[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-649343-105":59,"doc-detail-649343-en":130},{"code":4,"msg":5,"data":6},0,"success",[7,13,18,23,28,33,38,43,48,51,55],{"id":8,"doc_module":4,"doc_module_name":9,"category_name":10,"show_sort_weight":11,"slug":12},1,"Document","Story & Novel",90,"story-novel",{"id":14,"doc_module":4,"doc_module_name":9,"category_name":15,"show_sort_weight":16,"slug":17},2,"Literature",80,"literature",{"id":19,"doc_module":4,"doc_module_name":9,"category_name":20,"show_sort_weight":21,"slug":22},4,"Exam",70,"exam",{"id":24,"doc_module":4,"doc_module_name":9,"category_name":25,"show_sort_weight":26,"slug":27},5,"Comic",60,"comic",{"id":29,"doc_module":4,"doc_module_name":9,"category_name":30,"show_sort_weight":31,"slug":32},6,"Technology",50,"technology",{"id":34,"doc_module":4,"doc_module_name":9,"category_name":35,"show_sort_weight":36,"slug":37},7,"Healthcare",40,"healthcare",{"id":39,"doc_module":4,"doc_module_name":9,"category_name":40,"show_sort_weight":41,"slug":42},8,"Research & Report",30,"research-report",{"id":44,"doc_module":4,"doc_module_name":9,"category_name":45,"show_sort_weight":46,"slug":47},9,"Religion & Spirituality",20,"religion-spirituality",{"id":46,"doc_module":4,"doc_module_name":9,"category_name":49,"show_sort_weight":46,"slug":50},"World Cup","world-cup",{"id":52,"doc_module":4,"doc_module_name":9,"category_name":53,"show_sort_weight":52,"slug":54},10,"Lifestyle","lifestyle",{"id":56,"doc_module":4,"doc_module_name":9,"category_name":57,"show_sort_weight":24,"slug":58},19,"General","general",{"code":4,"msg":60,"data":61},"ok",{"site_id":62,"language":63,"slug":64,"title":65,"keywords":66,"description":67,"schema_data":68,"social_meta":123,"head_meta":125,"extra_data":127,"updated_unix":129},105,"en","moran-bypass-roadnh-37-general-arrangement-drawing-drawing-index","MORAN BYPASS ROAD(NH-37) - GENERAL ARRANGEMENT DRAWING - Drawing Index","","General arrangement and drawing index for the Moran Bypass Road (NH-37) bridge project, including key plan, test pile, and detailed reinforcement and dimension drawings for abutments (A1, A2) and piers (P1–P5). The index lists drawing numbers tied to chainage 576+187.500 and provides cross-girder, RCC deck slab, bearing, prestressing, and expansion joint references. Notes specify units in millimetres, design loads per IRC provisions, concrete grade requirements, and reinforcement bar standards, along with level and foundation information.",{"@graph":69,"@context":122},[70,84,105],{"@type":71,"itemListElement":72},"BreadcrumbList",[73,77,79,82],{"item":74,"name":75,"@type":76,"position":8},"https://docshare.wps.com","Home","ListItem",{"item":78,"name":9,"@type":76,"position":14},"https://docshare.wps.com/document/",{"item":80,"name":40,"@type":76,"position":81},"https://docshare.wps.com/document/research-report/",3,{"item":83,"name":65,"@type":76,"position":19},"https://docshare.wps.com/document/moran-bypass-roadnh-37-general-arrangement-drawing-drawing-index/649343/",{"url":83,"name":65,"@type":85,"image":86,"author":91,"headline":65,"publisher":94,"fileFormat":97,"inLanguage":63,"description":67,"dateModified":98,"datePublished":99,"encodingFormat":97,"isAccessibleForFree":100,"interactionStatistic":101},"DigitalDocument",{"url":87,"@type":88,"width":89,"height":90},"https://docshare.wps.com/thumbnails/moran-bypass-roadnh-37-general-arrangement-drawing-drawing-index/649343.png","ImageObject",300,407,{"name":92,"@type":93},"lugxt","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-11-03","2026-10-23",true,{"@type":102,"interactionType":103,"userInteractionCount":19},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What does the drawing index list for the bridge project?","Question",{"text":112,"@type":113},"It lists major drawings such as general arrangement, key plan, test pile details, abutment and pier foundation and reinforcement details, superstructure dimensions, and prestressing and bearing details.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"Which chainage is referenced for the drawing set?",{"text":117,"@type":113},"The drawings reference chainage around 576+187.500 (also shown with adjacent chainage values) as part of the bridge location.",{"name":119,"@type":110,"acceptedAnswer":120},"What standards and design notes govern the drawings?",{"text":121,"@type":113},"Notes specify dimensions in millimetres and require design loads per IRC provisions, concrete mix/grade requirements, and reinforcement bar conformity to the stated standards.","https://schema.org",{"og:url":83,"og:type":124,"og:title":65,"og:site_name":95,"og:description":67},"article",{"robots":126,"canonical":83},"index,follow",{"doc_id":128,"site_id":62},649343,1792799265,{"code":4,"msg":5,"data":131},{"doc_id":128,"user_id":132,"nickname":92,"user_avatar":133,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":19,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":139,"language":140,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":141,"faqs":142,"seo_title":143,"seo_description":67,"update_tm":129,"read_time":144},3985747862600,"https://ap-avatar.wpscdn.com/davatar_9964176cb1d06d4a9deccf72a44ae3dc","MAJOR BRIDGEATCHAINAGE 576+187+.500  \nDRAWING INDEX  \nMAJOR BRIDGE AT DESIGN CH.-576+187.500  \n\n| SR.No.   | DRAWING TITLE   | DRAWING NUMBER   |\n| --- | --- | --- |\n| 1   | GENERAL ARRANGEMENT DRAWING   | NHIDCL/MB/JOR-DIB/ST/MJB/576+187.500/101(2 SHEETS)   |\n| 2   | KEY PLAN   | NHIDCL/MB/JOR-DIB/ST/MJB/576+187.500/102 (SHEET 1 OF 1)   |\n| 3   | DETAILS OF TEST PILE   | NHIDCL/MB/JOR-DIB/ST/MJB/576+187.500/103(SHEET 1 OF 1)   |\n| 4   | DIMENSION DETAILS OF ABUTMENT &FOUNDATION FOR A1 &A2   | NHIDCL/MB/JOR-DIB/ST/MJB/576+187.500/201(SHEET 1 OF 1)   |\n| 5   | RFINFORCFMFNT DETAILS OF ABUTMENT &FOUNDATION FOR A1&A2   | NHIDCL/MB/JOR-DIB/ST/MJB/576+187.500/202(3 SHEETS)   |\n| 6   | DIMFNSION DFTAII S OF PIER &FOUNDATION FOR P1-P5   | NHIDCL/MB/JOR-DIB/ST/MJB/576+187.500/203(SHEET 1 OF 1   |\n| 7   | REINFORCEMENT DETAILS OF PIER &FOUNDATION FOR P1-P5   | NHIDCL/MB/JOR-DIB/ST/MJB/576+187.500/204(3 SHEETS)   |\n| 8   | DIMENSION AND REINFORCEMENT DETAILS  \u003Cbr>OF STOPPER AND PEDESTAL OF ABUTMENT   | NHIDCL/MB/JOR-DIB/ST/MJB/576+187.500/205(SHEET 1 OF 1)   |\n| 9   | DIMENSION AND REINFORCEMENT DETAILS  \u003Cbr>OF STOPPER AND PEDESTAL OF PIER   | NHIDCL/MB/JOR-DIB/ST/MJB/576+187.500/206(SHEET 1 OF 1)   |\n| 10   | DIMENSION DETAILS OF SUPER STRUCTURE   | NHIDCL/MB/JOR-DIB/ST/MJB/576+187.500/301(2 SHEETS   |\n| 11   | CABLE &PRESTRESSING DETAILS   | NHIDCL/MB/JOR-DIB/ST/MJB/576+187.500/302(SHEET 1 OF 1   |\n| 12   | REINFORCEMENT DETAILS OF LONGITUDINAL GIRDER   | NHIDCL/MB/JOR-DIB/ST/MJB/576+187.500/303(SHEET 1 OF 1)   |\n| 13   | DETAILS OF END BLOCK AND ANCHORAGES   | NHIDCI /MB/.JOR-DIB/ST/MJB/576+187.500/304 (SHEET 1 OF 1)   |\n| 14   | GENERAL NOTES FOR PRESTRESSING GIRDER   | NHIDCL/MB/JOR-DIB/ST/MJB/576+187.500/305(SHEET 1 OF 1   |\n| 15   | REINFORCEMENT DETAILS OF END CROSS GIRDER   | NHIDCL/MB/JOR-DIB/ST/MJB/576+187.500/306 (SHEET 1 OF 1)   |\n| 16   | RFINFORCEMENT DETAILS OF INTERMEDIATE CROSS GIRDER   | NHIDCL/MB/JOR-DIB/ST/MJB/576+187.500/307(SHEET 1 OF 1)   |\n| 17   | REINFORCEMENT DETAILS OF RCC DECK SLAB   | NHIDCL/MB/JOR-DIB/ST/MJB/576+187.500/308(SHEET 1 OF 1   |\n| 18   | DETAILS OF LOADS FOR POT CUM PTFE BEARING   | NHIDCL/MB/JOR-DIB/ST/MJB/576+187.500/309(SHEET 1 OF 1)   |\n\nnupcL,4-Lane Projec)PROPOSED FRL(IN m)         87.100                                          87.100  87.100GROUND LEVEL(IN m)                                                          74.300                                                       81.997    CHAINAGE(IN Km)576+147.337576+187.500576+228.403SECTION AT A-AHALF TOP PLAN HALF BOTTOM PLANNOTES:回VSPL,SivdsagarC  \nU/SREFERENCE DRAWING:-  \n1.ALL DIMENSIONS ARE IN MLLIMETRES OTHERWISWE SPECIFIED.NHIDCL/MB/JOR-DIB/ST/MJB/576+187.500/101(SH.2 OF 2)  \nTO BE FOLLOWED.  \nRanoEATDBscoA5919B8  \npRAwN  \nDESIGN DIRECTOR:2  \nPRODr CONSULTANT:  \nPROJECT:  \n8.8.  \nEPC CONTRACTOR:  \nSAFETY CONSULTANT;  \nCLIENT:  \nAUTHORITY ENGINEEER:  \nREV.NO DATE  \nDESCRIPTION  \nTLE:  \nMORAN BYPASS ROAD(NH-37)  \noKsSOLfANTS  \nA  \nVOYANTS SOLUTIONS  \nINDIAN INSTITUTE OF  \nDEsiGNED  \nMS MANARANJAN BRAHMA  \nJAN.,2020  \nINTAL SUBMISSION FORREVEW  \nTECHNOLOGY GUWAHAT  \nFOUR LANINGOFNH37 FROMEND OF MORAN BYPASS(KM  \nSCALE:  \nWARD NO4DEPOTROAD  \nAS SHDWN  \nR1  \nCHcKED  \nB.0.  \n三  \nFEB,2020  \nAS PERAECOMMENTS  \nREVISIDN;  \nKOKBAJHMR DST:KOKRAHAR  \nHO-PP-97 TANKAPANI ROAD.  \n562.525 T BOGIBEELJUNCTONNEARLAPETKETA(KM  \nV  \n581.700)INTHE STATE OFASSAMUNDER SARDP-NE,PHASE  \nR1  \n10F2  \nPN:78370.ASSM  \nBHUBANESWAR-751018,ODISHA  \nDRG.No:NHIDCLMB/JOR-DIB/STMJB/576+187.500/101  \nDATE:FEB,2020  \nONEPC MODE-BALANCE WORK.  \n(INDIA)  \n4 OF EXPANSION JOINT4 OF BEARING40 EXP.CAST-IN-SITUJOINTCAST-IN-SITU END65 THICKCROSS GIRDER(TYP.)WEARING COAT2201001650280028001650PRECAST PSCLONGITUDINALBEARING PEDESTALGIRDER(TYP.)LONGITUDINALSEISMIC STOPPERPIER CAP—650—3500DETAILOF ABUTMENTRCC SOLD(SCALE-1:75)CIRCULAR TYPEPIERANUPA   TAMULIDETAIL OF PIERProject Managere)PCC LEVELING:一BELOW FOUNDATION………     …   …M15BELOW APPROACH SLAB……  ………M15SECTION AT SUPPORTSEC","cbCaisnWGBhBZFWg","https://ap.wps.com/l/cbCaisnWGBhBZFWg","pdf",9319493,23,"English","# Drawing Index\n## General Arrangement Drawing\n## Key Plan and Structural Detail Drawings","[{\"question\":\"What does the drawing index list for the bridge project?\",\"answer\":\"It lists major drawings such as general arrangement, key plan, test pile details, abutment and pier foundation and reinforcement details, superstructure dimensions, and prestressing and bearing details.\"},{\"question\":\"Which chainage is referenced for the drawing set?\",\"answer\":\"The drawings reference chainage around 576+187.500 (also shown with adjacent chainage values) as part of the bridge location.\"},{\"question\":\"What standards and design notes govern the drawings?\",\"answer\":\"Notes specify dimensions in millimetres and require design loads per IRC provisions, concrete mix/grade requirements, and reinforcement bar conformity to the stated standards.\"}]","MORAN BYPASS ROAD(NH-37) - GENERAL ARRANGEMENT DRAWING - Drawing Index | PDF",58]