高速公路综合施工组织设计文字说明

1、目 录序 号内 容页 码第一章编制依据 1第二章工程概述 1第三章施工准备及总体部署 28第四章本工程的完成情况34第五章施工组织机构及劳动力计划38第六章主要工程项目的施工方案、施工方法41第七章施工材料计划施工65第八章机械设备计划70第九章后续工程的施工进度计划75第十章工程质量保障措施 77第十一章 冬季、雨季和高温季节的施工措施100第十二章 施工安全、环保保证措施和文明施工101 备注第一章 编制依据1. 广东省政府的有关政策、法规和条例、规定2. 国家现行施工规范、施工技术指南、验收标准2.1公路工程技术标准（JTG B01-2003）2.2公路路面基层施工技术规范（JTJ034

2、-2000）2.3公路桥涵施工规范（JTJ041-2000）2.4公路水泥混凝土路面施工技术规范(JTG F30-2003)2.5公路工程质量检验评定标准(JTG F80/1-2004)2.6公路沥青路面施工技术规范（JTJ032-1994）2.7公路工程沥青及沥青混合料试验规程JTJ052-2000 2.8公路改性沥青路面施工技术规范JTJ036-19983.东新高速公路路面工程设计文件4.业主组织现场察看和对工程情况的介绍以及招标合同书。5.我单位对施工现场实际踏勘和调查的情况。6.其他相关依据6.1 中华人民共和国安全生产法、建设工程安全管理条例等工程建设安全生产有关管理规定。6.2质量

3、体系认证中心认定ISO9001：2000质量手册和程序文件。第二章工程概述 第一节 东新高速公路的基本设计广州东沙至新联高速公路位于广州市荔湾区、番禺区境内。本工程作为广佛都市圈公路交通网的组成部分，具有连接广佛地区及珠三角地区城际高速公路的功能；作为广州市“南拓”战略的重要举措，配合南沙的开发建设，本工程将成为南沙新港向外的重要通道；作为临近广州火车新客站的一条高速公路，将成为集散铁路旅客的功能；作为番禺主干道路网规划“五纵九横”主骨架的组成部分，将带动沿线乡镇经济发展，缩小西部与中北部地区的经济差距。本项目路线全长46.22公里，采用平原微丘区高速公路标准，双向六车道，设计速度为100公里

4、公里/小时，路基宽度33.5米（南大互通至金山互通段41.0米）主要技术指标如下：公路等级：高速公路设计速度：100公里/小时行车道数：6行车道宽度：211.25米路基宽度：33.5米桥涵设计车辆荷载：公路级路基设计洪水频率：1/100桥涵设计洪水频率：特大桥1/300，大、中桥1/100、小桥、涵洞1/100全线路面工程划分为两个合同段，第LM01合同段起点桩号为K0+000，终点桩号为K23+569.006，长约23.57公里。路面主要结构形式为4cm上面层细粒式改性沥青混凝土、6cm中面层中粒式改性沥青混凝土和8cm下面层粗粒式沥青混凝土及10cm密级配沥青碎石基层、水泥稳定碎石下基层、

5、级配碎石垫层，以及匝道水泥混凝土面板等。本合同段的路面结构以桥面为主，主线沥青混凝土桥面长18.486公里，钢筋砼桥面367米，沥青混凝土路面4.329公里。（详见东新高速公路路面结构分区图）。 第二节 LM01合同段主要工程量本工程的工程量共包括路面垫层 61084 米2，路面水泥稳定底基层 564912 米2，ATB-30柔性沥青碎石基层 137169 米2，AC-25下面层 137449.9 米2，AC-20中面层 755447米2，AC-13上面层 755275 米2，钢筋砼桥面铺装 186315.4 米2，水泥混凝土路面 95467 米2，桥头搭板埋板 7773 米2，透层油1416

6、23 米2，下封层240243米2，粘层油 1034889 米2，路面排水管 20622.59 米，土工布18457.4 米2，路缘石 780.15米3，土方工程13008.28米3，路肩硬化724.81米3。桥面防水层646214米2，各段工程量详见如下工程量统计表，表中统计的工程量只作为安排生产依据，不作为计量结算依据。 本工程的总合同额：约1.8亿人民币。LM01合同段级配碎石垫层工程量统计表序号标段里程桩号长度(M)设计单幅宽度（米）工程量(米2)合计（米2）1S03标段K5+460.45-K5+686.5226.1316.137669248472K7+070.84-K7+596525

7、.16171783S04标段K7+596-K8+008.08412.0814420144204S06标段K14+930.95-K15+033.55102.616.133474218175K15+162.45-K15+463.55301.116.13101956K15+528.45-K15+758.55230.116.1377917K15+799.45-K15+81010.5516.133578LM01 合同段垫层工程量合计1509.5661084LM01合同段水泥稳定碎石层(下层)工程量统计表序号标段里程桩号长 度（米）设计单幅宽度（米）工程量（米2）合计（米2）1S01标段EK0+380.3

8、3-EK0+640.4259.679.1216058722HK0+091.72-HK0+352.89261.179.121623IK0+194.34-IK0+302.85108.518.08684JK0+304.98-JK0+391.1286.138.06825S02标段AK0+002-AK0+372.55370.559K0+265.95-BK0+807.5394.399.159737CK0+074.056-CK0+419.49330.889.172988DK0+293.45-DK0+456.879147.089.118969NK5+776.567-NK5+943.5

9、7(右侧加宽)167122210NK5+709.687-NK5+924.91(左侧加宽)215.22166811S03标段K5+460.45-K5+686.58226.1316.2376694174712K5+731.42-K6+051.56320.1416.231240813K7+070.84-K7+596525.162167014S04标段K7+596-K8+008.08412.08165801951215BK0+522.98-BK0+702.68179.79.1176116CK0+439.4+CK0+589.54150.149.1117117S06标段K14+930.95-K15+033

10、.55102.6016.2334747627018K15+162.45-K15+463.55301.116.231019519K15+528.45-K15+758.55230.116.32779120K15+799.45-K15+81010.5516.2335721AK0+000-AK0+209.4209.49.1338122BK0+000-BK0+173.8173.89.1143423CK0+000-CK0+156.3156.319.1129024DK0+233-DK0+725491.279.1455525EK0+870-EK1+131261.869.1204326NK2+836.89-NK

11、3+645.80808.91(按双幅施工)2940027PK0+000-PK0+626.28626.2816.32（单幅施工）1235028S07标段K15+810-K16+235.05425.0516.32143927118429K17+196.95-K17+475.72278.77939330K18+231.28-K19+4401208.724069631AK0+206-AK0+5613559.1276932BK0+122-BK0+626504.39.1393433S08标段AK0+043.1-AK0+933.83890.7平均26.08（双幅施工）232342323434S09标段K23

12、+479.45-K23+569.0189.5616.2330313031035LM01合同段水稳层下层工程量总计290018 LM01合同段水泥稳定碎石层(上层)工程量统计表序号标段里程桩号长 度（米）设计单幅宽度（米）工程量（米2）合计（米2）1S01标段EK0+380.33-EK0+640.4259.678.2200755782HK0+091.72-HK0+352.89261.178.220143IK0+194.34-IK0+302.85108.517.758684JK0+304.98-JK0+391.1286.137.756895S02标段AK0+002-AK0+372.55370.55

13、8.23543164226BK0+265.95-BK0+807.5394.398.259737CK0+074.056-CK0+419.49330.888.223938DK0+293.45-DK0+456.879147.088.217769NK5+776.567-NK5+943.57(右侧加宽)167115410NK5+709.687-NK5+924.91(左侧加宽)215.22158311S03标段K5+460.45-K5+686.58226.1315.8173604041412K5+731.42-K6+051.56320.1415.811203813K7+070.84-K7+596525.1

14、62101614S04标段K7+596-K8+008.08412.08163701923015BK0+522.98-BK0+702.68179.7平均9.4168916CK0+439.4+CK0+589.54150.14平均7.8117117S06标段K14+930.95-K15+033.55102.6015.8133517251918K15+162.45-K15+463.55301.115.81983419K15+528.45-K15+758.55230.115.81751520K15+799.45-K15+81010.5515.8134521AK0+000-AK0+209.4209.4平均

15、15.66328022BK0+000-BK0+173.8173.8平均7.85136423CK0+000-CK0+156.3156.31平均7.85122724DK0+233-DK0+725491.27平均7.40363525EK0+870-EK1+131261.86平均7.40193826NK2+836.89-NK3+645.80808.91平均35.15（双幅施工）2843027PK0+000-PK0+626.28626.28平均18.51160028S07标段K15+810-K16+235.05425.0515.81138826849729K17+196.95-K17+475.72278

16、.77908430K18+231.28-K19+4401208.723917231AK0+206-AK0+561355平均7.4262732BK0+122-BK0+626504.3平均7.4373233S08标段AK0+043.1-AK0+933.83890.7平均26.08（双幅施工）232342323434S09标段K23+479.45-K23+569.0189.5615.81290002900035LM01合同段水稳层上层工程量总计11278.23274894LM01合同段透层油工程量统计表序号标段里程桩号长 度（米）设计单幅宽度（米）工程量（米2）合计（米2）1S03标段K5+460.

17、45-K5+686.58226.13平均15.87284402462K5+731.42-K6+051.56320.14平均18.50119463K7+070.84-K7+596525.16平均19.55210164S04标段K7+596-K8+008.08412.08平均19.5516280162805S06标段K14+930.95-K15+033.55102.6015.83306207616K15+162.45-K15+463.55301.115.897017K15+528.45-K15+758.55230.115.874148K15+799.45-K15+81010.5515.83409S

18、07标段K15+810-K16+235.05425.0515.8136956146810K17+196.95-K17+475.72278.77平均15.8897011K18+231.28-K19+4401208.72平均15.83880312S09标段K23+479.45-K23+569.0189.56平均15.82868286813LM01合同段水稳层下层工程量总计4129.96141623LM01合同段下封层工程量统计表序号标段里程桩号长 度（米）设计单幅宽度（米）工程量（米2）合计（米2）1S01标段EK0+380.33-EK0+640.4259.678.1196955032HK0+09

19、1.72-HK0+352.89261.178.119773IK0+194.34-IK0+302.85108.517.658684JK0+304.98-JK0+391.1286.137.656895S02标段AK0+002-AK0+372.55370.558K0+265.95-BK0+807.5394.398.154557CK0+074.056-CK0+419.49330.888.123208DK0+293.45-DK0+456.879147.088.117449NK5+776.567-NK5+943.57(右侧加宽)167113710NK5+709.687-NK5+9

20、24.91(左侧加宽)215.22156211S03标段K5+460.45-K5+686.58226.1315.7172844024612K5+731.42-K6+051.56320.1415.711194613K7+070.84-K7+596525.162101614S04标段K7+596-K8+008.08412.08162801902915BK0+522.98-BK0+702.68179.7平均9.3169816CK0+439.4+CK0+589.54150.14平均7.7105117S06标段K14+930.95-K15+033.55102.6015.7133066888118K15+

21、162.45-K15+463.55301.115.71970119K15+528.45-K15+758.55230.115.71741420K15+799.45-K15+81010.5515.7134021AK0+000-AK0+209.4209.4平均15.5692022BK0+000-BK0+173.8173.8平均7.75129523CK0+000-CK0+156.3156.31平均7.75116524DK0+233-DK0+725491.27平均7.30297925EK0+870-EK1+131261.86平均7.30173126NK2+836.89-NK3+645.80808.91平

22、均35.15（双幅施工）2843027PK0+000-PK0+626.28626.28平均18.51160028S07标段K15+810-K16+235.05425.0515.81136956749129K17+196.95-K17+475.72278.77897030K18+231.28-K19+4401208.723880331AK0+206-AK0+561355平均7.4251232BK0+122-BK0+626504.3平均7.4351133S08标段AK0+043.1-AK0+933.83890.7平均26.08（双幅施工）205642056434S09标段K23+479.45-K2

23、3+569.0189.5615.812868286835LM01合同段下封层工程量总计11278.23240243LM01合同段粘层油工程量统计表序号标段里程桩号长度（m）设计宽度(m)工程量(m2)合计(m2)1S01标段K0+883-K1+71783415.25X2（桥面）29762701142K1+717-K3+040132315.25X2(桥面)403523S02标段K3+040-K5+460.452420.4515.25X2（桥面）78583785834S03标段K5+460.45-K5+686.58226.1315.37X2（路面）211271548525K5+686.58-K5+

24、731.4244.8415.25X2（桥面）11246K5+731.42-K6+051.56320.1415.37X2（路面）349417K6+051.56-K7+070.841019.2819X2(桥面)372278K7+070.84- K7+596525.91618.75X2至19.12X2（路面）604339S04标段K7+596-K8+008.08412.0818.75X2至19.12X2（路面）46840141319.310K8+008.08-K9+545.431537.3518.75X2至19.12X2（桥面）94479.311K9+545.43-K10+562.031016.60

25、19X2(桥面)12S05标段K10+562.03-K12+3231760.9719.25X2(桥面)618386183813S06标段K12+323- K14+322.51999.515.25X2(桥面)6062914K14+322.5- K14+930.95608.515.25X2(桥面)22074.515K14+930.95-K15+033.55102.615.37X2（路面）952316K15+033.55- K15+162.45128.9015.25X2(桥面)426217K15+162.45- K15+463.55301.115.37X2（路面）2794818S06标段K15+46

26、3.55- K15+528.4564.915.25X2(桥面)2824151189.519K15+528.45- K15+758.55230.115.37X2（路面）2135820K15+758.55- K15+799.4540.915.25X2(桥面)159221K15+799.45- K15+81010.5515.37X2（路面）97922S07标段K15+810- K16+235.05425.0515.37X2（路面）4264123364623K16+235.05- K17+196.95961.915.25X2(桥面)2966824K17+196.95- K17+475.72278.77

27、15.37X2（路面）2789725K17+475.72- K18+231.28755.5615.25X2(桥面)2337526K18+231.28-K19+4401208.7215.37X2（路面）11006527S08标段K19+440- K19+91747715.25X2(桥面)146557539828 K19+917K20+20328615.25X2(桥面)872329K20+203- K21+750154715.25X2(桥面)5202030S09标段K21+750- K22+27352315.25X2(桥面)156906794931K22+273- K23+479.451206.4

28、515.25X2(桥面)4396432K23+479.45- K23+569.0189.5615.37X2（路面）829533LM01合同段粘层油工程量总计1034889LM01合同段ATB-30基层工程量统计表序号标段里程桩号长度（m）设计宽度(m)工程量(m2)合计(m2)1S03标段K5+460.45-K5+686.58226.1315.51X2（路面）7097391012K5+731.42-K6+051.56320.1415.51X2（路面）116953K7+070.84- K7+596525.91618.93X2至19.26X2（路面）203094S04标段K7+596-K8+008

29、.08412.0818.75X2至19.12X2（路面06标段K14+930.95-K15+033.55102.615.51X2（路面）3213201806K15+162.45- K15+463.55301.115.51（路面）94307K15+528.45- K15+758.55230.115.51X2（路面）72078K15+799.45- K15+81010.5515.51X2（路面）3309S07标段K15+810- K16+235.05425.0515.51X2（路面）133125938110K17+196.95- K17+475.72278.7715.51

30、X2（路面）870211K18+231.28-K19+4401208.7215.51X2（路面）3736712S09标段K23+479.45- K23+569.0189.5615.51X2（路面）2787278713LM01合同段ATB-30基层工程量总计137169LM01合同段AC-25下面层工程量统计表序号标段里程桩号长度(m)设计宽度（米）工程量（米2）合计（米2）1S03标段K5+460.45-K5+686.58226.1315.43X27056392632K5+731.42-K6+051.56320.1415.43X2116603K7+070.84-K7+596525.16（15.

31、115.43）X2201644 桥头搭板与埋板相接处3835S04标段K7+596- K8+008.08412.08（15.115.43）X21566015716.36桥头搭板与埋板相接处56.37S06标段K14+930.95-K15+033.55102.615.43X2317420278.68K15+162.45-K15+463.55301.115.43X293169K15+528.45-K15+758.5532.415.43X2711910K15+799.45- K15+81010.5515.43X232611桥头搭板与埋板相接处343.612S07标段K15+810-K16+235.0

32、5425.0515.43X2131515903213K17+196.95-K17+475.72278.77（15.115.43）X2860614K18+231.28-K19+4401208.72（15.115.43）X23709515桥头搭板与埋板相接处18016S09标段K23+479.45-K23+569.0189.5615.43X22771316017桥头搭板与埋板相接处38918总计3941.17137449.9LM01合同段AC-20中面层工程量统计表序号标段里程桩号长度（m）设计宽度(m)AC-20工程量(m2)桥面渗水盲沟（米）合计(m2)1S01标段K0+883-K1+7178

33、3415.25X2（桥面）297621668701142K1+717-K3+040132315.25X2(桥面)4035226463S02标段K3+040-K5+460.452420.4515.25X2（桥面）785834840.9785834S03标段K5+460.45-K5+686.58226.1315.37X2（路面）6839764265K5+686.58-K5+731.4244.8415.25X2（桥面）112489.686K5+731.42-K6+051.56320.1415.37X2（路面）116607K6+051.56-K7+070.841019.2819X2(桥面)367422

34、038.568K7+070.84- K7+596525.91618.75X2至19.12X2（路面）200619S04标段K7+596-K8+008.08412.0818.75X2至19.12X2（路面）1556010983310K8+008.08-K9+545.431537.3518.75X2至19.12X2（桥面）556423074.711K9+545.43-K10+562.031016.6019X2(桥面)386312033.212S05标段K10+562.03-K12+3231760.9715.25X2(桥面)618383521.946183813S06标段K12+323- K14+3

35、22.51999.515.25X2(桥面)60629399910996814K14+322.5- K14+930.95608.515.25X2(桥面)21879121715K14+930.95-K15+033.55102.615.37X2（路面）316016K15+033.55- K15+162.45128.9015.25X2(桥面)3932257.817K15+162.45- K15+463.55301.115.37X2（路面）927418S06标段K15+463.55- K15+528.4564.915.25X2(桥面)2428129.819K15+528.45- K15+758.5523

36、0.115.37X2（路面）708720K15+758.55- K15+799.4540.915.25X2(桥面)125481.821K15+799.45- K15+81010.5515.37X2（路面）32522S07标段K15+810- K16+235.05425.0515.37X2（路面）1309111087523K16+235.05- K17+196.95961.915.25X2(桥面)293381923.824K17+196.95- K17+475.72278.7715.37X2（路面）856225K17+475.72- K18+231.28755.5615.25X2(桥面)2304

37、51511.1226K18+231.28-K19+4401208.7215.37X2（路面）3683927S08标段K19+440- K19+91747715.25X2(桥面)146559547539828 K19+917K20+20328615.25X2(桥面)872357229K20+203- K21+750154715.25X2(桥面)52020309430S09标段K21+750- K22+27352315.25X2(桥面)1569010466241231K22+273- K23+479.451206.4515.25X2(桥面)439642412.932K23+479.45- K23+

38、569.0189.5615.37X2（路面）275833LM01合同段AC-20中面层工程量总计37112.2755447LM01合同段AC-13上面层工程量统计表序号标段里程桩号长度（m）设计宽度(m)AC-20工程量(m2)合计(m2)1S01标段K0+883-K1+71783415.25X2（桥面）29762701142K1+717-K3+040132315.25X2(桥面)403523S02标段K3+040-K5+460.452420.4515.25X2（桥面）78583785834S03标段K5+460.45-K5+686.58226.1315.37X2（路面）7003765125K

39、5+686.58-K5+731.4244.8415.25X2（桥面）11246K5+731.42-K6+051.56320.1415.37X2（路面）116137K6+051.56-K7+070.841019.2819X2(桥面)367428K7+070.84- K7+596525.91618.75X2至19.12X2（路面）200309S04标段K7+596-K8+008.08412.0818.75X2至19.12X2（路面）1549710977010K8+008.08-K9+545.431537.3518.75X2至19.12X2（桥面）5564211K9+545.43-K10+562.0

40、31016.6019X2(桥面)3863112S05标段K10+562.03-K12+3231760.9715.25X2(桥面)618386183813S06标段K12+323- K14+322.51999.515.25X2(桥面)6062910126214K14+322.5- K14+930.95608.515.25X2(桥面)2187915K14+930.95-K15+033.55102.615.37X2（路面）315016K15+033.55- K15+162.45128.9015.25X2(桥面)393217K15+162.45- K15+463.55301.115.37X2（路面）9

41、24418S06标段K15+463.55- K15+528.4564.915.25X2(桥面)242819K15+528.45- K15+758.55230.115.37X2（路面）706420K15+758.55- K15+799.4540.915.25X2(桥面)125421K15+799.45- K15+81010.5515.37X2（路面）32422S07标段K15+810- K16+235.05425.0515.37X2（路面）1304911075323K16+235.05- K17+196.95961.915.25X2(桥面)2933824K17+196.95- K17+475.7

42、2278.7715.37X2（路面）853825K17+475.72- K18+231.28755.5615.25X2(桥面)2304526K18+231.28-K19+4401208.7215.37X2（路面）3678327S08标段K19+440- K19+91747715.25X2(桥面)146557539828 K19+917K20+20328615.25X2(桥面)872329K20+203- K21+750154715.25X2(桥面)5202030S09标段K21+750- K22+27352315.25X2(桥面)156906241231K22+273- K23+479.451

43、206.4515.25X2(桥面)4396432K23+479.45- K23+569.0189.5615.37X2（路面）274933LM01合同段AC-13中面层工程量总计755275 LM01合同段钢筋砼桥面铺装工程量统计表序号标段桥梁名称钢筋砼桥面铺装区段区段长度（米）铺装面积（米2）单桥铺装面积（米2）桥面防水层（米2）1S01东沙主线桥（K0+516-K0+883）367.000 25983825092A匝道桥1116.208103343标段B匝道桥1431.44313938258934互通C匝道桥807.25573875D匝道桥1093.91194276E匝道桥257.63419

44、087立交桥F匝道桥829.97972758G匝道桥25920169H匝道桥107.2375210I匝道桥206.43165211J匝道桥229.488183712S02南浦互通A匝道桥（AK0+372.56-AK04590 +501)128.44102813标段立交桥B匝道桥(BK0+137.50- BK0+265.94)128.44102814C匝道桥(CK0+419.50-CK0+577.94)158.44126815D匝道桥(DK0+135.00-DK0+293.44)158.44126816A匝道桥（AK0+187.44-AK0+600）412.56617517B匝道桥1号桥（BK0

45、+348.73-BK0+522.98）174.25308418S04B匝道桥2号桥（BK0+702.68-BK1+036.13）333.45300019新客站互C匝道桥1号桥16550.4（CK0+155.95-CK0+439.4）283.451989.220C匝道桥2号桥通立交桥（CK0+589.54-CK0+637.99）48.45341.221标段D匝道桥(DK0+105.64-DK0+384.83)279.191961 LM01合同段钢筋砼桥面铺装工程量统计表序号标段桥梁名称 钢筋砼桥面铺装区段区段长度铺装面积单桥铺装桥面防（米）（米2）面积合计水层（米2）（米2）22S05A匝道桥9

46、06.7088650标段（AK0+131.367-AK1+038.075）4726923金山B匝道桥1203.87211169互通（BK0+213.039-BK1+416.911）24立交桥C匝道桥1235.55311887（CK0+154.136-CK1+389.689）25D匝道桥468.4483310(DK0+192.661-DK0+661.109)30禺山互通三号主线桥865031禺山互通四号主线桥1116932B匝道桥S06禺山（BK0+173.77-BK0+651.47）477.733标段互通C匝道桥29661立交（CK0+156.31-CK0+907.38）751.0734桥D匝

47、道桥（DK0+158.34-DK0+223.24）64.935E匝道桥（EK0+156.87-EK0+869.56）712.6936B匝道桥S08沙湾互通（BK0+241.50-BK0+396.92）155.421088573637标段立交C匝道桥桥(CK0+248.58-CK0+454.00)205.42143838D匝道桥(DK0+239.50-DK0+444.92)205.42146439E匝道桥(EK0+118.58-EK0+368.00)249.42174640LM01合同段钢筋砼桥面铺装工程量总计186315.4平方米。LM01合同段三涂桥面防水层工程量统计表序号标段里程桩号长度（

48、m）设计宽度(m)工程量(m2)合计(m2)S01标段K0+516-K0+883367平均70.825983960971K0+883-K1+71783415.25X2（桥面）297622K1+717-K3+040132315.25X2(桥面)403523S02标段K3+040-K5+460.452420.4515.25X2（桥面）78583785834S03标段K5+686.58-K5+731.4244.8415.25X2（桥面）1124378665K6+051.56-K7+070.841019.2819X2(桥面)367426S04标段K8+008.08-K9+545.431537.3518

49、.75X2至19.12X2（桥面）55642942737K9+545.43-K10+562.031016.6019X2(桥面)386318S05标段K10+562.03-K12+3231760.9715.25X2(桥面)61838618389S06标段K12+323- K14+322.51999.515.25X2(桥面)606298644010K14+322.5- K14+930.95608.515.25X2(桥面)2187911K15+033.55- K15+162.45128.9015.25X2(桥面)393212S06标段K15+463.55- K15+528.4564.915.25X2

50、(桥面)2428368213K15+758.55- K15+799.4540.915.25X2(桥面)125414S07标段K16+235.05- K17+196.95961.915.25X2(桥面)293385238315K17+475.72- K18+231.28755.5615.25X2(桥面)2304516S08标段K19+440- K19+91747715.25X2(桥面)146557539817 K19+917K20+20328615.25X2(桥面)872318K20+203- K21+750154715.25X2(桥面)5202019S09标段K21+750- K22+2735

51、2315.25X2(桥面)156905965420K22+273- K23+479.451206.4515.25X2(桥面)4396421LM01合同段三涂桥面防水层工程量总计646214LM01合同段水泥混凝土路面工程量统计表序号标段里程桩号长 度（米）设计单幅宽度（米）工程量（米2）合计（米2）1S01标段EK0+380.33-EK0+640.4259.677182152062HK0+091.72-HK0+352.89261.17718283IK0+194.34-IK0+302.85108.5178684JK0+304.98-JK0+391.1286.1376895S02标段AK0+002

52、-AK0+372.55370.5573129143376BK0+265.95-BK0+807.5394.39750577CK0+074.056-CK0+419.49330.88720068DK0+293.45-DK0+456.879147.087.215629NK5+776.567-NK5+943.57(右侧加宽)167108510NK5+709.687-NK5+924.91(左侧加宽)215.22149811S04标段BK0+522.98-BK0+702.68179.791698274912CK0+439.4+CK0+589.54150.147105113S06标段AK0+000-AK0+2

53、09.4209.4（含收费站）30084658814BK0+000-BK0+173.8173.87.45129515CK0+000-CK0+156.3156.317.45116516DK0+233-DK0+725491.277297917EK0+870-EK1+131261.867173118NK2+836.89-NK3+645.80808.912639019PK0+000-PK0+626.28626.28161002020S07标段AK0+206-AK0+56135572512602321BK0+122-BK0+626504.37351122S08标段AK0+043.1-AK0+933.83

54、890.7205642056423LM01合同段水泥混凝土路面工程量总计95467LM01合同段桥头搭板、埋板工程量统计表序号标段桥梁名称里程桩号长 度（米）设计单块宽度（米）工程量（米2）1S03标段大石引桥搭板K5+456.45-K5464.45左幅815.251222大石引桥搭板K5+456.45-K5464.45右幅815.251223大石引桥埋板K5+464.45-K5+468.45左幅415.25614大石引桥埋板K5+464.45-K5+468.45右幅415.25615K5+709中桥搭板K5+690.58-K5+682.58左幅815.251226K5+709中桥搭板K5+6

55、90.58-K5+682.58右幅815.251227K5+709中桥埋板K5+682.58-K5+678.58左幅415.25618K5+709中桥埋板K5+682.58-K5+678.58右幅415.25619K5+709中桥搭板K5+727.42-K5+735.42左幅815.2512210K5+709中桥搭板K5+727.42-K5+735.42右幅815.2512211K5+709中桥埋板K5+735.42-K5+739.42左幅415.256112K5+709中桥埋板K5+735.42-K5+739.42右幅415.256113南大互通主线桥搭板K6+055.56-K6+047.5

56、6左幅819.015214南大互通主线桥搭板K6+055.56-K6+047.56右幅819.015215南大互通主线桥埋板K6+047.56-K6+043.56左幅419.07616南大互通主线桥埋板K6+047.56-K6+043.56右幅419.07617南大互通主线桥搭板K7+066.84-K7+074.84左幅819.015218南大互通主线桥搭板K7+066.84-K7+074.84右幅819.015219南大互通主线桥埋板K7+074.84-K7+078.84左幅419.07620南大互通主线桥埋板K7+074.84-K7+078.84右幅419.07621S04标段新客站立交桥

57、埋板K8+000.08-K8+004.08左幅419.07622新客站立交桥埋板K8+000.08-K8+004.08右幅419.07623新客站立交桥搭板板K8+004.08-K8+012.08左幅819.015224新客站立交桥搭板K8+004.08-K8+012.08右幅819.015225S06标段禺山互通1号桥搭板K14+930.95-K14+938.95左、右幅8X215.2524426禺山互通1号桥埋板K14+938.95-K14+942.95左、右幅4X215.2512227禺山互通2号桥搭板K15+025.55-K15+033.55左、右幅8X215.2524428禺山互通2

58、号桥埋板K15+021.55-K15+025.55左、右幅4X215.2512229禺山互通2号桥搭板K15+162.45-K15+170.45左、右幅8X215.2524430禺山互通2号桥埋板K15+170.45-K15+174.45左、右幅4X215.2512231禺山互通3号桥搭板K15+455.55-K15+463.55左、右幅8X215.2524432禺山互通3号桥埋板K15+451.55-K15+455.55左、右幅4X215.2512233禺山互通3号桥搭板K15+528.45-K15+536.45左、右幅8X215.2524434禺山互通3号桥埋板K15+536.45-K15

59、+540.45左、右幅4X215.2512235禺山互通4号桥搭板K15+750.55-K15+758.55左、右幅8X215.2524436禺山互通4号桥埋板K15+746.55-K15+750.55左、右幅4X215.2512237禺山互通4号桥搭板K15+799.45-K15+807.45左、右幅8X215.2524438禺山互通4号桥埋板K15+807.45-K15+901.45左、右幅4X215.251223907标段南山峡大桥搭板K16+227.05-K16+235.05左、右幅8X215.2524440南山峡大桥埋板K16+227.05-K16+223.05左右幅4X215.25

60、12241南山峡大桥搭板K17+196.95-K17+204.95左、右幅8X215.2524442南山峡大桥埋板K17+204.95-K17+208.95左右幅4X215.2512243龙湾涌大桥搭板K17+467.72-K17+475.72左、右幅8X215.2524444龙湾涌大桥埋板K17+463.72-K17+475.72左右幅4X215.2512245龙湾涌大桥搭板K18+231.28-K18+239.28左右幅8X215.2524446龙湾涌大桥埋板K18+239.28-K18+243.28左、右幅4X215.2512247K15+935小桥搭板K15+920.50-K15+92