竣工表汇总表

主要经济技术指标比较表竣-01表共页第页序号指标名称单位数量与设计比较备注设计竣工增加减少1总造价（概算/竣工决算）亿元0.696662862路线总长公里5.235.23003起止桩号K5+250-K10+480K5+250-K10+480004公路等级高速公路高速公路5计算行车速度公里/小时100100006设计车辆荷载公路-1级公路-1级7路基宽度米2626008路面宽度米22.522.5009征用土地亩10路基土石方万立方米挖105.6710/填91.958211水稳基层万平方米0.34593线外工程12沥青面层/沥青上面层万平方米0.5241线外工程13大桥米/座432、410/1432/100K10+236.75桥14中桥米/座15小桥米/座000016涵洞米/座695.33/20658.56/1901K9+068涵洞取消17通道米/座246.54/5319.43/610K8+862通道桥改为机通18分离式立交米/座142.88/2142.88/200K6+830桥、K9+206.5桥19互通式立交米/座1205/11205/100绩溪互通含K5+300分离立交，70.54米/1座、A匝道上跨桥，85.55米/1座20收费站处1100绩溪互通区A匝道21服务区处1100含K7+842分离立交，95.28米/1座；K7+635、K8+862通道桥46.39米/2座；K8+200人行天桥，38米/座。其中K8+862通道桥变更为机通、K8+200人行天桥取消。22管理处处023主要材料消耗数量钢材吨6530木材立方米1282水泥吨45948沥青吨负责人：填表人：日期:导线坐标一览表竣-02表第页共页序号合同号施工桩号导线点编号坐标导线点距路中心距离(m)备注XY左右1JH-01K5+002.673YJI0623328898.673504697.673389.762JH-01K5+298.485YJI1113328792.645506291.836393.813JH-01K5+575.067YJD153328691.995506095.642362.464JH-01K5+299.085YJD15-23329095.039506110.15541.045JH-01AKO+630.580YJI063-23328444.153505604.65365.6736JH-01AKO+331.272YJI063-33328162.304505695.10262.217JH-01K6+615.554YJI066-23328230.317505121.84229.4688JH-01K6+785.225YJI067-23328178.409504959.78130.0899JH-01K6+929.547YJI067-33328044.913504879.53829.21610JH-01K7+030.148YJI068-13327928.991504828.04294.3211JH-01K7+230.589YJI068-23327991.001504549.911111.4912JH-01K7+635.089YJI071-33327636.247504275.3004013JH-01K7+748.225YJI070-23327605.302504184.92531.53314JH-01K8+759.228YJI072-13327044.484503443.10551.22215JH-01K8+110.148YJI072-33327136.728503646.375159.30716JH-01K8+471.905YJI072-43327543.489503771.35754.90317JH-01K8+965.258YJI073-13326867.080503191.424131.1218JH-01K9+145.487YJI073-23326611.964503241.79149.6819JH-01K9+187.904YJI073-33326612.283503162.98517.43520JH-01K9+237.500YJI073-43326549.090503170.29031.71721JH-01K9+485.175YJI074-13326332.499503049.53321,96122JH-01K9+742.584YJI074-23326116.021502912.65029.474负责人：填表人：日期：导线坐标一览表竣-02表第页共页序号合同号施工桩号导线点编号坐标导线点距路中心距离(m)备注XY左右23JH-01K9+913.585YJI074-33326000.362502771.81529.86724JH-01K10+184.755YJI074-43325745.2145026870.00017.0525JH-01K10+188.879YJI0753325766.087502627.72229.9026JH-01K10+790.244YJI075-53325251.670502285.689141.3327JH-01K10+688.875YJI0773325354.535502255.805197.4228JH-01K10+905.384YJI0783325119.260502232.648164.721负责人：填表人：日期：统一里程及断链一览表竣-03表第页共页序号合同号统一里程施工桩号断链桩号断链备注长短1JH-01K5+250-K10+480整体式路基负责人：填表人：日期：平曲线一览表竣-04序号转角桩号平曲线起讫桩号偏角平曲线半径(m)曲线长度(m)说明施工桩号左右起讫1K5+098.656K4+187.826K5+918.74147°08′20.4″18001730.9152K6+699.507K5+918.741K7+469.21316°41′30.7″1550.4733K8+378.970K7+469.213K9+257.64628°25′04.3″2900.1531788.4334K10+556.435K10+123.725K10+981.61820°50′50.4″1753.155857.893负责人:填表人:日期：水准点一览表竣-05表第页共页序号合同号施工桩号水准点编号水准点高程(m)水准点距路中心线距离备注左(m)右(m)1JH-01K5+002.389YJI062219.754389.762JH-01K5+298.485YJI111212.919393.813JH-01K5+575.067YJD15190.792362.464JH-01K5+600.093YJI063196.31430.005JH-01K5+948.362YJI064223.008306.686JH-01K6+003.782YJD16186.684682.197JH-01K6+192.228YJI065220.017206.458JH-01K6+825.777YJI066190.682320.889JH-01K6+931.182YJI067184.246141.3310JH-01K7+062.447YJI068200.312140.5111JH-01K7+396.125YJI069198.613323.3412JH-01K7+578.517YJI070189.75195.5913JH-01K7+665.576YJI071184.18270.7114JH-01K8+330.328YJI072208.28669.0015JH-01K8+936.267YJI073182.90435.8416JH-01K9+280.034YJD17169.938213.5017JH-01K9+541.076YJD18162.187364.8818JH-01K9+763.456YJI074160.492150.3819JH-01K10+145.453YJI076160.300246.3120JH-01K10+188.879YJI075159.45929.90负责人：填表人：日期：注：桩号为水准点对应的路线里程桩号。征用土地一览表竣-06表第页共页序号合同段施工桩号土地原属乡镇名称征用数量(亩)备注起讫水田旱田菜地其它合计负责人：填表人：日期：拆迁建筑物一览表竣-07表第页共页序号合同段施工桩号拆迁种类及数量（m2）备注砖混房砖瓦房瓦房草房负责人：填表人：日期：拆迁电力、电讯及其他管线一览表竣-08表第页共页序号合同段施工桩号电线架电杆电线(m)其他管线(m)备注种类座数种类根数种类长度输油管地下电缆管道国防通信光缆1第一合同段K5+250-K10+48010KV电力810KV电力810KV电力8004处2第一合同段K5+250-K10+480380V电力4380V电力4380V电力4002处3第一合同段K5+250-K10+480220V电力8220V电力8220V电力8004处4第一合同段K5+250-K10+480电信12电信12电信12005处5第一合同段K5+250-K10+480移动通讯4移动通讯4移动通讯4002处6第一合同段K5+250-K10+480长途电信干线光缆2长途电信干线光缆2长途电信干线光缆2001处7第一合同段K5+250-K10+4801001处负责人：填表人：日期：注：“种类”一栏应填写**伏，电力或通讯电缆。机电设备工程一览表竣-09表第页共页序号桩号机电或附件名称机电型号数量配套附属部件名称数量设备所有单位制造厂家备注12345678910负责人：填表人：日期：监控及通讯设备一览表竣-10表第页共页序号位置或桩号设备名称原产地型号单位数量备注负责人：填表人：日期：注：通信电缆应予填写。预埋管线一览表竣-11表第页共页序号桩号人孔（个）手孔（个）过桥涵钢管（米）2孔PVC管（米）备注起讫负责人：填表人：日期：交通安全设施一览表竣-12表第页共页序号桩号交通标志（块）道路标线（米）里程碑（个）百米桩（个）界碑（个）波型护栏（米）隔离栅（米）桥上防落网（米）可变情报板（快）紧急电话（个）备注起讫负责人：填表人：日期：环境保护、绿化工程一览表竣-13表第页共页序号桩号隔音墙隔音林带植树（株）种草（m2）备注起讫长×高（米）结构型式长×宽（米）数量（株）左右左右负责人：填表人：日期：照明设备一览表竣-14表第页共页序号桩号设备名称规格单位数量备注负责人：填表人：日期：收费设施一览表竣-15表第页共页序号位置设备名称规格单位数量备注负责人：填表人：日期：房屋工程一览表竣-16表第页共页负责人：填表人：日期：序号桩号地名房屋名称及数量m2/处备注管理处管理区服务区停车场收费站加油站每公里土石方数量一览表竣-17表第页共页序号合同号施工桩号长度(m)土石方数量(m3)备注起讫土方石方合计K5+250.00K6+455.00120511308153742165050AK0+120.00AK1+111.65991.65199205925579175绩溪互通立交BK0+000.00BK0+162.71162.717160716绩溪互通立交CK0+000.00CK0+386.66386.663740374绩溪互通立交DK0+130.05DK0+437.65307.6030434806951112绩溪互通立交EK0+117.92EK0+547.20429.28124916132862绩溪互通立交AK0+000.00SK0+200.00AK0+120.00SK0+580.0012020991532252平交口380坡面修饰13501434015690平交口K6+455.00K7+000.0054515996661568214K7+000.00K8+000.00100004934149341K8+000.00K9+000.00100021451586218007K9+000.00K10+000.0010001708181885183593K