ENGINEERING & MANAGEII4ENT SERVICES,...

WINGSTENDER DRAWINGS ; STRUCTURE

Package-lll-BGENERAL ('150+200 to 184+487 .5) BRTDGES

MISCELLANEOUS STRUCTURES

01S.h€dul€ of Slructures I ol2

Schedu e ol SIructuB. 2 or 2

06

Bddgsl Shee101 Gere€l /sanlan€nl

Bnds€-1 Sh*t 02 Plle Delail and R6inforcement

03 BddOel Sh€et 03 Prc sl€seh! Delail of P.S.C Older

Brdqe-1 Sh€6t04 RernicrcemenlO€ratt P.S.C GiderBridg+l Sheel 05 D€.k Slab Reintorcem€nl

Bidge-1Shsi 03 Reido.@n€1r Dora o!Md ano Frd Dap ?9,

Bndce r sheer 0T Dela or Abulment and [,1 @ anoou6 lehs03 &dg€-l Sh€€i03 Apprcach Slab and Mts(enaneous lems

&ldg6-2 Sheet 01 GenoEl Arangeme

Bddg+2 Sh.6r 02 Pre Derat and R6inforc€m€ntBndg€-2 Sh*t03 P S.C G daf Rehtoaemenl Dola

Bddge-2 Sh€€t 04 D6k Srab R€infommont

13 & dg.-2 Sheet 05 oiephmqm Ra nfoeffent

BrhSF2 Shaat 06 Oetarl or Abrnrem and [,rb.e[deos homs15 Bddg€.2 Sh*r07 D6raiolAbulmentand [,t e€ an6ous lemsl6 B dOe'3sh€€to1 G€neE A@ngement

1 l &idg63 sheel 02 eib Deial and R€ ntor@rent

1 3 BddgeS Sheet 03 P.S.C Glder

Bddg€-3 Sh36l 04 P,S,C Gnd$ R€inforcemenl Oela,|

andg€-3 Sheet 05 0€k stab R€tnfor@nentBddge3 Shel 06 DJ€pn€gD RelntorelMl

22 &dOol Sheel0T o€iEil of Abulmeiland Misceltan€ous tGds

23 Bidq+3 Sheel 03 O€rarr of Abuu'ri€ nr and t lsmlla neous tEmsBddg€-4 Shet 0l GeneEl Arung€hentBidge.4 Shee102 Pile D.brrand Re ntor@mnlBrd9+4 Sh6al03 P.S C Gnder

2t Bnd!€-A sh*t 04 P.s'c cid6r Rehtorceffern Ddalarirge'4 Sh6.l05 D@k S,ab Reintomn€ntB dg6-4 Sheet 06 O aphEgm R€rnir@menl

3t) aridge-4 sh*r 0T oorafl ol Abulfrenr.nd tv @ aneous temsBddg€-4 Sh€et 03 Dela of Abutmenl and Mis@llaneus ftems

NATIONAL HIGHWAY AUTHORITY

GOVERNMENT OF PAKISTAN

CONSULTANTS

DOHW{DOHWA ENGINEERING CO., LTD.

in association with

#turuvENGINEERING 8 MANAGEMENT

SERVICES, ISLAMABAD

.&.at]Bil/IID'qq

PRIME ENGINEERING & TESTINGCONSULTANTS PVT. LTD.

ISLAMABAD

PROJECTDEVELOPIVIENT OF FINAL TENDER

DRAWINGS AND SUBSEQUENTISSUANCE OF CONSTRUCTJON

DRAWINGS FORMOTORWAY (M.r)

GOJM, KHANEWAL SECTION(126.KM)

Und€rpass {4500x4500) G€n€€t Atunsemanr Concreie OutineUnd€rpass(450014500) stabandWa rs Re itorcem6ntD€taflsUnderpa$ (4500x4500) Wlng WsLLs Aorc. Our(m Reht, Oele sUnderpass (7300x5300) Gened Arangeme C.nc6l€ Oul In€undoDass (7300x5300) s ab and wals RsinfoGrent Dehi sUndemass (7300x5300) wing Wstts Conc. Outri@ Reint o€ral.Subway(4000t4000)cenoElA€nqeffe Conc.€tsOutinesubMy (4000x4000) slab and w! ts R€inforc€mont DelaisSubMy (4000x4000) Wing Wells Conc. Out ne Reinf. O6iattscai 6 Cceo {250h2r00) Cdera 4 na 'sao6- CNcae C\ah&

Cat e Creep (25001500) Slab .nd Wa s R€rntbrement OaatbCah€C@D'1500*1500 )w 'gwa l sCoR.O , no Ra4 Oe la .

DRAWING

LIST OF DMWNGSSTRUCfURE

Box C urwrl (2000x2000) G€nera Aft ns.m€nt con6@1e ou in.Box cutved (2000x2000) stab and War s [email protected] oetaflsBor Cu @rt (2000x2000) Wng wals Conc. ou0in€ Re nt D€lailsBo, culveR (m00x20001 c4BaL Amnse@nt csEE{€ ou(ireBd dn!ed e00aa2a00) stab ana t?alls Rdnfmm4t De{€irsBox cutvorr (20mx2000) Wng Wals Conc. oulrin-A R.inf. D6lat sBo^CLv€n(0000)4000/G€'.€ am-gere 't Con.F e Or il-Bo1 curven (1000014000) srab and w. b R€ nroemenl o€kfls RESOURCE DETAILSBo\ Cuh.d/10000?!000, w"g wans uonc. Ord,ne R.'f Dela >Box Curved (4000x1500) Generat Anans€m€nl Conc@te Oullin€Box cu wd (4000x1500) s ab and waus Reinbr@monr D6t! sRox Culv€( (4000xi5001 t!|ng lvafls oodc, Ovd[m R€ht oecilsBox c u|@n (5000x24o0) Ge iel! Amng6m€ nt conor€ie ou in6Box cu|ven (5000!2500) slab ahd wa Ir Re ntorcem€nl D€1.flsBotCu lve l15000 '2100,w-gWansCotu .Or ,a6R" i . DekrP pe Cuk6d 0220) Gene€l Arens€m€nt Conc@le OurtinsPipe Culv$! (1220) Rek{wt cLe{3ilsPiPe Cu v€d Trenching oela s

Albmalve oetail For ErFtng cas Pip€ Lino crctshg Reinf,

NATIONAL HIGHWAY AUTHORITYSCHEDULE OF STRUCTURES

LIST OF PIPE CULVERT (SINGLE) LIST OF BOX CULVERT LIST OF BOX CULVERT

GOVERN|\ilENT OF PAKISTAN

CONSULTANTS

DOHW{DOHWA ENGINEERING CO,, LTD.

in associaljon wilh

ffiruPENGINEERING & MANAGEII4ENT

SERVICES, ISLAMABAD

ffiPRIME ENGINEERING & TESTING

CONSULTANTS PVT. LTD.ISLAMABAO

PROJECTDEVELOPI'/IENT OF FINAL TENDER

DRAWINGSAND SUBSEQUENTiSSUANCE OF CONSTRUCTION

DMWNGS FORMOTORWAY {M4)

GOJRA . KHANEWAL SECTION(126-KM)

PACKAGE

Package-lllB

DRAWING

SCHEDULE OF STRUC]URESHEET 1OF 2

RESOURCE DETAILS

SCHEDULE OF STRUCTURES:-NATIONAL HIGHWAY AUTHORITY

GOVERNMENT OF PAKISIAN

LIST OF BOX CULVERT-LIST OF SUBWAYST

LIST OF UNDERPASSEST

LIST OF BRIDGES:.

LIST OF INTERCHANGE STRUCTURESl - - - M @ w

CONSULTANTS

DOHW{OOHWA ENGINEERING CO., LTD.

in association with

ffiwENGINEERING & MANAGEMENT

SERVICES, ISLAMABAD


CONSULTANTS PVT. LTD.ISLAMABAO

PROJECTDEVELOPI\,4ENT OF FINAL TENDER

DMWNGS AND SUBSEQUENTiSSUANCE OF CONSIRUCTION

DRAWINGS FORtuoToRWAY(M4)

GOJM - KHANEWAL SECTION(126-Kir)

ORAWING

SCHEDULE OF STRUCTURESHEET2 OF2

RESOURCE DETAILS

\;

INSTRUCTIONS TO CONTRACTOR

1. GENERAL:. XI]ANEWAL MOTORWAY II{4I GOJRA . SHORKOT SECTION 6.1 CIRDER TOP SIIAI BE ROUGNENEO TO A FUtr AMPLITUDE OF 6 MM.

GINEER NG OR^WINGS ANO ENGINCORDINATEO WTN OTI-IER SPEC

OqNON F REOIIIRED. SNALL BE B

coNcRErE cLAss 23 oAYs (1s x 30

NI]L C'€T NC OF O APNMGMS.IRDERSSHALLBE UFTED FROM Eofi

YTHEENGINEER.MUM C\NNLEVEROVERHANG SNALL

i- aLt difr Eial6N-aR=N M|LLMErRESANaaSS sF€arFiEb brNEriWrSE.

DEWAIERING/ DMINAGE CONCRET NG,OINTS AND POST TENSIONING ETC.

ALL EE USEOWIERE REOUIREOri,rENTs ,A|J,D W[]6

DAMP PROOFEO W* ruO UYERS OF ATUMNOUS

].9 ALL EXPOSED SURFACES SHALL MVE CUSS 1 SURFACE FORM FINISH UNLESS OTBERWISE

2, DESIGN SPECIFICAT]ONS:ONS FOR H CHWAY BRIDGES LRFD 2012.

3. LIVE LOADSI3 SNGLE LANE OF CLASS ',,d (MILITARY LOADING TANK 70 TON) OR THREE / FOUR UNES OF CTASS A

F PAKIS1AN COOE OF FRACNCE FO3.2 ASINGLELOADOFgsTN(21 KO)ON3OOX6OOMMAREA.FOR THE O

I,4 ALL ELEVANONS SHOWN ON DRAWNCS LEVELS UNI.ESS OTHERWISE 7. POST-TENS]ONING:NINCSYSTEM ST]ALL BE USED.

7,2 ALL CABLES SNALL BE STRESSED, SIMULTANEOUSLY FROM BOE ENDS, N 1HE ORDERSPECIFIED ON I,lE DRAW NCS

73 GqBLE EXTENS ON INCLUDES A7.4 TI]E JACKING FORCE CAsLE ELONo{TION ANO SHALL BE IN AC@RDANCE

WITHIHE ORAWINGS. ANY DEVAIION OR VARIATION TO TT]E ENG NEERBEFORe CONr$lrOtG STP.ESSING WOR(

IS BEHIND TT]E ANCT]O8ACE FOR ARIJMPETLENGTN'wHCNEVER|SGREATER'

CHAIRS/ FMMES TOINTERVALS (RANC NC

MSER) SHAIL SE PROVIOEO7,7 PROVISIONS SHALL BE MAO GROUTING I,lE CABLE DUCTS

CHOMGES ALT CABL.ES SNALLBE PRESSURE GROL]IED WTI] TNE SPECIFIC"\TONS.

7.S INIERMEDIAE GROUT VENIS SNALL BE PROVIDEO NEAR THE LOWEST PARTS OF THE CABLEGROUTED AFER STRESSING

FLOWC-ABLEsO OR EOUIVALENT AS APPROVED BY THE ENGINEER|LLED wrN 2r0 Kc/so. cM (30m P6i) coNcRErE usrNc 10 MM

AFIER GROUIING AND TRIMMING CAALES,SSUMID IN THE OqLCUUTON OF THEORENCqL ELONGAT ON, AO] -

GEs FoR 0.e (12 7mn) srMND

HE CYLINDER STRENGIT]OF CONCREIE IN POST TENSIONEO CIRDERrHAN 3s0 y\s6q.cM (5 000 psr).

NDONS OR CABLES SHALL CONSIST OF N]EN TENSILE CABLES ASSPEC F EO IN DRAW NGS. ALONGWIIH CORE HELIX METAL SHEATHS COUPLINGS A1 ADEAUATEWfuALS. PESTRESS NC ANCHORAGES. BIIIOLNG TAPE, METI SPACERS ANO OIIIER

8. FOUNDATIONS:3.1 AI! TT]E EXCAVATON FOR

INSPECTION BY EE ENGINEER PRIOR TO POURINGEXECU'IED ON'IT]E BASIS OF SOIL

E\PLORATORY BOR NG ry BE CO

3.3 PILE LOAO TEST: ONE/TWO PILES SHOULD BE CAST. AS SHOWN ON ORAWNGS ANOATLOOCTON

LOAD TESTS SHALI BE CARRIED OM fiED TO IHE ENG NEER

C€ AFIER COMPENON AND INTERPRETATON OF TE6T RESUUS

OEVELOPMENT LENGTH OF HOOKS Ldh

UNO B,CRS OF INTERMEDIATE CRADE(GRADE 60) CONFORMINC TO AAS TO M31 (ASTM A.615) W T M NI

RUCTURAL S'EEL SHALL CONFOR HAVINC MNIMUMm (36 000 F ). Bolrs aNo

OR EOUIVALENT. WEI.DS SNAII CONFORM TO A W S (AMER CAN WELO NG STANOAROS)ESSING S1EEL SNALL BE NORMAL RELAMTION STRAND

CONFORM NG TO AASNTO M'M E€TIIJ AT16) GRADE '70 N^VING MIN MUM ULTIMATE TENSILESTRENGTH oF 1e,000 Ksrsq.cm (rio xs ).

SHALL SE ELASiOMERIC AND LAMINA1EO CONFORMINC TO AASHTO

EE USEO (STRO{G HOLD) CR EALJA!, FULLY OTVANZED FERROUS MIAL SHSTN THICKNESS > O = O.hM SNAL BE USED

4.3 SEEL TUsES ALL SEEL IUBES SMLL CONFORM TO r'lSN A,5'] HAV NG MINIMUM YIELO SNENGTHoF 2,500 Kg/Sq.Cm (36,000 ps ).

5. CONCRETE

- PRESTRESSED GIRDER

- pt1Es..,...,.,...,.,..........,...........,.....,.,......75hn- P|LES (N VVATER)........ ... . ... . . ... ..100 nn- PtER MAtN B,qRS....... . ................ .......50 nm- P|ER t\rAtN BARS (tN WA rER) .... 100mn. PIER ANO COLUMNTIES,

P|ER / PTLES TIES (lN WATER) .. .. ..75 nm

ON'TT]E ORAWING ADD ALL P LES SHALL EE TESTED FOR INTIGRITYUPERVISON, INERPRETATON OF RESULTS AND LOAO CARRYNG

ENT AND WING WALLS. A SELECI

STANDARD BAR HOOxS t*' "'t

{4d $;]; ii (6ois) trii.

D T I E H

/ 4 )/ g - , , \{gotnrsgdNrRAc,oasMLLsuBMrrcoMpLEnuyourANDDErArsoFAucoNsrRucrroNJorNrs\-:ffiREl8"i'"T"?5.ii?iiff;. ""*" ̂ *.,,*

CK SLAB S HALL BE Cr'€T MONOLITH lcALLY. EXCEPT AS SHOWNSTALLAT ON OF EXPANSION JOIMS.NO S OEWALKS ST]ALL BE PhCED NO SOONER TNAN 20 OAYS

A|rOWABE MOVEMENT sETWEE RE 25NM LN BE OIRECTON OFTRAFF C EXPANSION JOINT SYSIE NE MONTN AFER COMPLIINCTHE DECK OR ACHIEVING REOI]RED COMPRESSIVE STRENGTH OF DECK SUB WH CHEVER ISEARLIER IN BLOCK OUT PROVIDED . CONIRACTOR SHALL SUBM TNECESSARY INSTALUT ON DETAILS RE STARTING BIS ACT VN,

Mts6saDwA[

REATER THAN 14 (3s6rm)D6PrH

P trNCIHS GIVEN ARE IOR NORMA @

DEVELOPI\4ENT LENGTH Ld

CYL]NOER STRENGTH Kq6q.CM

A2 230 F,m0 ps )WALL CURTAIN WALI, SHECR KEYS,

U NOERFASSES. U NOERPASSES ANO

MINISTRY OF COI\,INlUNICATIONSGOVERNIVIENT OF PAKISTAN

J CONSUL_TANT-

DOHW{DOHWA ENGINEERING CO., LTD,

in association with

ENGINEERING & MANAGEMENTSERVICES. ISLAMABAD

.&,,GtlE

illwY@','


ISLAMABAD

PROJECTDEVELOPI'/IENT OF FINALTENDER

DMWINGS AND SUBSEQUENTISSUANCE OF CONSTRUCTION

DMWINGS FORl'TOTORWAY {M.{)

GOJRA. KHANEWAL SECTION(12eKM)

PACKAGE

PACKAGE]IIB

RESOURCE DETAILS

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MATERIAL FOR CONCRETE COVERN SUPPORTS SNALL BE PECAST MORTAR BLOCK PL/€T C OR MFAL SUPPORTS MORTARBLOCKS SNALL BE CONSTRUCED AND CIJRED THE MIN MUM COMPRESS VE SNENG'H OFMORTAR USED FOR BLOCKS SHA[ EALJAL EE MINIMUM COMPRESSNE SNENGTI OFCONCRSE FOR THE SRUCTURE NEY ARE USED IN. MORTAR BLOCK SUFPORTS SUI 3EATACHED TO IHE SUPPORED MR BY MEANS OF Io€AUGE W RE CAST

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in assoclalion with

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PROJECTDE\CLOPI,{ENT OF FINAL TENDER

DRAWINGS AND SUBSEOUENTISSUANCE OF CONSTRUCTION

DMWINGS FORMOTORWAY (M{)

GOJRA. KHANEWAL SECTION(125-KM)

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PROJECTDE\ELOPMENT OF FINAL TENDER

DRAWINGS AND SUBSEQUENIISSUANCE OF CONSTRUCTION

DRAWNGS FORMOTORWAY (M4)

GOJRA - KHANEWAL SECTION(126-Kt\t)

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NATIONAL HIGHWAY AUTHORITYMINISTRY OF COMI\,4UNICATIONS


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in associalion with

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ffiPRIME ENGINEERING &TESTING


PROJECTDE\€LOPIVIENT OF FINAL TENDER

DRAWNGSAND SUBSEQUENTISSUANCE OF CONSTRUCT]ON

DMWINCS FORtvtoToRwaY (lI-4)

GOJRA . KHANEWAL SECTION{126-KM)

DRAWINGROAD UNOERPASS (4500x4500)

SLAB AND WALLS REINFORCEMENTDETAILS

RESOURCE DETAILS

REINFORCEMENT SCHDULE

DETAIL. A'

WALL ELEVATION BOTTOI\4 SLAB PLAN

DETAIL - 'B'

DETAIL - 'C'

\4 slMcRTOP SLAB PLAN

X-SECTION CONSTRUCTION JOINT DETAIL

NATIONAL HIGHWAY AUTHORITYMINISTRY OF COI\,II\,4UNICATIONS

GOVERNI\iIENT OF PAKISTAN

-),i

CONSULTANTS


in association wilh

ENGINEERING & MANAGEMENTSERVICES, ISLAMABAD

and

@PRIME ENGINEERING & TESTING


PROJECTDE\ELOPMENT OF FINAL TENDER

DRAWINGSANO SUBSEOUENTISSUANCE OF CONSTRUCTION

DMWINGS FORMOTORWAY (M.4)

GOJRA. KHANEWAL SECTION(126_KM)

DRAWINGSTANDARD ROAD UNDERPASS

(7300x5300)SLAB AND WALLS REINFORCEfuIENT

DETAILS

RESOURCE DETAILS

-/ APPROACH SLAB REINFORCEI\,1ENT SCHEDULE

E A ER NHA GENARAI sPEc|F|cAT oN 107_\

SECTION A.A

DETAIL -'A'

SECTION B.B

DETAIL.'C'

DETAIL - 'E'EXPANSION JOINT

SECTION C-CEI\,1BANKMENT PROTECTION

NOTES:-PLAN FoRVALUESoF0'0'BY'^REFERPTAN AND PROFILE DMW NCS

NATIONAL HIGHWAY AUTIIORITYMINISTRY OF COI\,II!1U NICATIONS


CONSULTANTS


in associalion wiih

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DRAWNGSAND SUBSEAUENTISSUANCE OF CONSIRUCTION

DRAWINGS FORMOTORWAY (M.4)

GOJRA - KHANEWAL SECTION(r26-Kl'I)

DRAWINGSUBWAY (4000x4000)

GENERAL ARMNGEMENT CONCRETEOUTLINE

RESOURCE DETAILS

sx ' x r

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DETAIL OF WATERSTOP

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NATIONAL HIGHWAY AUTHORITYMINISTRY OF COMII4UNICATIONS

GOVERNI\,IENT OF PAKISTAN

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in association with

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SERVICES, ISLAMABAD


CONSULTANTS PVT. LTD-ISLAMABAD

PROJECTDEVELOPI'/IENT OF FTNAL TENDER

DMWINGS ANO SUBSEQUENTISSUANCE OF CONSTRUCTION

DRAWINGS FORMOTORWaY (nit4)

GOJRA . KHANEWAL SECTION{126-KM)

DRAWINGSUBWAY (4000x4000)

SLAB AND Wr',LLS REINFORCEMENTDETAILS

RESOURCE DETAILS

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GOVERNI\,{ENT OF PAKISTAN

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and

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ISLAMABAD

PROJECTDEVELOPI\,IENT OF FINAL TENDER

DMWINGS AND SUBSEOUENTISSUANCE OF CONSTRUCTION

DRAWNGS FORMOTORWAY (M{)

GOJRA - KHANEWAL SECTION(125-Kl'r)

PACKAGE

PACKAGE-IIIB

DRAWING

CATTLE CREEP (2500x2500)GENERAL ARRANGEI\4ENT CONCRETE

OUTLINE

RESOURCE OETAILS

REVISION

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PROJECTDEVEIOPMENT OF FNAT TENDEB

DRAWINGS AND SUBSEQUENTISSUANCE OF CONSTRUCTION

DRAWINGS FORMOTORWAY (M4)

GOJRA - KHANEWAL SECTTON(r26_KM)

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DRAWNGBOX CULVERT (200 X 2000)

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DRAWINGBOX CUL\ERn i2500 X 2500)

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DRAWINGS AND SUBSEQUENTISSIJANCE OF CONSTRUCTION

DRAWINGS FORMOTORWAY(M-4)

GOJRA - KHANEWAL SECTION(126-XM)

PACKAGE

PACKAGE-IIIB

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GOVERN[,4ENT OF PAKISTAN

CONSULTANTS


in associaiion wth

ENGINEERING &MANAGEMENTSERVICES, ISLAMABAO

PRIME ENGINEERING &TESTINGCONSULTANTS PVT, LTD.

ISLAMABAD


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PACKAGE

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and



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GOJRA - XHANEWAL SECTION(126-Kl'4)

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NATIONAL HIGHWAY AUTHORITYl!4lNlSTRY OF CO|\illrUNlCAT|ONS


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in association wilh

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ISLAMABAD

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PACKAGE

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GOVERN[4ENT OF PAKISTAN

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in associalion wilh

ENGINEERING &MANA6EMENTSERVICES, ISLAMABAD

PRIME ENGINEERING & 'ESTINGCONSULTANTS PVT. LTO.

ISLAMABAD

PROJECTDEVELOPI\4ENT OF FINAL -IENDER


DMWINGS FORMOTORWAY (it-4)

GOJRA - KHANEWAL SECTION(126-Kt\,I)

PACKAGE

PACKAGE.IIB

DRAWINGBRIDGE 1 I\,4AKHDUMPUR

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PRIME ENGINEERING &TESTINGCONSULTANTS PVT. LTD,

ISLAMABAD

PROJECTOEVELOPMENT OF FINAL TENDER

DRAWINGS ANO SUBSEQUENTISSUANCE OF CONSTRUCTION

DRAWINGS FORMOTORWAY (lr4)

GOJM . KHANEWAL SECTIONo26-KM)

PACKAGE

PACKAGE.I IB

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in associaiion with




PROJECTOEVELOPIU1ENT OF FINAL TENOER


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ARRANGEi,iENTPLANSTART ABUTIVENT,HALF

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PROJECTDEVELOPI'/ENT OF FINAL TENDER

DRAWINGSAND SUBSEQUENIISSUANCE OF CONSTRUCTION

DRAWINGS FORlvroToRwAY (M4)

GOJM. KHANEWAL SEqNON1126-KM)

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REINFORCEMENT PLAN

sTA16S+553.3

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GOVERNMENTOF PAKISTAN

CONSULTANTS


in association with

dMwENGINEERING &MANAGEMENT

SERVICES, ISLAMABAD


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PROJECTDEVELOPMENT OF FINALTENDER


DMWINGS FORMOTORWAY (i/t-4)

GOJRA. KHANEWAL SECTION(126-Klt )

PACKAGE

PACKAGE-IIIB

DRAWINGBRIDGE 1 \ENIO DISTRIBUTARY

SHEET 02PILE DETAIL & REiNFORCEIVIENT

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GOJRA - KHANEWAL SECTION{r26-KM)

PACKAGE

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ffiPRIIIIE ENGINEERING & TESTING


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DRAWINGSAND SUBSEOUENTISSUANCE OF CONSTRUCTION

DRAWINGS FORIl|oToRwaY (M4)


PACKAGE

PACKAGE-]IIB

DRAWING

BRIDGE 2VENIO DISTRIBUTARY

SHEET 04DECK SLAB REINFORCEIVlENT

RESOURCE DETAILS

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END DIAPHRAGI\I

sEcTtoN 10-10REINFORCEI\IENT

NATIONAL HIGHWAY AUTHORITYIVINISTRY OF COIT/IllUNICATIONS


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in association wilh

ENGINEERING&MANAGEIMENTSERVICES, ISLAMABAD

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DOHIi/{DOHWA ENGINEERING CO., LTD.

in association wilh

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ffiPRII\IIE ENGINEERING & TESTING

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in assoclation with


and

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ISLAMABAD

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DRAWINGSAND SUBSEOUENTISSUANCE OF CONSTRUCTION

DRAWINGS FORMOTORWAY (M.4)

GOJRA - KHANEWAL SECTION026_KM)

PACKAGE

PACKAGE]IIB

DRAWINGBRIDGE 3

KAB]RWALA INTERCHANGESHEET 02

PILE & REINFORCE[4ENT

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in associaiion with

ffi\wENGINEERING & MANAGEMENT

SERVICES, ISLAMABAD



PROJECTDEVELOPI\,'IENT OF FINAL TENDER

DRAWINGSAND SUBSEQUENTISSUANCE OF CONSTRUCTION

DRAWNGS FORMOTORWAY (IM4)

GOJRA. KHANEWAL SECTION('126-Kl'r)

PACKAGE

PACKAGE-I IB

DRAWINGBRIDGE 3 KABIRWALA INTERCHANGE

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P,S-C GIRDER

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NATIONAL HIGHWAY AUTHORITYI\,{INISTRY OF COMIVUNICATIONS


CONSULTANTS


in associaiion wilh

MfuqwENGINEERING& MANAGEMENT

SERV|CES, ISLAMABAD

ffiPRIME ENGINEERING & TESTII.IG


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PACKAGE

PACKAGE,IIIB

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BRIDGE 3KABIRWALA INTERCHANGE

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