道路工程施工进度计划表

总体施工进度计划表

承包单位：

已完成工程量监理单位：单位设计工程量起止日期5月中旬下旬上旬6月中旬下旬上旬7月中旬下旬上旬8月中旬下旬2012年度9月上旬中旬下旬上旬10月中旬下旬上旬11月中旬下旬上旬12月中旬下旬序号工程项目编制说明数量一123（1）（2）百分比路基工程清除根植土清除淤泥路基挖方挖土方挖石方路基填筑雨水管道d150d300>500挡土墙骨架护坡路面工程级配碎石垫层水泥稳定碎石下封层AC-25沥青路面结构层AC-20沥青路面结构层AC-13C沥青路面结构层人行道铺设月.日月.日m2m3m3m3m3m314071915130696004.2372841.232316310052.8113185.135.136.2011257580.00%56295.0%6.101125810.0%56295.0%该项工程已基本完成，其余部分主要为二次征地清表抛石挤淤已施工完成70%00.00%756550.0%756550.0%100.0%5.135.135.138.209101224.4%9.30100009.30700002982730560603878.0%298278.0%3728410.0%3728410.0%3728410.0%4474112.0%298278.0%149144.0%111853.0%96942.6%4.0%305606.0%331685.0%532975.0%161585.0%226217.0%3878012.0%3878012.0%3231610.0%290859.0%258538.0%193906.0%193906.0%29080.9%6.0%603876.0%704527.0%905819.0%905819.0%905819.0%905819.0%905819.0%905819.0%805168.0%503235.0%402584.0%201292.0%100651.0%3.1%7.0%路基填筑，已考虑借土填方及弃方施工,施工中将配备足够机具设备。未考虑取土场，弃土场及征地拆迁等主观因素。23（1）（2）（3）mmmm3m214552949691411933.19459259.056.025.205.159.059.209.209。109.2011.10000000.00%0.00%0.00%0.00%9550.00%8.0%7284423469555.0%15.0%50.0%72817750.0%挡土墙施工中先预埋套管，主管完成后统一集中施工59020.0%59020.0%29583010.0%12.0%29534683510.0%29520735810.0%2651382399.0%2.0%2.0%6.0%4847.0%5538.0%913.0%103715.0%103715.0%103715.0%5.0%7.0%3.0%3.0%45二12345678三1（1）（2）（3）（4）（5）（6）（7）（8）（9）8.0%119310.0%119310.0%131311.0%131311.0%131311.0%119310.0%10749.0%22965.0%22965.0%459310.0%6815.0%6815.0%459310.0%22965.0%918520.0%6815.0%前期为浆砌片石护坡，后期为植草皮等m2m2m2m2m3mm2m217659203144188556101396188556188556198065768.2510.109.1510.309.1611.0110.0111.1010.1211.1511.1611.2810.1511.25000000000.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%2176610.0%4353220.0%6529830.0%6529830.0%2176610.0%4062920.0%6094330.0%5078625.0%3047215.0%2031410.0%2828315.0%5656730.0%4713925.0%2828315.0%2828315.0%4055840.0%6599535.0%2027920.0%2027920.0%3771120.0%2828315.0%72240.0%11313460.0%8月下旬及9月上旬主要对主道进行摊铺施工施工期间以主道为先，后再陆续辅导施工与水泥稳定结构层施工周期一致,起到保湿养护及防水作用10月上旬为主道,下旬及下旬为辅导297115.0%495225.0%594230.0%396120.0%198110.0%865315.0%1153820.0%1730730.0%1153820.0%865315.0%路沿石桥梁 涵洞桥梁工程基础（砼）基础（钢筋）桩（砼）桩钢筋）下部构造（砼）下部构造（钢筋）上部构造（砼）上部构造（钢筋）上部构造（钢绞线）涵洞工程9.2211.10m3kgm3kgm3kgm3kgkg2324.21136101308.81559703806262027125830525005.206.305.206.305.156.305.156.306.018.056.018.055.2010.055.2010.056.129.150000000000.00%0.00%0.00%1960.00%0.00%0.00%0.00%0.00%0.00%15.0%58125.0%116250.0%58125.0%5月下旬主要为中点K5+149.63,扩大基础施工，其余待管桩施工完成后再浇筑2840325.0%5680550.0%2840325.0%32725.0%32725.0%32725.0%13110.0%三座桥桩基同时施工，每座桥考虑3~4台冲击钻2339615.0%2339615.0%2339615.0%2339615.0%2339615.0%57115.0%57115.0%76120.0%76120.0%57115.0%57115.0%3819315.0%3819315.0%5092420.0%5092420.0%3819315.0%3819315.0%271.0%271.0%1365.0%1365.0%27210.0%1365.0%27210.0%27210.0%27210.0%40715.0%40715.0%1636.0%813.0%813.0%271.0%5月下旬前期主要为梁板预制施工在不影响梁安装及质量前提下，局部根据现场情况实际调整。42581.0%42581.0%127753.0%127753.0%4684111.0%255506.0%212925.0%5110012.0%5110012.0%6813316.0%6813316.0%340668.0%127753.0%85172.0%42581.0%525010.0%525010.0%525010.0%525010.0%525010.0%525010.0%525010.0%525010.0%525010.0%525010.0%2（1）箱涵安全设施及预埋管线m411.655.157.1000.00%8220.0%8220.0%6215.0%6215.0%6215.0%6215.0%施工机具设备已进场。道路二次征地将影响整体施工四12345防撞墙波形梁刚护栏交通标志标线轮廓线mm个m2个45608.510.1511.2512.1011.2512.1011.2512.10000000.00%0.00%0.00%0.00%0.00%45610.0%712.0%712.0%712.0%63814.0%68415.0%68415.0%45610.0%45.0%45.0%30.0%55.0%55.0%施工图纸未出，根据图纸完善后局部调整，按总体施工目标控制总进度。70.0%100.0%11.311.10五绿化及坏境保护12草籽树木编制：

m2棵12.1212.2512.1012.30000.00%0.00%40.0%40.0%60.0%60.0%施工图纸未出，根据图纸完善后局部调整。按总体施工目标控制总进度。复核：日期：