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E(|5IINCSHOUIDER SHOUIDER
I TAGGREGA1E BASE 15( ASPIIALT CoNCREIE wECRING CoURSE (lgtg1 5s yy
ASPFT TT CO'|CREIE BASE CoURSE (ACBC) r10 MMAGGREGAIE B,SE CoUmE (ABC) 200 MMcMNUt AR SUB EASE (cSB) 200 MilIMPROVED SUBGMOE 300 mm (252 CBR.)
TSIBASE 15OMM
GR{NUI"AR SUB BASE (cSB) 410 MMTMPRoVED SUBGRADE 300 mm (252 CBR.)
CRAtlUL/AR SUB BASE (68) 410 HtIIMPROIED SUBCMDE 5fi) mm (252 CBR.)EMBCNKMENT flLLEMBANKMEM RU.
TYPLCAL X-SECTTON WITH BOTH SIDE WIDENING
NOTE.I-ALL DIMENSIONS ARE IN MILUMEIERS UNLESS
NOTED OTHERWISL2_FOR NOTES REFFER DMWING NO. CS-04.
9.1":.:gfs o!f,g o^e6-6o^e6-o^o o^o-o?o--o *ffiffi1111111li llirllifl,l *l^r5t;Uttt*ffiTiil.#:S i i+;s;ii.qrT."Tffiprb
BOTH SIDE WIDENINGAPPLICABLE REAC}IES
FROM (KM) r(J (KM)10+800 12+30027+300 27+94041 +700 42+050
TENDER DRAWINGT{OI TO BE USE trOA @TSTBUCTOT
GOVERNMENT OF PA,KISTANL I I I A'W MINISTRY OF COMMUNICATIONS,ffi.k:'' NATIoNAI HIGI{wAy AUTHoRrry
NAIIONAL ENGINEERINGPAKTSTAN (P\rr.) LrD.
RATODERO - RA.IANPIJR ROADsEcnoN-1
(RATODERO TO SHIIqRPUR)
TENDER DRAWINGtfot 1t0 BE l,lt@ FoB corsla('cTlol{
tSHIKARPUR
IC.L 0F N-55 | t
RATODERO
NEW JERSEY BARRIER
SEE DETAIL "A'ASPMLT CoNCRETE WEARTNG CoURSE (ACWC) 50 MuAsPr{AtT CoNCRETE BcSE CoURSE (ACBC) 14O MtJAGGREGATE MSE CoURSE (ABC) 200 Mr4GRAl.rUr-AR SUB BASE (cSB) 200 MMIMPROtrD SUBGRADE J00 mm (252 CBR.)
TYPICAL X-SECTION WITH BOT}I SIDE WIDENING IN URBAN AREA
NOTE.1-ATI DIMENSIONS ARE IN MII.I|MEIERS UNI.ESS
NOTED OTHEffi'ISE.2-FOR NO1ES REFFER DRAWING NO. CS-04.
O-6-oe^O- 6-64^0-j
i1i1*1:li1i Iiitrifj:::i:l1j S$iiifrF,tr.*trrffi
GOVERNMENT OF PAKISTANt \ { l lA';d+ MINISTRY 0F CoMMI'NICATIoNS.'*:m- NATIoNAL HIcHtrAy AUTHoRITy
TIINATIONAJ, ENGINEERING SERVICEStllPArssraN (Pw.) LrD.
(r,+ )ililN Bt RAA S}IAFIQ
RATODERO - RA.IAI.IPUR ROADSECTION-1
(RATODERO TO SHTTGRPUR)
.ITILE
TYPICAL CROSS SECTIONSCATE
|TBIIIIED BI fY\ . t -02 GOO$TENDED B
01 ':rfi,/wR, e( ' N-' -p. OA'IEOctober, 201 7
o&{vt{G f€.
39O5/1O2/m/ csru
REV.RA/. D/[IE D€SCftPIION APPRO/ED \PPRO/ED BY u rrrL
I
tl'HTKARPUR I *t
ffi r
,
-llll l l l l l l.-..-...-rGcnEG^,EB's's=_ | I I I I I L:ffiJmm"ffiT,*c8[iur8 suB EtsE (cs8j_.1.--!{'
| | | | L_ rc665qt6 EISE COUf,.E (ASC) 2OO rrPForE sJm DE no. m (25d ffi' --j I t-
'ffis'HtrtrLT#csRJ TyprcAL x-sEsrroN FoR U ruRN..*-
II
tlSHIKARPUR I *t
rooo ,tffi.I
I I ., I ,' _---14.L{i _____l___
*uuuurrr**-llll l l l l l l.""'-*-
r6qlm It B,rsE lfoyM"-J lll I | | | L rsPruu c!|cim |ErniG couRsc ocft) !0 n1
*#H1iff ff.;p#'.gl | | | L=flH1trtrffi'ftf.fffi1'* *ErB/|||qEM nU --J GMMJW sUB lrSE (csB) 20lt tlu' uPnovED sl'EGMD€ '00 mm (25'! csRJ
IcAr, x-sEcrloN FoR u ruRN
NOTE.t-AlI oltE|6tot{s IRE tN MtLlualns u{LEss
NOE OIHEFfiSL2-FON NOIES REFFEi DRAf,ING NO. CS-OI.
TENDER DRAVINGIrlO? tO BE IrS@ fOB (I)X8nUC!IOX
I'ODERO
7300 3000CARMTGEWAY
I
SHOULDEI
"r Y I E { S r i N c , i i i
/ s H o u r . o E R I l l llrr-#?TfrlI,2ffi2 tr
73(Xi rnnn
oqRRArcEwAY I
sHouLDl
,-
D(SIrllG . I IsHouLpER I I I
tlt lt lI LI
tODERO
1000ROUNDING.-1-l
@ll_*HGGREGAIE B{Sl
- GRANUI.AR SUB MSE (G- IMPRO\GD SUBGRADE 301- ET{BANKMENT RU-
1000ROUNDINC
n-l-]
tlrellL--I HGGREGATE MIL GRN.IULAR SUB BASE (,- IMPRO!€D SUBGMOE 3(_ EMBANKMENI RTJ-
l 1
%: 15OMMsB) 410 MMI mm (2sZ cBR.)
l r
%;E 15OMM
isB) 4r0 MM)0 mm (252 cBR.)
,,,, %u.fi=-- / \-y\t
hl( )l"jitS,'u6,;'tt
GOVERNMENT OF PAKISTANr lr ln')*!. MINISTRY 0F CoMMUNICATIoNS"€h" NATIoNAT HIGInTAy AUTHoRITv
IIINATIONAL ENGINEERING SERVICESPllPArasrfi{ (Pw.) LrD.
u xAtlt Br RAA S+I,AFIQ
RATODERO - RA.IANPUR RoADSEC"IION-1
(RATODERO TO SHtr(ARPnR)
IIILE
TYPICAL CROSS SECTIONscAu(t:t ;UA{TIED FY rn ( '
t2 €cor0rENDD aol ,{D.A/ER BT tS-7 s. DATE
October, 2017DRAHNG I{O.
3SO5/1O24D./ r-q-ns
REV.RW. II/IIE DBCfitPItOt{ APPRO/ED IPPflO/ED Bf a^L
2
-
tSHIKARPUR c.L 0F N-55
- - - - tII
SEE DETAIL -A'3ss7v162/tD/ 6:d2
t -I --__l
3650
SHOUI.DER
AGGREGATE MSE ASPMLT CONCRETE WEAR|NG COURSE (ACflC) sO MM IASPFALT CoNCRm BASE COURSE (ACBC) 110 UtlAGGREGATE BASE COURSE (ABC) 2M HHGRANUT.AR SUB BASE (CSB) 200 UtlIMPR&ED SUBGRAOE 3(X) mm (zst cBR.)ROCK FII.IJNG
G,RA,l{Ut AR SUB BASE (csB) 410 ytlIMPROVED SUBGRADE 3@ mm (252 CtsR.)
EMBANKMO{T
TYPICAL X-SECTION FOR ADDITIONAI CARRIAGEWAY IN POND AREA
NOTE.1-ATI DIMENSIONS ARE IN MITIJMEIERS UNI.ESS
NOTED OTHER1VISL2-FOR NOTES REFFER DRAWING NO. CS-04.
TENDER DRAINNGrfot To E u8p Fo8 cotEtxucEol{
GOVERNMENT OF PAKISTANFjLA urNrsrRY oF coMMUNrcATroNS.tr* manoNAr HIGHwAy AUTHoRiry
NATIONAL ENGINEERING SERVICES RATODERO - RA.IANPIIR BOADSECTION-1
(RATODEBo TO SHTTGRPTTR)
TYPICAL CROSS SECTION
Pitril.E GRIDE (PGL) r PONr 0f ROT noil (pi)
ARROW INDTC TES DnECIloft 0FCROSFAI! OF SJPERE!5'.A!ED SEC!!O|| OF S*!E
TABI,E-IErttvt goPt !08 SuPn[tYtrD o€tr (g)
TENDER DRATINGTO' tt) EE USED FOB COITEilSUC'IIOX
t$r st@ 2 t-tlcR O O
I L*MI?
2 t r cR|F
$ 6t? OJ t.o
a o80
l d t . C,lt
tb O.O
VAIE TD - ADSIE FC IIG PIAEST.
PI.AN OF TYPICALSUPERETEVATION TRANSTTION
PAIEYA{T EDGE PRSI.E
6 6 6 6 6PROFII,E OF TYPICAT EDGE
SUPEREI,EVATION TRAI{SITIONS
@NOTES :-
1. AL DlltB,lSlONS ARE lN MILUMEIERS UNIESS OIHERilISE SHOWN.
@ 2. Atl- SUPEREI.F/ATION RATES ARE D(PRESSED IN UNIIS PER HUNDRED (').
3. PRORT.€ GRADE UNE (pcL) Alto polfrr OF ROTA11ON (pR) SMrt 8E ASsHottlrt tN lHE T\?totL cRoss sEcIloN.
1. FOLIOTVING SIGN COI{IENNON FOR SUPERELF/ANON RATE ARE APPUCESL.E(-) rvHE{ LEFT EDGE OF PAVBTENT OR SHOUIDER, tN O|RECnON OF TRAmCIS LOWER ll{AN RIGHT EDGE.(+) WHEN LEFT EDGE OF PA\IEITENT OR SHOULDER, IN OIRECIION OF TRAFRC,IS HIGIIER TTIAN RIGHT EDGE
5. EDGE PRORI-ES OF SUPERELRr'ATED PAVEMENT AI{D SHOULDERS SIIALL BEFREE FROM IRREGUI..ARmES, ROUNDING AT POINTS ,rC & E SHALL BEACHIEVED USING A 20 METB MINIMUM \ERNCAL CUM/E.
6. ]HE FORMUT-AE USED FOR CALCULAflON OF INNER & OUIER IRe ARE AS UNDER:-
@
@ SHARP DEVIATION SIGN(oN SHARP CURVES)
SECTIONS OF IYPICALDISTRIBUTION OF SI'PEREI,EVATION
(D. LENCIH OF TR X PAVEMENT WIDTH TO BE ROTATED
(0, 's' FAcToR ts TAI(EN FRoM TABLE-|. rHE LENoIH oF TRs ARE tNDtcAlE) oN pLAl{
& PRORLE SHEEIS, WHICH tilAY BE AIUUSTED AS PER Sm CONDfiONS AND,/OR AS APPROVED SY THEENGINEER'S REPRESENTAITVE.
THE RATE OF SUPERELF/AIION (S.E) IS RESTRISIED TO A MA(MUM OF 62.
BARFER
1..^-f ,---j-TIGOVERNMENTOTPAKISTANIIINATIONAL ENGIMERING SERVICEStllPArssrAlr (Pw.) LrD.
(x ,R^M{ BI RAA S}IAFIQ
RATODERO - RA.IANPUR ROADSECTION_1
(RATODERO TO SHTKARPTTR)
TIII.E
TYPTEAI, STIPF':Rf,:T.F'.VATION DRTAN.^S
SCALEo:t iT,il'TIED BI rrl. r/J
l"w I MrNrs'r'HY of' coMMUNrcATroNS\trffi "',1 NATToNAL HIcHwAy Aurr{oRITy
tz IECOIrUETDED I
01 *tD.n/ER F/ \ . / DATE
October, 2017
DRAWINGNO.
39O5/1O2fiD/ ls-ot
REV.
REV. OAIE DESCSPIION TPPROVED IPPFSI,ED fi l &
TENDER DRAMNGxol m Bl IrSE FOB CONET?UCtIoN
HousES/sHoPs
R = VARIABLE
ASPMLT CONC. WF,{RINO COURSE 50mmASPMLT CONC. BASE COURSE E0mm
AccREcATE BASE COURSE 25ommGRANUI-AR SUB BASE 2d)mm
sUB GMDE 3o0mm (CBR 8z MlN.)
T-TYPE (PI,AN) IN URBAN AREAS
ASPMLT CONC. WEARING COURSE 50mmASPHALT CONC. BASE COURSE 80mm
AGGREGATE B{SE COURSE 250mmGRANUL\R SUB BASE 200mm
SUB GR{DE 5ff)mm (CBR EZ MlN.)
RECOUMENDED CI'RVE RADII FOR DIFFEREI.ITA}IGIAS OF TURN
s{or,JEn I l.*;J lr-,,,(v R Er)
Y-IYPE (Pr.AN)
SECTION AT E-E
RAMPT-TyPE (PLAN)
NOTES:
1- ALL DIMENSIONS ARE IN MILLIMTTERS OTHERWISE MENTIONED.2- RAMPS ARE TO BE MATCHED WITH DESIGN FINISHED ROAD LEVEL OF PROJECT ROAD.
UNK ROAD
FH
SIDE SLOPE 2H r lV
ASPHALT CONC. WEARING COURSE 50mmASPHALT CONC. MSE COURSE 80mm
AGCREGATE BASE COURSE 250mmGRANUI-AR SUB BqSE 200mm
suB GMDE 3o0mm (CBR Er MN.)
ANGLE OF TURN(DEcREES)
CURVE RADTUS (R)(MrrRES)
30 30
45 23
60 1 8
75 1 6
90 12 TO 15
>90 VAR|ABLE
GOVERNMENT OF PMISTANnihh mwrsrRY oF coMMUNIcATIoNS'*-h nauoNAr HrcHwAY AuTHoRITY
IIINAnONAL ENGTNEERING SERVICES
tllPArasrAlr (Pw.) LrD.
(x JRrfrit B( RA'IA SMFIO
RATODERO - M.IANPIJR ROADSECTION_1
(RATODERO TO SHIKARPUR)
'lrILE ryPrcAL DEIATLS oF MrNoR
JUNCTION
scAtt03 SEI'ITIED BI m,sq2 RECOIIITENDED B \01 :HD.A'ER ET li{./ _D- OAIE
October, 2017
DRAViING NO.
39o5/1o2/1D/ Mr,ol
REV.
REI/. DAIE OSCfiFIrcN IPPRCA/ED IPPROVED F' u ,r&
I TENDER DRAtrINGI NOT rO BE U8ED rOB Cotf$lrucrlotrI
. 22s . 22s . 225 .225 . U5 .ffi , vARtES 10oo
ffi
EYE FOR RXINGDRAW CORD
SHOULDM EDGE
VARIES1 l - z i l . s) l t r
CONCREIESURROUNDct-Ass 'B' SEE DEIAIL A
SECTION A-A(ruTURE DUCTS FOREI,ECTRICAL CABLES)
MATENIAL IJST/M
TYPICAT CROSS SECTION OF SERYICE DUCTS ACROSS E)(PRESSWAY@
EI.EVATIONPRECAST DUCT MARIGR
DIA GS EYE FORilNG DRAW CORD.
ENGRAVING TO BEPANTED IN 8I.ACK
PAINIED IN WH]IE
SIZE OF DUCTS(As urD)
.1 00.1 00.1 00.100.100.l_|-l-|_|-l
. 1 5 0 . 0 . 1 5 0 . D . 1 5 0 .ffi
W rJLr.100.100.100.100 100.|-|_|_|_|-l
NO.(As
o F ll,{tD) sl
E]E]
s-l-f,
"lJelUFIIC PIPE
FI 1s-l IF t l
EI HIFllF] l
PI,ANPRECAST DUCT MARKER
OO ' UF'C PIPE
SECTION B-B(FUTUnE DUCTS FOR
TELEPHONE CABLES TWO rAY)r 'D'|N150(sEE OO ' UR/C PIPE
DUCT FOR PROTECTIONEXISTING SERVICES
OF 300 a unrc PIPE SECTION B-B(FUTURE DUCTS FOR
TEI,EPEONE CABIJS 4 WAY)SECTION(FUTURE DUCTS FOR
c-crATEB UNES)
DBTAIT
ELECTRIC AERhL UNESTERM|ML PO|f crY".) NOTES
ALL DIMENSIONS ARE IN MILUMETERS, UNLESS NOTED OTHERTI'ISE.SERVICE DUCTS WILL BE PROVIDED AFTER ONE KILOMETER INTERVAL OR REOUIREMENT,SPACING & POSMON OF SERVICE DUCTS SFIALL BE COORDINATED SY lHECONTRACTOR WIIFI THE CONCERNED AUTHORN'Y DURING CONSTRUCTION WITHAPPROVAL OF THE ENGINEER'S REPRESENTATIVE.COST OF WOODEN STOPPERS, DRAW CORD, GS EYE, SPUTNNG OF PIPES,PROVISION AND WMPPING OF POLYEIHYLENE SHEEI, CUTNNG AND JOINING WTTFIEKISTING DUCTS AND/OR AI.{Y OTHER TNCIDENTAL WORK SHALL BE DEEMED TO BEINCLUDED IN THE COST OF PTPES AND OTHER REI.ATED ITEMS IN fiE BOQ.DRAW CORD SHALL BE DfiENDED UPTO fiE DUCT MARKER AND TIED TO TFIE GS EYE.TYPE OF CORD SHALL BE AS APPROVED BT THE ENGINEER,S REPRESENTATIVE.WRITING ON PRECAST MARKERS SHALL BE ENGMVED.DIAMETER (D) OF SPLJT DUCT FOR PROTECTION OF D(S'IING SERVICES AND THAT OFADDMONAL DUCT SHALL BE AS DIRECTED BY THE ENGINEER'S REPRESENTATIVE.FLEflBLE JOINTS SHALL BE PROVIDED AT LlAXlMUM OF 5000 lN CONCRETESURROUNDS.
. TIAIN CARRIiIGEWA\B2.
R.O.W IIARKER ?
PROPOSED DUCT
ARRANGEMENT OF T'NDERGROUND DUCTS FOR BELOCATION OF OVEREEAD EI,ECTRIC IJNES
6.
7-
PRECAST DUCT MARKER ON BOIH SIDES(SEE OETAIL)PREC.AST IIARKER
2 5 0 x 2 5 O x J O O
DUCT TYPE NO. IM
ETECTRTOAL (2 WAY) 2 225
IETEPHONE(2 WAY) 2 100
TEUPHoNE(4 WAt I 100
WATER (1 wAY) 3m
i. i;-'#+ sffi ''s.'l
.. ,: i,tt, : 'r. '..
i , ..i '..-. I ' . ' i. a . . .
:
i. '.'
..'t"i ..,
r,\f;
' i - r I
. i t -
; t ' ?I
: " . r
(sEE NOTE NO. J & 4)
GOVERNMENr OF PAKISTANMINISTRY OF COMMUNICATIONSNATIONAT HIGHWAY AUTHORITY
IIINAIIoNAL ENGTNEERTNG SERVTCES
lrlfPArssraN (Pw.) trD.
(}+ ,RAIN BT RAjA SIIAFIO
RATODERO - M.IANPUR ROADSECITON_1
(RATODERO TO SHIIoRPTTR)
TILE
DETAILS OF SERVICE DUCTSSCAI-E
05 ;USIfTIED BT In . i ;a2 ECOIA'ENDED B
01 *o.y',ER sr ' DA1EOctober, 2017
DRAWINGNO,
39O5/102/7D/ n-or
RFY.
RFl/. DAIE DESCRPII(}{ APPRO/EI) IPPRCIVED B'-"N.
-
I
TENDER DRATINGrqf T0 E I'SED FOB COIfEIBUCIIOX
01 012 O 2@ C/C
SECTION B-BT
I
Iooro
SECTION A-A
SflLUNG CH/$IBERGCSION ilATTRESS
PROTECTION05 ,12 0 200
01 012 O 2OO C/C/t50 DIA
PIPE SECTION D-D SECTION C-C
NOTES1 . AIL DIMENSIONS ARE IN MILUMETERS UNLESS O}IERWISE
NOTED.CONCRETE CHUTES SHALL BE PROVIDED AT AN INTERVAL OFsOIi| IVHERE FILL HEIGHT IS MORE 1TIAN 3M OR ASDIRECTED BY THE ENGINEER'S REPRESENTATIVE.CONCRETE FOR CHUTES COLLECT]ON & STILLING CHAMBERSSHALL BE CI.ASS ..A1 ,,.
RE_BAR SMLL BE GRADE 60 REINFORCEMENT STEELCONCRETE CHU'IE TYPE (A) SHALL BE USED AT OUTLETSOF MEDIAN OPENING AND AT OTHER LOCATIONS OR ASDIRECTED BY fiE ENGINEER'S REPRESENTATIVE.COLLECTION CHAMBER TYPE.C SHALL BE USED IN UEU OFTYPE-B. WHEREVER LONGIruDINAL SLOPE OF ROADEXCEEDS 1.02 AND/OR AT OTHER LOCATTONS APPROVED BYTHE ENGINEER,S REPRESENTAT'IVE.
PtANCHUTE TYPE (A)
a
4.
6.
T'I---_I GOVERNMENT OF PAKISTAN
l.# lMrNrsrRY oF coMMUNrcAnoNSL#,ft','l NAnoNAr HrcHwAy AUTHoRrry
ITINAflONAL ENGTMERING SERVICESflfPArflsrAN (P\,"r.) LrD.
0,t )ililN Bl RAA St|^fIC}
RATODERO - RA,trANPUR ROADSECIION_1
(RATODERO TO SIIIKARPUR)
IIILE
coNcRETE CHUTE (1)scll-E
(r:t $,SIITTED F' r l , * - -02 ECoTIIENT'ED B
ol ).|D.^/ER. B/ r V> DATEOctober, 2017
DRAWNG NO.
3905/1o2nD/ n-oc
REY.
RF'. 0A1E DESC$UPIION APPRO'ED IPPRO/ED BI ilr\
TENDER DRAWINGr{of !o s ustD FoE coNsEtrqEoll
COI.I.NCTION CHAMBER TTPE-B
colr.ncTloN CHAMBER TYPE-CSECTION B-B
08 r12.12 O 2@ C/C
c-c06 ,12
SECTION 612 O 2OO C/C
SECTIOND-D
l s so l
DETAIL ,A'
NOTES1 - ALL DIMENSIONS ARE IN MILLIMETERS UNLESS O'IHERIVISE NOTED.
N
fi
ilElr lu J l( D l
=lo l=l8l3L
ooN
r-, GOVERNMENT 0F PAKISTANlN# | MINrsrRy oF coMMUNrcArroNSlgh,J NATToNAT HrGlrTrAy ArrrHoRny
TrINANONAI, ENGINEERING SERVICEStlIPAr{srAN (Pw.) LrD.
O,t ,Rlillr Br RAIA S|r FKt
RATODEBO - RA.trANPIJR ROADSECTTON_1
(MTODERO TO SHTKARPLR)
TIILE
coNcRETE CHUTE (2)SCJCLE
G' SAN]IIED B' rD. A-tz RFCOTaUEXoED S
01 '|D.,A/R. Br DAIEOctober, 2017
DRATINC I{o.
sgos/rcznD/ D-osREV.
REV. DA1E DESCftPI|oN APPROI/E) IPPRCIVEI' B' u :!r
TENDER DRAWINGuot to BE IrgED FoB coll8lBttcfrolt
BEAM BACK-UP PI.ATE(DUENSOI{S S ||E AS SEC. IHROTGH B€Ar)
NOTE:_ sc LE- t:2fiF P|IIE IS PIICED BEHIND MIL EI.OIENIS AT INIERTIEDIAIEsrEEL F6r, (NON-SPUCE FoSI)
IV-BTAMTERMINAL SECTION
' lI
EETT' 6 - i I l l
t- ll 3 s ll-t
eOE
O1O HEX NUTSCAI-E- 1:2
ilglE- Dlts < A{D SQU RE W S}|ER IRE rrsg) rOFASIEII V BEAII MIL EIIIIENE TO POSS.
SQUARE WASHERsc{E- 12
l-EffilI ,25x2 o€EP I
@El l l rlo l l ' z l
016 RECESS NUTsc LE- 12
NOIE- IHIS SOLT IS USED TO SPtrcE RAT. FI FITEI{T.
SruCE H)LTSL,rOI 2J)(2g
FOST MTTs-oT texS+
ORWEID€D
EMBANKMENT GUARDR SECTION THROUGH BEAMscAtE- t25
NOTES:-* -PROVIDE CONC. CIASS
.A. AROUND POSTS WHEREVERDRMNG IS NOT POSSIBLE.
* -HEC}f OF POSI MAY VARY AS PER SllE REQUIREUENTS,* -16 ' BOLT NOT REOUIRED IF BrcKUP PLAIE IS USED.' ALL DIMENSIONS ARE IN MILUMEIERS UNLESS NOTED O''HERIYI5E.
NOTE- GUARDRAIL LENgIHS ARE TENIATTVE I! THESE YYILI' BE DECIDED F/ THEENGINEER AS PER STIE CONDMONS & GEOMEIRf OF THE ROqD.
FOST BOLT SLOTBFAM ETEVATION
HEX
POST ELEVATIONSCAE- t:lo
::. GOVERNIIENT OF PAKISTA].It.|l la.H* MINISTRY OF COMMUNICATIONS#e NATIoNAT HIGITwAY AUTHoRITY
:IINAfloNAL ENGTNEERING SERVICES
tllPArasrAN (Pw.) trD.
(X ,RAUI{ B' RAA S}IAFIO
R"ITODERO - RAitrANPI]R ROADSECTION-1
(MTODERO TO SHIIGRPUR)
TTTLE UST ANDDETAILS OF W_BEAM GUARDRAIL
WITH STEEL POST
SCALE
o:t ilJSatnED Sl 1f) r-
02 ECOTIIENOED B
01 *ro,^/ER B/ N> \. DAIEOc tobe r , 2017
DRAUING I{O.
39o5/1o2/TDl cn-o
REV.
Rf,V. IIATE o€scftPnot{ TFPROVED \PPROVED B/ rS
TENDER DBANNGlrol !0 Bt ulrE t FoB coNltltscllox
r 6 @ l fit_
fFjEll ETii.:-Wl
PUnr @NC.
| | 2000 | looo | 2o0o I looo | 2ooo Ic'lt f l
l(x}.i(n oPE!iltG FoR sl- TYPICAL PLAN OF PARAPFT WALLtlotE cilm c,/c (SITGGERED).
PLuy @t{cRE|E
_f* DEIAL q,<'
\ WEEP t(,LE l(xlmn [xA-| ELIEE IIIEEI L (cRAt{,un fiFE)
/ s(x)rJ{xlrsoou' Ftlc PlPt lOOmm D|A- rcR WEEP H(xE
OOt{cRElE 25odrm
TYPICAL SECTION OF PLUM CONCRFTERETA|NING/BRFAST WALL TYPE 3 APPLICABLE WHERE NO RTTANAING WALL EXISTS
SECTION A-ACO'{CREIE 25omm
TYPICAL SECTION OF PLUM CONCRFTE
RFTAINING WALL TYPE 1ryPICAL SECTION OF PLUM CONCRflE
RffAINING WALL ryPE 2
Pt,C PIPEDIA UEEP
RLIER T'iIIilALAT UEEP HOTES
TABLE:-
TYPE-1 TYPE-2 TYPE-3o<40 '
TYPE_3o>40 '
DilAIL "X"
H(.)
B(''n)
1.50 0.602.00 0.802.50 1.003.00 1.203.50 1.50
4.00 1.80
4.50 2.005.00 2.305.50 2.606.00 2.907.00 3.,f0
8.00 3.90
H('n)
B(rn)
1.50 0.802.OO 1.002.50 1.,+O3.00 1.703.50 2.OO
4.00 2.404.50 2.705.00 3.005.50 3.306.00 3.706.50 4.007.OO 4.40
7.50 4.70
8.00 5.00
NOTES1- AIJ DIMENSIONS ARE IN MII.IIMETERS UNI.€SS OTHER{ISE NOTED.2- WEEP HOLES FrC PIPE 100mm DIA SI!{LL BE STAGGERED AT Al.l INIEF/AL OF 2m VERTTCAL
AND HORIZONIAL AND AS ADDMOMI.IY DIRECIED B' THE ENGINEER.5- TIJE SLOPE OF WEEP HOLE SHALL BE 1 IN E FROU BACK OF THE WA|.l- TO THE OI,'TER FACE
OR AS DiRESIED Ef THE ENGINEER.,+- TYPE OF RETANNG WAIT SMI.I BE DECIDED Bf THE ENGINEER AS PER SllE CONDMONS KEEPING
FOtlowtNG rN vlE:tv:- TYPE I RETAINING TYATI SHAI,I BE PROVIDED WHERE THE ROAD IS SELL AWAY FROM lHE ML|JAH,RI\ER,/RMNE- TY"E 2 RfiAINING WALL SHALL BE PROYIDED WHERE THE ROAD IS IN CLOSE VICIN]TY OF IHERI\ER,/RMNE OR CUFF FACL- Tr?E 3 RETAINING WALL SHALL BE PROVIOED TO REfAtN TltE SCREED MrfiERhL (BREAST WAL.L).
5- PUrl' CONCREIE (7Or CONCREIE CLqSS 'B' & 302 ROCK Fil.t TJI/\TER|AL t{AVlNc SIONE SIZERANGING BEII|EEN 20o-30o) BE [mUzED.
6- PCC PAMPET SMU- BE PROVIDED AT TOP OF RETANING WALL AIID AT OIHER HAZARDOUSLOCATIONS. Gl,lARD RAIL SM,Ll gE PROVIDED OVER +m HICH RLL OR AS DIRECTED Br THE ENGINEER.
7- \EFMC"AL SI.OPE TO THE OUIER FACE OF THE RETAINING WALL T\?E 2 CAN BE CI.IANGED UPTO 1 tN 10.
8- PAYI'ENT FOR WEEP HOLES AND RLTER MA1ERIAL IS INCLUDED IN THE COST OF OTHER fTEMS ANDSTIALL NOT BE PAID SEPARAIELY.
H(m)
B(m)
1.50 0.802.00 1.052.50 1.,+O3.00 1.703.50 2 .104.00 2.404.50 2.705.00 5.005.50 3.306.00 4.007.OO 4.70
8.00 5.509.00 6.0010.0c 6.60
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1.50 1 . 1 0
2.00 1.,SO
2.50 1.703.00 2.OO
3.50 2.JO
4.00 2.704.50 3.O05.00 3.605.50 J.90
6.00 4.306.50 4.707.00 5.00
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IIINAUONAL ENGIMERING SERVICEStllPArssrAN (Pw.) LrD.
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.ITILE
LIST OFU-TURN
SCALE05 il,ilfIIED BY r ( '02 IECOSUEilDED B
o1 )HD.A/ER. BY N2s DA'IEOc tobe r , 2017
DRAWNO I{O,
39a5/fi2nDl rrs-orRE\"
REV. DAIE DESCSPNON rPPfiO/ED \PPROVED BT r /.sr2
TENDER DNAWINGTOI 1!o E USE FOB COIIEIBUC'IION
(w-1)CURVE TOWARDS RIGHT
(w-2)CURVE TOWARDS
DIMENSIoN (cm)
LEFT(w-3)
LEFT REVERSE CURVE(w-4)
RIGHT REVERSECURVE MINOR
tt'l(w-2e)
ROAD FROM LEFT
trl-,](w_2e)
MINOR ROAD FROM RIGHT
DIMENSION (cm) DIMENSION (cm)
PARTS SIGN SIZE
90cm 120cmr r s L 1
o 1 . Ob 6 5 e.7c 1.O 5.3d t 5 t5 -tc a-5 I 1 . 3
' ro o - 1o 6-O a-oh 3 5 , L 7
rl 12-5 16-7
PARIS SIGN SIZE90cm 120cm
f - t 5 l ' ,
o t^o t -3b 6 a A ' '
c 3-O 4-Od -41 |l t nc t r1-O 1A-7
t o 16 ' '
o 7-O e-3h t ( r , ' ,I 3^5 1^7tl a 6 A N
"T-'l-
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U-TURN SIGN
DIMENSION (cm)
w-35NARROW BRIDGE
R-2GIVEWAY SIGN
R-25o
MAXIMUM SPEED LIMIT(110 )
R-25b
MAXIMUM SPEED LIMIT(1 20) DEIAILS ''X"PARTS SIGN SIZE
90cm 120cmr 3.5 1.7o t o 1 _-1b 6-5 a-7c 5.5 7.3d 7.O 9.3c 5-O a-7
2 3.3o ,3,n 3rl-7h 7 10.o
1r-o | 6_(l
DIMENSION (cm)
PARTS SIGN SIZE90cm l2ocm
o 1 . O 1 . 3D 6 _ 5 e,7c 3.O 1.O
5_n n.53 r t^25 l5-Ja
o i[a)-O 53.5
PARTS SIGN SIZE
90cm 'l20cm
3 5 1 ' lo 1 .O 1 .3b 6-5 e-7c 4.O 5.3d t -5 t5-3c 8.5 1 .3I 7,O g_3
o 6.O a.oh -1,5 L.7rl r2.5 16.7
o b c d e
J00 450 150 225 12
450 600 225 300 1 8
* E{CKGROUND DREruCTORISED YETIOWI CHEVRON REruCTORISED BI.ACK
GOVERNMENT OF PAKISTANr . } r I r'W MINISTRY oF 0oMMUNICATIoNS*r,ft' NATIoNAI HIGHwAY AUTHoRITY
TIINATIONAL ENGINEERING SERV-ICEStllPArssrn{ (Pw.) LrD.
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IT]LE
DFIAILS OF ROAD SIGNSSCALE
oit ;T'B{TIED FY mu_02 ECOilTE{o€D B
01 )to./1/ER Bt \ l 2 r . DATEOc tobe r , 2017
DRASING I{O.
390s/1A2/TD/ rS-01
Rer'.
RR/. DAIE o€scf,rPtroN APPRO'ED IPFROVED BI I rc)S/
(VARIES) 'w1' ..2s0. (VARIES) 'W2'
..2se. (VARIES) 'w3'
rl- _-ll- -l
rl- -l l- -i--r I
_ll- -l
rL- -Jr- -J
L1ENDER DRA{ING
NOI 1l0 E rrsE ron clMilaucuoN
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275' u1 )
|oN
x 6 lF -
(r-28)
WEIGH STATION SIGN
OVER HEAD DESTINATION SIGN AT GANTRYCTYPE FOR 2 LANES)
{no (ilrN)
DIMENSION a , , '
E 0-3)DIRECTION SIGN
0-4)DIRECTION SIGN
3500
I
I
0-1)(t-27)
TOLL PLAZA SIGN(2 KH/1 KM SHORr OF Tol'I PL ZA)
DESTINATION SIGN(s00 sHoRr oF D(rT RAMP)
rL
t-L WTIGH STATICN
--l
I-l
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v RtEs VARfES r tl$
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275 VARIES tr2 | 600 | 750 | 275
NLr
PARTS SIGN SIZE90cm 120cm
D .o 6()-oc t .E 2.6
215t 2960 t275F
ooN
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LT
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1 1 7 6 1 1 1 5 0 1 1 1 7 6
NOTES:-1. AII DIME{SION ARE IN MILUMETER UNLESS NOTED OTHERWISE.
2. WHERE B.IGUSH WRMNG OF DIMENSION I{AMES APPEAR BELOW URDUWRMNG, THE LEARN DfiEI.TTS OF THE TWO SHOULD PREFEMBI.E COINCIDE.
3. EDGE CLEARANCES V1 &, U2 MAY BE ADJUSIED TO ACHIEVE THE MINIMUMDIMENSIONS AS SHOWN.
4. THE LqNE ARROWS SHOIVN ON THE O\ERHEAD SIGN S|-IALL COINCTDE WffiITIE CENTER OF RESPECITVE LANL
5. NHA ROI,TE NUMBERS SHALL BE MARKED AT ALL DIRESTIO}.|AL SIGNS FOR MA'OR ROADS.6. UPPER CASE LETTER SHALL BE USED FOR AII- O/ERHEAD SIGN HOWEVER LOWER OqSE
LEilER MAY BE USED FOR DESN}\|I{TON IIiAMES WITTI THE WIDfi O(CEEDING /IOOO MM.WTI}I APPROVAL OF T}IE ENGINEER.
7. iIAME OF THE FARTHEST DESNMTION SHALL APPEAR AT THE TOP OF THE SIGN,IYHEREAS REST OF fiE NAMES SHALL BE PLACED IN DESCENDING DI TA.ICE ORDER.
E. THE SIGN PLACEMENT DISTANCE AS SHOYN IN THE DRAW]NG ARE TYPICAi . ACruALLOCATION SHALL BE APPRCA/ED BT I{E ENGINEER.
GOVERNIIENT OF' PAKISTAN
$ unrrsrRY oF coMMItNIcATIoNS,#k". NATIoNAI HIGHITAY AUTHoRITY
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(RAToDsRo ro srilKARpuR)
TITT
ROAD SIGNS DTTAIL
SCALE{xt SUilNED FY rn. (-u2 iECOMGTOED B
ol H'.A/ER. SY \r' DATEOctober, 2017
T'RAWING IS.
39O5/1O2fiD/ rs-02
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DEIAIL "X"scaE- ts
LINK ROADSPAVEMENT MARKING PI.AN
NO OVER TAKING DOUBLE LINE MARKINGSgtlEl- lin
PAVEMENT MARKING PI-AN ONSTMIGHT PORTION
sclLE- 12m
R0AD SruD 100 x 100 x 17.9 IHICK( oNE WAY YEJ-oYr RmfCrTvE )
ELEVATION${E- 15
ONE-WAY RERECITVE45 GI-ASS B.EMB,ITS PER S|DE (3 RoWS)19 IIL1ED FOR MAOTUI4 RERECNONDIMB{SIONS: 100 X 100 X 17.9 MM
PI-AN OF STUDSf.|lf- 15 .NOIE
. ONLY WRTTTE}.I DIMENSIONS TO BE FOLLOIYED* ALL DIMENSIONS ARE IN MILUMEIERS UNLESS NOTED OTHERWISE.
Er3
oe,IJtsl
30{x) J55{) 3650 J650 J6g) 3m0
150-ls0
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r 150lE-r-
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.::.: GOVERNMENT OF PAKISTANi l . l ^'tH
MINISTRY oF coMMUNIcATtoNS,fh. NATIoNAT, HIGITwAY AUTHoRnY
TENATIONAL ENGINEERING SERVICES
fllPArssrAN (Pw.) LrD.
(x x w N B / RAA SH fIO
RATODERO - RAJANPIJR ROADSECTION-1
(RAToDERo TO SHIIGRPITR)
TIIIf DTTAILS OF ROAD PAVEMENT
MARKING & STUDS
SGAI.E
(r:t ;UBYTNED BI / h { :02 IECOYTE}IDED B
01 ;HD.^/ER Bt \> a-- DA1EOctober, 2017
DRAUINO I{O.
39o5/1o2/TD./ rso:
REV.
RFr'. DA1E DESCftPIN}N APFRO'ED IPPRC|\'ED BT -ne(S(
TENDER DRAffINGltol To E tt8@ FoB col|alBuenox
PEDESTAL SECTIONscAtE-l15
TYPICAL MULTI POSTSscAtE-l15
,t;,:,i, ..'; /
i i ' i {ltill \
"..i' .,:"
; , i , . t + - .. i i t i ! l r r j j h
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lrr.i'rI 5 i i
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/ t r . I . r
-..^**-o4.J1,,:;i111i:*,;''
TABLE _ 2FOOTING AREA & REINFORCEMENT SCHEDULE
TABLE - 1UST OF FOUNDATION SIZE
NOTESI ATI DXENSIONS AR€ N IIIUXEIERS UNI..SS I{OIED OIHERflSL. FOSI III{GTH AS ${fl1{ FOR llOI0RilAY SIGNS 0F 12$mm l{OMlML SEE FOR
RAIIPS, POST LilGIH S}IAI.T BE ADJTJSIED ACCOflUNGLY.t CoNCRm F0UNDATEIII SMtl B€ CnSr UslNG CI,ASS A' CONCREIEt Slct{ PAI{ES S,l{All 8E ll DE 0F ALUUINUII ALl-OY PUm 0F MINIUUM 3mm IHONNESS.
i AL SIGN POSIS SMII BE PAII{IED ffIH NON-REruCTOREED BI,ACK Al{D WHM PANTSIRIPES J(X)mm lllDE
. ALL SICN EACK PAI{EIS SI{A,I.I E PANITD ffTH OR.AY EMTTEL PAIIT.
. ALL PoflS S,l{A,tI BE 3fl)mm SHORI $ SIGN TOP.I COI{CREIE STIAII }IA!E A MNIM,M C'YUNDEroCAL STRENGiTII OF J.OOO PSI,
c.t. stEEL Posr
120 o ,s clc
SCATE-l:50
AREA
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tN 'x'RSNFORCEilE.Tf
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1.5 12) o 2oo c/c (r & Bl l ? ' o 2 o o c / c 0 & B )
1.5< A<3 12t o 175 c/c (r & Bl 12r O 175 C/C (r & B)
3 < A < 5 12) O 175 C/C (r & B: 1 2 0 O 1 7 5 c / c 0 & B )
AIEA t' Dtr'IBOIRD(M')
PEIESIAL gZE
(uu)fifilt 0F FooIIM
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Y (rr)hl
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(llr)h
(ulr)M'UBER Of
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I R 150 950 950 600 /m0 1000 1{150 rso-ArE)t.5< A<J 450 t2g) t700 600 4(n 1000 241fi cotBtNo
3 < A < 5 450 1350 vzfi 800 100 1200 3-fi5{)
GOVERNMENT OF PAKISTAI.Ir l l a'w MINISTRY 0F COMMUNICAnoNS.flm" NATIoNAL HIGHWAY AIrrHoRffY
:IINANONAI, ENGINEERING SERVICES
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TENDER DRATINGtfoT to BE usE, tr08 coMllBltclroN
G.I, SIEEL POST
NOTES' al otE{s1o}ls ARt tN uil.tlllElERs uNtEss 1,1}tE) olHERwtsLI FOR MMS REFER DRG. NO. 1S{8' c(hrcf,EtE sru HAIE A U|NHUU CyUr{DERtCtL SIRB{STH 0F 3,000 PSt.
FOUNDATION SIZE & REINFORCEMENT DETAIL,OESTAL SEE
(rv)flDfi 0f monil(
1( (w)L.SrcTH OF FOOIIM
Y (lru)NUTIBTR OF
PotEsTY?[ OFPotEs
REI{FORCBIS{TN ' r
RENMRCSIBfin { Y
150 1000 1000 1{150 IS(MIED 1 2 ) c z c o C / C o & S l12r O 200 C/C (r & B)
'REGULATORY (TRIANG
GOVERNMENT OF PAKISTANNH mnrsrRY oF coMMUNrcAnoNS-#ft^ NATIoNAI HIGITwAY AuTHoRITY
:IINATIONAL ENGINEERING SERVICES
IllPArasrAN (Pw.) LTD.
(X )RA$il Fl RAA S}|AFtrI
RATODERO - RAJANPIIR ROADSECTION-1
(RATODERO T0 SHTTGRPUR)
TIILEFOUNDATION DETAILS OF
ROAD SIGNS
SO{LE
o:t SUSITIED SI m.Loiz IEOOIIUENT'ED B
o1 t{D.,/\rER. FY Vr'\) DAIEOctober, 2O17
DRAWING NO.
39a5/1a2/1Dl rs-os
REV.
RA/. T}AIE DESCRFNOI APPRC'EI) IPPROIIED EY :NA
1ENDER DRATINGlrot ro EE USED mB ooM}l8uCrol|
tq't1qxl0 OEIAL .D,
tffim 60&3@x10rz[o/rCoo
(rY".)
SUPPONMNO
PI,AN TOP & BOTTOM TRUSS _ PI,ANSCALE 1'50
Ltfi}xt(xhl0150 LOi{G ol{ FROXrsD€ o{LY (rP.)
srPFmmG nae.ELt0O.l6rt0t50 t ftc 0N
2500
S€E DETAL.E L-tqlrl(xtrl0 6oo'.30o:.tO
IEAD POST
DEIAI-
TE nfiC Colrf,sE
D€TAL .8. SE DETAL .G. t(xht(xhtoFOI,NDAlEil ST,PPOf,III€ AilGIE
Lt(x!.l0orlO150 UtilC o|{ FROifT9D€ of{LY (r".)
ELEVATIONOVERHEAD INFORMATION SIGN
FRONT & REAR TRUSS _ EI,EVATIONscArE r:50
. TYPICIL ARMNGEITENT FOR GAI{IRT $Gil. ACIUAL WDI}I IS TO BE DECIDED ASASNJAL I.OCAION OF THE ROAD.
PER
NOTES:1. Al DtEl{slof{s ARE lN LlLlrlElEs ${.ESS OIHEnU|SE SPECIF@.
Z LOCAIIoI{ OF GAIiITFI SfIALL E F@ BI I}E EI{GINEER AT gIE
r. G rrRY EEAI, A{D @llJlt}rs Sflxl 8E H lCtl - PAXIED ttl}l tlrLliloJs PAinUNTESS OIHER{TiE ORESIED EI lHE 6ICi€ER.
4. UN|.ESS OTHERIISE ]{OIED. COfrcnEtE Sl.lAll 8E Cllll$FIED AS Follrus.
CollCRE€ CI.ASS 2E D\rE (lA.Jo CY) CYUNoER SlRE{6tH r.9/4 CmRElsonco A 210 (tmo pd )
5. AI. $fiTCIUR L SIEL ( P|JIIES. $EEr. $I NNE.S Al{D Al{GtIS .tc' S}l LI@NFOil TO tSil A-56 0R EQT UA-O|I Uml Uillltull YIE SIRSEIH 0F2,18 l(g.,/sq. ctl. (36,000 pd)
O. AI TEI..DING EIAII COIiIFOil TO lTE AFFUCTEi,E PROVISIONS OF AW.S(atm t{ m-D[s soctErYl @0e al f,EoNG EESIRODES S}olr @NFonfl loASIII IG E 7W.
7. lrlNllltx SEE OF RLl.Er UEID sllr'|.r BE ?mm. ErcEFI OIHERttfriE MttED.6. All- II{ACCES$B1.E SIRI CTt R L $EA- SEgt|ot{S S}lAtt 8g Gfi/EN ]]fO CO/IIS OF
R€D-OXIDE PAiIT BEFORE FA8&C'iNOil" XI EfiEROR FACES SMU- BE PAI{TED IIIHIUO COATS OF REDOXIDE PAF{I AF'EN FAESCATION AIID ERSNON, AS PER URECTX'Nt TT€ SEI}CER
9. CONIRTSTOR $U[ SUS,T TO THE B{GINEER, FAARICANOil DR^f,IT{G WIIH COTPiEIEDETAE Of ITAIERIAL AOiIG WTX TgGfiT A{D SIZES FOR APPflO\'A. B€FOREPR(rc€Elfi{C w'tH @N!ilRugnot{.
10. lHE UNYUy @|\|C-REIE @\,ER oF 75nm sfuLj. 8E PRovtDED FOR SIEEL lN FdmNG'1I.'IHE EASE PIA1E OF IHE @U,I'N SflAT EE TEI/EI-ED AI{D IHEN GRO{'IED WII}I
NOT{ SHRNK CROIJI t[IiIC STA{DARD APFROVED PROCEDUREIZ Al- AIC}IOR BOLTS SIULL 8E TPI OIPPED GALVAI{IZED.13. .|ONT N fiE HAIN SIEEL PIPE I'AY BE OF F|.AIIGE TT"E ST'EJECT TO IHE ENGIIEERS
APPfIIVAL1.+. COI{IR CIOR tAY tS€ AlrltlNltH P|IIE (3nm IHICK) FOR geil FACE15. IHE SrcN PLA1E SHOI,I! BE RMIED TO SIEE- UE}ilBff OF SUPPOFMNG FR^IIEi6. NI'TS IT EOLTS FOR CIA'PS S1IAI- 8E SPOT TEDED AFTER TIGTIIENING''t7. FOR DETAI.S REF. DRC. l{O. 'rS{7 & TS-O8
GOVERNMENT OF PAKISTAN
S roorsrRY oF coMMUNIcATIoNS.#h" NATToNAL HIGITv{AY AUTHoRnY
IIINATIONAL ENGINEERING SERVICES
tllPArffsrAN (Pw.) LrD.
(r )RA${ FI RAIA S}TAFP
RATODERO - RAtrAI.IPIJR ROADSECIION-1
(RATODERO TO SHIKARPT'R)
.ITILE GENERAL ARRANGEMENT
OF OVERHEAD GANTRY SIGN
SCILE
03 ;UBITITIED BI mq_02 IECOUUENDED B
01 )HD./\ER Bf v l \ DATEOctober, 2017
DRAIVING M'.
3so5/1OznD/ rs-06REV.
RE\/, IIATE DESC&Pn(I{ APPROT'ED IPPROT/ED FY--ISC.
TENDEB DRATINGl|Ot !O E USED rO8 COIAIBIIcIIO!|
L-llxb(lOO(lO
P 132O.{Sr10
E-rJlo.l2oxro
DETAIL-.A, EI,EV.(cl,,sser Pi^IE t{oT s+toffi{)
SCATE - 1!10
DETAIL .H,SCA|.E - l:lo
SIGN DETAIL_REAR VIEWSCAI,E - 125
SIGN DETAIL-SECTIONSCAI.e - 1:2!!
L-l@r'l0O('10 DETAIL .A'_PI,ANSCAU - l:1O
,t4 t{[.Ei FoRat2 &Ll!i ,l.t tttLB
SUPPORTINGSCATE - 15
ANGI.,E SEC. K_KS0ll.E - l:5
SECTIONAL PI,AN J_J(oLz u-BoLTs AnnANGEMENT)
SCAII r l:!SPACER BAR
SAAE - 15
DETAIT .B,-PI,AI{SC E - l:10 DETAIL .8,-ELEVATION
SCAIE - l:loPENTEER ATut&506
ENI,ARGED VIEW_SCATE - 15
,P,v
DETAIT .C,_PI,AN SECTION L-LSC |.E - l:to
SECTION M-MSCAIE r l:!0
fl
,::,.:.:l)..'l. . . : t ; '
' i '.-. i 'i , i\ r ; r i
".1..,,;;.
, . 1 l i i q r , , ,__:-::*.,,
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i : l r ; l t
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1l;.!:. .."i'
e Ed)ttlorl0
il)LT t|il2?-60fo.lo
E 6OOxrOOrl0 ?-qnrgLlo NOTES:1. A[ I'UE}SDE ARE IN IITIJI'EIERS WI."ES OI}ERTISE SPECIFIED.2. FOR GENERAL I{OIES AIO DET^t-s RCFER D*Ii I€. Ti-O6 T 15-OA
L-l(xb(l(x}.lODETAIL
.D'-PI,ANSCrtLE - t;loIN
DETAIL .E'_ELEVATIONSECTION N-N
SCAIE - l:10DETAIL-.G,
SCIIE - l:lo
? 13ib!11)rro
.. GOVERNMENI OF PAKISTANr t r l ^*b^ uttttsrRY oF coMMUNIcATIoNS,#"%, NATIoNAL HIGITIAY ArrrHoRflY
IIINANONAL ENGINEERING SERVICEStlfPArssraN (Pw.) LrD:
0,t ,RAWil B' RA,A StUftO
RATODERO - RAJANPUR ROADSECTION-1
(RATODERO TO SHTKARPLR)
IITLEGANTRY SIGN
COLUMN DE]-ALS
SCAIT
o:t ilgtfirED sv r n ( '
02 GCdITENDD B
01 *ID.^/ER B/ \ ' t ' o - DAIEOctober, 2O17
DRA{tflG l{o,
39o5/fi2nD/ 'rs-otREV.
RE'. IYTIE oErsPnoN APPRO/ED IPPROVED BY )N4
TENDER DRATINGlfof !0 E usED FoR coNBtBuctroN
FRONT VIEWSCAI.E . !e0 ,;...,!i
;*-..,))u'i
lijj'i:;:,,;.,,,,
FRONT VIEW SIDE VTEWOVER HEAD POST A5?6'
SEC. PI,AN U_USCALE = l@
g 350xr50x15
780x580x50
SECTION S-SSCALE . tilo
SIDE VIEWSCILE . !40
DETAIL .A'sCtLE. 16
NOTES:L ALL DII€,SIIIF tRE lli I|ILLI|€IERS tSf,-EsS ITTHERVISE SPECtf'lEI
78&(58oxl0
li- ontan#;l,N
GOVERNMENT OF PAKISTANr l i [ a,Y MINISTRY OF coMMUNIcATIONS"gk', NATIoNAI HIGlrwAy AUTHoRITy
TIINAfloNAL ENGTNEERTNG SERVTCES
tlfPArcsrAl.r (Pw.) LrI).
(r namt Er RAI,A SIIAFIQ
RATODERO - RA.IANPUR ROADsEcnoN-1
(RATODERO TO SHTTGRPLR)
IIII.E GANTRY SIGNFOUNDATION DFTAIL
SCALE
03 *,B$]IIIED CI m. {.:02 IECOI'MEilDED S
o1 )|D.^,ER F/ lV. / iD ulEOctober, 2017
DftAWIIIGl{o.
39os/1o2/rD./ rs-on
REV.
RA/. oAtE D€SCRIPIIO{ TPPROGD IPPRO/ED BI nt$iz
IENDSR DRAWINGuoT 10 E ttEE) FOB CONST?I'CTION
SIDE ELEVATION
DETAIL ''A"
FACING DIRICTION OF TRAFFIC FLOW
. . - _ r . - . : . r : , a',;.,'il ijti;
i,' , t,' 'i,,
.,t"ii ; ' l \ r f i ir , l , . , l i , ; . 'i . , , . ) r
. ' t ' ' . : iirir\*---4rr).;J'q:F,?}1"
NOTES: -1. ATJ- DIMENSIONS ARE IN MILUMEIERS UNLESS OTHER!'YISE SPECIRED.2. REFLECTTVE TIARKING IS OF lP PAINT.J. SflCK YELLOIV REFLECTIVE SHEMNG BEFORE SNCKINC BI.ACK
REFLECTTVE SHEENNG.
TLrL
- l r
JL- tT
JL
-t t-IL- l r
JL
--.|
J-t
J
coNc. cLAss 'A'
N.S.L
ffiRl]-
T
oros
225 600 LEAN
1 050
SECTIONAL PLANKILOMETER POST
GOVERNMENT OF PAKISTAN
S urxrsrRY oF coMMUNIcATToNS'€h' NanoNAt IIIGHwAY AurHoRrrY
TIINANONAL ENGINEERING SERVICES
]lfPArssrAr.r (Pw.) LrD.
O.t )RAUN BI RA,IA SMFIQ
RATODERO - RAJANPUR ROADSECTION-1
(RATODERO TO SHIKARPU8)
TTILE MARKING DESIGN DRAWING
AND KILLOMFTER POST
SCALE
G' IJSIITIED RY n). ! t -02 IECOilIITENDED B
ol Ho.^/ER. Br l0z s^ DATEOctober, 2O17
DRAWII{GMt.
39os/1o2nD/ rs-oeREV.
RA/. OAIE oEscf,rFrls{ APPiOI'ED IPPiO/ED fi .\rl-
r----
BASE PTATE? 85&8ti0T-sG
5 IHICK CAP PIAIEWEU'ED 10 PIPE
,3:t HOTES FORu:D aanoR *)Lls(r0oo Loilc)
DETAT-.C,I/
lE PUIE8Ox10
I
L-------
stPFofimt{G A}tcLEL-.aO(4O6 (200 tolic)tEtDED IO $JPPOR!!|S L
Gr".)t45721-12.7
DETAIL .t'
Ar{ct{oR sLTnro(lo(n !ot{c)
'75 rHtC|(afiuxt @lc. T-4Or4Od
(m.) (2 Ersi(4)
OVER HANGER INTORMATION SIGN DETAIL .X,(cLAt[P PLATE DETAIL)
SC t! -15+ IO 8E AIJSIED AT S|lE
STEEL PPE#72l-12.7 SECTION E-E
SCAIE -l:10CUTP PU1ES€E DEIAI- .T
RT PIAIElOOr'l!O.18
L{Or46 1t--d
?l U . t_r1ll N v . 1 2
w
|jJSECfiON J
SCAIE rl:25
DETAIL 'D,(scil PulE DEI^[.S)
sC l€ 'l:25
'9JPPOftNS PL$Eloon2lForto (!P.)
}OITS RRmLts
vANGI.,E
rxrw27 tofi2tlgorl0crmo c/c-J
5 lHtcK crP.f-culF PIAIEvxhlo|oSo
TE.OED TO PFE
SUPFONMNG AI{GTEL-4{hao6 (200 LoMt)
SIEEL HP€'4512 I
ISIEEL PIFE)1572
*'-t#.)***'
PIPE 273t927
Rt8 Pt lElq}.t0x(i/t1omm)
J THrcX CIP ITE.DED TO PIP€
PtAlEs(xlxl&50O ENI"ARGED VIE'W- .H'
DETAIL 'A'SC tE - 1:1O
DETAIL (OF DETAIL 'G',)SCATE -1:10
1. RIR GE}{ERAL M)IES REFER Dtlc. No. lIi-O7.
z AtI iiliEi{sx)tis ARE h{ Hil.lIiEtEF uNtEss otHEffiE SFfrctFiED.J. XI 5IR'CruML SIEEL ATD ATEHOR EOLTS S}U[ BE TIOT UPPED GALVANUED
UNTSS OTHENTBE DIRECIED E lHE EI{dNEEFS REPRESENTATVE.t. UNLESS OTHERTNSE S}IOT}I, IHE WELD g.IOUID BE 8 THICK COMNNU(n,S FIUET WELD.
5. IHE SIGN P1IIE S}K}UT.D BE RIVTIED TO SIEEL T€IIBER OF Sil,PPOFMNG FMIIE.
c,,F I i*,," i
.RE P|r?EldxtOr(t25O)
R3 PIAlElG(lOxl62
PtAlE
NttTs T cr IE.D€I)T0 rE t AFrmAII'USIIIENT
RIB
TENDER DRAVINGItot ?o E usp rioa col|sBucaroll
GOVERNMENT OF PMISTANMINISTRY OF COMMI'NICATIONSNATIONAT HIGHWAY AUTIIORITY
NATIONAL ENGINEERING SERVICESPAKISTAI\I (PvT.) LTD.
RATODERO - M.IANPUR ROADSEClTON-1
(RATODERO TO SHUGRPIJR)
ttntmrnnvgn cANTRY sIGN TYPE -II
WPICAL DETAILS
TENDER DMflINGNOr m 4 USED !108 colltflBucllo]{
SIDE VIEWSCAIE - 'l:2O
SEC. PI,AN N-NSCAE - 12O
SEC. PI,AN P_PSC II - l:2O
SEC. PI,AN M-MSCAIE - t:25
lM MJ
7l
75mm lHlCl(EUNDING @N,
FRONT VIEITFOUNDATION DETAIL-1'(nsoro)
(coNc. oU"ILINE)SCATE - 125
SEC. PI,AN L_LSCATE - 1:25
FRONT VIEWFOUNDATION DETAIL_'1'
(RETNFORCEMENT)SCAI€ - 1:20
NOTES:!. AI.L DIYEI{SIONS ARE IN YIIUUETERS
TJNI.f,SS OIHERIfIBE SPECIFIED.
2, FOfi CEI{EML IIOIES REFER Dre, NO. TS-O7.
3. Fffi GAT{IR/ DETA$ Rf,FER 10 REISVENT GAIIR/ DNAWINGS.
o8
.:z=o8
If
E
75{l l(xxt 750
25{tO
r :-::---, G0VERNMENT 0F PAKISTANlNg I MINTsTRY oF coMMrrNrcATroNs["ffr.| NATIoNAL HrcrrtrAy AUTHoRrry
TIINATIONAL ENGINEERING SERVICES
tlllPAKsrAN (Pw.) LrD.
(r DRA$.| Bf RAjA SrnflO
RATODERO - M.IANPIIR ROADSECTION-1
(MTODERO TO SHrrGnPnR)
ITILE cANTII,EvER GAN1RY SIGN
TYPICAL FOUNDATION DETAILS
SCALE(xt |I,BITfTIED BY m.r*02 @O['I'ENDED B
01 ){).n/ER Fr j <r- DA1EOc tobe r , 2017
DRAWING I{O.
3905/102nD/ rc-1
REV.
REV. OATE DESCfdPITOT{ APPftO'ED IPPRCTED BY-^JS<
300x150 mm HOLE
13 TH. PI.ASTER INCE}'il{f MORTAR MASONR/
:4 CEMB{I M0RIAR
50 THICKI.TAN CONCREIE
TYPICAL X. SECTION OFRELOCATED LINED WATER COURSE
DETAIL OF COVERED DMIN
I.INEAR PljN & REINFORCEMENT DETAIL OF
H12 O 150 (TOP & BOTTOM)
H12 0 150
.. GOVERNMENT OF PAKISTAN'H MINISTRY oF coMMIrNrcATroNs,#.h,, NAfioNAL HlclrwAy AUTHoRfly
NATIONAL ENGINEERING SERVICESPATCTSTAN (PYt.) LTD.
RATODERO - RA,trAI.IPUR ROADsEcnoN-1
(RATODERO TO SHITGRPLR)
IIILE TYP'CAL DFTAILS OF BRICK MASONRYCOVERED DRAINS &
UNED WATER COURSE SECTION
REINFORCEMENT SCHEDULE OF R.C.C. COVTRED DRAINNO. OFCELL
SPAN(M)
CLEAR HEIGHT(M)
Tt.(MM)
Bt.(MM)
wt.(MM)
BAR MARK B BAR MARK D BAR MARK E BAR MARK F BAR MARK G BAR MARK H BAR MARK J
1 1.00 1.00 225 225 225 H12 O 150 c/c H12 O 125 c/c H'16 O 200 clc H12 @ 125 c/c H12 @ 125 c/c H12 O 150 c/c H12 O 150 crlc
TENDER DRATINGl|OI m E USID FOB COI|StBUC]TOX
d25 LENGTH 510mm O 380mmPAINTED WITH DEBOUNDING AGENT
2OX2O GROO\E FILLEDWTH HOT POURED JOINTSEALANT ASTU D-3569
ST POUR
TYATER STOPPER
DETAIL OFCONTRACTION JOINT
TYPICAL REINF. DRAIN SECTION
NOTES: -1 CLEAR COIER T0 REINFORCEMENT lS 50mm* THE CI-EAR CONC. CO\ER TO SURFACES HAVING CONTACT
IVITH THE SO|L lS 75mm* ALL EARS ARE (H.Y.S) HIGH YIEI..O DEFORMED STEEL
wTH fF41o H/mr#('oors)r UNLESS OTHERWSE SHOWII ON lHE DRAIVINGS LAPS IN
REINFORCING STEEL BARS SHALL BE STAGGERED, MINIMUMI.TNGIH OF LAP SHALL BE 48 1IMES lHE SMALITR BARDIAME1ER SPUCED.
* CONCRETE SHAU HAIE A MINIMUM 28 DAYS CruNDER SIRENGTHOF 4000 psi
* LEAN CONCRETE SHALL HAIE A MINIMUM 28 DAYS CruNDERSTRENGIH OF 100 Xg/CU2
* ALL CONCRETE FACES BURIED lN SO|L BE PAINTED r,flTHTWO COATS OF HOT BITUMEN.
* CONIRACTION JOINT SHOUI."O BE PROVIDED FOR DRAIN I..ENGTHMORE THAN 12.00 M.
* DRATN lS DESTGNED FoR BEARTNG CApACtTy 0F 1Tl SF.* AU OIMENSIONS ARE IN MILIIME]ERS UNLESS NOTED OTHERIVISE.
H2o O 125 H20 0 125
o 1 2 s I H 2 0 O 1
BARSH(ToP&BoTTo| / )
GOVERNIIENT OF PAKISTAN, N l t l A':#- MINISTRY 0F COMMUNICATIoNS'ff*. NATIoNAL HIcHwAY AUrHoRITY
TIINATIONAL ENGINEERING SERVICES
PllPArssrAN (Pw.) LrD.
o+ nAwil Fl RAA S}IIFIO
RATODERO - RAitrAl{PIIR ROADSECTION_1
(RATODERO TO SHIKARPTTR)
'TILE DETATLS oF R.c.c. DRA|NAT LINK ROAD
scatE03 iUBI'ITIED BI n. L-02 rEcou||6|Do aot )ftD,^/8. Bt w( DATE
Oc tobe r , 2017DMYIII{G NO.
3so5/102nD/ DR-02
RE\/.
R6/. 0 ] E DESCRPIIOII APPRO/ED \PPROVED B'- )\."
TtsNDER DRAWINGllol !0 BE USED tOE COMtt?UCtlotl
SCHEDULE OF STRUCTURES (RATODERO TO SHAKARPUR)
Cha i na ge Spa nxHei ght Rema rksBox CulvertBox Culver tB ox CulvertBox Culver tBox Culvert
(Dia>to.9)
B ox CulvertB ox e ufuertB ox CulvertB ox Culvert
11.5x1) Box Culvert(1.5x1) Box Culvert
B ox CulvertBox Culver tBox CulvertB ox CulvertBox CulvertBox CulvertBox CulvertB ox CulvertBox CulvertBox CulvertBoxCulver tB ox Culvert
(DiaxO.6) P ipe CulvertlDiar0.6) Pipe Culvert
B ox CulvertB ox CulvertB ox CulvertBox CulvertB ox CulvertB ox CulvertB ox Culvert
\2xL5) B ox CulvertBox CulvertB ox CulvertB ox Culvert
GOVERNMENT OF PAKISTANMINISTRY OT' COMMUNICATIONSNATIONAI HIGHWAY AIITHORITY
NATIONAL ENGINEERING SERVICES RATODERO - RA.trANPUR ROADSECTION-1
(RAToDERO TO SHIKARPTTR)
SCHEDUT,E OF STRUCTURES
TENDER DRAfiING!IO? TO BE I'!ID FOB COTAEUCIION
SCHEDULE OF STRUCTURES (RATODERO TO SHAKARPUR)
Chainage Spa nxHei ght Rema rksB ox CulvertBox CulvertBox CulvertBox CulvertB ox Culvert
Box CulvertRnv( iu l r r c r t
Box CulvertPipe CulvertPipe CulvertB ox CulvertBox CulvertBox CulvertB ox CulvertBox CulvertBox CulvertBox CulvertBox CulvertBox CulvertBox CulvertBox CulvertBox CulvertB ox CulvertBox CulvertB ox CulvertBox Culvert
(3.5x2) Box CulvertBox CulvertBox Culvert
(15x15) Box CulvertBox CulvertBox Culvert
Box Culvert35425 Box Culvert
Box CulvertBox Culvert
GOVERNMENT OF PAKISTANMINISTRY OF COMMT'NICANONSNATIONAT HIGTIITAY AI.]"THORTTY
.TIONAL ENGINEERING SERV-ICES RATODERO - MJANPUR ROADSECIION*1
(RATODERO T0 SHtrGRPUR)
SCHEDULE OF STRUCTURES (RATODERO TO SHAKARPUR)S.No. I Chainage Spa nxHei ght Skew Rema rks
77 36+490 {td) 0 B ox Culvert78 36{645 (1.5xf) 0 B ox Culvert79 36{850 \2x1) 0 B ox Culvert80 36+878 {1.sx1) 0 B ox Culvert81 36{998 {1.5x1) 0 B ox Culvert82 371062 ltd) 0 B ox Culvert83 37+170 (1.5x1.5) 0 BoxCulver t84 37+363 (2.5x1) 0 B ox Culvert85 37i977 (ftf) 0 B ox Culvert86 38{O50 ltd) 0 B ox Culvert87 38+203 1kl) 0 B ox Culvert88 38-t605 (td) 0 B ox Culvert89 38+750 4{'(1) 0 BoxCulvert90 38+770 {2x1.5) 0 B ox Culvert91 39{O35 (k1) 0 B ox Culvert92 39+€00 12X1.5) 0 B ox Culvert93 40{O15 {fif) 0 B ox Culvert94 40{4'20 {1.sxf) 0 B ox Culvert95 41+300 12x1.5) 28 B ox Culvert96 42+225 (Diax0.6) 5 P ipe Culvert97 42400 (1.5xf) 0 B ox Culvert
NOTEADDTTIONAL STRUCTURE (IF REQUIRED) SHALL BE PROMDED AS PER SrTE REOUIREM ENT AND THE DIRECTION OF THE ENGINEER.
IENDER DRAWINGlrot m E IxrED FOE CONITEITCIIOII
GOVERN}TENT OF PAKISTANMINISTRY OF COMMUNICATIONSNAfiONAt HTGHWAY AUTHORITY
NATIONAL ENGIMERINGPAKTSTAN (PW.) LTD.
RATODERO - RA.IAI,IPIJR ROAD. SECTION-1(BATODERO TO STilKARPUR)
I GENERAL:r.i spEcrFlc ro pRqEcr o{Ly AND snculD B€ 5.
READ IN CO{.I,NC'ION WIII{ lHE PRqECT SPECIRCANO{g SIRUC1URAL EilqNEERINGDiASNG$ RETEVANI cofrllR^cT @NDltNs AND ENGINEdS tNslnucl|o{s
1.2 AT tnAUNG S*IAIT BE CO-OROINAIED !T'TH O1HER SPECIALTYDRAUD{Gi ,/ DEtAil.s' ANy D|SCREPX{CY, ERRoR fr RECIIRCAI|d{F REqNRED. SHATI. B€ EROUOflT TO IHE NOICS OF IHE $|ENEERFM N€CSARY APPROVAL
I,J ALL DIIIENSO{S ARE IN MIIIITIEIRES AHD ELEVAIIOHS It{ ITflRfAUNTSSS SPEOFIED OIHf,RUISA
1,.r a! EEV noNS S{OS| oil DnASNCS ARE FtNtSflED CJRFACTTEVEIS UNLESS NO1ED OIHERTISE.
I.5 A! OFO6€D @NCNE|E CORNERS, EDG€S A{D AI{GLES S{AII BECflAIIfERED 0i Flu.ElED 20mm : 20 mm UNLESS SPEOREDoI{ERilSE
I.O IHE @IITRACIOR $I^r! 9'BIIT, COIPI.EIE TET}IOOLOOT FOR OFFERENTvFro< ngrs LKE A(CAV noN,'tACrR|.lJNq D€a rEHltcnnA[AC€, cq{cREnNquFnfic^Al,NcfiNc 0F eRDERs. ,,otNTs AND p6r rB{SodNc ETcFfi APPROVAL OF ENONEER.
1.7 E Lpir^lE R€sSr^}|T CElaAnT g{A[ E usED tN co{cREtE FOR AI AERS / ptlrs.
1.6 AI F C€S (F COiCREIE lN A4rtUENtlr Ar{D $NC W tl.S tN@|{TACT nil SotL SltAlt_ BE D^ltp pRoofE) HlH TWO @ TS OFBN$MIOUS IIA1ERIAL AT NO OCRA C6T.
r.9 Att Eooso sunFAcEs sflal HAIE cLAsS r gJnF C€ FORI FtNtSflUNIESS SPECFIED OIHERHSE
DESIGN SPECIFICATIONSTz1 ^ASITTO STT,IOARO SpEclflcAnons Ffi t{tcfttAy BR|DGES -
ML2.2 ET P fdSIAil COoE f FRACI|CS FoR HtCHtAy ARDGES -1967 (StEnE
AFPIJCAHJO
SEISMIC LOADZ3 ZONE-2B ON SEISIIC RGT ||AF OF Pfi{STA{ PffiFANED
Bt lHE CEq.OdCrL SERIET f pX(|Sr N StH IA,0|UXACCL$AION A-0,2c lS APruED.(EARil q.,AtG FoRcf rs ctl-cut A]ED As pB spEcFtcAllolc AA9{IO I.RfD C00€ 2010, lHE StE UES tN S€SUC ZO{E-28
UVE LOADS: 6's.l silqr |.ANE 0F cttss 'M' (utuT Ry LoAotNc T r{K 70 roit) oR
lltREE / FotR lli|Es f cLAss 'A' LoAotNc,oF Er pAKtsTlN coEoF PR CI|CE FOR Htc+tw y 8fidoc€s- 1967 s{cl{Ev8 @r/ERNs
e2 4 gr{Gu torD s 95 td{ (21 Kb) 0N JoOmnrd@ mm AREA FOR IHEDESTGil 0F DEC|( srrE o{LY.
MATERIALS:/Ll Ar fiE IAIERIA.S ^r{D troRXuAt{SHtP SH ll BE AOC!ft,t{c IO tHE
Arg{rc sPEoFtcAIots Ar{D A$I sra{DARO€ E(CFT *IEREIoonEo Bg.rof. fi lN ?ARfldJtIR SpECftC IId{s AtOSPEOAL PROuSlofiS' f IROER DocutaENTs.
7.{2 CoxcnEIE
CO}ICREIE C|.ASSMCANON AI{D SIRE{GIHS SHAII * AS PER TABI.E q\GN BELO*
CONCRETE CO\ER:rHE l{t{[tuy @\,ER To REilFmCOTENT St{A! 8€ AS UM,ER Ut{l-ESSSPECFIED OI}€Rf,SEOECK SITB
T(P..,----.*.-.-.,- ,tO mmB{)TT0ll ......-*-.- 25 m
PNE$RESSD GNOER
8. FOUNDAI'IONS:&1 A[ rHE O(CAV noil FOR OpOr Fq]OAllots / Box cuLvERTs SHATL
8E S,AECIED IO INSPECION BY II.IE E}ICil{EER PftOR TO POITRINC0f cotcnEtE
&2 cRAllJl,lR Rll llAlEnAL (.rs&nm |.o) sHA! B€ pRovtDED lN t \€Rs ro AcfilEvE REQJ|RED8€ARStc CAp OW ANO CoapAglto{ 95t lsD tN cAsE o0sIlNG sdL AT FOOTTNCI{OT (UAJFYING AFORESATO REAUNEIE{T.
&5 'HE TAJG'I}I OF Pil.€S ARE]DI'AI!/E P'Ir D€SIGN SflAI.I BE EGCU]EDOI II€ SASS f S(|L DPLORAIORY EOIUNG BY lHE CONIRACTOR ANOsltAtJ- BE F|NAIJZED AFIER R€SULTS 0f lt€ p[.8 toAO 1ESL
&.+ Al. AS,IUB{T PII€S S}IAL BE CAST AFIN MNSIRUCNONf Ro D utBAl{t(uEtT.
8.5 PILE LOAD TEST:g!E//rrD p,ttEs sltorrl_o BE c sT. As st{ofi ot DnAUNGS At{D^T I.OCAIIO{ DNE TED BY THE E|ENEER. FOR HTI LOAD lESr. HIEa!r4 E IESIED UplO 2.5 IIES OF rHE DESGN OrO. rue lorOIESIS 914' BE C nR'ED (IJT AS PEn ASnr O€SlGilAnoN o ti+s-67 AflD 1EST RESJLIS SHAI B€ SJSINED TO IrE A{ENEER FdAppRo\r L co{stRucloil 0F mRKNG pn.ES St{ALr coryENcEAF|EN OdIR.ETIOI{ AilO NIERPRFTAIbN OF IBr RESUL1S
8,6 PROOF LOAD IESTI
14. SCAFFOLDING:AII SCAFFd-D|I{O Sl lI E D€9CilED 8Y n€ COi,TRACTOR rrI}IE IRAFFIC IIOVEI|E}IT T'ilDERTIEAIH S'CH SCAFFOTDINC UAYRETTAN UNOE;IR1'C]ED.
LAUNCHING OF PRECAST GIRDERS:cot{lRACTOR SflAtl sUE$tT tlri coRK sr lElrENT FOi UF!0{OlHE GIRDERS TO IHE E{GINffi FOR IIS APPROVAL UFNirc OfGIRDER SHOTJI..O 8E DO€ DT,,RIilC NICilT NUE AI{D OFF DATSto A\,uD IRAFF|C D|SruRAAltCe
METAL WORK:rer UA1ERALS 1'! E [t ACCORDA|'CE St]t lHE SpECtFrCtnONS.'N2 ^t! E..DED C(}{SIR{,CTON UNtEiS OIH€RTISE NOTED.15.3 AIl. STEEL 10 BE PANTED fi GALVATO@ AS DTREOED BY II{Ere4 All sHE R EDGES TO EE cRCt lO sraoo$,les Al. E.DS SHATI BE S.nm CO{ItNdrS nU^Ef ELO, F,OO(
EECTRooE Ul{Lgs ofiEnnsE l{otED ot DR^tfuc
LIST OF SYMBOLS AND ABBREVIATIONS:IIEGI|C,AL E-ONcAnCil 0FPRESIRESSAIG TENDO{BOTTqIffi€ HotEcoilsrRl,cflot .bilTcotlREut{ECENIER TO CENIERorArflEFoP r{sroil .p0rTE Cr{ FACEEI.EVAIIOI{FAR FACEc Lv t{zED RolGUARANIIED ULNIATE ]E{SIE SIRENCTH
2 5 m2 5 m
' t5.
1 6 .
EARRGRnP, BOTIOU r SD€s .....-,..*
PIES
3{, nm
7 5 m
aOf f i
.lO nmBf,^||, OAPHRAGT
APPROAC|t Sl-A8BOTTOTTOP
50 mn7 5 m
5 0 m7 5 m
2.
REF{FORCED A2(cflcng|E BARfiUER. APFnOACH S.^8)
RE|{fORC@ ,L!(prtg Hens' oEct( stls, onpHRAd., rsac wArLcrnIAN wAll $tElR KE\g @NcnErE PAD.RENFoRCED COI{CREIE g€ l|, IR ilSqa.ABNUOIT SEAT, f,AIIg CULIER1SUNDSPASSe; ETC.EA|t- - -PRE5IRAiSED- - D!
RElr{foRcaaE{T
RE]iFUqNC STEL SHAI.I 8€ D€FOMTED RqJND BARS f INIEMIEDIAIEcnArrE (GRADE 80) CO{FOf,IflNG T0 A 9{IO U-51 (ASty A-6t5)Ufi ralMlruL YlEL0 STRE{GIH OF a.200 Ks^q.cm (80,000 psD.'
SIRI'C'I'RAL SIEE-UAN STRUCruRAL SIEEL SHAT! Co|{FOFil TO ASIU A-!6 HAVNG$NUlt tl YlELo SIRE{CrH 0F 2,5oo KqAq.On (36.000 Dd). eOLTs ANDNUI5 $tA[ @NF(nr rc ASIr| A-31i7 m EdUtV ttNt
'rEDs 9rA[
coNFmil rc av.s (AtERtcAN Eu)ING STANDARDS).
FRESIRES$IG STEET
PRESIRESINO STEEL S}tAtr 8E NORIIAL RA.AXAIION SIRANDCofiFffil{f{C IO AAS}ITO y2olt (A.S|U A-/tt8). GRADE 270 HAUNCIlMlltAa ULIaIATE lE{sLE SIREN6IH (F 19.dr0 Kgls+qn Q7O Kdt.
EEAiNC PADS
8EAfiNC PADS SIIAII BE ELASIdIERC AND LAI'INAIED @NFOFIING!o A sflIo sPEqflcAno{s FoR Htc+tw y ER|DGES NEOPRENE OF 3r'(s-DuRo) REOTJIREDilO{T, A Slrc y-751.
U,CTS FOR PRESTBESSING- FOR CAA.E 1z7mm. lD SllA! BE > d ' 65 m- FUTIY GALVAIIED FERRCI,S YETAL gtEAlH TI{CI(NESS >
a - 0.5rnm SllAtI BE USED
$EEL ru8ESArI SIEEL IUEES SHAU- CS{FofiU Io ASrU 4-501 HAVilC lilNflUunEu, SIRENGTH oF esoo Kglsqcm (36,mo prD.
F(tulsAllc|{twBOTtUa e SD€S.--.-._.._.....,,.
- UAT.SE R I H S D E 5 O mOTHEF SDE 40 m
- |IATEEAL Ffi COrcNE|E @\'ER
BAR SI.FFORTS 9{l|l E PRECASf IORTAR SLrOC|(. H.AS-NC ORUE AL S.IPFGTS. CORTAR g.OCt(s St{AtI S€ CrH$RI'gtED A'OCURED. lHE Yfffr.U Cq|PREISI\E STRENGIH OF T6TAR USEDFoR C.OCKS SHAII E'UAL IHE IAilIIUU CCIPRESSIG STRE|G!|Is cOIICREIE Fm I}E SIRIJSIURE IHEY AhE usED sI TrcRTARB-OCI( SI'PP(NB SflAII 8E ATTACfIED TO TH€ SUPPORIED BANBY lf lts f lHAucE tRE cAsI N Ir{E CEtflER 0F EAC|{B.OCK
PRES1RESSED GIRDERS:
C.t dffEn TttP SllAl BE ftUcrg@ 10 A FL{.! AlFUnn€ 0F 6 m.6.2 dRDSS S'IAII EE II{sIAED N fiEN CffRSCT PGM(I{ OI
BE &NCS Ey I-AWC|SG AO $A[ A€ rEr|PoR^ftLy 8f, CEDln{ltl c,q$tilo s Dt F}RAgs
6.3 IF I.FTII{G TE}IOO EI I'SE. GIROERS SHAr 8E TFTD FRilqor! E{Ds us$rc LFIHG t{(tIs / StEErEs By rEAts AppRot/EBY l}E E{GII{ER.
A./t F LALNq{lNG 1S tsED ItE raAnrul| CAflilrl/ER oVEnANG SltAtrI|oT DICEED 3 ]|r
POST-TENSIONING:7.1 A Utftlr-$il{D FGtlEtStOStc slgtEr sfiAtI 8E usED.
7.2 Atl C'^B|.!S S{ lt E srResED, 9HJLT I|ECTTSLY FRfl EOIHE{DS, lN ]}€ mER spEcmED ot l}E lF htcs,c B.E ECElSfrn 0aCtlrD€S A PUtl-N lr RCO{ f 0 m AT EAelsrResNc EltD.
rHE J^CTONC FfiCE CrErE ErotcAT|oar aD LoctoG slrFp cEsHArI E tN ACCmAflCE *lt{ l}E DR fr{cS Aty DEVAIoil fiVARAIKII [,ST E REPORTED TO N€ ilG$Ei FMcoilmruNc srREisr6 ffi(.
IHE C &E ^)0S llrsl coitco€ ulH lt€ ^rcHR GE ASBEllltO IHE Al{ctrR C[ Ffi A LAFIH OF Ar |.E ST tOoanr 6lruT'PET I.6GI}I. n{c|f,rER |s GNEA]ER.
s.dT EtE gtEE- etAns,/ FnAs to HC|D 'l€ FRetrRESSlilGcAaE DUCrE ArO @F(nCED{T tN 1Rt € FGrIOt AT ADECI,AIE!!{R!|!s (RrNcsE FRq. 0.E ro r.2 UEIER) s{AI EPROI/bD.PROI/|SIONS SHAJ. EE IITDE OI lHE El\D ANCfiMACES FOR GRTI'I|IICI{E CAAE UrCtS ltaEd^rELy AFIB lBtstoa$G. AfIERsEclrR$tc rlE bD ANCfioRAGES, At CAS.€S SnA! BE pRESgjRE{n(t,IED IN I}€R dJCIIi IN ACCMANoE n1|{ DESPECfiCAnO|s
!!q w(l{c pf.rs s}tAtJ. BE Cof{stRucrE) As pER lHE RNALqqlgt 4T t€Asr o€ f rHE u(x(rNo mrs stinr e[-qqqEdED To pRof LoAo Esr Hfi LO D O{E A{0 A HArF IUESfiE rESrcN Ur O.
17.
8.7 P|.AI|{|C RR LOAD lEsitg CrpERr,lgsa. INIERPREtAIION oFRSSULTS ANO TOAD CARRMNo CAPAOW AI{ALTSIS SHA! BECTNNE ot,T 8Y lHE OIGII{EER.
&E Ef{D IHE AArryE{T At{D HNC IAJA C(rtp CIED cRAtUL R B CT(RU-sfl tt d al]co ilt L .rEls 0f llftctfiEss AppfffrArE 10 l}tE c0iltp^fito|lEqJFGNT El{su&Nc A rflNlrur N sru odap gtu{ or etllr uqrrtED i'RocbR.
9. JOINTS:9.1 l|€ CoiltR^clfi sH I qBatt gptrrE u]qJT a{D Dsr tts oF AtJ.
con$Rlrdlloil ,bS,tTS FoR AppROV L G I]E O|GSEER.9.2 OOmnrlE ,tl DECr 3Ll8 SH lt BE ArrC€D S{ FtU rcfi. IO
co{$n[Ello{ ,nNT gtat 8E pEtilaTtED. dlprn cts AND D€Ct(suB sflar E ctsr raolo.JtHtcAt.Ly. o(c[pT As sHotfi ot{ DR sNcAT Un IoN Fm f|silIAltot 0F Ep t{slof{ ,FNTS.
O,S COi{CREIE FOR lHE B^RftENS AO SDEUAIJCi SflA|I BE PIICED I{Osra fiAN 20 D tB rFEF pt-Acilo 0F @a{cistE,N rHE DEo( S|.AA.
9.4 ufr-ESS SPECIFED OIHERIiSE O{ oRG' AIOIAEI tovElt6tT BSITEE{ ra^!|luyAr.D rro{Ju C P lnE $nr [{ I}E DRECITO{ f lR Fftc. O(PATEoI{ JqNTststEa st{AJ. E nG|TAllD AT lt^Sr qitE IO{IH AFIER CO{H5nNc tltE OEC|(0R ACt{EV0{c REqrnED CdrpREssil/EsrRENCn OF DECk SL 8 n{CfiEl/ER tSEAnUER t{ BLOCr dr? pRovDo AI tnrE oF pdJnf,{G oEct( 9-A& coillR CItRsilat $EutT l€cEss Ry s{sl |IAI|qt o€rA[ri Fm E{qNEER.S APPROVATFOnE SrAflbrc 1|{S AgtMW.
10. BAR BENDING SCHEDULEDETA{,E) AAR EODI{C SCI€D|,IE SI{^r! E PREPARED BY I}E€IMTCTOR $D AJBfrTlE' ft'R EI{GSIEEtrS AFPROVALtlp ltl{cnfil Aur sT l{oAnD }oq(s $^l! 8E AS C|!EN BEr.o*
90'1E0'
Bending diometer :- SIRRUPS AND COLUMN TIE BARS: D - rtd
F O R d < O R - 1 6 m m .- OTHER BARS HAVING D < 0R = 32mm :
G R A D E S O : D - 8 r d
135'
PROTECTION WORKS:anAil sDEi sHAu 8E PROIECIED [Ifl CLASS-B Rtpt^p,15m DOril $REAI ll iom UPSIREAa 0F STdDGE ^s SIIOY|{ O{ DRAWNO
TENDER DOCUMENTS, DRA',VINGS & CONSTRUCTTON DRAWTNGS:IZl IEO€R ORAiII{CS |SSJED frTH 1BOE DOq'rE{rS AiE 'IO APPRAISE IHE BDO€RS tr'rHE GB{ER^L
NAIIJRE E FAR O€A G IHE S(NK TO PREPANE g)q & IENDER DOCIUEI{TSEHdNEEN S{A|I ISEJEI}E I'ETAIID COISIRI,CII(X DRANreS A S'Cfl REI.O S(ErcHES FROrl I||rE TO Itr'E AS NECESSARYFfi DE EASE G CO{SIR'CNOI
122 ll{E CoNIRACIm SHAI! Cn€Cl( All- @t{slRucT(t{ DRAnNcs atD @trRAcT DocjtEillri clRERuy^s SO(}I AS PRASNCAB.E AFIER RECEPT l}€RE OF. AND SIIAL PRc|{PILY ADTNCE IHE D{CINEERSnEP f Al{y ERRORS OR OatSSOt{s 1HERE tX pfffi to sr RT oF ll{y @ttstRuclt0{ ActlttflEs,
ADMIXTURE C-1OOON OfiIEN TO SEAT lHE CO{CNEiE AGAINST flAlER PENEIRAIICI{ FfiOII ATIY DfrECIIOII At{D EUYI}IAIE ORO(HSIERASLY DELAY @RRGION Or NENTONCANqT AND OEIERORAIIo|{ (F CONCRETE DUE TO ASR ErcITADIIG TO GREAIER TX'RABUTY AND LONGTR SIRJCruRE UFE, FOR CONCNEIE IN Co|{TACT NIH SONL AI{DFfi P[rs Axo @tulfis urHtN t.Em 0f cRotND gJRF cE ArD DEq( suB x\po( ADuxruRE c-r(xn oREq'IVA'ETT SIIATI- BE ADDED TO 'IHE
GONCf,EtE SIRTCILY FOI..LOTNC ITANUFACruRER'S INSIRIJCIIONS
Ao
0Oe.nc ,rT.qc/cDIAo@. Jr.gtF 1 F
F.FG.lcuTs
oLFmnmN.FN.sit-P.G"r-sna.IrH.nP.s
?
4.
TABLE NO.1(l) sPUcE rENcrH tN rEN$Otl
(o) rF sARs
(c PiEstREisbF craes)NIENi{AL UATIEIERNilER FACEYETBra[lt€lBNEAn F CeNAruRAL 9.nFACE ttVELPROFII.E GflAD€ TATE-S'lffifflECll :'rITrHrc|(Tt?rctlSrcT A{CTE DI OfGREEi
@ilcnEE oLASS 28 D llsCYUNoER $nEl{CtH Ke^+cm
2,ls (3soo pd)
2Eo (,1{t0O pd)
l(F (1,500 prl)55o (5.000 prl)
7.3
7.5
4.t
?.G
7.9 lHE FOU-OING CIAI- BE ASqr||ED 0{ l}€ CAIUL lt0t SIHEoREIICAL Eu)llc lElL Ac
- tOUJLlrS f ELASIEW. E - 20:t0,t67 Kgl!+cm (2g.qn hd)- ceFEqSlT 0F FREIIO{ - o.?5 / t&|- rcB8LE CGFFICEIIT - O.fltittt,/mctc,- DRAFIII (F IEIGfS F(n.
0 '5 ' ( rZ7m)STRAND - 6mm.
7.'O UI{IESS NOTED ODERTISE IH€ CYUNDER $RANgtH Of CCilCNflE INPOSI ''ENgOI{ED
Gffi)ER AT ]RANSFER S}I^II E }IO' I.ESS 'HrXJso Kslss6. (5'0m eal
7.1.| @ilPtEIE PnESnESbtG IEI{,ONS 0R Cle.ES S}tAll CoMtsT sH|GH 'tE}{3tE
CA8|.g; AS Sp€CtfED tN DR nNcS, t{.0ft6rfrt1H coREHE.Jq TgfAL SIEAIHg @UruNGS AT ADEQIJAIE I}IIERVAI-S'PRf, SIRESSNG ^}IO{fiAGEg BIIIXNC TAPE I'SIAL SPACENSAND OlltER ACCESSmES
1 1 .
12.
L 1
/ t5(m) aTBEDUB{T L${GlH tN tEilsor{
4.6
1,7
1 1
fX SPUCT LINGIH mn
ft t+ F F tt ,8 p fio ,rlAO no 9/t5 fl60 lilt0 N& 2:155 26,tt 4940 Jlro260 610 gm toito 1Z,!, t760 2(m zr95 1550 2EO!4to 4il5 56tt 7(xt 61{t ra5 seo 56!t rTltt t9n0
(b) onER 8 RS
)<*Xolorh.
SFUCE LEilg|}l m
F a+ F F It ,E ,e tto ,fizlo !60 79 905 loas t500 18t5 {xt! uz6az/ttoN 175 sito 790 o,ts IJ.ust570 170! r960 2t60350 325 ,|:t5 5.lO 650 9l'5 t(rr! 1205 tJ00 r505
(D SPUCE I.TNGTH IN COIIPREFIAN
SPtfG f.lt{clH (nn) t11 66SFRESSC{ (FrlXtA(€/q\
Ba SL. F ,+ F st st ,6 ,e tt0 ,r1solEL-r# 3S 360 ,tEO 57! 670 785 66{ 955 roSdt
TENDER DRANNGNOt ll, BA USID rOB COI$AUcrrOlf
GOVERNMENT OF PAKISTANUINISTRY OF COMMUNICANONSNATIONAL }IIG}ITfAY AUTHORITY
TIONAI ENGINEERING SEBVICESArosTAN (PW.) LrD.
RATODERO - RA.IANPLIR ROADSECTION-1
(RATODERO TO SHTIGRPTTR)
l| tvsuB
CONTARCTION JOINT DETAILso|lE H0
HNG WAJ-
(TYP.) P|-AN FOR CULVERTO DEG SKEW
(TYP.) PLAN FOR CULVERTWITH SKEW
DEIAIL OF WATERSTOP
DETAIL 'A 'S0ltl 1:10
SECTION A_A
NOTES: -1-AI-L DIMENSIONS ARE IN MILUMETERS UNI FSS OTHERTYISE NOTED.
2-ru CONCREIE SMLL BE REINFORCED CONCREIE.HOWA/ER CONCRE'IE STRENGIH SHATI BESTRENGTH sMu_ BE As pER DRAtvtNG No J90s/102/TD/cN-oo1.
5-RENFORCEMB.{T FOR RENFORCED CONCREIE SHALL BE DEFORMED ROUND BARS OFGRADE 60 CONFORMING TO AASHTO M-sl(ASTM A615) MrH MINIMUM VELD STRENGTII OF4200 KglSq.cm (60.000 Psi).
4-AlL FAcEs oF coNcRErE tN coNr cT MIH solL sH,qLL BE DAMP PRO0FED IYIIH 2 LAr€RsOF STTUMINOUS ITAIERIAL
s-WING IVAIJS SMI,J- BE AT 45 DEG FOR SKEW O, HOIYEVER AT SKEIV, IT SMLL BERMUZED AS PER SITE REQUIREMENT.
6-FOR FURTHER DErAL REFER TO DRAW|NG NO 3e05/102n0lcN-001.
c(xtR^clln oflt rnH t tEnSr o t!(m 0\".)EF. ,ofi tnH mtER stop c lo.@ (t1",)
T8N}ER PRAwINGt{&T ?o sF ilgm Fc8 corlFttsu{:?lsfi
#SVgRffib{EST SF PATfi$TA}*' "ffiTiffx Hi#ffi?TffiH,ffi i$IlIffixfft f##I-:ff - RAT*}AR* * &AJAI{FUR R*AF
$ECTISFI*1{sA?0*ERs rs st{iKAEpuR}
n?i:r'r s*x cijtrr€ftT
':jir'ii::
EXHSRAL -{&RA$*SMSNT,-"rj:.-*_"_- ,.n
-*1:;-*-
October, 2017 JgqS,/ j
RC€C CEU DIMENSIONS REilFORC€IIENTSLAA IYAI.I SIZE. SPACIIIO & ITNGIH OF REINFORCEUEM
90T. TOP Efi. Et{T. 8,ARS :0l SARS'02' SARS'03' 8 RS :0.4' B RS '0s' aqRs '06' aARS 12'
2otr 2fl,O 350 300 t5 150 t8 t50 16 150 ,1 150 ,1 200 ts 200 ts 150
300(2il)O 450 ,t50 350 f5 150 ,B t50 t6 150 T4 r50 ,1 200 15 200 ts t50
JO00 ,+50 450 a6 150 tE t50 ,6'| 50 t+ t50 l+ 200 ts 200 t5 t50
+00( 4{x)O 500 soo ,t00 ,6 t8 t50 t8 't50 t5 t50 * 200 #s 2@ ts t50
TABLE '2' FILL COVER O.60 TO 1.5OM TENDER DRAVINGTOT To B USED FOB COTT}BUCIION
TABLE '1. RLL COVER O.3O TO O.6OM
ONE CEtt BOX CUTVERTSTABLE '2'
NLL COVER O.60 TO 1.5OM
TABLE .3,
FILL COVER 1.5O TO s.OM
. . ' : . . i , ; : . : . , ,
r, ,..i:.:: l-.i{;rj::;::.,'i,:ii 'ti.'\
'r.', t ', i jr.'- 'j' ; i 1,'.:',!.. . , . ; r ,
, l _ : l , j' ' ' ', .,. ,,,, 1i,
ti j,'''. . r . . : , 1 . , j - - . .
TWO CELL BOX CUL\MRTS1' flLL covER o.5o To o.6om TABLE .2"
RLL COVER O.6O TO 1,5OM
TABLE '5" RLL CoVER 1.5O TO 3.Om
THREE CEIJ, BOX CULVERTS NOTE:-i - WORK THiS DRAWING tN CON.TUNCTION WtT i - ] OTHiR RIL IVANT DRAWII IGS
RCR CELL pluElsloNs I RE|{Fp@MENT
SPA{ HE]G+ITsua WAI gZE SPTIM; & TTNSIH OF RENFORCEilEM
xn. TOP ofi EMT. B4RS ?r' 8tfts :02' aARS 'O3' R RS '0.+" B RS ?s' &{Rs '06' EIRS '12'
T1 r2 wt iPCG. ilzE IPCG. SPCG.
200( zroo J5{' J50 vxt f5 r50 t5 r50 t5 150 # t50 #1 200 t5 200 {1 r50
2ooo t6 t8 t6 150 #4 !50 # 200 I5 200 to 150
3000 3At J50 300 t6 t50 ts tfl) t6 1 5 0 {1 150 #1 200 'D 200 ,s tgt
+00( .to00 4tt0 ,+5O .oo t6 150 ,8'r50
t6 150 ts 150 {1 2AO t5 2@ ts 150
TABLE 3' FILL COVER 1.50 TO 3.OmRM M DUEMNS RENFORCEUENT
PAt\ HS6HISLAA w[ Strg SPACING & trN6IH OT RENFORCEIIENT
BOT. rcP E(t. ENT. B|RS '01' EARS '02' BARS "OJ. BARS '0,+' BARS'05' 8 RS '06' BAnS 12'w2 SPCG, $zE ffi. sPc6. ;PCG, stzt
2mo 2000 2N 250 250 x1 150 t5 t5{t t5 rgt l1 t50 t3 200 t3 ,1 r50
2000 t50 J50 JOO f5 t50 t5 150 t5 150 # r50 l1 200 11 200 l+ t50
nx)o J50 350 J00 t5 t50 ,5 150 ts t50 l1 ret ,. 200 * 26 tt 150
4(x]o {{m ,+5O 450 m f6 150 ,6 t50 t6 r50 t5 r50 $ 200 ,1 f4 150
RCBC CELT DIUEilSIONS RENFORCEIIENT
s P t HEGI.ITsria w^ll SIZE. SPACING i} I,II{GIH OF RENFORCA#NI
BOI. rcP Efi. E}It. stRs '01 B RS '02 BqRS '0J' BAR!; 'O,t BARS'05' BARS '06" B$S'0r 8 RS '08' BIRS'09' BARS't2' B RS '13'
w D itzE SPCG. ;ZE iPc6. stzE im- ;tzE SPCG. $z ffi
2001 2000 325 525 300 EO It 150 tr 150 ,6 150 ,s 150 ,1 200 to t6 t50 t€ 150 ,5 ts 150 (5 r50
J00{2000 425 124 375 250 tr 150 12 t50 to 150 t5 r50 l+ 200 t5 200 tE 150 16 150 15 t50 t5 150 *s 'l50
3000 125 ,+25 J75 H # tr 150 tE 150 ,5 t50 fi 200 #5 xto ,8 150 ,6 t50 fs 150 t5 't50 15 lgt
fixx 4{XXl 500 50o ,+50 2:ia ,B t50 ,8 150 18 t50 t5 't50 t5 200 t6 zx) tE t50 F l50 ts r5{l 18 ,8 r50
RC€C CEl! OtIEt{S}ot{S REINFORCET'E!{T$ E WAI szE sP clNG & t-B,t6lH oF RENFORCfUEXT
BOT. MP 6fi- iNr. SARS roi' BARS t2', BARS '03'E|RS
'il' BIRS t5' SARS '06', B RS '07 &tRs !08 BARS '09' B A R S ' i 2 ' B A R S ' t 5 '112 rtl v lE srcG. iPCG. ;m_ ;lzE ;tzE SPG- itzE SPC(
2D0iJ 350 J50 t00 250 ,5 t50 ts 150 ts 150 tt 150 ft 200 ts 2N ts 150 ,s t50 t5 t5{, ,1 t50 l1
tu$ 350 Jtto J00 250 ,5 t50 t6 t50 ]6 150 T4 150 ,5 200 a5 2W ft t50 ,6 150 t5 150 t5 !50 t5
3000 3$ 350 300 2tu t6 t50 t6 t50 t6 150 ,1 150 t3 2(n 15 2@ f6 150 ft r50 t5 t50 f5 t50 t5
a{ro 450 .+5{t ,lO0 8 t6 150 F 150 I6 150 ,5 t50 ,1 200 15 2@ ta 150 t8 150 t5 150 fs t50 ,5
RCEC CELL {,lIrBtStONS REIT,IFORCANE}TT
SPAN HEGHTsll8 HAI! slzg sPrcb6 & ttNGIH oF RfI{FORCETaEXT
gtr, rcP D(t ENT, 8 ns b1' 8 RS '02' MRS b3' $ns b4' B RS '05' E|RS !05' B|RS '07' B n s . 0 8 aAns '0€' B RS ''t2' B R s 1 gl:t trz VE tzE sPcc, w ffi itzE iPCG. TE
2000 2000 zfft 250 n 250 ,1't50 t5 't50 ts t50 t+ l5o ,3 200 t3 200 t5 t50 fs r50 F t50 ,1
'| 50 l+ 150
30002txx) 500 300 too 2n ,5 I 5{' ts J50 f5 t50 ,4 t50 ,5 2m ,1 2@ t6 150 ,6 150 ,1 t50 ,1 150 l1 t50
3{X}0 3)0 Jo(I 3(xl 2& ,5 150 t5 150 t5 150 ,1't50 13 200 t+ 2& ,B t5{t ]E 150 )1 ilto tt r50 F t50
.ro00 ,l{[ro ,+0o ,lO0 350 28 fs t50 ,5 15 t50 F t50 # a)0 tt 200 ,6 r50 ,6 t50 l1 150 ,1 150 # r50
RCIC CEII DIMEBbNS REITiFORCETENT
HEGHI$A WALL SEE SPAIING & I.TNdIN OF REINFONCETIEM
gtT. rcP D(I. ENT, B RS '01 BARS '02' EARS ',03' B|RS '04' 8Arc '05' B RS b6' a is '07' 8 RS '08' BARS '09' a Rs '10' MRS 't I BARS 't2' uns 't3'w o T1 lPcc. ilzE ;mc. lft sPce. ff sm_00( 200o 350 350 300 3o() ,6
't50 t8 150 ,6 r50 ts 150 ,1 m0 ts 2m t8 r50 te 150 ts '150 t6 't5{t to t50 ,s t50 ,5 r50
00( 3000 a{x) ,tO{) 300 18 150 tE 't 50 ta t50 ,5 150 ft 200 #6 200 t8 18 150 t5 150 tE t50 t8 t5 'r50,6 150
00( 4000 500 500 450 300 f8 150 #6 150 t8 150 t5 150 t5 mo t6 Ntt t8 t50 ilE t50 l6 150 t0 ,50 J8 t50 a6 ,6 r50
RC& CEIL ttfiEr{Slor{S REINFORCEYENT
HEIGI{Tsua wal_ SIZE SPTCN|G & trl{dIH OF RSIFORCEUBIT
MT, IOP o(I. EI{I. BARS tT. BARS 12' gtRs '03' AARS '0,+' B Rs '05' B ns '08' Mns '07' qARS '08' aARS '09' B RS '10' B A n s ' 1 1 ' EARS '12' BARS '13'
tv D TI D tPcc- tzE smG_ TZE tzE ;PCG. iuE lsPm. NE FCC.
2mo 550 350 J00 250 t5 150 ,5 150 t5 ,1 150 l1 200 ,s 2@ td 150 ts 150 ,5 t50 t5 t5o ts ,4't50 x1 150
t{x)o 350 nio 250 18 I 5t) 16 150 t6 150 tt 150 # 2oo fs 2oo ,6 ,6 150 t5 150 t6 1 5 0 t6 't50,5 150 ls 150
oo( ,t{po ,+50 {{t{, 4n 250 #8 1& |8 150 t6 r50 ts r50 l+ 204 16 200 ,8 t50 t6 t50 ,5 ,8 {E',50 t5 ls t50
RCBC CEII DUENSONS
HEGI{T sua WAL XIGTH OF f,€NFORCET'E!{I
BOT TOP m ENT. BARS'o1 EIRS 'O2' BARS'03' s ns '04' srs'06' Brfis '06' BARS'O7' BARS'Oa' BARS'O9' BARS't0' aaRs 't1'MRS
-12 'B RS '13'
w D li t2 w1 n 4G, SPCG, SPCG. iPCG- srcG. tszE ;PCG. ISIZE m- SPCG. itzE sPcc, ilzE s*G,t00( 2000 250 2* # t50 t5 t50 ts t50 *1 150 t3 200 'J 200 ls 15{' #s 150 t4 t50 ts r50 t5 150 #1 150 ;1 150
i00( 30oo J00 300 300 2fi ts 150 #s 150 t5 150 {1 t50 ,s 2@ 'J 200 #5 150 ts 150 l1 ts 150 ts 150 # 150 ,1 150
o(x ,lOO0 ,lOO .too J50 250 f6 150 t6 150 il6 r50 f1 150 x1 2fi ,1 200 t6 150 x6 r50 # t50 t5 150 ts 150 # t50 ,4 150
r--.r GoVERNIIENT 0F PAKISTAI{
l# | MrNrsrRy oF coMMUNicAfioNSl,'trft'l NATIoNAT HrcHnAy AUTHoRITy
IIINATIONAL ENGINEERING SERVICEStlfPArssrAN (PW.) LrD.
04 tR ${ al RAA SIIARO
RATODERO - RA.IAI{PUR ROADsEcnoN-1
(RATODERO TO SHTKARPTTR)
.ITITT
DESIGN PARAMETERS II'ITHREINFORCEMENT DETAILS FOR BOX CULVERT
SCALE(xt ;UdIITIED BT fn -dLt2 IECOIIITEND€D E
o1 )HD./\IER. fi ,/s MIEOc tobe r , 2017
DRAWING I{O.
3905/' lo2/rD/ p.a-n,t
RFr'.RAr. oA]E DESCSPIICF{ IPPROVED IPPROVED B/ \
DEITAIL .A.
ELEVATION TrING ITALL 8E DEUIL75 LEAN CBN(
GRANULAR
WING WALL_FOOTING PI,AN
TENDEB DRAWINGIOI TO E I'EIED FOB COMIBUCTTOI{
A COATS HOT IITUI'IEN
DETAIL-.A'
, 3 0 0 ,
A COATS HgT SITUMEN
fl,tii#iiiiiiiii.li,iri;l s o o I n r - l r a l r l
SECTION A_AIOR H:4000- 8000rnm
|fl,l HlIl/h.JlUrlf---T--T=f b - t s -
ffiSECTION A
ffih:.,.L.ii^l:t:1,:i SECTION B-B
H=l000-4000mm Max) RANFONCANENrsilorfi{
DETAIL ,8,curofF wA[t
REnfoicEraor
SECTION B-BWING WALL-F'OOTING PI,AN
NOTESI . FBR 6INERAL NETES REFER IRAVING NO. GN-001,
A. DIMENSIONS VITH ,f , MUST BE CONFIRI ' IED AT SITE.3. THE LENGTH VING VALL VILL gE ?H.4. THE DEPTH OF GRANULAR FILL SHALL BE IECIDEN AS PER SITE REAUIREMENT
HOVEVER 450nn (Mqx) SHALL BE PROVIDED IN CASE F0UNDATIENDB NOI ACHIEVE 952 MDD CBMPACTIBN,
5, FER DIMENSIDNS AND BAR SIZE REFER TO DRAVING ND 3905,/1OAITD,/3C-004,
IN CENJUNCTIDN VITH SECTIBN A-A & E_B <STEEL REINFBRCEMENT).
| 500
J
Max)
-A
(!'()r
r:r--r GoVERNMENT 0F PAKISTAN
lH I MrNrsrRy oF coMMUNrcAnoNS\n'W,'INATIoNAL HIGlrwAy AUTHoRny
TIINATIONAL ENGINEERING SERVICEStllPArqsrAN (Pw.) Lm.
01 )R tl{ Bl RAA S}qFP
RATODEBO - RA.IANPUR ROADSECTION-1
(RATODERo TO SHIKARPTJR)
TrrLE BOX CULVERTlrING WALL
REINFORCEMENT DETAILS
SCATE05 ;USITIED EY rh , c '02 IECOIIIIENDED 8
0'l )Ho.^/ER B/ N7 xz. OAIEOc tobe r , 2017
DRITING I('.
39O5/1O2ftD/ pc-o+
RBr',
REY. 0 r E D€SCSflXt0{ APFROVED IPPROI'ED BI ^\-,
TENDER DRATINGNOT TO E U8ED FOE COI{T}1BI'CIIOT
I c.u or cuLlERT
7i\;==>=t-=====\=_:_::=_:===
i -\\\\\\=
PLAN
b'91omm (Mln)SECTION B-B
'o' gtomm (llln)
DETAIL Y
ELEVATION
t D(ACT DCIENDED LENGTH OF IHE SIRUSTRES TYILL BE DECIDED BY lHE ENGINEER AS PER SIIE CINDMONS AI.ID GEOIIETff OF IHE ROAD.r WNG WALLS AI{GLE AI{D LENgIHS ARE WIIL BE NUUSTED AS PER SflE CONDMON.
NOTES:-. THE CULIERTS I.IAS BEEN DESIGNED FOR A
BFIR|NG CAPACmT OF 1.@ TON,/SOFT,r RENFORCED CONCREIE PIPE SHALL BE IIANUFACTURED
& IESTED tN ACCORDANCE WilH AASHTO DESIGI.IAI'ION M-170.. ALL DIMENSIOI{S ARE IN MIIIJUETERS UNLESS NOTED OTHER1VISEI lN C,{SE HEGtfI OF RLL AEOVE CULVERT lS LESS I}IAN 500mm
FOLLOW DETAL Y.
=lO Idl
I
TYPICAL R.C.C PIPE CULVERTCENEML ARRANGEMENT CONCRETE
OUTUNERATODERO - M,trANPIJR ROAD
SECTION-1(RATODERO TO SHIIGRPITR)
ENGINEERING SERYICES'AKrsrAN (Pw.) LTD.
GOVERNIdENT OF PAKISTANS urursrRY oF coMMUNIcAnoNS,#h., NAnoNAL HIGHwAY AIm{oRffY
TENDER DRATINGNot lo E us@ FoB oo$muc.llol|
;-t
oo
c!t
.,r.:,', a111-1.,ri,t;t,t.^,, . :,1./'
-"...:;:,'1
!i',.t{ ,i,i;l' , I j:,'.il
! : - r i t, " t \ i l
. ,', 1.. .{.:.i,1' ,,;;;.!,,.,Y,
1_lPHN BASE SLAB SECIION B-B
NOTES:-. IHE CULIERITS }IAS BER'I DESiIOT'IE' FOR A
BEAR[,tc cApAcfi 0F r.00 tol{/s0Fr.I RBNFORCE) COiEREIE PIPE CI,ASS II S}IAI.T BE I{ANUFACruRED
& IESIED rN ACCoro)AilCE WflH A4$fI0 0ES|GMIoN U-r70.I ATI DIIIENSK)IG ARE O{ TIITUT4EIERS UNI.ESS NOIED O1HERTISE
GOVERNMENT OF PAKISTAN
I mlrsrRY oF coMMUNrcAnoNS"frh..' NAfIoNAt HIGrrwAy AUTHoRrry
IIINAfloNAL ENGTMERTNG SERVTCES
JlfpmsrAN (Pw.) LrD.
04 N^f,l{ FY RAA S}NFIO
RATODERO - RAIAI,IPUR ROADsEc110N-1
(RATODERO TO SHTTQRPTTR)
I]LE R.C.C WING WALLREINFORCEMENT DEIAIL
(srNGLE CELL)
SCAI.E(r:t ;TBIITTED BY rn . .hd02 EC TUENDED B
0 l 'O./l,ER Er N,/ \: DAIEOctober, 2017
DR^UINO I{O.
s90s/102fiD/ pcoozr{Lv.
REV. I}AIE DESCRPIK'T{ APPf;OIED IPfRO/ED BY -^)G-
TENDER DRATINGt{of m BE usE, Fo8 coNElEucEoN
LIST OF BRIDGESTRUCTURES
BRIDGE AT (CH. 3+860, 34+770)GENERAL ARRANGEMENT 'eo'no2/TDl P1cl01
BRTDGE AT (CH. 26+580)GENERAL ARRANGEMENT 3eos/1o2/TD/ P1cio2
GIRDES (30m)
GENERAL ARRANGEMENT seos /102/TDl P1 c1 03,1 04
GO\ERNMENT OF PAIfiSTAN^.1, r ^
"y MINISTRY oF coMMUNIcATIoNS,#h ' NATIoNAI HIGHIAY AUTHoRTTY
:IINANONAL ENGINEERING SERVICES
tllPArasrAN (Pw.) LrD.
04 ) R n { F t RAA S}|^RQ
RATODERO - RA,IANPUR ROADSECTION-1
(RATODERO TO SHU(ARPUR)
'IILE usr oF
BRIDGES DRAWINGS
SCTLE
03 SI,BIITIED FY rn. l-l02 REOOIYENDED B \-01 F|D.^/ER. Bl */ t' DATE
October, 2O17
DflAY'ING IIO.
seos/rc2nD/ sl-o1REV.
REV. DAIE o€scwftf,l IPPRO'ED IPPROVED BI__R
cH. 3+860,/34770
TENDER DRAWINGxoT To Et ltttE) ttoB col{tttBuctroN
FOR LE,\GHT OF SLCPEPROTEfiON REFERRELF/ANI DWG.
ffiElr arnnrn,IOO G.I DRAIN PIPE(nP.)
uiltMrED EllSTo|IEiICBEARTNC PAD CrrP.)
coircREtEcrt".)
OFGIRDERS
t or enpoE sflE^R Kttcn".)DUHTRTGy OP.)
I rre+ |-(ffi:) -
SECTION B_B
APPmtCfi St 83S rldcx fiYP.)
2rd. SIAGEEIEANKIIENt(rP.)
f, r! cfYP.)
llt ST G€ETSAilOTEI{I(m.)
SECTION C_CSC LE t:75
NOTES:1. FT'R CENERAL I{OIES REFER OfO. M). GN-OO1
2. SORK lHF DRAf,ING IN @N.'UI{CIION WIIHOIIIER REI.EVAIT DR^TII{6.
J, FOR LEI{CIH OF Pll-E S}lOlfN ARE IENITi/E & W|Ll- BERNAIJZED AFIER DEWL GEC'IECHNEAL IIiIVBIIGAIION& PIIE LOAD ]EST.
4. SZE OF BRIDGE WATERUAY, HFI. PROIECNOil WOR(1RAINING WORK, SC(X,R PROIECNON, PROFILE E'TC. WILL BERMUZED AFTER HYDRAIJUCS/HIDROLOGY SruOE1
1 \ i
co Ts 0f
(oR EruMA-Sfr Io lH. OFASP}TALIC BISE Cd,RSE)
GOVERNMENT OF PAKISTANLh l i r'w MINISTRY 0F COMMUNICAfl0NS.&1&...'.i';*I,, NATIONAT HIGHWAY AUTHORTTY
IITNAnONAL ENGTNEERTNG SERVTCESIlfPArasraN (Pw.) Lm.
o+ )RAWN Bi RAN SHAFIO
RATODERO - RA.IAI.IPUR ROADSECTION-1
(RATODERO TO SHTToRPUR)
TITLE GENERAL ARRANGEMENTPLAN, ELEVA1ION AND SECTIONS
BRTDGE AT CH 3+860, 3+r77O (1x30)
SCALE03 ;UBIITTIED BI YY\ i-02 IECOMI'ENDED S
0'l :HD.A'ER B' V t't DATEOc tobe r , 2017
DRAWING t{O.
seos/1o2/1D/D1erctREV.
RElr'. DAIE DE|CRPINN APPRO/ED \PPRCIVED B/ < \
FOR LENGHT OF SLOPEPROTECTION REFERREI..R/ANT DWG.
I mlpER DRATTNcI NoT to 8E I'SE) rOB CONSIEUCt1oNI
COilCREIE BARftERCri".).IOO O.I DRAIN PIPEtnP.)
t ilMlED Et STOIiE UCBEARI€ P D 0]?.)
Cx)ilCREIE(m.)
OF BRIDGE
(r/P.)
FII
.t+.+-F{LES 41000n)n l-OilC Cn".) . . , r . : ' : ' i . " ':;"i /
' l '-:1 I, i ] i! ' : ,. j 1 . . ' \
- i . : 1 ! ' \ -
..1. rt-j-
,,tii;j j:,',1,,'t:l
I sroa I-TirP-f
SECTIONB-B
\\,\tI
! :
" r 4 . . - . . . i , t
:,:' .-:'::,
@AIS OFHOr grurol
APPFOCHJOO ]HE|(
20o (oR e[t\rA.Et|I TO lH. 0FASnr L'nc BASE oouRsE)
APPROACH S.A8t(xr rHc{ (frP.)
2d, srAGEEIIBAIIICENIcfr".)
frar (m.)
AqrilBfi Aa-z
rd. snG€a€ANOrElfi(m.)
ONq'TED RPRAP2lo rHK cfr".)4+/t-PlLE ,t(m
lom Lolr (m)
SECT1ON A-ASC LE t:lso
P[Ll20001".)
SECTION D-DSCAM;75
SECTION C_CSCATE l:75
NOTES:I. FOR GENERAL I{oTES REFER OIVG. NO, CI{-.oOl
2, UORK 'IHB DnAffiNC tN COf{'Ul{Ctba{ WIH
oIHm RAA/ NT oRrffitcs.
3, FOR LENSIH 0F PllE g{tm{ ARE 1E{II,/E & f,'ltl BEFIMUZED AFIER DETAL GEOTrcHNCAL II{VTSI}CAIIOil& Pil.E |_OAD IBr,
.T. SIZE OF ERIDGE trAIER{AY, HFL Pf,OIECIION WORI(IRAINING IIORK, SCOUR PNO'ECIIOT{. PROFIIE ETC. }'LL 8€R'IAIIZED AFIER HmR rrUcs/HtDROtroO/ SruDEs.
GOVERNMENT OF PAKISTAN
W MrNrsrRY oF coMMUNIcATToNS,#'w"" NArToNAL HrcutfAy AUTHoRITy
IIINATIONAL ENGIMERING SERVICEStllPArasrAN (Pw.) LrD.
Oi+ ,RAWi{ 81 RAA STTARQ
RATODERO - RA,IAI.IPUR ROADSECTION_1
(RAToDERo ro SHIIGRPI R)
IIE GENERAL ARRANGEMENTPLAN, ELEVATION AND SECTTONS
BRIDGE AT cH 26+5E0 (Jx3o)
SCALE03 |UA'IIED FY rDL02 iECOyyO{DED B
ol ;HD./VER Ef d /e DAIEOctober, 2017
DQAWtftC ilO.
3905/rc2nD/P1c102
REV.
RFr'. DATE D€SCRPTIOII APPROVED \PPROT'ED B/ \ )d.
TENDER DRATINGror m BE USED FoB COIIITBUCIIOT|
rol1z7mm rErm|rs (nP.)
+Y-
REFERENCE CO_ORDINATES
Fon $tEl P|.^lE t C T(nRCFER DK. IO.P,IGIItrI. ELEVATION (TENDON PROFILE) 30m GIRDER
f9 890r"J
TI , fl
TYPICAL DTTAIL(AilOrR cE RECEls)
NOTES:r. Fm C€r€R[ lStES iEFER DiAll6 flo 6f$l2. RE|D tlts Dtufilo N cof{tfEltN ilc.
ANCHORAGERECESS DFTALS
END VIEW OF GIRDERSCAII 1:16
SECTION AT MIDSPANSCI.E t:t5
SECTION AT DIAPHRAGMSCA|.6 t:.ts
BURSTING REINF. DFTAILSC E lrlS
TABLE_1 TABLE-2
L rf Fou.ou|l€ vluEi H vE BEEX lssuTg) ht lHE cllcutlltoa{ oFIHEoREnCTL AroilCrirOyE<lEtt$t (Ao) Of 1EllmiE!taoo(tlfr; F EJ|SIICIIY. E-19S,(m gPa (2E0OO) ldCFfICEr{I 0F qRv lrnE Hilctxlx-O.2s PER MU I{TUd.E FFCtil @EFRCIEI{I-O.OJ! PER r|EtERr|rY DEVI rxt{ FRo, IHE AFI/E V U,ES SH tt E RSof,rD TOI}E EI{CNEN.
/t SIRSSilC SllAl E S|ToPPED lS SOOi{ tS Ol{E or l}E FotLdll$coiumils 6 FttSluED:
-sln€ss RE clcs 0.75 ln€s GT,|RTNIEED r,,LTllarE ta6lt€stfioErH (c[ns)
-ACrurL EOrcNil/EnElEiOfi REACTGS 1.10 Ao.-lF Al 0.75 GI,IS lgnnL ElilcrfiX]l |s SnlL EEITOW O.95 Ao
snErilc slr I E pRocEEDED upK, tatrxutaa oF 0.q, cuts'-N l|€ a/E{r oF t€fi-@i5oRL^lrc€ oF AevE It€ lEloot{ $t tt
8E REP|ICS).5. lEOOll ECEIEI)iI ct\/EN il T E'E E FOR IHE ,,l Cmr|G END,6. S|RESSIG OF CiOERS g{XnD 8E lro|€ FROtf gmt Eillts,
J CXn$ FoRCE r lil Tm
SQALE 1:25UNLESS OTHERWISE NOTED
l------9a----l
fiflrr.;-
I
t-
DATA FOR CiDER ENENSOIAT E CH Ano
(mm)
sEc[Etcf(t
$RESSIGNO. t @ r1(L 11!L |17fl 0.2d. r25t I30t r35L L,lO. Oits| 0.5d.
JXt 28,tt E7 2$1 2t7 2E tgo lta 116 t3e t m tslt t.t6 111 tJc lJ:l 1A 127t@ Ao o o o o o 0 o o o o 0 o o o o o o o o
2 6it5 8A 5r1 522 477 +atrt J2,3 al 243 rts a3 192 175 t50 117 lSl tJttm co o o o 0 o o 0 o o -25 -I5 -60 -80 -90 -tc, -rzo -tJ0 -l,l(
5to50 000 g7+ 7S:t n7 64at 5ta i|sa ,lO5 35A 312 27:t 2,tt8 ana ta5 L 2 l.l€ tl4
0e Eo 0 o 0 o o o o o JO a, 70 t{, tm l& tJa, lal) '150
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