549905095675100111H2028w

790541550505155675175111H2028x

805541551155215675225111H2028y

820542051755280675300111H2028z

835542052355340675350111H2028aa

850542553005400675400111H2028ab

865542553605460675475111H2028ac

880542554205520675525111H2028ad

895543054805585675600111H2028ae

910543055455645675650111H2028af

925543556055705675725111H2028ag

940543556655765675775111H2028ah

955544057255830675850111H2028ai

970544057855890675900111H2028aj

985544558505950675950111H2028ak

1000544559106010676025111H2028al

1015545059706070676075111H2028am

1030545060306135676150111H2028an

1045545560956195676200111H2028ao

1060545561556255676275111H2028ap

1075546062156315676325111H2028aq

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction14

Page 16: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 103/TDrg. No

21Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

1090546062756380676400111H2028arMAT BTM

REBAR

1105546563356440676450111H2028as

1120546564006500676500111H2028at

1135547064606560676575111H2028au

1151047065206620676625111H2028av

1166047565806685676700111H2028aw

1181047566406745676750111H2028ax

1196048067056805676825111H2028ay

1211048067656865676875111H2028az

1226048568256930676950111H2028ba

1241048568856990677000111H2028bb

1256049069457050677050111H2028bc

1271049570107110677125111H2028bd

1286049570707170677175111H2028be

1301050071307235677250111H2028bf

1316050071907295677300111H2028bg

1331050572507355677375111H2028bh

1346050573157415677425111H2028bi

1361051073757480677500111H2028bj

1376051074357540677550111H2028bk

1391051574957600677600111H2028bl

7660677675111H2028bm

7720677725111H2028bn

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction15

Page 17: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 103/TDrg. No

31Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

7785677800111H2028boMAT BTM

REBAR

7845677850111H2028bp

7905677925111H2028bq

7965677975111H2028br

8030678050111H2028bs

8090678100111H2028bt

8150678150111H2028bu

8210678225111H2028bv

8270678275111H2028bw

8335678350111H2028bx

8395678400111H2028by

8455678475111H2028bz

8515678525111H2028ca

8580678600111H2028cb

8640678650111H2028cc

8700678700111H2028cd

8760678775111H2028ce

8820678825111H2028cf

8885678900111H2028cg

8945678950111H2028ch

9005679025111H2028ci

9065679075111H2028cj

9130679150111H2028ck

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction16

Page 18: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 103/TDrg. No

41Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

9190679200111H2028clMAT BTM

REBAR

9250679250111H2028cm

9310679325111H2028cn

9370679375111H2028co

9435679450111H2028cp

9495679500111H2028cq

9555679575111H2028cr

9615679625111H2028cs

9680679700111H2028ct

9740679750111H2028cu

9800679800111H2028cv

009900881H2018

AAAA

70(1500)60012205016161H2019MAT BTM

REBAR

(B)(B)(B)(B)

AAAA RRRR

70(2000)60012255032321H2020MAT BTM

REBAR

(B)(B)(B)(B)

AAAA RRRR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction17

Page 19: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 103/TDrg. No

51Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

001200024241H2022MAT BTM

REBAR

AAAA

70(11400)60012119505895891H2007MAT BTM

REBAR

(B)(B)(B)(B)

AAAA RRRR

70(4600)6001251505005001H2009MAT BTM

REBAR

(B)(B)(B)(B)

AAAA RRRR

70(5600)6001261501431431H2008MAT BTM

REBAR

(B)(B)(B)(B)

AAAA RRRR

0011600221H2026aMAT BTM

REBAR

AAAA

0010525221H2026bMAT BTM

REBAR

009450221H2026c

008375221H2026d

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction18

Page 20: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 103/TDrg. No

61Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

007300221H2026eMAT BTM

REBAR

006225221H2026f

005150221H2026g

004075221H2026h

003000221H2026i

001900221H2026j

70(7200)600127750111H2024a

(B)(B)(B)(B)

AAAA RRRR

70(7180)600127750111H2024bMAT BTM

REBAR

70(7155)600127725111H2024c

70(7135)600127700111H2024d

70(7115)600127675111H2024e

70(7090)600127650111H2024f

70(7070)600127625111H2024g

70(7050)600127600111H2024h

70(7025)600127575111H2024i

70(7005)600127575111H2024j

70(6985)600127550111H2024k

70(6960)600127525111H2024l

70(6940)600127500111H2024m

70(6920)600127475111H2024n

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction19

Page 21: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 103/TDrg. No

71Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

70(6895)600127450111H2024oMAT BTM

REBAR

70(6875)600127425111H2024p

70(6855)600127425111H2024q

70(6830)600127400111H2024r

70(6810)600127375111H2024s

70(6790)600127350111H2024t

70(6770)600127325111H2024u

70(6745)600127300111H2024v

70(6725)600127275111H2024w

70(6705)600127275111H2024x

70(6680)600127250111H2024y

70(6660)600127225111H2024z

70(6640)600127200111H2024aa

70(6615)600127175111H2024ab

70(6595)600127150111H2024ac

70(6575)600127125111H2024ad

70(6550)600127100111H2024ae

70(6530)600127100111H2024af

70(6510)600127075111H2024ag

70(6485)600127050111H2024ah

70(6465)600127025111H2024ai

70(6445)600127000111H2024aj

70(6420)600126975111H2024ak

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction20

Page 22: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 103/TDrg. No

81Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

70(6400)600126950111H2024alMAT BTM

REBAR

70(6380)600126950111H2024am

70(6355)600126925111H2024an

70(6335)600126900111H2024ao

70(6315)600126875111H2024ap

70(6290)600126850111H2024aq

70(6270)600126825111H2024ar

70(6250)600126800111H2024as

70(6225)600126775111H2024at

70(6205)600126775111H2024au

70(6185)600126750111H2024av

70(6160)600126725111H2024aw

70(6140)600126700111H2024ax

70(6120)600126675111H2024ay

70(6095)600126650111H2024az

70(6075)600126625111H2024ba

70(6055)600126625111H2024bb

70(6030)600126600111H2024bc

70(6010)600126575111H2024bd

70(5990)600126550111H2024be

70(5970)600126525111H2024bf

70(5945)600126500111H2024bg

70(5925)600126475111H2024bh

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction21

Page 23: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 103/TDrg. No

91Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

70(5905)600126475111H2024biMAT BTM

REBAR

70(5880)600126450111H2024bj

70(5860)600126425111H2024bk

70(5840)600126400111H2024bl

70(5815)600126375111H2024bm

70(5795)600126350111H2024bn

70(5775)600126325111H2024bo

70(5750)600126300111H2024bp

70(5730)600126300111H2024bq

70(5710)600126275111H2024br

70(5685)600126250111H2024bs

70(5665)600126225111H2024bt

70(5645)600126200111H2024bu

70(5620)600126175111H2024bv

70(5600)600126150111H2024bw

70(7200)600127750111H2025a

(B)(B)(B)(B)

AAAA RRRR

70(7180)600127750111H2025bMAT BTM

REBAR

70(7160)600127725111H2025c

70(7135)600127700111H2025d

70(7115)600127675111H2025e

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction22

Page 24: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 103/TDrg. No

02Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

70(7095)600127650111H2025fMAT BTM

REBAR

70(7075)600127625111H2025g

70(7055)600127625111H2025h

70(7030)600127600111H2025i

70(7010)600127575111H2025j

70(6990)600127550111H2025k

70(6970)600127525111H2025l

70(6945)600127500111H2025m

70(6925)600127475111H2025n

70(6905)600127475111H2025o

70(6885)600127450111H2025p

70(6865)600127425111H2025q

70(6840)600127400111H2025r

70(6820)600127375111H2025s

70(6800)600127350111H2025t

70(6780)600127350111H2025u

70(6760)600127325111H2025v

70(6735)600127300111H2025w

70(6715)600127275111H2025x

70(6695)600127250111H2025y

70(6675)600127225111H2025z

70(6655)600127225111H2025aa

70(6630)600127200111H2025ab

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction23

Page 25: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 103/TDrg. No

12Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

70(6610)600127175111H2025acMAT BTM

REBAR

70(6590)600127150111H2025ad

70(6570)600127125111H2025ae

70(6545)600127100111H2025af

70(6525)600127075111H2025ag

70(6505)600127075111H2025ah

70(6485)600127050111H2025ai

70(6465)600127025111H2025aj

70(6440)600127000111H2025ak

70(6420)600126975111H2025al

70(6400)600126950111H2025am

70(6380)600126950111H2025an

70(6360)600126925111H2025ao

70(6335)600126900111H2025ap

70(6315)600126875111H2025aq

70(6295)600126850111H2025ar

70(6275)600126825111H2025as

70(6255)600126825111H2025at

70(6230)600126800111H2025au

70(6210)600126775111H2025av

70(6190)600126750111H2025aw

70(6170)600126725111H2025ax

70(6145)600126700111H2025ay

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction24

Page 26: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 103/TDrg. No

22Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

70(6125)600126675111H2025azMAT BTM

REBAR

70(6105)600126675111H2025ba

70(6085)600126650111H2025bb

70(6065)600126625111H2025bc

70(6040)600126600111H2025bd

70(6020)600126575111H2025be

70(6000)600126550111H2025bf

70(5980)600126550111H2025bg

70(5960)600126525111H2025bh

70(5935)600126500111H2025bi

70(5915)600126475111H2025bj

70(5895)600126450111H2025bk

70(5875)600126425111H2025bl

70(5855)600126425111H2025bm

70(5830)600126400111H2025bn

70(5810)600126375111H2025bo

70(5790)600126350111H2025bp

70(5770)600126325111H2025bq

70(5745)600126300111H2025br

70(5725)600126275111H2025bs

70(5705)600126275111H2025bt

70(5685)600126250111H2025bu

70(5665)600126225111H2025bv

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction25

Page 27: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 103/TDrg. No

32Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

70(5640)600126200111H2025bwMAT BTM

REBAR

70(5620)600126175111H2025bx

70(5600)600126150111H2025by

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction26

Page 28: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

445038536303750673750221H2013aMAT TOP

REBAR

AAAA

BBBB

CCCC

RRRR

465039537453860673875221H2013bMAT TOP

REBAR

485040038553975673975221H2013cMAT TOP

REBAR

505540539654085674100221H2013dMAT TOP

REBAR

525541040804195674200221H2013eMAT TOP

REBAR

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REBAR

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REBAR

585543044104530674550221H2013hMAT TOP

REBAR

605544045204640674650221H2013iMAT TOP

REBAR

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REBAR

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REBAR

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REBAR

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REBAR

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REBAR

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REBAR

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REBAR

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REBAR

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REBAR

806550556305755675775221H2013sMAT TOP

REBAR

826551557405870675875221H2013tMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction27

Page 29: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

847052058505980676000221H2013uMAT TOP

REBAR

867053059606090676100221H2013vMAT TOP

REBAR

887053560706205676225221H2013wMAT TOP

REBAR

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REBAR

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REBAR

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REBAR

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REBAR

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REBAR

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REBAR

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REBAR

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REBAR

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REBAR

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REBAR

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REBAR

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REBAR

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REBAR

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REBAR

1268567581658320678325221H2013apMAT TOP

REBAR

1288568582758430678450221H2013aqMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction28

Page 30: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

1309069083858545678550221H2013arMAT TOP

REBAR

1329069584958655678675221H2013asMAT TOP

REBAR

1349070586058765678775221H2013atMAT TOP

REBAR

1369071087208880678900221H2013auMAT TOP

REBAR

1389072088308990679000221H2013avMAT TOP

REBAR

9100679100221H2013awMAT TOP

REBAR

9215679225221H2013axMAT TOP

REBAR

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REBAR

9435679450221H2013azMAT TOP

REBAR

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REBAR

9660679675221H2013bbMAT TOP

REBAR

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REBAR

9880679900221H2013bdMAT TOP

REBAR

99956710000221H2013beMAT TOP

REBAR

101056710125221H2013bfMAT TOP

REBAR

102156710225221H2013bgMAT TOP

REBAR

103306710350221H2013bhMAT TOP

REBAR

104406710450221H2013biMAT TOP

REBAR

105506710550221H2013bjMAT TOP

REBAR

106606710675221H2013bkMAT TOP

REBAR

107756710775221H2013blMAT TOP

REBAR

108856710900221H2013bmMAT TOP

REBAR

109956711000221H2013bnMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction29

Page 31: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

40Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

111106711125221H2013boMAT TOP

REBAR

112206711225221H2013bpMAT TOP

REBAR

113306711350221H2013bqMAT TOP

REBAR

114456711450221H2013brMAT TOP

REBAR

115556711575221H2013bsMAT TOP

REBAR

116656711675221H2013btMAT TOP

REBAR

117756711775221H2013buMAT TOP

REBAR

118906711900221H2013bvMAT TOP

REBAR

120006712000221H2013bwMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction30

Page 32: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

50Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

445038536303750673750111H2003aMAT TOP

REBAR

AAAA

BBBB

CCCC

RRRR

465038537153830673850111H2003bMAT TOP

REBAR

485039038003915673925111H2003cMAT TOP

REBAR

505539038853995674000111H2003dMAT TOP

REBAR

525539039704075674075111H2003eMAT TOP

REBAR

545539040504160674175111H2003fMAT TOP

REBAR

565539041354240674250111H2003gMAT TOP

REBAR

585539542204320674325111H2003hMAT TOP

REBAR

605539543004405674425111H2003iMAT TOP

REBAR

626039543854485674500111H2003jMAT TOP

REBAR

646040044654570674575111H2003kMAT TOP

REBAR

666040045504650674650111H2003lMAT TOP

REBAR

686040546304730674750111H2003mMAT TOP

REBAR

706040547154815674825111H2003nMAT TOP

REBAR

726040547954895674900111H2003oMAT TOP

REBAR

746541048804975674975111H2003pMAT TOP

REBAR

766541049605060675075111H2003qMAT TOP

REBAR

786541550455140675150111H2003rMAT TOP

REBAR

806542051255220675225111H2003sMAT TOP

REBAR

826542052055305675325111H2003tMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction31

Page 33: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

60Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

847042552905385675400111H2003uMAT TOP

REBAR

867042553705465675475111H2003vMAT TOP

REBAR

887043054555550675550111H2003wMAT TOP

REBAR

907043055355630675650111H2003xMAT TOP

REBAR

927043556155710675725111H2003yMAT TOP

REBAR

947044057005795675800111H2003zMAT TOP

REBAR

967544057805875675875111H2003aaMAT TOP

REBAR

987544558605955675975111H2003abMAT TOP

REBAR

1007545059456040676050111H2003acMAT TOP

REBAR

1027545060256120676125111H2003adMAT TOP

REBAR

1047545561056205676225111H2003aeMAT TOP

REBAR

1068046061906285676300111H2003afMAT TOP

REBAR

1088046062706365676375111H2003agMAT TOP

REBAR

1108046563506450676450111H2003ahMAT TOP

REBAR

1128047064356530676550111H2003aiMAT TOP

REBAR

1148047065156610676625111H2003ajMAT TOP

REBAR

1168047565956695676700111H2003akMAT TOP

REBAR

1188548066806775676775111H2003alMAT TOP

REBAR

1208548067606855676875111H2003amMAT TOP

REBAR

1228548568406940676950111H2003anMAT TOP

REBAR

1248549069257020677025111H2003aoMAT TOP

REBAR

1268549570057100677100111H2003apMAT TOP

REBAR

1288549570857185677200111H2003aqMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction32

Page 34: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

70Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

1309050071657265677275111H2003arMAT TOP

REBAR

1329050572507345677350111H2003asMAT TOP

REBAR

1349050573307430677450111H2003atMAT TOP

REBAR

1369051074107510677525111H2003auMAT TOP

REBAR

1389051574957595677600111H2003avMAT TOP

REBAR

7675677675111H2003awMAT TOP

REBAR

7755677775111H2003axMAT TOP

REBAR

7840677850111H2003ayMAT TOP

REBAR

7920677925111H2003azMAT TOP

REBAR

8000678000111H2003baMAT TOP

REBAR

8085678100111H2003bbMAT TOP

REBAR

8165678175111H2003bcMAT TOP

REBAR

8245678250111H2003bdMAT TOP

REBAR

8330678350111H2003beMAT TOP

REBAR

8410678425111H2003bfMAT TOP

REBAR

8490678500111H2003bgMAT TOP

REBAR

8575678575111H2003bhMAT TOP

REBAR

8655678675111H2003biMAT TOP

REBAR

8735678750111H2003bjMAT TOP

REBAR

8820678825111H2003bkMAT TOP

REBAR

8900678900111H2003blMAT TOP

REBAR

8980679000111H2003bmMAT TOP

REBAR

9065679075111H2003bnMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction33

Page 35: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

80Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

9145679150111H2003boMAT TOP

REBAR

9230679250111H2003bpMAT TOP

REBAR

9310679325111H2003bqMAT TOP

REBAR

9390679400111H2003brMAT TOP

REBAR

9475679475111H2003bsMAT TOP

REBAR

9555679575111H2003btMAT TOP

REBAR

9635679650111H2003buMAT TOP

REBAR

9720679725111H2003bvMAT TOP

REBAR

9800679800111H2003bwMAT TOP

REBAR

445038536303750673750551H2012aMAT TOP

REBAR

AAAA

BBBB

CCCC

RRRR

465039537403860673875551H2012bMAT TOP

REBAR

484540038503970673975551H2012cMAT TOP

REBAR

504540539604080674100551H2012dMAT TOP

REBAR

524541040704190674200551H2012eMAT TOP

REBAR

544042041804300674300551H2012fMAT TOP

REBAR

564042542904410674425551H2012gMAT TOP

REBAR

583543044004520674525551H2012hMAT TOP

REBAR

603543545104630674650551H2012iMAT TOP

REBAR

623544546204740674750551H2012jMAT TOP

REBAR

643045047304850674850551H2012kMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction34

Page 36: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

90Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

663045548404960674975551H2012lMAT TOP

REBAR

683046549455070675075551H2012mMAT TOP

REBAR

702547050555180675200551H2012nMAT TOP

REBAR

722547551655290675300551H2012oMAT TOP

REBAR

742548552755400675400551H2012pMAT TOP

REBAR

762049053855510675525551H2012qMAT TOP

REBAR

782050054955620675625551H2012rMAT TOP

REBAR

802050556005730675750551H2012sMAT TOP

REBAR

821551057105840675850551H2012tMAT TOP

REBAR

841552058205950675950551H2012uMAT TOP

REBAR

861052559306060676075551H2012vMAT TOP

REBAR

881053560406170676175551H2012wMAT TOP

REBAR

901054061456280676300551H2012xMAT TOP

REBAR

920555062556390676400551H2012yMAT TOP

REBAR

940555563656500676500551H2012zMAT TOP

REBAR

960556064756610676625551H2012aaMAT TOP

REBAR

980057065856720676725551H2012abMAT TOP

REBAR

1000057566906830676850551H2012acMAT TOP

REBAR

1020058568006940676950551H2012adMAT TOP

REBAR

1039559069107050677050551H2012aeMAT TOP

REBAR

1059560070207160677175551H2012afMAT TOP

REBAR

1079560571257270677275551H2012agMAT TOP

REBAR

1099061572357380677400551H2012ahMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction35

Page 37: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

01Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

1119062073457490677500551H2012aiMAT TOP

REBAR

1138562574557600677600551H2012ajMAT TOP

REBAR

1158563575607710677725551H2012akMAT TOP

REBAR

1178564076707820677825551H2012alMAT TOP

REBAR

1198065077807930677950551H2012amMAT TOP

REBAR

1218065578908040678050551H2012anMAT TOP

REBAR

1238066579958150678150551H2012aoMAT TOP

REBAR

1257567081058260678275551H2012apMAT TOP

REBAR

1277568082158370678375551H2012aqMAT TOP

REBAR

1297568583258480678500551H2012arMAT TOP

REBAR

1317069584308590678600551H2012asMAT TOP

REBAR

1337070085408700678700551H2012atMAT TOP

REBAR

1357071086508810678825551H2012auMAT TOP

REBAR

1376571587608920678925551H2012avMAT TOP

REBAR

1396572588659030679050551H2012awMAT TOP

REBAR

9140679150551H2012axMAT TOP

REBAR

9250679250551H2012ayMAT TOP

REBAR

9360679375551H2012azMAT TOP

REBAR

9470679475551H2012baMAT TOP

REBAR

9580679600551H2012bbMAT TOP

REBAR

9690679700551H2012bcMAT TOP

REBAR

9800679800551H2012bdMAT TOP

REBAR

9910679925551H2012beMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction36

Page 38: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

11Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

100206710025551H2012bfMAT TOP

REBAR

101306710150551H2012bgMAT TOP

REBAR

102406710250551H2012bhMAT TOP

REBAR

103506710350551H2012biMAT TOP

REBAR

104606710475551H2012bjMAT TOP

REBAR

105706710575551H2012bkMAT TOP

REBAR

106806710700551H2012blMAT TOP

REBAR

107906710800551H2012bmMAT TOP

REBAR

109006710900551H2012bnMAT TOP

REBAR

110106711025551H2012boMAT TOP

REBAR

111206711125551H2012bpMAT TOP

REBAR

112306711250551H2012bqMAT TOP

REBAR

113406711350551H2012brMAT TOP

REBAR

114506711450551H2012bsMAT TOP

REBAR

115606711575551H2012btMAT TOP

REBAR

116706711675551H2012buMAT TOP

REBAR

117806711800551H2012bvMAT TOP

REBAR

118906711900551H2012bwMAT TOP

REBAR

120006712000551H2012bxMAT TOP

REBAR

645049549605100675100111H2006aMAT TOP

REBAR

AAAA

BBBB

CCCC

RRRR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction37

Page 39: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

21Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

662050050555190675200111H2006bMAT TOP

REBAR

679550551455285675300111H2006cMAT TOP

REBAR

696551052355375675375111H2006dMAT TOP

REBAR

713551553305470675475111H2006eMAT TOP

REBAR

731052054205560675575111H2006fMAT TOP

REBAR

748052555105650675650111H2006gMAT TOP

REBAR

765053056055745675750111H2006hMAT TOP

REBAR

782053556955835675850111H2006iMAT TOP

REBAR

799554057855930675950111H2006jMAT TOP

REBAR

816554558806020676025111H2006kMAT TOP

REBAR

833555559706110676125111H2006lMAT TOP

REBAR

851056060606205676225111H2006mMAT TOP

REBAR

868056561506295676300111H2006nMAT TOP

REBAR

885057062456390676400111H2006oMAT TOP

REBAR

902557563356480676500111H2006pMAT TOP

REBAR

919558064256570676575111H2006qMAT TOP

REBAR

936558565206665676675111H2006rMAT TOP

REBAR

954059066106755676775111H2006sMAT TOP

REBAR

971059567006850676850111H2006tMAT TOP

REBAR

988060067906940676950111H2006uMAT TOP

REBAR

1005060568857030677050111H2006vMAT TOP

REBAR

1022561569757125677125111H2006wMAT TOP

REBAR

1039562070657215677225111H2006xMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction38

Page 40: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

31Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

1056562571557310677325111H2006yMAT TOP

REBAR

1074063072507400677400111H2006zMAT TOP

REBAR

1091063573407490677500111H2006aaMAT TOP

REBAR

1108064074307585677600111H2006abMAT TOP

REBAR

1125564575207675677675111H2006acMAT TOP

REBAR

1142565576157770677775111H2006adMAT TOP

REBAR

1159566077057860677875111H2006aeMAT TOP

REBAR

1177066577957950677950111H2006afMAT TOP

REBAR

1194067078858045678050111H2006agMAT TOP

REBAR

1211067579808135678150111H2006ahMAT TOP

REBAR

1228568080708230678250111H2006aiMAT TOP

REBAR

1245568581608320678325111H2006ajMAT TOP

REBAR

1262569582508410678425111H2006akMAT TOP

REBAR

1279570083408505678525111H2006alMAT TOP

REBAR

1297070584358595678600111H2006amMAT TOP

REBAR

1314071085258690678700111H2006anMAT TOP

REBAR

1331071586158780678800111H2006aoMAT TOP

REBAR

1348572087058870678875111H2006apMAT TOP

REBAR

1365573088008965678975111H2006aqMAT TOP

REBAR

1382573588909055679075111H2006arMAT TOP

REBAR

1400074089809150679150111H2006asMAT TOP

REBAR

9240679250111H2006atMAT TOP

REBAR

9330679350111H2006auMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction39

Page 41: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

41Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

9425679425111H2006avMAT TOP

REBAR

9515679525111H2006awMAT TOP

REBAR

9610679625111H2006axMAT TOP

REBAR

9700679700111H2006ayMAT TOP

REBAR

9790679800111H2006azMAT TOP

REBAR

9885679900111H2006baMAT TOP

REBAR

9975679975111H2006bbMAT TOP

REBAR

100706710075111H2006bcMAT TOP

REBAR

101606710175111H2006bdMAT TOP

REBAR

102506710250111H2006beMAT TOP

REBAR

103456710350111H2006bfMAT TOP

REBAR

104356710450111H2006bgMAT TOP

REBAR

105306710550111H2006bhMAT TOP

REBAR

106206710625111H2006biMAT TOP

REBAR

107106710725111H2006bjMAT TOP

REBAR

108056710825111H2006bkMAT TOP

REBAR

108956710900111H2006blMAT TOP

REBAR

109906711000111H2006bmMAT TOP

REBAR

110806711100111H2006bnMAT TOP

REBAR

111706711175111H2006boMAT TOP

REBAR

112656711275111H2006bpMAT TOP

REBAR

113556711375111H2006bqMAT TOP

REBAR

114506711450111H2006brMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction40

Page 42: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

51Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

115406711550111H2006bsMAT TOP

REBAR

116306711650111H2006btMAT TOP

REBAR

117256711725111H2006buMAT TOP

REBAR

118156711825111H2006bvMAT TOP

REBAR

119106711925111H2006bwMAT TOP

REBAR

120006712000111H2006bxMAT TOP

REBAR

445038536303750673750111H2001aMAT TOP

REBAR

AAAA

BBBB

CCCC

RRRR

465039537403860673875111H2001bMAT TOP

REBAR

484540038503970673975111H2001cMAT TOP

REBAR

504540539604080674100111H2001dMAT TOP

REBAR

524541040704190674200111H2001eMAT TOP

REBAR

544042041804300674300111H2001fMAT TOP

REBAR

564042542904410674425111H2001gMAT TOP

REBAR

583543044004520674525111H2001hMAT TOP

REBAR

603543545104630674650111H2001iMAT TOP

REBAR

623544546204740674750111H2001jMAT TOP

REBAR

643045047304850674850111H2001kMAT TOP

REBAR

663045548404960674975111H2001lMAT TOP

REBAR

683046549455070675075111H2001mMAT TOP

REBAR

702547050555180675200111H2001nMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction41

Page 43: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

61Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

722547551655290675300111H2001oMAT TOP

REBAR

742548552755400675400111H2001pMAT TOP

REBAR

762049053855510675525111H2001qMAT TOP

REBAR

782050054955620675625111H2001rMAT TOP

REBAR

802050556005730675750111H2001sMAT TOP

REBAR

821551057105840675850111H2001tMAT TOP

REBAR

841552058205950675950111H2001uMAT TOP

REBAR

861052559306060676075111H2001vMAT TOP

REBAR

881053560406170676175111H2001wMAT TOP

REBAR

901054061456280676300111H2001xMAT TOP

REBAR

920555062556390676400111H2001yMAT TOP

REBAR

940555563656500676500111H2001zMAT TOP

REBAR

960556064756610676625111H2001aaMAT TOP

REBAR

980057065856720676725111H2001abMAT TOP

REBAR

1000057566906830676850111H2001acMAT TOP

REBAR

1020058568006940676950111H2001adMAT TOP

REBAR

1039559069107050677050111H2001aeMAT TOP

REBAR

1059560070207160677175111H2001afMAT TOP

REBAR

1079560571257270677275111H2001agMAT TOP

REBAR

1099061572357380677400111H2001ahMAT TOP

REBAR

1119062073457490677500111H2001aiMAT TOP

REBAR

1138562574557600677600111H2001ajMAT TOP

REBAR

1158563575607710677725111H2001akMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction42

Page 44: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

71Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

1178564076707820677825111H2001alMAT TOP

REBAR

1198065077807930677950111H2001amMAT TOP

REBAR

1218065578908040678050111H2001anMAT TOP

REBAR

1238066579958150678150111H2001aoMAT TOP

REBAR

1257567081058260678275111H2001apMAT TOP

REBAR

1277568082158370678375111H2001aqMAT TOP

REBAR

1297568583258480678500111H2001arMAT TOP

REBAR

1317069584308590678600111H2001asMAT TOP

REBAR

1337070085408700678700111H2001atMAT TOP

REBAR

1357071086508810678825111H2001auMAT TOP

REBAR

1376571587608920678925111H2001avMAT TOP

REBAR

1396572588659030679050111H2001awMAT TOP

REBAR

9140679150111H2001axMAT TOP

REBAR

9250679250111H2001ayMAT TOP

REBAR

9360679375111H2001azMAT TOP

REBAR

9470679475111H2001baMAT TOP

REBAR

9580679600111H2001bbMAT TOP

REBAR

9690679700111H2001bcMAT TOP

REBAR

9800679800111H2001bdMAT TOP

REBAR

9910679925111H2001beMAT TOP

REBAR

100206710025111H2001bfMAT TOP

REBAR

101306710150111H2001bgMAT TOP

REBAR

102406710250111H2001bhMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction43

Page 45: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

81Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

103506710350111H2001biMAT TOP

REBAR

104606710475111H2001bjMAT TOP

REBAR

105706710575111H2001bkMAT TOP

REBAR

106806710700111H2001blMAT TOP

REBAR

107906710800111H2001bmMAT TOP

REBAR

109006710900111H2001bnMAT TOP

REBAR

110106711025111H2001boMAT TOP

REBAR

111206711125111H2001bpMAT TOP

REBAR

112306711250111H2001bqMAT TOP

REBAR

113406711350111H2001brMAT TOP

REBAR

114506711450111H2001bsMAT TOP

REBAR

115606711575111H2001btMAT TOP

REBAR

116706711675111H2001buMAT TOP

REBAR

117806711800111H2001bvMAT TOP

REBAR

118906711900111H2001bwMAT TOP

REBAR

120006712000111H2001bxMAT TOP

REBAR

445038536303750673750111H2002aMAT TOP

REBAR

AAAA

BBBB

CCCC

RRRR

465039537453860673875111H2002bMAT TOP

REBAR

485040038553975673975111H2002cMAT TOP

REBAR

505540539654085674100111H2002dMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction44

Page 46: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

91Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

525541040804195674200111H2002eMAT TOP

REBAR

545542041904305674325111H2002fMAT TOP

REBAR

565542543004420674425111H2002gMAT TOP

REBAR

585543044104530674550111H2002hMAT TOP

REBAR

605544045204640674650111H2002iMAT TOP

REBAR

626044546354755674775111H2002jMAT TOP

REBAR

646045047454865674875111H2002kMAT TOP

REBAR

666046048554975674975111H2002lMAT TOP

REBAR

686046549655090675100111H2002mMAT TOP

REBAR

706047050755200675200111H2002nMAT TOP

REBAR

726048051855310675325111H2002oMAT TOP

REBAR

746548552955420675425111H2002pMAT TOP

REBAR

766549554105535675550111H2002qMAT TOP

REBAR

786550055205645675650111H2002rMAT TOP

REBAR

806550556305755675775111H2002sMAT TOP

REBAR

826551557405870675875111H2002tMAT TOP

REBAR

847052058505980676000111H2002uMAT TOP

REBAR

867053059606090676100111H2002vMAT TOP

REBAR

887053560706205676225111H2002wMAT TOP

REBAR

907054561806315676325111H2002xMAT TOP

REBAR

927055062906425676425111H2002yMAT TOP

REBAR

947055564006535676550111H2002zMAT TOP

REBAR

967556565106650676650111H2002aaMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction45

Page 47: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

02Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

987557066206760676775111H2002abMAT TOP

REBAR

1007558067356870676875111H2002acMAT TOP

REBAR

1027558568456985677000111H2002adMAT TOP

REBAR

1047559569557095677100111H2002aeMAT TOP

REBAR

1068060070657205677225111H2002afMAT TOP

REBAR

1088061071757320677325111H2002agMAT TOP

REBAR

1108061572857430677450111H2002ahMAT TOP

REBAR

1128062573957540677550111H2002aiMAT TOP

REBAR

1148063075057650677650111H2002ajMAT TOP

REBAR

1168064076157765677775111H2002akMAT TOP

REBAR

1188564577257875677875111H2002alMAT TOP

REBAR

1208565578357985678000111H2002amMAT TOP

REBAR

1228566079458100678100111H2002anMAT TOP

REBAR

1248567080558210678225111H2002aoMAT TOP

REBAR

1268567581658320678325111H2002apMAT TOP

REBAR

1288568582758430678450111H2002aqMAT TOP

REBAR

1309069083858545678550111H2002arMAT TOP

REBAR

1329069584958655678675111H2002asMAT TOP

REBAR

1349070586058765678775111H2002atMAT TOP

REBAR

1369071087208880678900111H2002auMAT TOP

REBAR

1389072088308990679000111H2002avMAT TOP

REBAR

9100679100111H2002awMAT TOP

REBAR

9215679225111H2002axMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction46

Page 48: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

12Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

9325679325111H2002ayMAT TOP

REBAR

9435679450111H2002azMAT TOP

REBAR

9545679550111H2002baMAT TOP

REBAR

9660679675111H2002bbMAT TOP

REBAR

9770679775111H2002bcMAT TOP

REBAR

9880679900111H2002bdMAT TOP

REBAR

99956710000111H2002beMAT TOP

REBAR

101056710125111H2002bfMAT TOP

REBAR

102156710225111H2002bgMAT TOP

REBAR

103306710350111H2002bhMAT TOP

REBAR

104406710450111H2002biMAT TOP

REBAR

105506710550111H2002bjMAT TOP

REBAR

106606710675111H2002bkMAT TOP

REBAR

107756710775111H2002blMAT TOP

REBAR

108856710900111H2002bmMAT TOP

REBAR

109956711000111H2002bnMAT TOP

REBAR

111106711125111H2002boMAT TOP

REBAR

112206711225111H2002bpMAT TOP

REBAR

113306711350111H2002bqMAT TOP

REBAR

114456711450111H2002brMAT TOP

REBAR

115556711575111H2002bsMAT TOP

REBAR

116656711675111H2002btMAT TOP

REBAR

117756711775111H2002buMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction47

Page 49: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

22Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

118906711900111H2002bvMAT TOP

REBAR

120006712000111H2002bwMAT TOP

REBAR

8080(260)3425260993850221H2004aMAT TOP

REBAR

AAAA (C)(C)(C)(C)

BBBB

DDDD EEEE

8080(260)3370260993800221H2004bMAT TOP

REBAR

8080(260)3315260993725221H2004cMAT TOP

REBAR

8080(260)3260260993675221H2004dMAT TOP

REBAR

8080(260)3205260993625221H2004eMAT TOP

REBAR

8080(260)3150260993575221H2004fMAT TOP

REBAR

8080(260)3095260993525221H2004gMAT TOP

REBAR

8080(260)3040260993450221H2004hMAT TOP

REBAR

8080(260)2985260993400221H2004iMAT TOP

REBAR

8080(260)2930260993350221H2004jMAT TOP

REBAR

8080(260)2875260993300221H2004kMAT TOP

REBAR

8080(260)252526099295030301H2005MAT TOP

REBAR

AAAA (C)(C)(C)(C)

BBBB

DDDD EEEE

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction48

Page 50: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

32Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

70(11400)60012119506016011H2007MAT TOP

REBAR

(B)(B)(B)(B)

AAAA RRRR

70(5600)60012615051511H2008MAT TOP

REBAR

(B)(B)(B)(B)

AAAA RRRR

70(4600)6001251501601601H2009MAT TOP

REBAR

(B)(B)(B)(B)

AAAA RRRR

8080(260)422526099465012121H2014MAT TOP

REBAR

AAAA (C)(C)(C)(C)

BBBB

DDDD EEEE

8080(260)2350260992775441H2016aMAT TOP

REBAR

AAAA (C)(C)(C)(C)

BBBB

DDDD EEEE

8080(260)2200260992625441H2016bMAT TOP

REBAR

8080(260)2050260992475441H2016cMAT TOP

REBAR

8080(260)1900260992325441H2016dMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction49

Page 51: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

42Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

8080(260)1750260992175441H2016eMAT TOP

REBAR

8080(260)1600260992025441H2016fMAT TOP

REBAR

8080(260)235026099277518181H2017MAT TOP

REBAR

AAAA (C)(C)(C)(C)

BBBB

DDDD EEEE

009900661H2018MAT TOP

REBAR

AAAA

70(7200)600127750111H2011aMAT TOP

REBAR

(B)(B)(B)(B)

AAAA RRRR

70(7140)600127700111H2011bMAT TOP

REBAR

70(7075)600127625111H2011cMAT TOP

REBAR

70(7015)600127575111H2011dMAT TOP

REBAR

70(6955)600127525111H2011eMAT TOP

REBAR

70(6890)600127450111H2011fMAT TOP

REBAR

70(6830)600127400111H2011gMAT TOP

REBAR

70(6770)600127325111H2011hMAT TOP

REBAR

70(6710)600127275111H2011iMAT TOP

REBAR

70(6645)600127200111H2011jMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction50

Page 52: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

52Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

70(6585)600127150111H2011kMAT TOP

REBAR

70(6525)600127075111H2011lMAT TOP

REBAR

70(6460)600127025111H2011mMAT TOP

REBAR

70(6400)600126950111H2011nMAT TOP

REBAR

70(6340)600126900111H2011oMAT TOP

REBAR

70(6275)600126825111H2011pMAT TOP

REBAR

70(6215)600126775111H2011qMAT TOP

REBAR

70(6155)600126725111H2011rMAT TOP

REBAR

70(6090)600126650111H2011sMAT TOP

REBAR

70(6030)600126600111H2011tMAT TOP

REBAR

70(5970)600126525111H2011uMAT TOP

REBAR

70(5910)600126475111H2011vMAT TOP

REBAR

70(5845)600126400111H2011wMAT TOP

REBAR

70(5785)600126350111H2011xMAT TOP

REBAR

70(5725)600126275111H2011yMAT TOP

REBAR

70(5660)600126225111H2011zMAT TOP

REBAR

70(5600)600126150111H2011aaMAT TOP

REBAR

70(7200)600127750111H2010aMAT TOP

REBAR

(B)(B)(B)(B)

AAAA RRRR

70(7150)600127700111H2010bMAT TOP

REBAR

70(7100)600127650111H2010cMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction51

Page 53: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

62Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

70(7050)600127600111H2010dMAT TOP

REBAR

70(7000)600127550111H2010eMAT TOP

REBAR

70(6950)600127500111H2010fMAT TOP

REBAR

70(6900)600127450111H2010gMAT TOP

REBAR

70(6850)600127400111H2010hMAT TOP

REBAR

70(6800)600127350111H2010iMAT TOP

REBAR

70(6750)600127300111H2010jMAT TOP

REBAR

70(6700)600127250111H2010kMAT TOP

REBAR

70(6650)600127200111H2010lMAT TOP

REBAR

70(6600)600127150111H2010mMAT TOP

REBAR

70(6550)600127100111H2010nMAT TOP

REBAR

70(6500)600127050111H2010oMAT TOP

REBAR

70(6450)600127000111H2010pMAT TOP

REBAR

70(6400)600126950111H2010qMAT TOP

REBAR

70(6350)600126900111H2010rMAT TOP

REBAR

70(6300)600126850111H2010sMAT TOP

REBAR

70(6250)600126800111H2010tMAT TOP

REBAR

70(6200)600126750111H2010uMAT TOP

REBAR

70(6150)600126700111H2010vMAT TOP

REBAR

70(6100)600126650111H2010wMAT TOP

REBAR

70(6050)600126600111H2010xMAT TOP

REBAR

70(6000)600126550111H2010yMAT TOP

REBAR

70(5950)600126500111H2010zMAT TOP

REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction52

Page 54: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

72Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

70(5900)600126450111H2010aaMAT TOP

REBAR

70(5850)600126400111H2010abMAT TOP

REBAR

70(5800)600126350111H2010acMAT TOP

REBAR

70(5750)600126300111H2010adMAT TOP

REBAR

70(5700)600126250111H2010aeMAT TOP

REBAR

70(5650)600126200111H2010afMAT TOP

REBAR

70(5600)600126150111H2010agMAT TOP

REBAR

8080(260)4200260994625221H2015aMAT TOP

REBAR

AAAA (C)(C)(C)(C)

BBBB

DDDD EEEE

8080(260)3835260994250221H2015bMAT TOP

REBAR

8080(260)3475260993900221H2015cMAT TOP

REBAR

8080(260)3110260993525221H2015dMAT TOP

REBAR

8080(260)2750260993175221H2015eMAT TOP

REBAR

70(1500)60012205012121H2019MAT TOP

REBAR

(B)(B)(B)(B)

AAAA RRRR

70(2000)60012255026261H2020MAT TOP

REBAR

(B)(B)(B)(B)

AAAA RRRR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction53

Page 55: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :MAT FOUNDATION

18.10.12

SEGUN

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 568 203/TDrg. No

82Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

0011600221H2021aMAT TOP

REBAR

AAAA

0010225221H2021bMAT TOP

REBAR

008850221H2021cMAT TOP

REBAR

007450221H2021dMAT TOP

REBAR

006075221H2021eMAT TOP

REBAR

004675221H2021fMAT TOP

REBAR

003300221H2021gMAT TOP

REBAR

001900221H2021hMAT TOP

REBAR

001200018181H2022MAT TOP

REBAR

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction54

Page 56: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

MAT FOUNDATION COLUMN HEAD

55

Page 57: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :COLUMNS' HEAD

18.10.12

JOS

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANK'SClient :

YBRB 587 303/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

0030251961961H2003COLUMN

HEAD

AAAA

0029751341341H2004COLUMN

HEAD

00477538381H2005

103151550108851147567114751051051H2006

103158608255850067850042421H2007

118905907395752567752514141H2008

0029752522521H2011

0040001891891H2012

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction56

Page 58: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

COLUMN BASES

57

Page 59: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :NIGERIA PROPOSED FIELD OFFICE, 27.11.12DAVID

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 603/TDrg. No

10Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

(200) 890 200 21 1250 112 14 8H1206COL BASE TYP1

(200) 1100 200 21 1475 306 18 17H1201COL BASE TYP2

(225) 1240 225 21 1650 260 20 13H1202COL BASE TYP3

(200) 1600 200 21 1975 96 24 4H1204COL BASE TYP4

This Schedule conforms to BS 8666:2005+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction

58

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Date :NIGERIA PROPOSED FIELD OFFICE, 27.11.12DAVID

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 603/TDrg. No

20Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

(200) 1700 200 21 2075 156 26 6H1203COL BASE TYP5

(210) 1990 125 21 2300 90 30 3H1211COL BASE TYP6

(200) 2200 200 21 2575 64 32 2H1205COL BASE TYP7

(200) 1700 200 21 2075 32 32 1H1203COL BASE TYP8

(3000) 200 11 3200 52 52 1H1207

This Schedule conforms to BS 8666:2005+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction

59

Page 61: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :NIGERIA PROPOSED FIELD OFFICE, 27.11.12DAVID

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 603/TDrg. No

30Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 7125 14 14 1H1208COL BASE TYP8

(200) 925 200 21 1300 50 50 1H1209

(600) 200 600 21 1375 14 14 1H1210

This Schedule conforms to BS 8666:2005+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction

60

Page 62: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

GROUND FLOOR BEAMS

61

Page 63: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :GROUND BEAMS

18.10.12

YOMI

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 703/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(4755)445115175331H1601C/ 1'-5'

(350)506005325650347300331H1602C/ 1'-5'

007975331H1603C/ 1'-5'

(1005)506670325995469325331H1604C/ 1'-5'

(7040)445117475331H1605C/ 1'-5'

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction62

Page 64: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :GROUND BEAMS

18.10.12

YOMI

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 703/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(350)508270325650349575331H1606C/ 1'-5'

(650)502825325300464425331H1610C/ 1'-5'

007925331H1611C/ 1'-5'

(1005)5066653251015469350331H1612C/ 1'-5'

007975331H1613C/ 1'-5'

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction63

Page 65: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :GROUND BEAMS

18.10.12

YOMI

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 703/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(130)(130)5502505117751831831H1046C/ 1'-5'

(4755)445115175331H1601C/ '1-8'

009250331H1607C/ '1-8'

(1005)5066603251015469350331H1608C/ '1-8'

009425331H1609C/ '1-8'

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction64

Page 66: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :GROUND BEAMS

18.10.12

YOMI

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 703/TDrg. No

40Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(130)(130)5502505117752352351H1046C/ '1-8'

(350)505990325650347300331H1647C/ '1-8'

(350)508275325650349575331H1648C/ '1-8'

009250331H1649C/ '1-8'

(650)50100003256504611950331H1650C/ '1-8'

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction65

Page 67: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :GROUND BEAMS

18.10.12

YOMI

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 703/TDrg. No

50Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(7040)445117475331H1651C/ '1-8'

(1005)506670325995469325331H1652C/ '1-8'

009425331H1653C/ '1-8'

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction66

Page 68: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :GROUND BEAMS

18.10.12

YOMI

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 803/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

0010450331H1614RING BM 01

0011950331H1615RING BM 01

0011950331H1616RING BM 01

0011500331H1617RING BM 01

0011850331H1618RING BM 01

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction67

Page 69: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :GROUND BEAMS

18.10.12

YOMI

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 803/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

0011875331H1619RING BM 01

0011875331H1620RING BM 01

0011850331H1621RING BM 01

0011825331H1622RING BM 01

0011825331H1623RING BM 01

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction68

Page 70: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :GROUND BEAMS

18.10.12

YOMI

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 803/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

0011850331H1624RING BM 01

0011850331H1625RING BM 01

009200331H1626RING BM 01

0011875331H1627RING BM 01

0010775331H1628RING BM 01

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction69

Page 71: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :GROUND BEAMS

18.10.12

YOMI

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 803/TDrg. No

40Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

0010000331H1629RING BM 01

006800331H1630RING BM 01

006875331H1631RING BM 01

005075331H1632RING BM 01

006850331H1633RING BM 01

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction70

Page 72: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :GROUND BEAMS

18.10.12

YOMI

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 803/TDrg. No

50Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

006925331H1634RING BM 01

009275331H1635RING BM 01

0011950331H1636RING BM 01

0011950331H1637RING BM 01

0011950331H1638RING BM 01

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction71

Page 73: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :GROUND BEAMS

18.10.12

YOMI

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 803/TDrg. No

60Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

009275331H1639RING BM 01

0011950331H1640RING BM 01

0011950331H1641RING BM 01

009275331H1642RING BM 01

009250331H1643RING BM 01

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction72

Page 74: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :GROUND BEAMS

18.10.12

YOMI

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 803/TDrg. No

70Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

006575331H1644RING BM 01

008900331H1645RING BM 01

(130)(130)5502505117759059051H1046RING BM 01

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction73

Page 75: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :GROUND BEAMS

18.10.12

YOMI

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 903/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(130)(130)5502505117755455451H1046RING BM 02

009175331H1654RING BM 02

0011200331H1656RING BM 02

0011000331H1657RING BM 02

0010975331H1658RING BM 02

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction74

Page 76: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :GROUND BEAMS

18.10.12

YOMI

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 903/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

0011200331H1659RING BM 02

0011200331H1660RING BM 02

0011000331H1661RING BM 02

0011000331H1662RING BM 02

0011200331H1663RING BM 02

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction75

Page 77: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :GROUND BEAMS

18.10.12

YOMI

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 903/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

009000331H1664RING BM 02

008975331H1665RING BM 02

009175331H1666RING BM 02

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction76

Page 78: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

FIRST FLOOR SLAB

77

Page 79: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 013/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

(130) 400 6950 250 1675 41 9275 314 314 1H16011ST FLRBOTTOM REB

00 4925 8 8 1H12021ST FLRBOTTOM REB

(1500) 250 5355 13 7000 276 276 1H12431ST FLRBOTTOM REB

(10400) 250 11 10650 359 359 1H12441ST FLRBOTTOM REB

(1200) 250 4010 13 5350 26 26 1H12451ST FLRBOTTOM REB

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction78

Page 80: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 013/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

(250) 9350 250 1600 31 11400 341 341 1H12461ST FLRBOTTOM REB

(250) 2800 250 1000 31 4250 47 47 1H12471ST FLRBOTTOM REB

(250) 3750 250 1000 31 5200 49 49 1H12481ST FLRBOTTOM REB

00 4000 39 39 1H12491ST FLRBOTTOM REB

00 11900 51 51 1H12501ST FLRBOTTOM REB

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction79

Page 81: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 013/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 12000 60 60 1H12511ST FLRBOTTOM REB

00 9325 80 80 1H12521ST FLRBOTTOM REB

00 10775 85 85 1H12531ST FLRBOTTOM REB

00 10825 78 78 1H12541ST FLRBOTTOM REB

00 11575 88 88 1H12551ST FLRBOTTOM REB

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction80

Page 82: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 013/TDrg. No

40Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 8375 79 79 1H12561ST FLRBOTTOM REB

00 7800 73 73 1H12571ST FLRBOTTOM REB

00 7225 64 64 1H12581ST FLRBOTTOM REB

00 6725 58 58 1H12591ST FLRBOTTOM REB

00 10500 48 48 1H12601ST FLRBOTTOM REB

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction81

Page 83: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 013/TDrg. No

50Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 10650 35 35 1H12611ST FLRBOTTOM REB

00 4825 27 27 1H12621ST FLRBOTTOM REB

00 6075 18 18 1H12631ST FLRBOTTOM REB

00 6025 19 19 1H12641ST FLRBOTTOM REB

00 6475 20 20 1H12651ST FLRBOTTOM REB

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction82

Page 84: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 013/TDrg. No

60Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 10000 26 26 1H12661ST FLRBOTTOM REB

00 6250 17 17 1H16751ST FLRBOTTOM REB

00 10650 44 44 1H16781ST FLRBOTTOM REB

00 10375 43 43 1H16801ST FLRBOTTOM REB

00 4175 29 29 1H16891ST FLRBOTTOM REB

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction83

Page 85: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 013/TDrg. No

70Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 7150 45 45 1H16911ST FLRBOTTOM REB

(1000) 250 2300 250 1000 41 4675 6 6 1H16921ST FLRBOTTOM REB

(1000) 250 3530 250 1000 41 5900 25 25 1H16931ST FLRBOTTOM REB

00 9125 43 43 1H16941ST FLRBOTTOM REB

00 8200 45 45 1H16951ST FLRBOTTOM REB

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction84

Page 86: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 013/TDrg. No

80Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

(1500) 250 1500 13 3125 404 404 1H16961ST FLRBOTTOM REB

00 9450 44 44 1H16971ST FLRBOTTOM REB

00 8500 44 44 1H16981ST FLRBOTTOM REB

00 8725 43 43 1H16991ST FLRBOTTOM REB

00 8500 43 43 1H161001ST FLRBOTTOM REB

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction85

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Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 013/TDrg. No

90Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

(1000) 250 3890 250 1000 41 6275 10 10 1H161011ST FLRBOTTOM REB

(1200) 250 5965 160 1200 41 8650 21 21 1H161021ST FLRBOTTOM REB

(1000) 250 3500 250 1000 41 5875 19 19 1H161031ST FLRBOTTOM REB

(1000) 250 4185 13 5325 18 18 1H161041ST FLRBOTTOM REB

(130) 400 2725 250 1075 41 4450 22 22 1H161251ST FLRBOTTOM REB

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction86

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Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 013/TDrg. No

01Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

(130) 400 7900 250 1675 41 10225 17 17 1H161261ST FLRBOTTOM REB

(130) 400 5800 250 1675 41 8125 6 6 1H161271ST FLRBOTTOM REB

(130) 400 7950 250 1675 41 10275 16 16 1H161281ST FLRBOTTOM REB

(130) 400 5825 250 1675 41 8150 11 11 1H161291ST FLRBOTTOM REB

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction87

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Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 113/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 2500 34 34 1H16671ST FLR TOPREBAR

(3405) 625 11 4000 49 49 1H16681ST FLR TOPREBAR

00 5000 166 166 1H16691ST FLR TOPREBAR

00 3575 9 9 1H16701ST FLR TOPREBAR

00 2675 14 14 1H16711ST FLR TOPREBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction88

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Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 113/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 1850 6 6 1H16721ST FLR TOPREBAR

00 11900 601 601 1H16731ST FLR TOPREBAR

(9985) 625 11 10600 135 135 1H16741ST FLR TOPREBAR

00 6250 20 20 1H16751ST FLR TOPREBAR

(9370) 625 11 9975 240 240 1H16761ST FLR TOPREBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction89

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Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 113/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 3450 26 26 1H16771ST FLR TOPREBAR

(10130) 625 11 10725 167 167 1H16791ST FLR TOPREBAR

00 2875 13 13 1H16811ST FLR TOPREBAR

00 6075 21 21 1H16821ST FLR TOPREBAR

00 2575 18 18 1H16831ST FLR TOPREBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction90

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Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 113/TDrg. No

40Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 6025 23 23 1H16841ST FLR TOPREBAR

00 3525 9 9 1H16851ST FLR TOPREBAR

00 6475 24 24 1H16861ST FLR TOPREBAR

00 2200 22 22 1H16871ST FLR TOPREBAR

00 4750 25 25 1H16881ST FLR TOPREBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction91

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Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 113/TDrg. No

50Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 4175 34 34 1H16891ST FLR TOPREBAR

00 4925 12 12 1H16901ST FLR TOPREBAR

00 11500 312 312 1H161231ST FLR TOPREBAR

00 6000 52 52 1H161241ST FLR TOPREBAR

(2705) 625 11 3300 47 47 1H161301ST FLR TOPREBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction92

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Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 113/TDrg. No

60Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

(2350) 1100 160 1250 31 4775 22 22 1H161311ST FLR TOPREBAR

(1250) 100 1100 6375 99 8725 314 314 1H161321ST FLR TOPREBAR

00 9000 31 31 1H161331ST FLR TOPREBAR

00 9500 71 71 1H161341ST FLR TOPREBAR

00 6000 101 101 1H161351ST FLR TOPREBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction93

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Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 113/TDrg. No

70Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 5000 101 101 1H161361ST FLR TOPREBAR

(1250) 100 1100 5350 99 7700 12 12 1H161371ST FLR TOPREBAR

(1250) 100 1100 7275 99 9625 33 33 1H161381ST FLR TOPREBAR

(1250) 100 1100 5475 99 7825 6 6 1H161391ST FLR TOPREBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction94

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Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 213/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 775 8 8 1H12041ST FLRSTIFFENER&F

00 300 4 4 1H12051ST FLRSTIFFENER&F

00 1525 8 8 1H12061ST FLRSTIFFENER&F

00 725 4 4 1H12071ST FLRSTIFFENER&F

00 950 4 4 1H12081ST FLRSTIFFENER&F

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction95

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Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 213/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 7375 24 24 1H12091ST FLRSTIFFENER&F

00 10100 24 24 1H12101ST FLRSTIFFENER&F

00 10475 24 24 1H12111ST FLRSTIFFENER&F

(130) (130) 1275 130 51 2975 741 741 1H101051ST FLRSTIFFENER&F

00 11450 24 24 1H101061ST FLRSTIFFENER&F

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction96

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Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 213/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 8100 24 24 1H101071ST FLRSTIFFENER&F

00 9025 12 12 1H101081ST FLRSTIFFENER&F

00 11500 84 84 1H101091ST FLRSTIFFENER&F

00 11575 24 24 1H101101ST FLRSTIFFENER&F

00 9375 12 12 1H101111ST FLRSTIFFENER&F

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction97

Page 99: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 213/TDrg. No

40Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 2250 12 12 1H121121ST FLRSTIFFENER&F

00 1825 6 6 1H121131ST FLRSTIFFENER&F

00 5000 12 12 1H101141ST FLRSTIFFENER&F

(130) (130) 250 550 51 1775 384 384 1H101401ST FLRSTIFFENER&F

(190) 6825 190 21 7100 80 80 1H201411ST FLRSTIFFENER&F

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction98

Page 100: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 213/TDrg. No

50Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

(130) (130) 250 300 51 1275 768 768 1H101421ST FLRSTIFFENER&F

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction99

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FIRST FLOOR BEAMS

100

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Date :FIRST FLOOR BEAMS

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 413/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

2303559010350104506710450331H2517RING BM

0011950331H1618RING BM

0011950331H1619RING BM

0011500331H1620RING BM

0011850331H1621RING BM

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction101

Page 103: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR BEAMS

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 413/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

0011875331H1622RING BM

0011875331H1623RING BM

0011850331H1624RING BM

0011825331H1625RING BM

0011825331H1626RING BM

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction102

Page 104: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR BEAMS

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 413/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

0011850331H1627RING BM

0011850331H1628RING BM

009200331H1629RING BM

0011875331H1630RING BM

0010775331H1631RING BM

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction103

Page 105: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR BEAMS

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 413/TDrg. No

40Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

0010000331H1632RING BM

006800331H1633RING BM

006875331H1634RING BM

005075331H1635RING BM

2302525568106840676850331H2536RING BM

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction104

Page 106: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR BEAMS

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 413/TDrg. No

50Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

2302526068756910676925331H2537RING BM

009275331H1638RING BM

0011950331H1639RING BM

0011950331H1640RING BM

0011950331H1641RING BM

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction105

Page 107: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR BEAMS

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 413/TDrg. No

60Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

009275331H1642RING BM

0011950331H1643RING BM

0011950331H1644RING BM

009275331H1645RING BM

009250331H1646RING BM

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction106

Page 108: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR BEAMS

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 413/TDrg. No

70Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

006575331H1647RING BM

008900331H1648RING BM

(130)(130)5502505117759059051H1049RING BM

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction107

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Date :FIRST FLOOR BEAMS

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 513/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(500)96205002110525331H2001BM 01

(500)96205002110500881H2502BM 01

009500441H1603BM 01

(130)(130)85045051277552521H1004BM 01

(130)(130)85020051227552521H1005BM 01

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction108

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Date :FIRST FLOOR BEAMS

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 513/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(130)(130)85045051277553531H1004BM 02

(130)(130)85025051237553531H1006BM 02

009725441H1678BM 02

(500)97505002110625661H2579BM 02

(500)97505002110650331H2080BM 02

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction109

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Date :FIRST FLOOR BEAMS

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 513/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(300)9150300219700661H1607BM 03

(130)(130)55018051162550501H1009BM 03

(130)(130)55018051162523231H1009BM 04

(300)4200300214750331H1610BM 04

(300)4200300214750331H1611BM 04

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction110

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Date :FIRST FLOOR BEAMS

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 513/TDrg. No

40Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(130)(130)55018051162521211H1009BM 05

(300)3870300214425331H1612BM 05

(300)3870300214425331H1613BM 05

(130)(130)55018051162525251H1009BM 06

(300)5020300215575331H1614BM 06

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction111

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Date :FIRST FLOOR BEAMS

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 513/TDrg. No

50Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(300)5020300215575331H1615BM 06

(130)(130)5503505119752372371H1016C / 1' - 8'

(300)505835400750347225441H2553C / 1' - 8'

(200)504520400650345750331H1654C / 1' - 8'

(200)808740400650349975331H1655C / 1' - 8'

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction112

Page 114: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR BEAMS

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 513/TDrg. No

60Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(130)(130)8501755122252372371H1056C / 1' - 8'

80(9500)4508002610750441H1657C / 1' - 8'

009275881H2558C / 1' - 8'

00180018181H2559C / 1' - 8'

0020010101H2561C / 1' - 8'

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction113

Page 115: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR BEAMS

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 513/TDrg. No

70Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(650)50330040065046540012121H1662C / 1' - 8'

(200)803000400650344225221H1663C / 1' - 8'

0011525221H1664C / 1' - 8'

(300)502810400650344150331H1666C / 1' - 8'

50(8165)445855269475331H2567C / 1' - 8'

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction114

Page 116: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR BEAMS

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 513/TDrg. No

80Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(300)503495450800345025331H1668C / 1' - 8'

(1000)506830450800469550441H2569C / 1' - 8'

00420023231H2570C / 1' - 8'

003150661H2571C / 1' - 8'

00372510101H2572C / 1' - 8'

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction115

Page 117: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR BEAMS

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 513/TDrg. No

90Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(130)(130)5503505119751861861H1016C / '5 - 2'

(300)506085400800347525441H2550C / '5 - 2'

(300)504355400650345675331H1651C / '5 - 2'

(200)6550116725221H1652C / '5 - 2'

(130)(130)8501755122251861861H1056C / '5 - 2'

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction116

Page 118: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR BEAMS

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 513/TDrg. No

01Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

80(9500)4508002610750441H1657C / '5 - 2'

009275881H2558C / '5 - 2'

001800661H2559C / '5 - 2'

00551H2560C / '5 - 2'

0020010101H2561C / '5 - 2'

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction117

Page 119: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR BEAMS

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 513/TDrg. No

11Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(650)503300400650465400661H1662C / '5 - 2'

(200)807800400650349025221H1665C / '5 - 2'

004200771H2570C / '5 - 2'

003150881H2571C / '5 - 2'

(300)502840400650344175331H1673C / '5 - 2'

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction118

Page 120: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR BEAMS

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 513/TDrg. No

21Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(650)502660400650464775331H1674C / '5 - 2'

(1000)505420450800468125441H2575C / '5 - 2'

(300)503555400800345025331H1676C / '5 - 2'

00385016161H2577C / '5 - 2'

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction119

Page 121: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

FIRST FLOOR COLUMN HEAD

120

Page 122: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR SLAB

28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 A213/Drg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 2725 176 176 1H161461ST FLR COLHEAD REBAR

00 1825 253 253 1H161471ST FLR COLHEAD REBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction121

Page 123: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

SOLAR RING

122

Page 124: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR / ROOF SLAB

28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 613/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

(1200) 150 3000 150 1200 41 5625 580 580 1H12115SOLAR RING

(1000) 150 2210 150 1000 41 4425 135 135 1H12116SOLAR RING

00 11500 271 271 1H10117SOLAR RING

00 5500 13 13 1H10118SOLAR RING

00 7175 13 13 1H10119SOLAR RING

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction123

Page 125: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR / ROOF SLAB

28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 613/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 9775 22 22 1H10120SOLAR RING

00 10800 12 12 1H10121SOLAR RING

00 12000 12 12 1H10122SOLAR RING

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction124

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SOLAR RING BEAMS

125

Page 127: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :SOLAR RING BEAM

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 713/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

0010450661H2001SOLAR RING

BM

0011950661H1602SOLAR RING

BM

0011950661H1603SOLAR RING

BM

0011500661H1604SOLAR RING

BM

0011850661H1605SOLAR RING

BM

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction126

Page 128: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :SOLAR RING BEAM

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 713/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

0011875661H1606SOLAR RING

BM

0011875661H1607SOLAR RING

BM

0011850661H1608SOLAR RING

BM

0011825661H1609SOLAR RING

BM

0011825661H1610SOLAR RING

BM

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction127

Page 129: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :SOLAR RING BEAM

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 713/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

0011850661H1611SOLAR RING

BM

0011850661H1612SOLAR RING

BM

009200661H1613SOLAR RING

BM

0011875661H1614SOLAR RING

BM

0010775661H2015SOLAR RING

BM

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction128

Page 130: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :SOLAR RING BEAM

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 713/TDrg. No

40Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

0010000661H2016SOLAR RING

BM

006800661H1617SOLAR RING

BM

006875661H1618SOLAR RING

BM

005075331H1619SOLAR RING

BM

006850661H1620SOLAR RING

BM

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction129

Page 131: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :SOLAR RING BEAM

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 713/TDrg. No

50Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

006925661H1621SOLAR RING

BM

009275661H1622SOLAR RING

BM

0011950661H1623SOLAR RING

BM

0011950661H1624SOLAR RING

BM

0011950661H1625SOLAR RING

BM

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction130

Page 132: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :SOLAR RING BEAM

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 713/TDrg. No

60Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

009275661H1626SOLAR RING

BM

0011950661H1627SOLAR RING

BM

0011950661H1628SOLAR RING

BM

009275661H1629SOLAR RING

BM

009250661H1630SOLAR RING

BM

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction131

Page 133: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :SOLAR RING BEAM

18.10.12

JEJE

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 713/TDrg. No

70Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

006575661H1631SOLAR RING

BM

008900661H1632SOLAR RING

BM

(130)(130)4005105120009059051H1033SOLAR RING

BM

(130)(130)4002005113758548541H1034SOLAR RING

BM

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction132

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TYPICAL FLOOR SLAB

133

Page 135: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 813/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(125)400695025016754193253603601H1201TYPICAL FLR

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

00715053531H1205TYPICAL FLR

SLAB(BTM BA

AAAA

(125)40079502501675411032533331H1203TYPICAL FLR

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

(125)40058002501675418175661H12252TYPICAL FLR

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

00912552521H1206TYPICAL FLR

SLAB(BTM BA

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction134

Page 136: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 813/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

00820053531H1207TYPICAL FLR

SLAB(BTM BA

AAAA

00625020201H1209TYPICAL FLR

SLAB(BTM BA

AAAA

(125)4002725250107541450022221H12256TYPICAL FLR

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

00945055551H1211TYPICAL FLR

SLAB(BTM BA

AAAA

00850052521H1212TYPICAL FLR

SLAB(BTM BA

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction135

Page 137: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 813/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

00872555551H1213TYPICAL FLR

SLAB(BTM BA

AAAA

00850052521H1214TYPICAL FLR

SLAB(BTM BA

AAAA

001037552521H1215TYPICAL FLR

SLAB(BTM BA

AAAA

(1000)2503890250100041630013131H1216TYPICAL FLR

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

(1000)2503530250100041595032321H1217TYPICAL FLR

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction136

Page 138: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 813/TDrg. No

40Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(1000)25023002501000414725661H1218TYPICAL FLR

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

00417534341H1219TYPICAL FLR

SLAB(BTM BA

AAAA

001065052521H1210TYPICAL FLR

SLAB(BTM BA

AAAA

(1000)2503500250100041592522221H1221TYPICAL FLR

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

(1000)250418513532518181H1222TYPICAL FLR

SLAB(BTM BA

AAAA

BBBB

(C)(C)(C)(C)

semi-circularsemi-circularsemi-circularsemi-circular

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction137

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 813/TDrg. No

50Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

00492512121H1224TYPICAL FLR

SLAB(BTM BA

AAAA

00380010101H1225TYPICAL FLR

SLAB(BTM BA

AAAA

(1200)2505965150120041867525251H1227TYPICAL FLR

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

(125)4005825250167541820011111H12251TYPICAL FLR

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

(1500)250150013312564641H1229TYPICAL FLR

SLAB(BTM BA

AAAA

BBBB

(C)(C)(C)(C)

semi-circularsemi-circularsemi-circularsemi-circular

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction138

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 813/TDrg. No

60Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(125)4006400250167541877529291H12249TYPICAL FLR

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

(7175)40012521767527271H12226TYPICAL FLR

SLAB(BTM BA

AAAA

BBBB

(C)(C)(C)(C)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction139

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 913/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

00106501371371H1210TYPICAL (TOP

BAR)

AAAA

(1000)250227013340016161H1244TYPICAL (TOP

BAR)

AAAA

BBBB

(C)(C)(C)(C)

semi-circularsemi-circularsemi-circularsemi-circular

(1000)2002275133375771H1245TYPICAL (TOP

BAR)

AAAA

BBBB

(C)(C)(C)(C)

semi-circularsemi-circularsemi-circularsemi-circular

(600)81020081031235010101H1246TYPICAL (TOP

BAR)

AAAA

BBBB

CCCC

(D)(D)(D)(D)

001150054541H12235TYPICAL (TOP

BAR)

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction140

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 913/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

002875771H1230TYPICAL (TOP

BAR)

AAAA

00257510101H1231TYPICAL (TOP

BAR)

AAAA

002675881H1241TYPICAL (TOP

BAR)

AAAA

001850441H1240TYPICAL (TOP

BAR)

AAAA

003525991H1236TYPICAL (TOP

BAR)

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction141

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 913/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

003575991H1237TYPICAL (TOP

BAR)

AAAA

(6375)110012012503187753143141H1228TYPICAL (TOP

BAR)

AAAA

BBBB

CCCC

(D)(D)(D)(D)

004925771H1224TYPICAL (TOP

BAR)

AAAA

003800661H1225TYPICAL (TOP

BAR)

AAAA

00475013131H1238TYPICAL (TOP

BAR)

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction142

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 913/TDrg. No

40Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

00417518181H1219TYPICAL (TOP

BAR)

AAAA

00220012121H1235TYPICAL (TOP

BAR)

AAAA

(7275)1100120125031967533331H12248TYPICAL (TOP

BAR)

AAAA

BBBB

CCCC

(D)(D)(D)(D)

(5475)11001201250317875661H12253TYPICAL (TOP

BAR)

AAAA

BBBB

CCCC

(D)(D)(D)(D)

(2350)1100120125031475022221H12255TYPICAL (TOP

BAR)

AAAA

BBBB

CCCC

(D)(D)(D)(D)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction143

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 913/TDrg. No

50Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

00625011111H1209TYPICAL (TOP

BAR)

AAAA

(5350)11001201250317750771H12254TYPICAL (TOP

BAR)

AAAA

BBBB

CCCC

(D)(D)(D)(D)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction144

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 023/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

00725441H1250TYPICAL FLR

SLAB(STIFFE

AAAA

00950441H1251TYPICAL FLR

SLAB(STIFFE

AAAA

00300441H1248TYPICAL FLR

SLAB(STIFFE

AAAA

00737524241H1252TYPICAL FLR

SLAB(STIFFE

AAAA

001010024241H1253TYPICAL FLR

SLAB(STIFFE

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction145

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 023/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

001047524241H1254TYPICAL FLR

SLAB(STIFFE

AAAA

00775881H1247TYPICAL FLR

SLAB(STIFFE

AAAA

001525881H1249TYPICAL FLR

SLAB(STIFFE

AAAA

001825661H12222TYPICAL FLR

SLAB(STIFFE

AAAA

00225012121H12221TYPICAL FLR

SLAB(STIFFE

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction146

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 023/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(190)682519021710080801H20257TYPICAL FLR

SLAB(STIFFE

AAAA

BBBB

(C)(C)(C)(C)

(130)(130)2505505117753843841H10258TYPICAL FLR

SLAB(STIFFE

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

(130)(130)2503005112757687681H10259TYPICAL FLR

SLAB(STIFFE

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction147

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 A023/Drg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

0027251761761H16146TYPICAL FLR

SLAB(COL.HE

AAAA

0018252532531H16147TYPICAL FLR

SLAB(COL.HE

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction148

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TYPICAL FLOOR BEAMS

149

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2

150

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151

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152

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153

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154

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155

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156

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157

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158

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TERRACE FLOOR SLAB

159

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 823/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

00945051511H1211 TERRACE

SLAB(BTM BA

AAAA

00872550501H1213 TERRACE

SLAB(BTM BA

AAAA

00380010101H1225 TERRACE

SLAB(BTM BA

AAAA

(1200)2505965150120041867525251H1227 TERRACE

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

(1000)2503530250100041595014141H1217 TERRACE

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction160

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 823/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(1000)25023002501000414725661H1218 TERRACE

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

00417533331H1219 TERRACE

SLAB(BTM BA

AAAA

(1500)2505785250150041920022221H12239 TERRACE

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

(1000)250418513532518181H1222 TERRACE

SLAB(BTM BA

AAAA

BBBB

(C)(C)(C)(C)

semi-circularsemi-circularsemi-circularsemi-circular

(500)695025016503193003603601H1255 TERRACE

SLAB(BTM BA

AAAA

BBBB

CCCC

(D)(D)(D)(D)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction161

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 823/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

001065051511H1210 TERRACE

SLAB(BTM BA

AAAA

00850051511H1212 TERRACE

SLAB(BTM BA

AAAA

00850050501H1214 TERRACE

SLAB(BTM BA

AAAA

001037550501H1215 TERRACE

SLAB(BTM BA

AAAA

00880013131H12245 TERRACE

SLAB(BTM BA

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction162

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 823/TDrg. No

40Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(1200)250120021262536361H12246 TERRACE

SLAB(BTM BA

AAAA

BBBB

(C)(C)(C)(C)

(500)79002501675311027539391H1259 TERRACE

SLAB(BTM BA

AAAA

BBBB

CCCC

(D)(D)(D)(D)

00715051511H1205 TERRACE

SLAB(BTM BA

AAAA

00912551511H1206 TERRACE

SLAB(BTM BA

AAAA

00820051511H1207 TERRACE

SLAB(BTM BA

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction163

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 823/TDrg. No

50Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(500)310011360022221H1257 TERRACE

SLAB(BTM BA

(B)(B)(B)(B)

AAAA

00625020201H1209 TERRACE

SLAB(BTM BA

AAAA

(250)5725250168531785011111H1266 TERRACE

SLAB(BTM BA

AAAA

BBBB

CCCC

(D)(D)(D)(D)

(1000)2503255250100041567517171H12240 TERRACE

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

00490017171H12210 TERRACE

SLAB(BTM BA

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction164

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 823/TDrg. No

60Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(1500)250481513645013131H12209 TERRACE

SLAB(BTM BA

AAAA

BBBB

(C)(C)(C)(C)

semi-circularsemi-circularsemi-circularsemi-circular

00677532321H12211 TERRACE

SLAB(BTM BA

AAAA

(500)720011770027271H12217 TERRACE

SLAB(BTM BA

(B)(B)(B)(B)

AAAA

(500)6325250168531870029291H12216 TERRACE

SLAB(BTM BA

AAAA

BBBB

CCCC

(D)(D)(D)(D)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction165

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 923/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

00106501561561H1210TERRACE

SLAB(TOP BA

AAAA

001137526261H12236TERRACE

SLAB(TOP BA

AAAA

008800771H12245TERRACE

SLAB(TOP BA

AAAA

(1000)250227013340016161H1244TERRACE

SLAB(TOP BA

AAAA

BBBB

(C)(C)(C)(C)

semi-circularsemi-circularsemi-circularsemi-circular

002675881H1241TERRACE

SLAB(TOP BA

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction166

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 923/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

001850441H1240TERRACE

SLAB(TOP BA

AAAA

003525991H1236TERRACE

SLAB(TOP BA

AAAA

003575991H1237TERRACE

SLAB(TOP BA

AAAA

(6375)110012011003186253143141H1264TERRACE

SLAB(TOP BA

AAAA

BBBB

CCCC

(D)(D)(D)(D)

003800661H1225TERRACE

SLAB(TOP BA

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction167

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 923/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

00475013131H1238TERRACE

SLAB(TOP BA

AAAA

00417521211H1219TERRACE

SLAB(TOP BA

AAAA

00452512121H12241TERRACE

SLAB(TOP BA

AAAA

(7275)1100120110031952539391H1261TERRACE

SLAB(TOP BA

AAAA

BBBB

CCCC

(D)(D)(D)(D)

(3320)1100120110031557522221H12244TERRACE

SLAB(TOP BA

AAAA

BBBB

CCCC

(D)(D)(D)(D)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction168

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 923/TDrg. No

40Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

00750011111H12215TERRACE

SLAB(TOP BA

AAAA

(5410)250115650881H1267TERRACE

SLAB(TOP BA

(B)(B)(B)(B)

AAAA

002300991H12242TERRACE

SLAB(TOP BA

AAAA

00422513131H12212TERRACE

SLAB(TOP BA

AAAA

00490017171H12210TERRACE

SLAB(TOP BA

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction169

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 923/TDrg. No

50Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

001000017171H12213TERRACE

SLAB(TOP BA

AAAA

(1210)250240013375020201H12214TERRACE

SLAB(TOP BA

AAAA

BBBB

(C)(C)(C)(C)

semi-circularsemi-circularsemi-circularsemi-circular

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction170

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 033/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

001047528281H1254 TERRACE

SLAB(STIFFE

AAAA

00737528281H1252 TERRACE

SLAB(STIFFE

AAAA

(1000)5501903003219752762761H12247 TERRACE

SLAB(STIFFE

AAAA

BBBB

CCCC

(D)(D)(D)(D)

001010028281H1253 TERRACE

SLAB(STIFFE

AAAA

(130)(130)2503005112757687681H10259 TERRACE

SLAB(STIFFE

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction171

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 033/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(190)682519021710080801H20257 TERRACE

SLAB(STIFFE

AAAA

BBBB

(C)(C)(C)(C)

(130)(130)2505505117753843841H10258 TERRACE

SLAB(STIFFE

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

009150441H10220 TERRACE

SLAB(STIFFE

AAAA

(990)56520055531225044441H12219 TERRACE

SLAB(STIFFE

AAAA

BBBB

CCCC

(D)(D)(D)(D)

00300441H1248 TERRACE

SLAB(STIFFE

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction172

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 033/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

00725441H1250 TERRACE

SLAB(STIFFE

AAAA

00950441H1251 TERRACE

SLAB(STIFFE

AAAA

00775881H1247 TERRACE

SLAB(STIFFE

AAAA

001525881H1249 TERRACE

SLAB(STIFFE

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction173

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 A033/Drg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

0027252092091H16146TERRACE

SLAB(COL.HE

AAAA

0023002532531H16148TERRACE

SLAB(COL.HE

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction174

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TERRACE FLOOR BEAMS

175

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2

176

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177

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178

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179

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180

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181

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182

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183

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184

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185

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186

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187

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FIFTH FLOOR SLAB

188

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Date :R.C.TERRACE SLAB

28.11.12

jos

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 323/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(1500)250150013312564641H1229FIFTH FLR

SLAB(BTM BA

AAAA

BBBB

(C)(C)(C)(C)

semi-circularsemi-circularsemi-circularsemi-circular

00945056561H1211FIFTH FLR

SLAB(BTM BA

AAAA

00872555551H1213FIFTH FLR

SLAB(BTM BA

AAAA

(1200)2505965150120041867525251H1227FIFTH FLR

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

00380010101H1225FIFTH FLR

SLAB(BTM BA

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction189

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Date :R.C.TERRACE SLAB

28.11.12

jos

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 323/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(1000)2503500250100041592522221H1221FIFTH FLR

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

(1000)250418513532518181H1222FIFTH FLR

SLAB(BTM BA

AAAA

BBBB

(C)(C)(C)(C)

semi-circularsemi-circularsemi-circularsemi-circular

(125)400695025016754193253603601H1201FIFTH FLR

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

00492512121H1224FIFTH FLR

SLAB(BTM BA

AAAA

001037552521H1215FIFTH FLR

SLAB(BTM BA

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction190

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Date :R.C.TERRACE SLAB

28.11.12

jos

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 323/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(1000)2503890250100041630013131H1216FIFTH FLR

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

(1000)2503530250100041595032321H1217FIFTH FLR

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

(1000)25023002501000414725661H1218FIFTH FLR

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

00417534341H1219FIFTH FLR

SLAB(BTM BA

AAAA

00912552521H1206FIFTH FLR

SLAB(BTM BA

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction191

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Date :R.C.TERRACE SLAB

28.11.12

jos

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 323/TDrg. No

40Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

00850052521H1214FIFTH FLR

SLAB(BTM BA

AAAA

00715053531H1205FIFTH FLR

SLAB(BTM BA

AAAA

00820053531H1207FIFTH FLR

SLAB(BTM BA

AAAA

(125)4002725250107541450022221H12256FIFTH FLR

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

00625020201H1209FIFTH FLR

SLAB(BTM BA

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction192

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Date :R.C.TERRACE SLAB

28.11.12

jos

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 323/TDrg. No

50Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

00850052521H1212FIFTH FLR

SLAB(BTM BA

AAAA

(125)40079502501675411032533331H1203FIFTH FLR

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

(125)40058002501675418175661H12252FIFTH FLR

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

001065052521H1210FIFTH FLR

SLAB(BTM BA

AAAA

(125)4005825250167541820011111H12251FIFTH FLR

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction193

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Date :R.C.TERRACE SLAB

28.11.12

jos

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 323/TDrg. No

60Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(125)4006400250167541877529291H12249FIFTH FLR

SLAB(BTM BAAAAA

BBBB

CCCC

DDDD

(E)(E)(E)(E)

(7175)40012521767527271H12226FIFTH FLR

SLAB(BTM BA

AAAA

BBBB

(C)(C)(C)(C)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction194

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 423/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(1000)250227013340032162H1244FIFTH FLR

SLAB(TOP BA

AAAA

BBBB

(C)(C)(C)(C)

semi-circularsemi-circularsemi-circularsemi-circular

(1000)20022751333751472H1245FIFTH FLR

SLAB(TOP BA

AAAA

BBBB

(C)(C)(C)(C)

semi-circularsemi-circularsemi-circularsemi-circular

(600)81020081031235020102H1246FIFTH FLR

SLAB(TOP BA

AAAA

BBBB

CCCC

(D)(D)(D)(D)

00106502721362H1210FIFTH FLR

SLAB(TOP BA

AAAA

001150054272H12235FIFTH FLR

SLAB(TOP BA

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction195

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 423/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

001037554272H1215FIFTH FLR

SLAB(TOP BA

AAAA

0028751472H1230FIFTH FLR

SLAB(TOP BA

AAAA

00257520102H1231FIFTH FLR

SLAB(TOP BA

AAAA

0026751682H1241FIFTH FLR

SLAB(TOP BA

AAAA

001850842H1240FIFTH FLR

SLAB(TOP BA

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction196

Page 198: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 423/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

0035251892H1236FIFTH FLR

SLAB(TOP BA

AAAA

0035751892H1237FIFTH FLR

SLAB(TOP BA

AAAA

(6375)110012012503187756283142H1228FIFTH FLR

SLAB(TOP BA

AAAA

BBBB

CCCC

(D)(D)(D)(D)

0049251472H1224FIFTH FLR

SLAB(TOP BA

AAAA

0038001262H1225FIFTH FLR

SLAB(TOP BA

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction197

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 423/TDrg. No

40Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

00475026132H1238FIFTH FLR

SLAB(TOP BA

AAAA

00417536182H1219FIFTH FLR

SLAB(TOP BA

AAAA

00220024122H1235FIFTH FLR

SLAB(TOP BA

AAAA

(7275)1100120125031967566332H12248FIFTH FLR

SLAB(TOP BA

AAAA

BBBB

CCCC

(D)(D)(D)(D)

(5475)110012012503178751262H12253FIFTH FLR

SLAB(TOP BA

AAAA

BBBB

CCCC

(D)(D)(D)(D)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction198

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 423/TDrg. No

50Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(2350)1100120125031475044222H12255FIFTH FLR

SLAB(TOP BA

AAAA

BBBB

CCCC

(D)(D)(D)(D)

00625022112H1209FIFTH FLR

SLAB(TOP BA

AAAA

(5350)110012012503177501472H12254FIFTH FLR

SLAB(TOP BA

AAAA

BBBB

CCCC

(D)(D)(D)(D)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction199

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 523/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

001010024241H1253FIFTH FLR

SLAB(STIFFE

AAAA

001047524241H1254FIFTH FLR

SLAB(STIFFE

AAAA

00737524241H1252FIFTH FLR

SLAB(STIFFE

AAAA

00300441H1248FIFTH FLR

SLAB(STIFFE

AAAA

00775881H1247FIFTH FLR

SLAB(STIFFE

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction200

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 523/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

001525881H1249FIFTH FLR

SLAB(STIFFE

AAAA

00225012121H12221FIFTH FLR

SLAB(STIFFE

AAAA

(190)682519021710080801H20257FIFTH FLR

SLAB(STIFFE

AAAA

BBBB

(C)(C)(C)(C)

(130)(130)2505505117753843841H10258FIFTH FLR

SLAB(STIFFE

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

(130)(130)2503005112757687681H10259FIFTH FLR

SLAB(STIFFE

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction201

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Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 523/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

001825661H12222FIFTH FLR

SLAB(STIFFE

AAAA

00725441H1250FIFTH FLR

SLAB(STIFFE

AAAA

00950441H1251FIFTH FLR

SLAB(STIFFE

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction202

Page 204: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :R.C.TERRACE SLAB

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB 587 A523/Drg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

0027251761761H16146FIFTH FLR

SLAB(COL.HE

AAAA

0018252532531H16147FIFTH FLR

SLAB(COL.HE

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction203

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FIFTH FLOOR BEAMS

204

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7

205

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206

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207

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208

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209

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210

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211

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212

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213

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ROOF SLAB

214

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Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 333/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 3800 10 10 1H1203ROOF SLABBOTTOM REB

(1600) 250 8460 250 1600 41 12075 1 1 1H1212aROOF SLABBOTTOM REB

(1595) 250 8385 250 1595 41 12000 1 1 1H1212bROOF SLABBOTTOM REB

(1595) 250 8305 250 1595 41 11900 1 1 1H1212c

(1590) 250 8230 250 1590 41 11825 1 1 1H1212d

(1590) 250 8150 250 1590 41 11750 1 1 1H1212e

(1585) 250 8070 250 1585 41 11650 1 1 1H1212f

(1585) 250 7995 250 1585 41 11575 1 1 1H1212g

(1580) 250 7915 250 1580 41 11500 1 1 1H1212h

(1580) 250 7840 250 1580 41 11425 1 1 1H1212i

(1575) 250 7760 250 1575 41 11325 1 1 1H1212j

(1570) 250 7685 250 1570 41 11250 1 1 1H1212k

(1570) 250 7605 250 1570 41 11150 1 1 1H1212l

(1565) 250 7530 250 1565 41 11075 1 1 1H1212m

(1565) 250 7450 250 1565 41 11000 1 1 1H1212n

(1560) 250 7375 250 1560 41 10900 1 1 1H1212o

(1560) 250 7295 250 1560 41 10825 1 1 1H1212p

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction215

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Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 333/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

(1555) 250 7220 250 1555 41 10750 1 1 1H1212qROOF SLABBOTTOM REB

(1555) 250 7140 250 1555 41 10675 1 1 1H1212r

(1550) 250 7065 250 1550 41 10575 1 1 1H1212s

(1545) 250 6985 250 1545 41 10500 1 1 1H1212t

(1545) 250 6910 250 1545 41 10425 1 1 1H1212u

(1540) 250 6830 250 1540 41 10325 1 1 1H1212v

(1540) 250 6755 250 1540 41 10250 1 1 1H1212w

(1535) 250 6675 250 1535 41 10150 1 1 1H1212x

(1535) 250 6600 250 1535 41 10075 1 1 1H1212y

(1530) 250 6520 250 1530 41 10000 1 1 1H1212z

(1530) 250 6445 250 1530 41 9925 1 1 1H1212aa

(1525) 250 6365 250 1525 41 9825 1 1 1H1212ab

(1520) 250 6290 250 1520 41 9750 1 1 1H1212ac

(1520) 250 6210 250 1520 41 9675 1 1 1H1212ad

(1515) 250 6135 250 1515 41 9575 1 1 1H1212ae

(1515) 250 6055 250 1515 41 9500 1 1 1H1212af

(1510) 250 5980 250 1510 41 9425 1 1 1H1212ag

(1510) 250 5900 250 1510 41 9325 1 1 1H1212ah

(1505) 250 5820 250 1505 41 9250 1 1 1H1212ai

(1505) 250 5745 250 1505 41 9175 1 1 1H1212aj

(1500) 250 5665 250 1500 41 9075 1 1 1H1212ak

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction216

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Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 333/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 10625 92 92 1H1214ROOF SLABBOTTOM REB

00 8950 4 4 1H1215aROOF SLABBOTTOM REB

00 8775 4 4 1H1215bROOF SLABBOTTOM REB

00 8575 4 4 1H1215c

00 8400 4 4 1H1215d

00 8225 4 4 1H1215e

00 8025 4 4 1H1215f

00 7850 4 4 1H1215g

00 7650 4 4 1H1215h

00 7475 4 4 1H1215i

00 7300 4 4 1H1215j

00 7100 4 4 1H1215k

00 6925 4 4 1H1215l

00 6750 4 4 1H1215m

00 6550 4 4 1H1215n

00 6375 4 4 1H1215o

00 6200 4 4 1H1215p

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction217

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Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 333/TDrg. No

40Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 6000 4 4 1H1215qROOF SLABBOTTOM REB

00 5825 4 4 1H1215r

00 5650 4 4 1H1215s

00 5450 4 4 1H1215t

00 5275 4 4 1H1215u

00 5100 4 4 1H1215v

00 10625 46 46 1H1216

00 10700 2 2 1H1217aROOF SLABBOTTOM REB

00 10625 2 2 1H1217bROOF SLABBOTTOM REB

00 10550 2 2 1H1217c

00 10475 2 2 1H1217d

00 10400 2 2 1H1217e

00 10325 2 2 1H1217f

00 10250 2 2 1H1217g

00 10150 2 2 1H1217h

00 10075 2 2 1H1217i

00 10000 2 2 1H1217j

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction218

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Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 333/TDrg. No

50Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 9925 2 2 1H1217kROOF SLABBOTTOM REB

00 9850 2 2 1H1217l

00 9775 2 2 1H1217m

00 9700 2 2 1H1217n

00 9600 2 2 1H1217o

00 9525 2 2 1H1217p

00 9450 2 2 1H1217q

00 9375 2 2 1H1217r

00 9300 2 2 1H1217s

00 9225 2 2 1H1217t

00 9150 2 2 1H1217u

00 9050 2 2 1H1217v

00 8975 2 2 1H1217w

(1600) 250 8095 13 9825 37 37 1H1226

(500) 125 2115 125 500 41 3275 2 2 1H1239aROOF SLABBOTTOM REB

(500) 125 2035 125 500 41 3200 2 2 1H1239bROOF SLABBOTTOM REB

(500) 125 1960 125 500 41 3125 2 2 1H1239c

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction219

Page 221: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 333/TDrg. No

60Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

(500) 125 1885 125 500 41 3050 2 2 1H1239dROOF SLABBOTTOM REB

(500) 125 1810 125 500 41 2975 2 2 1H1239e

(500) 125 1735 125 500 41 2900 2 2 1H1239f

00 4200 1 1 1H1040a

00 4075 1 1 1H1040bROOF SLABBOTTOM REB

00 3925 1 1 1H1040c

00 3800 1 1 1H1040d

00 3650 1 1 1H1040e

00 3525 1 1 1H1040f

00 3375 1 1 1H1040g

00 3250 1 1 1H1040h

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction220

Page 222: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 433/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 3800 10 10 1H1203ROOF TOPREBAR

(600) 875 200 735 31 2350 19 19 1H1213ROOF TOPREBAR

00 2400 488 488 1H1218ROOF TOPREBAR

(1630) 250 2875 13 4650 262 262 1H1219ROOF TOPREBAR

00 2775 60 60 1H1020ROOF TOPREBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction221

Page 223: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 433/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 2775 60 60 1H1021ROOF TOPREBAR

00 2275 40 40 1H1022ROOF TOPREBAR

00 1775 10 10 1H1023ROOF TOPREBAR

00 2500 10 10 1H1024ROOF TOPREBAR

00 2725 26 26 1H1225ROOF TOPREBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction222

Page 224: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 433/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 7150 37 37 1H1227ROOF TOPREBAR

00 6775 1 1 1H1228aROOF TOPREBAR

00 6725 1 1 1H1228bROOF TOPREBAR

00 6650 1 1 1H1228c

00 6600 1 1 1H1228d

00 6525 1 1 1H1228e

00 6450 1 1 1H1228f

00 6400 1 1 1H1228g

00 6325 1 1 1H1228h

00 6275 1 1 1H1228i

00 6200 1 1 1H1228j

00 6125 1 1 1H1228k

00 6075 1 1 1H1228l

00 6000 1 1 1H1228m

00 5950 1 1 1H1228n

00 5875 1 1 1H1228o

00 5825 1 1 1H1228p

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction223

Page 225: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 433/TDrg. No

40Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 5750 1 1 1H1228qROOF TOPREBAR

00 5675 1 1 1H1228r

00 5625 1 1 1H1228s

00 5550 1 1 1H1228t

00 5500 1 1 1H1228u

00 5425 1 1 1H1228v

00 5350 1 1 1H1228w

00 5300 1 1 1H1228x

00 5225 1 1 1H1228y

00 5175 1 1 1H1228z

00 5100 1 1 1H1228aa

00 5025 1 1 1H1228ab

00 4975 1 1 1H1228ac

00 4900 1 1 1H1228ad

00 4850 1 1 1H1228ae

00 4775 1 1 1H1228af

00 4725 1 1 1H1228ag

00 4650 1 1 1H1228ah

00 4575 1 1 1H1228ai

00 4525 1 1 1H1228aj

00 4450 1 1 1H1228ak

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction224

Page 226: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 433/TDrg. No

50Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 8675 20 20 1H1029ROOF TOPREBAR

00 11775 20 20 1H1030ROOF TOPREBAR

00 10425 20 20 1H1031ROOF TOPREBAR

00 2875 16 16 1H1032ROOF TOPREBAR

00 2875 16 16 1H1033ROOF TOPREBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction225

Page 227: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 433/TDrg. No

60Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 1150 16 16 1H1034ROOF TOPREBAR

00 2700 16 16 1H1035ROOF TOPREBAR

00 1300 16 16 1H1036ROOF TOPREBAR

00 2775 8 8 1H1037ROOF TOPREBAR

(495) 880 250 860 31 2425 19 19 1H1238ROOF TOPREBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction226

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Date :FIRST FLOOR / ROOF SLAB

28.11.12

SEGUN

Job No :

Last revised :

Project :By :

AFDBClient :

YBRB587 433/TDrg. No

70Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

ShapeCode

Lengthof each

barmm +

TotalNo

No ofbars ineach

No ofmbrs

TypeandSize

Bar Mark

Member

00 1900 8 8 1H1041ROOF TOPREBAR

3010 855 60 3870 1175 99 8975 11 11 1H1042ROOF TOPREBAR

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction227

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ROOF BEAMS

228

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3 6

229

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230

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231

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232

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233

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234

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235

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236

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237

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238

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239

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240

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241

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COLUMNS

242

Page 244: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :R.C.COLUMNS

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 598 733/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(300)51075187512502550H1020COL. TYPE 1

AAAA

(B)(B)(B)(B)

(6340)415116700400850H2024COL. TYPE 1

(B)(B)(B)(B)

AAAA

(4120)300114375400850H2025COL. TYPE 1

(B)(B)(B)(B)

AAAA

(4325)3001145753284H2006COL. TYPE 1A

(B)(B)(B)(B)

AAAA

(300)51075187580204H1020COL. TYPE 1A

AAAA

(B)(B)(B)(B)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction243

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Date :R.C.COLUMNS

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 598 733/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(4120)3001143753284H2025COL. TYPE 1A

(B)(B)(B)(B)

AAAA

(4345)30011462556414H1611COL. TYPE 2

(B)(B)(B)(B)

AAAA

(130)(130)2752755112753222314H1012COL. TYPE 2

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

(3970)30011425056414H1648COL. TYPE 2

(B)(B)(B)(B)

AAAA

(130)(130)5505505123752001002H1013COL. TYPE 3

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction244

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Date :R.C.COLUMNS

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 598 733/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(3495)30011375024122H2022COL. TYPE 3

(B)(B)(B)(B)

AAAA

(4120)30011437524122H2025COL. TYPE 3

(B)(B)(B)(B)

AAAA

(130)(130)5502505117754002002H1031COL. TYPE 3

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

50(2685)3251710264725100502H2036COL. TYPE 3

AAAA

BBBB

(C)(C)(C)(C)

DDDD

50(3530)325167026552524122H2049COL. TYPE 3

AAAA

BBBB

(C)(C)(C)(C)

DDDD

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction245

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Date :R.C.COLUMNS

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 598 733/TDrg. No

40Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(4505)3001147501682H2507COL. TYPE 4

(B)(B)(B)(B)

AAAA

(130)(130)1805505116252081042H1018COL. TYPE 4

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

50(2685)325172526475032162H1619COL. TYPE 4

AAAA

BBBB

(C)(C)(C)(C)

DDDD

50(3765)32516302657251682H2530COL. TYPE 4

AAAA

BBBB

(C)(C)(C)(C)

DDDD

(130)(130)1802505110252081042H1032COL. TYPE 4

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction246

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Date :R.C.COLUMNS

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 598 733/TDrg. No

50Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

50(2685)32517102647251682H2036COL. TYPE 4

AAAA

BBBB

(C)(C)(C)(C)

DDDD

50(2685)32519252649501682H1637COL. TYPE 4

AAAA

BBBB

(C)(C)(C)(C)

DDDD

(3585)3001138751682H1650COL. TYPE 4

(B)(B)(B)(B)

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction247

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Date :R.C.COLUMNS

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 598 833/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(4505)30011475072184H2507COL. TYPE 5

(B)(B)(B)(B)

AAAA

(300)510751875372934H1020COL. TYPE 5

AAAA

(B)(B)(B)(B)

50(3530)325184026570072184H2529COL. TYPE 5

AAAA

BBBB

(C)(C)(C)(C)

DDDD

50(2910)3251630264875360904H2534COL. TYPE 5

AAAA

BBBB

(C)(C)(C)(C)

DDDD

(3160)30011340072184H2538COL. TYPE 5

(B)(B)(B)(B)

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction248

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Date :R.C.COLUMNS

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 598 833/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(4505)30011475054183H2507COL. TYPE 6

(B)(B)(B)(B)

AAAA

(300)510751875282943H1020COL. TYPE 6

AAAA

(B)(B)(B)(B)

50(3765)325163026572554183H2530COL. TYPE 6

AAAA

BBBB

(C)(C)(C)(C)

DDDD

50(2910)3251630264875270903H2534COL. TYPE 6

AAAA

BBBB

(C)(C)(C)(C)

DDDD

(3160)30011340054183H2538COL. TYPE 6

(B)(B)(B)(B)

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction249

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Date :R.C.COLUMNS

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 598 833/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(4440)30011467572184H2508COL. TYPE 7

(B)(B)(B)(B)

AAAA

(300)510751875372934H1020COL. TYPE 7

AAAA

(B)(B)(B)(B)

50(3765)325163026572572184H2530COL. TYPE 7

AAAA

BBBB

(C)(C)(C)(C)

DDDD

50(2910)3251630264875360904H2534COL. TYPE 7

AAAA

BBBB

(C)(C)(C)(C)

DDDD

(3160)30011340072184H2538COL. TYPE 7

(B)(B)(B)(B)

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction250

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Date :R.C.COLUMNS

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 598 933/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(130)(130)5505505123753001003H1013COL. TYPE 10

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

50(2700)3251650264675144483H2015COL. TYPE 10

AAAA

BBBB

(C)(C)(C)(C)

DDDD

(3495)30011375036123H2022COL. TYPE 10

(B)(B)(B)(B)

AAAA

(130)(130)180180519002483H1023COL. TYPE 10

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

(4120)30011437536123H2025COL. TYPE 10

(B)(B)(B)(B)

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction251

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Date :R.C.COLUMNS

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 598 933/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(1795)3001120751243H1627COL. TYPE 10

(B)(B)(B)(B)

AAAA

(1495)3001117751243H1628COL. TYPE 10

(B)(B)(B)(B)

AAAA

(130)(130)5502505117756002003H1031COL. TYPE 10

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

50(3530)325167026552536123H2049COL. TYPE 10

AAAA

BBBB

(C)(C)(C)(C)

DDDD

(130)(130)5505505123754001004H1013COL. TYPE 11

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction252

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Date :R.C.COLUMNS

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 598 933/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

50(2700)3251650264675192484H2015COL. TYPE 11

AAAA

BBBB

(C)(C)(C)(C)

DDDD

(3495)30011375048124H2022COL. TYPE 11

(B)(B)(B)(B)

AAAA

(4120)30011437596244H2025COL. TYPE 11

(B)(B)(B)(B)

AAAA

(130)(130)5502505117758002004H1031COL. TYPE 11

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

50(3530)325167026552548124H2049COL. TYPE 11

AAAA

BBBB

(C)(C)(C)(C)

DDDD

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction253

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Date :R.C.COLUMNS

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 598 933/TDrg. No

40Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

50(3000)325115026447596244H1614COL. TYPE 8

AAAA

BBBB

(C)(C)(C)(C)

DDDD

(3495)3001137752464H1617COL. TYPE 8

(B)(B)(B)(B)

AAAA

(130)(130)1754505114254801204H1021COL. TYPE 8

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

(4120)3001143752464H2025COL. TYPE 8

(B)(B)(B)(B)

AAAA

50(3530)32516702655252464H2049COL. TYPE 8

AAAA

BBBB

(C)(C)(C)(C)

DDDD

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction254

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Date :R.C.COLUMNS

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 598 933/TDrg. No

50Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

50(3000)325115026447524241H1614COL. TYPE 9

AAAA

BBBB

(C)(C)(C)(C)

DDDD

50(2700)3251650264675881H2015COL. TYPE 9

AAAA

BBBB

(C)(C)(C)(C)

DDDD

50(3555)3251925265825881H2516COL. TYPE 9

AAAA

BBBB

(C)(C)(C)(C)

DDDD

(3495)300113775881H1617COL. TYPE 9

(B)(B)(B)(B)

AAAA

(130)(130)1805505116251041041H1018COL. TYPE 9

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction255

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Date :R.C.COLUMNS

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 598 933/TDrg. No

60Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(4405)1000115350881H2526COL. TYPE 9

(B)(B)(B)(B)

AAAA

(130)(130)1802505110251041041H1032COL. TYPE 9

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction256

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Date :R.C.COLUMNS

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 598 043/TDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(130)(130)22035051130046232H1041COL. TYPE 13

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

(130)(130)22082051225046232H1040COL. TYPE 13

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

(4015)30011430020102H1645COL. TYPE 13

(B)(B)(B)(B)

AAAA

(4325)30011460020102H1644COL. TYPE 13

(B)(B)(B)(B)

AAAA

(4015)3001143002446H1645COL. TYPE 14

(B)(B)(B)(B)

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction257

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Date :R.C.COLUMNS

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 598 043/TDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(130)(130)215220511050138236H1039COL. TYPE 14

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

(4325)3001146002446H1644COL. TYPE 14

(B)(B)(B)(B)

AAAA

(130)(130)220109551280023231H1046COL. TYPE 15

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

(4015)30011430012121H1645COL. TYPE 15

(B)(B)(B)(B)

AAAA

(130)(130)22050051160046461H1047COL. TYPE 15

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction258

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Date :R.C.COLUMNS

28.11.12

JOS

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 598 043/TDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(4325)30011460012121H1644COL. TYPE 15

(B)(B)(B)(B)

AAAA

(130)(130)220250511100138236H1043COL. TYPE 16

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

(4325)3001146004886H1644COL. TYPE 16

(B)(B)(B)(B)

AAAA

(130)(130)220520511650138236H1042COL. TYPE 16

BBBB

AAAA

(D)(D)(D)(D)

(C)(C)(C)(C)

(4015)3001143004886H1645COL. TYPE 16

(B)(B)(B)(B)

AAAA

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction259

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R.C. WALLS

260

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Date :R.C. WALL 28.11.12S.A.M

Job No :

Last revised :

Project :By :

AFDBClient :

143/TDrg. No

10Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

0092002422421H1204WALL 1

A

00860026261H1205WALL 1

A

(975)1909752121002762761H1206WALL 1

A

B

(C)

(220)(220)82523051245024241H1207WALL 1

B

A

(D)

(C)

00525010101H2008WALL 1

A

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction261

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Date :R.C. WALL 28.11.12S.A.M

Job No :

Last revised :

Project :By :

AFDBClient :

143/TDrg. No

20Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(450)322011365018181H1609WALL 1

(B)

A

002200661H1617WALL 1

A

(4380)4501148001041041H1621WALL 1

(B)

A

(2915)45011335018181H1622WALL 1

(B)

A

(600)260600211400991H1623WALL 1

A

B

(C)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction262

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Date :R.C. WALL 28.11.12S.A.M

Job No :

Last revised :

Project :By :

AFDBClient :

143/TDrg. No

30Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

00700024241H1243WALL 1

A

(200)33351135251161161H1651WALL 1

(B)

A

001875331H1654WALL 1

A

0044508448441H1655WALL 1

A

00545098981H1657WALL 1

A

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction263

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

243/TDrg. No

10Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(975)1909752121002582581H1206WALL 2

A

B

(C)

00462526261H1229WALL 2

A

00477512121H1246WALL 2

A

47956748003203201H1647WALL 2

A

B

C

R

(450)418011460064641H1648WALL 2

(B)

A

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction264

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

243/TDrg. No

20Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(200)333511352564641H1651WALL 2

(B)

A

00545032321H1657WALL 2

A

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction265

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

343/TDrg. No

10Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(450)398011440076761H1601WALL 3

(B)

A

00525076761H1602WALL 3

A

(2855)45011327524241H1610WALL 3

(B)

A

00230024241H1611WALL 3

A

00145036361H1612WALL 3

A

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction266

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

343/TDrg. No

20Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

00727569691H1213WALL 3

A

(975)2309752121502622621H1214WALL 3

A

B

(C)

(610)23561021140044441H1615WALL 3

A

B

(C)

0053501201201H1216WALL 3

A

00220030301H1617WALL 3

A

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction267

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

343/TDrg. No

30Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

00185012121H1618WALL 3

A

00115024241H1619WALL 3

A

0075058581H1620WALL 3

A

(160)(160)23036051140089891H1224WALL 3

B

A

(D)

(C)

00720022221H1228WALL 3

A

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction268

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

343/TDrg. No

40Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

479567480076761H1647WALL 3

A

B

C

R

(200)333511352598981H1651WALL 3

(B)

A

00200018181H1653WALL 3

A

0044502862861H1655WALL 3

A

(2420)240242021502511111H1656WALL 3

A

B

(C)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction269

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

343/TDrg. No

50Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(610)26061021142535351H1658WALL 3

A

B

(C)

(260)2352602170036361H1662WALL 3

A

B

(C)

(130)2351302145012121H1663WALL 3

A

B

(C)

00150024241H1664WALL 3

A

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction270

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

443/TDrg. No

10Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(980)2109952121505165161H1227WALL 4

A

B

(C)

0020252842841H1230WALL 4

A

479567480030301H1647WALL 4

A

B

C

R

(4190)42011460028281H1649WALL 4

(B)

A

(150)333511347528281H1652WALL 4

(B)

A

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction271

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

443/TDrg. No

20Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

0044501121121H1655WALL 4

A

00545028281H1657WALL 4

A

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction272

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

543/Drg. No

10Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

00220030301H1617WALL 5

A

001850661H1618WALL 5

A

00525018181H1626WALL 5

A

(1200)235120021257590901H1631WALL 5

A

B

(C)

(3990)46011442518181H1632WALL 5

(B)

A

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction273

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

543/Drg. No

20Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(2880)46011332520201H1633WALL 5

(B)

A

0023001601601H1234WALL 5

A

(160)(160)62521051187512121H1235WALL 5

B

A

(D)

(C)

00230018181H1636WALL 5

A

(160)(160)80521051225070701H1237WALL 5

B

A

(D)

(C)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction274

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

543/Drg. No

30Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(160)(160)70517051195070701H1238WALL 5

B

A

(D)

(C)

(920)2109202120251581581H1241WALL 5

A

B

(C)

(950)26095021210010101H1650WALL 5

A

B

(C)

(150)333511347532321H1652WALL 5

(B)

A

00445072721H1655WALL 5

A

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction275

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

543/Drg. No

40Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(1200)260120021260020201H1659WALL 5

A

B

(C)

(1200)260120021257510101H2060WALL 5

A

B

(C)

(2420)235242021502510101H1661WALL 5

A

B

(C)

(850)23585021187520201H1665WALL 5

A

B

(C)

(1005)235114521232510101H1666WALL 5

A

B

(C)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction276

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

543/Drg. No

50Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(920)160920211975991H1267WALL 5

A

B

(C)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction277

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

643/TDrg. No

10Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

00525042421H1602WALL 6

A

(4390)42011480042421H1625WALL 6

(B)

A

0030002802801H1239WALL 6

A

0044501681681H1640WALL 6

A

(920)2109202120252902901H1241WALL 6

A

B

(C)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction278

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

643/TDrg. No

20Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

479567480042421H1647WALL 6

A

B

C

R

(150)333511347542421H1652WALL 6

(B)

A

(4190)42011460024241H1649WALL 8

(B)

A

(4695)19011487524241H1682WALL 8

(B)

A

(2285)46046060560525350036361H1288WALL 8

(E)

ACB D

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction279

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

643/TDrg. No

30Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(2640)46046060560525385036361H1289WALL 8

(E)

ACB D

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction280

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

743/TDrg. No

10Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

00220030301H1617WALL 7

A

(1200)235120021257510101H1631WALL 7

A

B

(C)

(3440)46011387584841H1642WALL 7

(B)

A

479567480036361H1647WALL 7

A

B

C

R

(150)333511347552521H1652WALL 7

(B)

A

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction281

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

743/TDrg. No

20Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(850)23585021187520201H1665WALL 7

A

B

(C)

00487536361H1668WALL 7

A

00532536361H2069WALL 7

A

(3990)46011440036361H2070WALL 7

(B)

A

(1425)230142521305072721H1271WALL 7

A

B

(C)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction282

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

743/TDrg. No

30Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

0037251561561H1272WALL 7

A

(1395)235139521297520201H1673WALL 7

A

B

(C)

00180018181H1674WALL 7

A

(2395)235239521497510101H1675WALL 7

A

B

(C)

(1125)23011252124502252251H1276WALL 7

A

B

(C)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction283

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

743/TDrg. No

40Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(1655)260165521347520201H2077WALL 7

A

B

(C)

(2785)46011322520201H1678WALL 7

(B)

A

(900)26090021200010101H1679WALL 7

A

B

(C)

(975)23097521215022221H1280WALL 7

A

B

(C)

(1125)210112521242522221H1281WALL 7

A

B

(C)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction284

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

743/TDrg. No

50Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

002550661H1693WALL 7

A

(1425)210142521302570701H1294WALL 7

A

B

(C)

00452592921H1695WALL 7

A

(1045)235104521227524241H1696WALL 7

A

B

(C)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction285

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

843/TDrg. No

10Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(4190)42011460036182H1649WALL 10

(B)

A

002350132662H1297WALL 10

A

00525036361H1602WALL 9

A

0044501501501H1640WALL 9

A

(920)2109202120251571571H1241WALL 9

A

B

(C)

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction286

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

843/TDrg. No

20Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

479567480034341H1647WALL 9

A

B

C

R

210(520)2406702914251241241H1283WALL 9

A

B

(C)

D

(605)108514351520501081081H1284WALL 9

A

(C)

B

(1095)83011001522001081081H1285WALL 9

A

(C)

B

(1270)4606051518751411411H1286WALL 9

A

(C)

B

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction287

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

843/TDrg. No

30Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(1830)46046060560525305034341H1287WALL 9

(E)

ACB D

(1480)460830605109525317534341H1290WALL 9

(E)

ACB D

(150)338011350036361H1691WALL 9

(B)

A

(4390)46011482536361H1692WALL 9

(B)

A

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction288

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

943/TDrg. No

10Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(4190)4201146001681681H1649WALL 11

(B)

A

(4395)1901145751861861H1698WALL 11

(B)

A

00895034341H1299WALL 11

A

00535034341H12100WALL 11

A

(4190)42011460030301H1649WALL 12

(B)

A

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction289

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

943/TDrg. No

20Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(4395)19011457530301H1698WALL 12

(B)

A

00255034341H12101WALL 12

A

(4395)19011457568681H1698WALL 13

(B)

A

(3200)42011360068681H16102WALL 13

(B)

A

00537534341H12103WALL 13

A

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction290

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

943/TDrg. No

30Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(4190)4201146001241241H1649WALL 14

(B)

A

(4395)1901145751221221H1698WALL 14

(B)

A

00495068681H12104WALL 14

A

00445068681H12105WALL 14

A

00130012121H12106WALL 14

A

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction291

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Date :R.C. WALL 28.11.12

Job No :

Last revised :

Project :By :

AFDBClient :

943/TDrg. No

40Sheet NoRevn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(4190)4201146001241241H1649WALL 15

(B)

A

(4395)1901145751221221H1698WALL 15

(B)

A

00495068681H12104WALL 15

A

00445068681H12105WALL 15

A

001375881H12107WALL 15

A

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction292

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STAIRCASES

  

293

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Date :R.C. STAIRCASE TYPE 1&2 18.10.12S.A.M.

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKSClient :

YBRB 587 753/TDrg. No10Sheet No

RevnStatus

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

655(370)43518077536170014141H1686STAIRCASE TYPE 1

00197518181H1090STAIRCASE TYPE 1

00172531311H1096STAIRCASE TYPE 1

1517171H10102STAIRCASE TYPE 1

(900)16590021190012121H16103STAIRCASE TYPE 1

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction

3

294

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Date :R.C. STAIRCASE TYPE 1&2 18.10.12S.A.M.

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKSClient :

YBRB 587 753/TDrg. No20Sheet No

RevnStatus

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(910)16591021192519191H16104STAIRCASE TYPE 1

(4195)48086015507514141H16107STAIRCASE TYPE 1

1095(3685)2000180526750014141H16108STAIRCASE TYPE 1

(1295)555100015230015151H16109STAIRCASE TYPE 1

(1000)555100015200014141H16110STAIRCASE TYPE 1

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction295

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Date :R.C. STAIRCASE TYPE 1&2 18.10.12S.A.M.

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKSClient :

YBRB 587 753/TDrg. No30Sheet No

RevnStatus

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(1000)5551000152000001H16111STAIRCASE TYPE 1

(2350)1000182515417512121H16112STAIRCASE TYPE 1

(2195)930169515390012121H16113STAIRCASE TYPE 1

2175(1840)4000271026855013131H16114STAIRCASE TYPE 1

(1000)555100015200012121H16115STAIRCASE TYPE 1

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction296

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Date :R.C. STAIRCASE TYPE 1&2 18.10.12S.A.M.

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKSClient :

YBRB 587 753/TDrg. No40Sheet No

RevnStatus

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(1000)555100015200012121H16116STAIRCASE TYPE 1

(1640)51593015257515151H16118STAIRCASE TYPE 1

(1055)1245227515335015151H16119STAIRCASE TYPE 1

(1000)555100015200014141H16120STAIRCASE TYPE 1

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction297

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Date :R.C. STAIRCASE TYPE 1&2 18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKSClient :

YBRB 587 853/TDrg. No10Sheet No

RevnStatus

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(900)16590021190060125H16103STAIRCASE TYPE 1 1ST-TE

(910)16591021192595195H16104STAIRCASE TYPE 1 1ST-TE

(910)165910211925190385H16105STAIRCASE TYPE 1 1ST-TE

(910)165910211925120245H16106STAIRCASE TYPE 1 1ST-TE

(1560)44090015247575155H16121STAIRCASE TYPE 1 1ST-TE

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction

4

298

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Date :R.C. STAIRCASE TYPE 1&2 18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKSClient :

YBRB 587 853/TDrg. No20Sheet No

RevnStatus

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(2730)485100015375065135H16122STAIRCASE TYPE 1 1ST-TE

1215(965)2545342026695070145H16123STAIRCASE TYPE 1 1ST-TE

(900)44090015180070145H16124STAIRCASE TYPE 1 1ST-TE

(900)44090015180065135H16125STAIRCASE TYPE 1 1ST-TE

001975100205H10126STAIRCASE TYPE 1 1ST-TE

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction299

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Date :R.C. STAIRCASE TYPE 1&2 18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKSClient :

YBRB 587 853/TDrg. No30Sheet No

RevnStatus

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(2125)920192015405065135H16127STAIRCASE TYPE 1 1ST-TE

1815(1785)3815273026835060125H16128STAIRCASE TYPE 1 1ST-TE

(1000)485100015200060125H16129STAIRCASE TYPE 1 1ST-TE

(900)485100015190060125H16130STAIRCASE TYPE 1 1ST-TE

(2380)485100015340065135H16131STAIRCASE TYPE 1 1ST-TE

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction300

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Date :R.C. STAIRCASE TYPE 1&2 18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKSClient :

YBRB 587 853/TDrg. No40Sheet No

RevnStatus

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

26140285H10132STAIRCASE TYPE 1 1ST-TE

1065(3405)2230206026770070145H16133STAIRCASE TYPE 1 1ST-TE

(4000)46595515497570145H16134STAIRCASE TYPE 1 1ST-TE

(1460)44090015237575155H16135STAIRCASE TYPE 1 1ST-TE

(1000)485100015200070145H16136STAIRCASE TYPE 1 1ST-TE

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction301

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Date :R.C. STAIRCASE TYPE 1&2 18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKSClient :

YBRB 587 853/TDrg. No50Sheet No

RevnStatus

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(1000)485100015200070145H16137STAIRCASE TYPE 1 1ST-TE

0090185H10138STAIRCASE TYPE 1 1ST-TE

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction302

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Date :R.C. STAIRCASE TYPE 1&2 18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKSClient :

YBRB 587 953/TDrg. No10Sheet No

RevnStatus

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(510)10101675142200991H16139STAIRCASE TYPE 2 GRD. -

(900)9151585152500991H16140STAIRCASE TYPE 2 GRD. -

(1160)17152990154150991H16141STAIRCASE TYPE 2 GRD. -

(905)5851005151925991H16143STAIRCASE TYPE 2 GRD. -

00122528281H10144STAIRCASE TYPE 2 GRD. -

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction

5

303

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Date :R.C. STAIRCASE TYPE 1&2 18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKSClient :

YBRB 587 953/TDrg. No20Sheet No

RevnStatus

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

590(160)18351010282975991H16145STAIRCASE TYPE 2 GRD. -

505(140)148084027242510101H16146STAIRCASE TYPE 2 GRD. -

285(160)1620470282225991H16147STAIRCASE TYPE 2 GRD. -

915(1060)1545193526455010101H16148STAIRCASE TYPE 2 GRD. -

(905)540905151825991H16149STAIRCASE TYPE 2 GRD. -

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction304

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Date :R.C. STAIRCASE TYPE 1&2 18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKSClient :

YBRB 587 953/TDrg. No30Sheet No

RevnStatus

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(905)540905151825001H16150STAIRCASE TYPE 2 GRD. -

00125014141H10151STAIRCASE TYPE 2 GRD. -

(1380)5851000152400991H16152STAIRCASE TYPE 2 GRD. -

585(160)12551000272400881H16153STAIRCASE TYPE 2 GRD. -

1455(900)25351730265175991H16154STAIRCASE TYPE 2 GRD. -

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction305

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Date :R.C. STAIRCASE TYPE 1&2 18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKSClient :

YBRB 587 953/TDrg. No40Sheet No

RevnStatus

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(900)5851000151900991H16155STAIRCASE TYPE 2 GRD. -

(900)5901015151925991H16156STAIRCASE TYPE 2 GRD. -

00122520201H10157STAIRCASE TYPE 2 GRD. -

(130)(130)19056051167517171H10181STAIRCASE TYPE 2 GRD. -

365(210)2540605283325331H16182STAIRCASE TYPE 2 GRD. -

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction306

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Date :R.C. STAIRCASE TYPE 1&2 18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKSClient :

YBRB 587 953/TDrg. No50Sheet No

RevnStatus

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(210)141518502400450344875331H16183STAIRCASE TYPE 2 GRD. -

(210)141513752400605344550331H16184STAIRCASE TYPE 2 GRD. -

365(210)2070605282850331H16185STAIRCASE TYPE 2 GRD. -

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction307

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Date :R.C. STAIRCASE TYPE 1&2 18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKSClient :

YBRB 587 063/TDrg. No10Sheet No

RevnStatus

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

515(160)18801000283025991H16159STAIRCASE TYPE 2 1ST - 5

(900)5151000151900991H16160STAIRCASE TYPE 2 1ST - 5

(1565)5651100152675991H16161STAIRCASE TYPE 2 1ST - 5

1815(1315)36052125267050991H16162STAIRCASE TYPE 2 1ST - 5

(900)5151000151900991H16163STAIRCASE TYPE 2 1ST - 5

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction

5 6

308

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Date :R.C. STAIRCASE TYPE 1&2 18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKSClient :

YBRB 587 063/TDrg. No20Sheet No

RevnStatus

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

00122524241H10164STAIRCASE TYPE 2 1ST - 5

465(160)139590027242510101H16165STAIRCASE TYPE 2 1ST - 5

465(160)1590900282625991H16166STAIRCASE TYPE 2 1ST - 5

(900)465900151800991H16167STAIRCASE TYPE 2 1ST - 5

(900)465900151800991H16168STAIRCASE TYPE 2 1ST - 5

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction309

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Date :R.C. STAIRCASE TYPE 1&2 18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKSClient :

YBRB 587 063/TDrg. No30Sheet No

RevnStatus

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

765(1025)1505194526447510101H16169STAIRCASE TYPE 2 1ST - 5

0013131H10170STAIRCASE TYPE 2 1ST - 5

465(140)1215900272225991H16171STAIRCASE TYPE 2 1ST - 5

(1425)5151000152425991H16172STAIRCASE TYPE 2 1ST - 5

1515(860)30051770265650991H16173STAIRCASE TYPE 2 1ST - 5

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction310

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Date :R.C. STAIRCASE TYPE 1&2 18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKSClient :

YBRB 587 063/TDrg. No40Sheet No

RevnStatus

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(900)5151000151900991H16174STAIRCASE TYPE 2 1ST - 5

(900)5151000151900991H16175STAIRCASE TYPE 2 1ST - 5

1521211H16176STAIRCASE TYPE 2 1ST - 5

310(205)2650600283425331H16177STAIRCASE TYPE 2 1ST - 5

(205)126017852505290344750331H16178STAIRCASE TYPE 2 1ST - 5

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction311

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Date :R.C. STAIRCASE TYPE 1&2 18.10.12

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKSClient :

YBRB 587 063/TDrg. No50Sheet No

RevnStatus

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar MarkMember

(210)126513302505600344625331H16179STAIRCASE TYPE 2 1ST - 5

315(210)2200600282975331H16180STAIRCASE TYPE 2 1ST - 5

(130)(130)19056051167517171H10181STAIRCASE TYPE 2 1ST - 5

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction312

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Prepared by Interstate Architects Ltd.

In Conjunction with: IAA Associates Ltd.

KOA Associates Ltd. & Construction Economists Partnership Ltd.

BENDING SCHEDULE (SECURITY BUILDING)

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TABLE OF CONTENT PAGES

COLUMN AND BASES 3 - 5

ROOF SLAB 6 - 15

ROOF BEAMS 16 - 30

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COLUMN AND BASES  

3

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Prepared by :

AFRICAN DEVELOPMENT BANK

28.11.12

Checked by :

Bar Schedule ref :

YINKA

10103

Date revisedSite ref :

JIBOY

Date prepared

COLUMN & BASES (SECURITY HOUSE)

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(200)120020021157548163H1201BASE TYP1

(200)1400200211775144188H1202BASE TYP2

(200)160020021197588224H1203BASE TYP3

(200)180020021217572243H1204BASE TYP4

This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm

4

Page 318: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Prepared by :

AFRICAN DEVELOPMENT BANK

28.11.12

Checked by :

Bar Schedule ref :

YINKA

20103

Date revisedSite ref :

JIBOY

Date prepared

COLUMN & BASES (SECURITY HOUSE)

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(130)(130)160160518004682618H1006COL. 1

(3035)15011317572418H1607COL. 1

(2760)30011305072418H1608COL. 1

This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm

5

Page 319: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

ROOF SLAB

6

Page 320: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Prepared by :

AFRICAN DEVELOPMENT BANK,

28.11.12

Checked by :

Bar Schedule ref :

YINKA

10303

Date revisedSite ref :

JIBOY

Date prepared

ROOF SLAB (SECURITY HOUSE)

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(900)11019001328502342341H1201ROOF SLAB

(1300)1102600133950551H1204ROOF SLAB

00642516161H1205ROOF SLAB

001072516161H1206ROOF SLAB

00675016161H1207ROOF SLAB

This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm

7

Page 321: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Prepared by :

AFRICAN DEVELOPMENT BANK,

28.11.12

Checked by :

Bar Schedule ref :

YINKA

20303

Date revisedSite ref :

JIBOY

Date prepared

ROOF SLAB (SECURITY HOUSE)

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

00160036361H1208ROOF SLAB

00270036361H1209ROOF SLAB

00230036361H1210ROOF SLAB

00185036361H1211ROOF SLAB

00175036361H1212ROOF SLAB

This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm

8

Page 322: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Prepared by :

AFRICAN DEVELOPMENT BANK,

28.11.12

Checked by :

Bar Schedule ref :

YINKA

30303

Date revisedSite ref :

JIBOY

Date prepared

ROOF SLAB (SECURITY HOUSE)

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

00575061611H1013ROOF SLAB

00127524241H1014ROOF SLAB

00152512121H1015ROOF SLAB

00195012121H1016ROOF SLAB

00320019191H1017ROOF SLAB

This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm

9

Page 323: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Prepared by :

AFRICAN DEVELOPMENT BANK,

28.11.12

Checked by :

Bar Schedule ref :

YINKA

40303

Date revisedSite ref :

JIBOY

Date prepared

ROOF SLAB (SECURITY HOUSE)

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

00250022221H1018ROOF SLAB

00207518181H1019ROOF SLAB

005800661H1020ROOF SLAB

00192527271H1221ROOF SLAB

(155)595015521622527271H1222ROOF SLAB

This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm

10

Page 324: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Prepared by :

AFRICAN DEVELOPMENT BANK,

28.11.12

Checked by :

Bar Schedule ref :

YINKA

50303

Date revisedSite ref :

JIBOY

Date prepared

ROOF SLAB (SECURITY HOUSE)

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(125)551012521572529291H1223ROOF SLAB

(4845)12511495029291H1224ROOF SLAB

005075661H1225ROOF SLAB

00772522221H1226ROOF SLAB

00862536361H1227ROOF SLAB

This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm

11

Page 325: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Prepared by :

AFRICAN DEVELOPMENT BANK,

28.11.12

Checked by :

Bar Schedule ref :

YINKA

60303

Date revisedSite ref :

JIBOY

Date prepared

ROOF SLAB (SECURITY HOUSE)

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

00417548481H1228ROOF SLAB

00772548481H1029ROOF SLAB

008650881H1230ROOF SLAB

(250)190275109531175034341H1031ROOF SLAB

008175221H1234ROOF SLAB

This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm

12

Page 326: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Prepared by :

AFRICAN DEVELOPMENT BANK,

28.11.12

Checked by :

Bar Schedule ref :

YINKA

70303

Date revisedSite ref :

JIBOY

Date prepared

ROOF SLAB (SECURITY HOUSE)

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

0010000221H1035ROOF SLAB

007575221H1036ROOF SLAB

003225221H1037ROOF SLAB

(1300)1102600133950551H1238ROOF SLAB

(1300)1102600133950551H1239ROOF SLAB

This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm

13

Page 327: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Prepared by :

AFRICAN DEVELOPMENT BANK,

28.11.12

Checked by :

Bar Schedule ref :

YINKA

80303

Date revisedSite ref :

JIBOY

Date prepared

ROOF SLAB (SECURITY HOUSE)

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(1300)1102600133950551H1240ROOF SLAB

(250)190275109531175091911H1041ROOF SLAB

(250)190275109531175091911H1042ROOF SLAB

(250)190275109531175034341H1043ROOF SLAB

0010000221H1044ROOF SLAB

This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm

14

Page 328: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Prepared by :

AFRICAN DEVELOPMENT BANK,

28.11.12

Checked by :

Bar Schedule ref :

YINKA

90303

Date revisedSite ref :

JIBOY

Date prepared

ROOF SLAB (SECURITY HOUSE)

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

003225221H1045ROOF SLAB

0010000221H1046ROOF SLAB

0010000221H1047ROOF SLAB

(900)110359013455021211H1248ROOF SLAB

This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm

15

Page 329: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

ROOF BEAMS

16

Page 330: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :ROOF BEAMS(SECURITY HOUSE)

28.11.12

JIBOY

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 203HSDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(130)(130)40018051132587871H1002G/L 1/A-H

(3060)195123250221H1603G/L 1/A-H

(190)504785300650345875221H2004G/L 1/A-H

(250)551715330410342675221H1605G/L 1/A-H

004250221H2006G/L 1/A-H

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction17

Page 331: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :ROOF BEAMS(SECURITY HOUSE)

28.11.12

JIBOY

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 203HSDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(490)503925300595465625221H2007G/L 1/A-H

004675221H1608G/L 1/A-H

(650)504125300650466025221H2009G/L 1/A-H

008700221H1610G/L 1/A-H

00400441H2020G/L 1/A-H

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction18

Page 332: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :ROOF BEAMS(SECURITY HOUSE)

28.11.12

JIBOY

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 203HSDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

002575441H2034G/L 1/A-H

(190)503700300445344625221H1635G/L 1/A-H

(130)(130)40018051132532321H1002G/L 2/F-H

005425221H2024G/L 2/F-H

00175771H2025G/L 2/F-H

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction19

Page 333: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :ROOF BEAMS(SECURITY HOUSE)

28.11.12

JIBOY

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 203HSDrg. No

40Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(250)5485250215875221H2037G/L 2/F-H

(190)5485190215775221H2038G/L 2/F-H

(130)(130)40018051132529291H1002G/L 3/E-F

(250)4630250215025331H2011G/L 3/E-F

(190)4635190214975331H1612G/L 3/E-F

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction20

Page 334: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :ROOF BEAMS(SECURITY HOUSE)

28.11.12

JIBOY

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 203HSDrg. No

50Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(130)(130)40018051132587871H1002G/L 4/A-H

(3060)195123250221H1603G/L 4/A-H

(190)504785300650345875331H2004G/L 4/A-H

(250)551715330410342675221H1605G/L 4/A-H

004250221H2006G/L 4/A-H

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction21

Page 335: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :ROOF BEAMS(SECURITY HOUSE)

28.11.12

JIBOY

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 203HSDrg. No

60Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(490)503925300595465625221H2007G/L 4/A-H

004675221H1608G/L 4/A-H

(650)504125300650466025221H2009G/L 4/A-H

008700221H1610G/L 4/A-H

00400441H2020G/L 4/A-H

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction22

Page 336: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :ROOF BEAMS(SECURITY HOUSE)

28.11.12

JIBOY

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 203HSDrg. No

70Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(6595)240126825221H2033G/L 4/A-H

002575221H2034G/L 4/A-H

(130)(130)40018051132552521H1002G/L A/4-1

002000221H2013G/L A/4-1

(250)552600330410343575221H1614G/L A/4-1

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction23

Page 337: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :ROOF BEAMS(SECURITY HOUSE)

28.11.12

JIBOY

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 203HSDrg. No

80Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(280)552140330410343150221H1615G/L A/4-1

(250)7365265217825221H1616G/L A/4-1

(130)(130)40018051132551511H1002G/L B/4-1

(250)551975290410342900221H1617G/L B/4-1

(280)552955330410343950221H1618G/L B/4-1

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction24

Page 338: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :ROOF BEAMS(SECURITY HOUSE)

28.11.12

JIBOY

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 203HSDrg. No

90Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

001850221H2019G/L B/4-1

(4610)240124850221H2027G/L B/4-1

(250)552685165410343500221H1628G/L B/4-1

(130)(130)40018051132551511H1002G/L C/4-1

(250)7365265217825221H1616G/L C/4-1

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction25

Page 339: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :ROOF BEAMS(SECURITY HOUSE)

28.11.12

JIBOY

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 203HSDrg. No

01Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(250)551975290410342900221H1617G/L C/4-1

(280)552955330410343950221H1618G/L C/4-1

001850441H2019G/L C/4-1

00400331H2020G/L C/4-1

(130)(130)400180511325102512H1002G/L D&E/4-1

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction26

Page 340: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :ROOF BEAMS(SECURITY HOUSE)

28.11.12

JIBOY

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 203HSDrg. No

11Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

002000422H2013G/L D&E/4-1

(250)7365265217825422H1616G/L D&E/4-1

(250)552265495410343400422H1621G/L D&E/4-1

(280)552475165410343300422H1622G/L D&E/4-1

(3855)240124075221H2001G/L F/4-1

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction27

Page 341: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :ROOF BEAMS(SECURITY HOUSE)

28.11.12

JIBOY

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 203HSDrg. No

21Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(130)(130)40018051132551511H1002G/L F/4-1

002000221H2013G/L F/4-1

00400331H2020G/L F/4-1

(250)552265495410343400221H1621G/L F/4-1

(280)552475165410343300221H1622G/L F/4-1

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction28

Page 342: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :ROOF BEAMS(SECURITY HOUSE)

28.11.12

JIBOY

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 203HSDrg. No

31Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

002025221H2023G/L F/4-1

(250)553435165410344250221H1626G/L F/4-1

(130)(130)40018051132551511H1002G/L H/4-1

(250)7365265217750441H2529G/L H/4-1

002950221H2530G/L H/4-1

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction29

Page 343: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :ROOF BEAMS(SECURITY HOUSE)

28.11.12

JIBOY

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 203HSDrg. No

41Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

00400441H2531G/L H/4-1

006000221H2532G/L H/4-1

00200991H2536G/L H/4-1

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction30

Page 344: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Prepared by Interstate Architects Ltd.

In Conjunction with: IAA Associates Ltd.

KOA Associates Ltd. & Construction Economists Partnership Ltd.

BENDING SCHEDULE (SERVICE BUILDING)

Page 345: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

TABLE OF CONTENT PAGES

COLUMN AND TRANSFORMER BASES 3 - 6

ROOF SLAB 7 - 13

ROOF BEAMS 14 - 22

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COLUMN AND TRANSFORMER BASES

3

Page 347: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Prepared by :

AFRICAN DEVELOPMENT BANK

28.11.12

Checked by :

Bar Schedule ref :

YINKA

10103

Date revisedSite ref :

JIBOY

Date prepared

COLUMN, TRANSFORMER BASES (SERVICE BUILDING)

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(200)90020021127560106H1212BASE TYP1

(200)110020021147536123H1205BASE TYP2

(200)140020021177536182H1202BASE TYP3

(200)180020021217548242H1204BASE TYP4

This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm

4

Page 348: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Prepared by :

AFRICAN DEVELOPMENT BANK

28.11.12

Checked by :

Bar Schedule ref :

YINKA

20103

Date revisedSite ref :

JIBOY

Date prepared

COLUMN, TRANSFORMER BASES (SERVICE BUILDING)

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(130)(130)160160518003382613H1006COL 1

(3035)15011317552413H1607COL 1

(2760)30011305052413H1608COL 1

(300)486030021540072243H1609TRANSFORMER BAS...

(300)1910300212450174583H1610TRANSFORMER BAS...

This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm

5

Page 349: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Prepared by :

AFRICAN DEVELOPMENT BANK

28.11.12

Checked by :

Bar Schedule ref :

YINKA

30103

Date revisedSite ref :

JIBOY

Date prepared

COLUMN, TRANSFORMER BASES (SERVICE BUILDING)

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(2800)190028002174751863H1211TRANSFORMER BAS...

This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm

6

Page 350: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

ROOF SLAB

7

Page 351: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Prepared by :

AFRICAN DEVELOPMENT BANK

28.11.12

Checked by :

Bar Schedule ref :

YINKA

10303

Date revisedSite ref :

JIBOY

Date prepared

ROOF SLAB (SERVICE BUILDING)

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(3750)12590021475056282H1201ROOF SLAB

(1800)125418512590041705034172H1202ROOF SLAB

(2000)12591501252000411332528142H1003ROOF SLAB

(125)643012521665044222H1204ROOF SLAB

(125)463012521485062312H1205ROOF SLAB

This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm

8

Page 352: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Prepared by :

AFRICAN DEVELOPMENT BANK

28.11.12

Checked by :

Bar Schedule ref :

YINKA

20303

Date revisedSite ref :

JIBOY

Date prepared

ROOF SLAB (SERVICE BUILDING)

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

00267544222H1206ROOF SLAB

0055251682H1007ROOF SLAB

00297524122H1008ROOF SLAB

00302520102H1009ROOF SLAB

00104001262H1010ROOF SLAB

This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm

9

Page 353: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Prepared by :

AFRICAN DEVELOPMENT BANK

28.11.12

Checked by :

Bar Schedule ref :

YINKA

30303

Date revisedSite ref :

JIBOY

Date prepared

ROOF SLAB (SERVICE BUILDING)

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

0041251262H1011ROOF SLAB

0071751262H1012ROOF SLAB

0057751262H1013ROOF SLAB

0041751262H1014ROOF SLAB

(925)125280021382548242H1015ROOF SLAB

This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm

10

Page 354: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Prepared by :

AFRICAN DEVELOPMENT BANK

28.11.12

Checked by :

Bar Schedule ref :

YINKA

40303

Date revisedSite ref :

JIBOY

Date prepared

ROOF SLAB (SERVICE BUILDING)

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(1800)2501802003123752001002H1016ROOF SLAB

00150020102H1017ROOF SLAB

004075422H1018ROOF SLAB

006350422H1019ROOF SLAB

0010425422H1020ROOF SLAB

This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm

11

Page 355: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Prepared by :

AFRICAN DEVELOPMENT BANK

28.11.12

Checked by :

Bar Schedule ref :

YINKA

50303

Date revisedSite ref :

JIBOY

Date prepared

ROOF SLAB (SERVICE BUILDING)

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

003500422H1021ROOF SLAB

005800422H1022ROOF SLAB

0022001682H1023ROOF SLAB

(1800)12511192562312H1225ROOF SLAB

(1800)12511192544222H1226ROOF SLAB

This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm

12

Page 356: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Prepared by :

AFRICAN DEVELOPMENT BANK

28.11.12

Checked by :

Bar Schedule ref :

YINKA

60303

Date revisedSite ref :

JIBOY

Date prepared

ROOF SLAB (SERVICE BUILDING)

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(1800)12511192562312H1227ROOF SLAB

This schedule confirms to BS 8666 : 2000 + Specified in multiples of 25mm

13

Page 357: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

ROOF BEAMS

14

Page 358: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :ROOF BEAMS (SERVICE BUILDING)

28.11.12

JIBOY

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 203BSDrg. No

10Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(130)(130)40018051132554541H1001G/L 1/A-F

004250331H2002G/L 1/A-F

(410)704340300300345325331H1603G/L 1/A-F

005125221H1604G/L 1/A-F

(350)6430350217025331H2005G/L 1/A-F

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction15

Page 359: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :ROOF BEAMS (SERVICE BUILDING)

28.11.12

JIBOY

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 203BSDrg. No

20Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(130)(130)55018051162525251H1006G/L 1/A-F

(250)70107403652253411550221H1612G/L 1/A-F

32(10385)2501210625221H1613G/L 1/A-F

(130)(130)40018051132554541H1001G/L 3/A-E

(250)70107403652253411550221H1612G/L 3/A-E

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction16

Page 360: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :ROOF BEAMS (SERVICE BUILDING)

28.11.12

JIBOY

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 203BSDrg. No

30Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

32(10385)2501210625221H1613G/L 3/A-E

(300)2580112850221H1616G/L 3/A-E

(300)3750114025221H1617G/L 3/A-E

(130)(130)40018051132531311H1001G/L A/3-1

(300)7900300218450441H1628G/L A/3-1

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction17

Page 361: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :ROOF BEAMS (SERVICE BUILDING)

28.11.12

JIBOY

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 203BSDrg. No

40Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(130)(130)55018051162537371H1006G/L D/3-1

(260)551695370425342725331H1609G/L D/3-1

(300)9325300219875221H1610G/L D/3-1

004650331H1611G/L D/3-1

(260)652265405300343200331H1614G/L D/3-1

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction18

Page 362: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :ROOF BEAMS (SERVICE BUILDING)

28.11.12

JIBOY

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 203BSDrg. No

50Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(130)(130)40018051132531311H1001G/L E/3-1

(260)652850370400343850221H1623G/L E/3-1

(260)702050405325343025221H1624G/L E/3-1

70(4745)260124975221H2025G/L E/3-1

(260)552925370425343950221H1626G/L E/3-1

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction19

Page 363: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :ROOF BEAMS (SERVICE BUILDING)

28.11.12

JIBOY

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 203BSDrg. No

60Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

002225221H2027G/L E/3-1

(130)(130)40018051132518181H1001G/L F/1-2

(260)4580260215000331H2021G/L F/1-2

(260)4580260215050221H1622G/L F/1-2

(130)(130)55018051162525251H1006UNASSIGNED

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction20

Page 364: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :ROOF BEAMS (SERVICE BUILDING)

28.11.12

JIBOY

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 203BSDrg. No

70Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

(260)654585370400345575221H2007UNASSIGNED

(260)703360405325344325221H1608UNASSIGNED

00200771H2015UNASSIGNED

(410)6380410217150331H1618UNASSIGNED

(260)6380260216850331H1619UNASSIGNED

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction21

Page 365: African Development Bank Group · PDF file... BENDING SCHEDULE. African Development Bank Group . ... Shape Code Length of each bar mm + Total No No of bars in each No of mbrs Type

Date :ROOF BEAMS (SERVICE BUILDING)

28.11.12

JIBOY

Job No :

Last revised :

Project :By :

AFRICAN DEVELOPMENT BANKClient :

YBRB 587 203BSDrg. No

80Sheet No

Revn

Status

RevLetter

E/R *mm

D *mm

C *mm

B *mm

A *mm

Shape Code

Length of each

barmm +

Total No

No of bars in each

No of mbrs

Type and Size

Bar Mark

Member

006200331H1620UNASSIGNED

This Schedule conforms to BS 8666:2005

+ Specified in multiples of 25mm* Specified in multiples of 5mm

Status: P Preliminary T Tender C Construction22