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TENDER DRAWINGS I (Volume- Rv) I I I SEPTEMBER2016 I I I T

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TENDER DRAWINGS I (Volume- Rv) I I I SEPTEMBER2016 I I I T I c'l6le \q-eq - 1o16 Sca4 I vC+24--g I I RSuvrt&wAr NATIONALHIGHWAY AUTHORITY I MINISTRY OF COMMUNICATIONS I GOVERNMENTOF PAKISTAN I I CONSTRUCTION OF LAHORE EASTERN BYPASS PROJECT t PACKAGE-II t FROM KALA KHATATROAD TO LAHORE-STALKOTMOTORWAY (LSM) I INCLUDING KALA KHATAI INTERCHANGE I I I TENDER DRAWINGS I (voLUME- rV) I I I SEPTEMBER2016 I I I t I I.AHOREEASTERN BYPASS PROJECT I PACKAGE- II FROM KALAKHATAI ROAD TO TAHORE-SIALKOTMOTORWAY (LSM) INCTUDING KATA KHATAIINTERCHANGE I LISTOF DRAWINGS (1oF2) Description DrawingNo. Srf Description DrawingNo. I 0 list of Drawings Ntl A/ TD / GE N / 1l\OOLa, b MiscellaneousDetails I GeneralDrawings MedianBarrier Detail NHAnD/GEN/1A060,06r I GeneGlNotes NHA//TDlG E N/1AOO2 GuardRail NHA/rDlGEN/1A062a'62b NHA/ITDlG E N/1AOO3 Reflectors/Studs & Delinaeators NHA/TTDIG EN/1A063 I NHAfiDlG EN/1AOO4 NHA/TDIG E N/1A064 SymbolsAnd Abbrevations NHA/I D/GE N/1AOO5 StrainedWirc Fence& DuctDerail NHMD/GEN/1A065 ListOfTraverse Points & BenchMark NHA/TDlGEN/1A006 HeadLight Glarc Screen NHA/TD/GEN/r4066a-66b I 2 TypicalCrossSections Detailsof serviceDucts NHMD/GEN/14067 MainCaniageway (except River Khader) NHA/TTD/G EN/1AOO7A curband Side walk Details NHMDlG EN/1A068 I Kalakhatai Interchange NHA/TD/GEN/1AOO7D PavementMarkang NHMrD/GEN/1A069a-69c LSMInterchange NHA/TDlGEN/IAOO7E 7 Interchanges TypicalSuperelevation Details KalaKhatai (KK) Interchange NHA/TDlINT/o2 I SuperelevationData NHA/TDIGEN/1AOO9&B Lahore'Sialkot Moto&ay (LSM)Interchange NHA//ID/INT/03 TrafficSignage 8 Plan& Protile I TrafficSigns NHA,/TDIGEN/1A020a-20e MainLink: KK Road - LSM NHA/P.P/LRR.LSM.ML/16-22 LetteringDetails For Directional Signs NH AAD/GE N/1A021 SL-3:KSK TO KKRarnp NHA/P-PIKSK-KK-RAMP/01-06 TypicalPlacment Of RordSigns NHA/TDlGEN/1A022 SL-5:KK - KSKRamp NHAlPP/KK.KSK-RAMP/01-03 I TypicalPlacrnent Of RoadSigns NHA/TD/GEN/1A022b RoadSign Fixation Details NHAAD/GEN/1AO23a'23c I GeneralAnangement of OverheadSigns NHA/rD/GEN/1A024a-24s SignagePlan Key NHA/TDlGEN/1A025 SignagePIan (5-9 & 12) NHMD/GEN/1AO25E-I,1AO25L I Drainage& ErosionProtection MedianDrainage Along Concrete Barier NHA/TD/CEN/1AO1O t concretechutes Nfra/rTDlGEN/1A011,012 TvoicalEmbankment & CulvertProtection Details 014 I NHA/'TDlGEN/1A013, I .1:.n":d Nh lA GovERNi,rENTOF PAKTSTAN n- 6 LANEHIGHWAY fROM KATASHA}I IGKU LIST OF DRAWINGS ,Ui- FFI MINISTRYOF COMMUNICATIONS IO LAHORERIXG ROAD ,I NATIONALHIGHWAY AUTHORITY (LAHOREEASTERI{ BYPASS) I ..ra- NHA]ID/GEN/lAOOIa t I I LAHOREEASTERN BYPASS PRO.IECT PACKAGE- II l FROM KALAKHATAI ROADTO LAHORE-SIALKOT MOTORWAY (LSM) INCLUDING KAI.AKHATAI INTERCHANGE IISTOF DRAWINGS I 12oF2l Sr# Description DrawingNo, Srf Description DrawlngNo. ScheduleOfStru.tur€s 1t RCCRetaining Walls I ScheduleOf Structu.es NHMO/STR/1A001,0O2 RetaininsWall ConcreteOutline & Reinforcernent NHA/TD/srR/1E001 10 BrldgesNo.4-5 & 9-12 12 Underpasses I GeneralNotes NHA/TD/STR/1BOO1 UndemassGeneral Arrangement and Reinforcement NHMrD/STR/1Fo01003 KeyP{ans: Bridges 3 - 5 NHA/TD/STR/lDOOOA 12 CattleCreeps KeyPlans: Bridges 8 - 13 NHA/TDISTR/lDOOOB CattleCreep Genera I Arra ngement and Reinforcement NHA/ID/STR/1G001-003 I GeneralArrangementPlan& Elevation):Bridges 3,4,5 & 8 NHA/TDISTR/1DOO1A Culvert5 GeneralArrangementPlan& Elevation)rBridges 9, 10 & 11 NHA/TD/STR/1DOO1B CulvertsG e nera I Arfangernents and Reinforcement NHA/rTDISTR/CUr/001-010 I GeneralArrangementPlan& Etevaiion):Bndges 12 & 13 NHA/rDISTR/1D001C GeneralArrangementCrossS€ctions): Bridges 3, 4 5 & 8 NHA/ID/sIR/1DOO24 I GenemlAfrangementCrossSections): Bridges 9, 10 & 11 NHMID/STR/1DOO2B GeneralAnangementcrossSections): Bridges 12 & 13 NHMD/STR/1DOO2C GirderOutline NHA/ITDI5TR/1DOO4 I GirderReinforce ment NHA/TD/STR/1DOO5 AbutmentOutline NHMrD/5IR/1DOO7 I AbutmentReinforcement NHA/TD/STR/1DOO8 PierOutline: Bridges 12 & 13 NHA/TDlTR/1DO10 PierReinforcement; Bridges 12 & 13 NHA/TD/STR/1D011 I DeckSlab NHA/TDlsIR/1D014 Test Pile:concrete & Reinforcement NHA/TD/STR/1DO20 I PrecastPanels for Deckslab NHA/TDlsTR/1D022 Expansionloint Details NHA/TD/STR/1D024 I I I I GOVERNT4ENTOF PAKISTAN A 5 LANE fiIG WAY FROM KALA SHAH XAKU LISTOF DRAWNGS lFlt MINISTRYOF COMMUNICATIONS TO LAHORE RING ROAD NATIONALHIGHWAY AUTHORIW '--rT-A (LAhON' EASIERNAYPASS) I NHA'ID/GEN/1AOO1b l CONSTRUCTIONOF LAHOREEASTERN BYPASS PROJECT PACKAGE.II GENERALDRAWINGS GENERALNOTES 1.GENERAL SPECIFICATIONS OFNATIONAL HIGHWAY AUTHORITY TO BE FOLLOWED 2,ALL DII\,4ENSIONS SHOWN ON PLAN & PROFlLEDRAWINGS ARE IN METERS. 3,ALL ANGULAR IVIEASUREIVENTS AREIN DEGREES, I\,4INUTES AND SECONDS (360" TO A CIRCLE), 4, EACHDRAWING SHALL BE REAO IN CONJUNCTION WITH OTHER DRAWINGS. ANDTOPOGRAPHY REPRESENT CONDITIONS ATTHE Tll\,'lE OF SURVEY i.e JUNE 2016. 5,CO-ORDINATES FOR SURVEY WERE REFERENCED TOTHE SURVEY OF PAKISTAN (SOP) BENCHIiIARKS LOCATED ALONG THE PROJECT. EXISTING LEVELS, DIMENSIONS 6, NOTESGIVEN ON DRAWINGS ADJACENT TO A SECTIONPERTAIN TO THE PARTICULAR DETAIL, 7, LOCALCHANGES IN HORIZONTAL/VERTICAL ALIGNMENT MAY BE DONE WITH PRIOR APPROVAL OF IHE ENGINEERAS PER SITE REQUIREIVENTS. 8,STRUCTURES SHOWN ON PLAN/PROFILE ARE SYMBOLIC, FOR DETAIL OF STRUCTURES AND PROTECTION WORKS SEE RELEVANT DRAWINGS BY NAMELY PROPOSED GUNDA BUND, PROPOSEDCTJNETTE , T.SPUR ALONG RIGHT FLOOD BUND,INVERTED HOCKEY SPUR ALONG RIGHT FLOOD BUND & BANKSOPENING OF 09 ABANDONED (ONE LEFT SIDE& 8 RIGHTSIDE)SHALL BE APPROVED BY IRRIGATION DEPT GOVT OF PUNJAB PRIOR TO EXECUTION AT SITE. 9. FORPAVEIVIENT MARKING AND ROAD SIGNS. CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS FOR APPROVAL OF THE ENGINEER. 10.LOCATION OF UNDERGROUND CAELES/UTILITIES SHOWN ON PLANS ARE APPROXII\,IATE. EXACT LOCATION SHALL BE DETERMINEDBY THE CONTRACTOR AT HISOWN COST. 11.ANY DAI/AGE DONE TO THE UTILITIES DURING EXCAVATION/EXECUTION OFWORK SHALL BE IMMEDIATELY REPAIRED TO THE SATISFACTION OFCONCERNED AGENCY BY THECONTRACTOR AT HISOWN COST. 12.THE ENGINEER IV1AY VARY THE CUT SLOPES, FOUNDATIONS AND OTHER FEATURES OF DESIGN AS DEEIVED NECESSARY TO CONFORM TO THE VARYING SITE CONDITIONS DURINGTHE EXECUTION OF WORKOR AS MAYBE D'SCOVERED FROM THE STAKE OUT SURVEY. ALL SUCH CHANGES SHALL BE GOVERNED BY THE RELEVANT CONTRACT CONDITIONS. 13.THE LENGTHS, SLOPES AND INVERT LEVELS OF CULVERTS, AS SHOWN IN SCHEDULE OF STRUCTURES ARE TENTATIVE. THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS AT EACHCULVERT LOCATION AND SHALL SUBI\4IT FOR APPROVAL TO THE ENGINEER PRIOR TO CONSTRUCTION. 14.THE CONTRACTOR SHALL BE RESPONSIBLE TO CATERFOR ALL TEMPORARY TRAFFIC DIVERSIONS BEFORE START OFCONSTRUCTION OF THE ROAD TO THE SATISFACTION OF ENGINEERINCLUDING DETOUR ROAD AND ITS IVAINT.ENANCE, SPRINKLING OF WATER, GRADING AND COMPACTION ASAND WHERE REQUIRED AT HIS OWN COST. 15.RETAINING/BREASTiPARAPET WALLS, GUARD RAILS, CONCRETE KERB STONES, FOOTPATHS, REFLECTIVE MIRRORS, PAVEI\4ENT STUDS AND OTHERANCILLARY ITEI/S SHALL BE PROVIDEDAS PER DRAWINGS OR AS DIRECTED BY THE ENGINEER. 16.ANY ADJUSTIVIENT iN LAYOUT / LEVELS OF BRIDGES THAT MAY BE REQUIRED AT SITE,SHALL BE MADE AS PER THEINSTRUCTIONS OF THE ENGINEER. 17,WATER COURSES LINED OR UNLINED, WITHIN THE R,O,W, LIMITS SHALL BE RELOCATED BY THE CONTMCTOR AS PER SITE REQUIREMENTS AND DIRECTIONS OFTHE ENGINEER. 18.EACH lTEl\,1 OF DISIVANTLED MATERIAL FROM THE EXISTING ROAD SHALL BE AND I,lEASURED SEPAMTELY lN CASEBASE MATERIAL FALLS OUT OF THE SPECIFICATION Lll\,1lTS, ITSHALL BE MIXED AND REUSED IN IHE PROJECT,OTHERWISE ITSHOULD BE HANDED OVERTO NHAAUTHORITIES BYTHE CONTMCTOR. 19,SUEGRADE MATERIAL SHALL HAVE A MINIMUI\,,ICBR OF 8% AT 95% M.D.D AASHTO T-180, 20,EI\,lBANKMENT MATERIAL SHALL HAVE A I\4INII\,1UMCBR OF 8% AT 95%M.D,D AASHTO T-180, ZONES BELOW SUBGRADE SHALL BE COMPACTED AS GIVENIN THE SPECIFICATIONS. 2'1,THE EXISTING ASPHALTIC SURFACE WILL BE SCARIFIED TO THE DEPTH AND WIDTH AS REQUIRED/APPROVED BYTHE ENGINEER AFTER SCARIFICATION, THE EXISTING PAVEI\,1ENTSTRUCTURE/IVIATERIAL SHALL BE PLOUGHED AND COI\,IPACTED UNDER ITEM .RE(REUSEOF EXISTING PAVEMENT MATERIAL AS SUBBASE) AND IN LINEWITH THEGENERAL SPECIFICATIONAND TO THE SATISFACTION OF THE ENGINEER 22,IF THE DIFFERENCE OF LEVELSBETWEEN THE PROPOSED P.G.L AND TOP OF EXISTING ROAD IS LESS THEN THE THICKNESS OF PAVEMENT (ASPHALT, AGGREGATE BASE & SUB.EASE),THEN THE EXISTING ROAD WLL BEEXCAVATED TO A IEVELSO THAT FULL THICKNESS OF PAVEMENTCAN BE LAID, EXPOSED SUB GRADE SHALL CONFORM TOTHE REQUIREMENTS OFSPECIFICATIONS OFROAD IN CUT. 23.THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEIVPOMRY ROAD WORKS FOR TRAFFIC DIVERSION (|TEM 705) CONTROL PROTECTION OF TRAFFIC OTEM 706) & PROVIDING & INSTALLING2 NOS, PROJECT SIGN BOARDS OTEM 711) OF GENERAL SPECIFICATIONS AT HIS OWN COST. NO SEPARATE PAYI\,4ENTS SHALL BE MADE AGAINSTTHESE ITEI\,4S, 24.THE CONTRACTOR SHALL PERFORI/ EARTHWORK lN ORDINARYSOIL FOR E|\,1BANKN.4ENTS i/c PLOUGHING AND lvllXlNG WITH BLADE GRADE, COI/PLETE lN ALLRESPECT: 95% TO1OO% MAXII\4UM MODIFIED AASHTO DRY DENSITY WITH 5 IVILELEAD IN THE SPACE BETWEEN DMINS & PROPERTYLINE AS PER THE DIRECTION OF ENGINEER. I GOVERN}IENTOF PAKISTAN -":r,.." 5 LANEHTGHWAY fAOM (ALA SHAII (AI(U GENERALNOTES MII{ISTRYOF COMMUNICATIONS - / llBat1\ \ l\ \ IO LAHOR'RING ROAD e.E!l ()E k NATIONALHIGHWAY AUTHORIW AillAll & Atsocl.tg 4l (LAHOREEASTERN'YPASS) NHP'/TD/GEN/1A00; I I I N I Link Description Packaqe I |\ain Link LRRto LSM(KM 0+000 - 11+113) 1 .\ lvlainLink LRRto Lslvl(KM 11+1,| - \ 3 16+058) 2 I + I sL-1' KSK UCto LSM Yc 2 t sL-2- KSK fo LSM Ramp I I sL3 KSK to KK Ramp 2 t.sl'll sL4' LSM to KSK Ramp 2 soP I t l- KK to KSKRamp sL-6. KSK l/C 2 rl KK I'C 2 E!.1 IB I sL{ LRR I/C 1 rF LSM l= Key INTERCHANGE I I LRR
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