表格模板-A3变更统计表清单XXXX111发杨 精品.xls

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1、TJ-A合同段变更统计表序号分部名称 变更编号 工程项目 工程名称桩号变更内容细目号细目名称单位变更数量单价变更金额（元）1A3TJ-A3-001 桩基、承台L37-1墩K151+986.23主线桥原L37-1桩基变更为2根15米1.2桩基并增加一个承台（增加）403-1-b-1HRB335带肋钢筋（级）kg+2648.46.2616579403-1-b-2HRB400带肋钢筋（级）kg+184.66.531205404-1干处挖土方m3+35.6046.661661405-1-a桩径1.2mm30.002388.3671651405-1-b桩径1.6mm3657.75-20-73155410

2、-1-b-2C30桩基承台混凝土基础m20.60641.20132092A3TJ-A3-002K152+978增加圆管涵43.5m419-1-c圆管涵1.5mm+43.5+2712.8118005204-2-d结构物台背回填m3767.34+120.992771204-2-f借砂砾石填方m3-767.34+68.35-524483A3TJ-A3-003K152+590涵洞基坑换填砂砾石420-1-c涵洞结构挖方m3+325.1043.9214278420-1-e-2借砂砾石填方m3+325.10+68.35222214A3TJ-A3-004K153+060-K153+300主线路基，换填砂砾石

3、203-1-b路基挖方挖淤泥m36420.00+19.09122558204-1-e-2借砂砾石填方m36420.00+68.354388075A3TJ-A3-005K153+374正交涵洞变为斜交，变更后涵洞中心线与路线走向法线交角为20度（增加）420-1-a-1R235光圆钢筋（级）kg-1243.95.9-7339420-1-a-2HRB335带肋钢筋（级）kg+1509.0+6.029084420-1-b-2 C25 混凝土m3+2.4820.231969420-1-b-3 C30 混凝土m3+1.1805.5886420-1-c涵洞结构挖方m319.2043.92843420-1-

4、b-6C15 片(卵)石混凝土m3+4.9406.841994420-1-b-7（借用420-1-b-5）M7.5 砂浆砌块石m30.3372.18112420-1-b-8（借用420-1-b-5）M5.0 砂浆砌片石m31.4365.35511-b-f换填砂卵石m37152.110656A3TJ-A3-006DK0+379.005 D匝道2#桥0#桥台基础第一层加厚0.4m的C25混凝土404-1干处挖土方m3+34.4146.661606410-1-a-2现浇C25 混凝土m3+24.21655.38158677A3TJ-A3-007DK0+564.279D匝道2#桥6#桥台基础加厚0.5

5、m，C25混凝土404-1干处挖土方m3+60.5146.662823410-1-a-2现浇C25 混凝土m3+44.73655.38293158A3TJ-A3-008CK1+124.168C匝道2#桥0#桥台第一层基础加厚0.3m，C25混凝土404-1干处挖土方m3+30.7846.661436410-1-a-2现浇C25 混凝土m3+22.5655.38147399A3TJ-A3-009K152+033.830主线桥原L39-1桩基变更为2根17米1.2桩基并增加一个承台（增加）403-1-aR235光圆钢筋（I级）kg+145.76.128924A3TJ-A3-004K153+060-

6、K153+300主线路基，换填砂砾石403-1-b-1HRB335带肋钢筋（级）kg+2699.66.2616899403-1-b-2HRB400带肋钢筋（级）kg+249.76.531631404-1干处挖土方m+47.7446.662228405-1-a桩径1.2mm+34.02388.3681204405-1-d桩径1.6mm-203657.75-73155410-1-b-2C30桩基承台混凝土基础m+28.6641.201833810A3TJ-A3-010CK1+305.527C匝道3#桥1#桥台基础第一层加厚0.3m的C25混凝土404-1干处挖土方m3+43.3646.662023

7、410-1-a-2现浇C25 混凝土m3+31.11655.382038911A3TJ-A3-011CK0+427.720CK0+427.720增加桩柱式光缆保护通道403-1-b-1HRB335带肋钢筋（级）kg+6156.906.2638542403-1-b-2HRB400带肋钢筋（级）kg+15421.606.53100703403-2-b-1HRB335带肋钢筋（级）kg+61672.756.24384838403-3-aR235光圆钢筋（级）kg+979.606.266132403-3-bHRB335带肋钢筋（级）kg+64991.406.34412045405-1-a桩径1.2mm

8、+160.002388.36382138410-2-c现浇C30 混凝土m3+226.40972.732202269A3TJ-A3-009K152+033.830主线桥原L39-1桩基变更为2根17米1.2桩基并增加一个承台（增加）410-3-b(新增单价)现浇C40 混凝土m3+229.701320303204413-1-a（0#新增单价）M7.5 浆砌片石m3+39.80435.8717348404-1干处挖土方m3+1780.2446.668306612A3TJ-A3-012AK1+362.343AK1+362.343增加桩柱式光缆保护通道403-1-b-1HRB335带肋钢筋（级）kg

9、+6156.906.2638542403-1-b-2HRB400带肋钢筋（级）kg+15421.606.53100703403-2-b-1HRB335带肋钢筋（级）kg+61672.756.24384838403-3-aR235光圆钢筋（级）kg+979.606.266132403-3-bHRB335带肋钢筋（级）kg+64991.406.34412045405-1-a桩径1.2mm+160.002388.36382138410-2-c现浇C30 混凝土m3+226.40972.73220226410-3-b(新增单价)现浇C40 混凝土m3+229.701320303204413-1-a（0

10、#新增单价）M7.5 浆砌片石m3+39.80435.8717348404-1干处挖土方m3+1780.2446.668306613A3TJ-A3-013K152+295.90K152+295.90增加光缆保护通道403-1-b-1HRB335带肋钢筋（级）kg+12313.706.2677084403-1-b-2HRB400带肋钢筋（级）kg+30842.906.53201404403-2-b-1HRB335带肋钢筋（级）kg+123803.806.24772536403-3-aR235光圆钢筋（级）kg+1959.206.2612265403-3-bHRB335带肋钢筋（级）kg+1299

11、82.806.34824091405-1-a桩径1.2mm+320.002388.36764275410-2-c现浇C30 混凝土m3+452.80972.73440452410-3-b(新增单价)现浇C40 混凝土m3+459.401320606408404-1干处挖土方m3+3560.4846.6616613214A3TJ-A3-014K152+295.90K152+297.3减少桩柱式光缆保护通道420-1-a-1R235光圆钢筋（级）kg-11936.65.90-70426420-1-a-2HRB335带肋钢筋（级）kg-367386.02-221163420-1-b-2C25 混凝土

12、m3-352.2820.23-288885420-1-b-3 C30 混凝土m3-414.74805.5-334073420-1-b-6C15 片(卵)石混凝土m3-2286.9406.84-930402420-1-1-c涵洞结构挖方m3-7091.943.92-31147615A3TJ-A3-015K151+360-K151+560主线桥10#-14#墩鱼塘进行浆砌卵石处理208-8-dM7.5 砂浆砌片(卵)石实体护坡m3+556.00435.8724234416A3TJ-A3-016K152+700K152+960主线路基，换填砂砾石203-1-d挖淤泥m3+7388.1019.0914

13、103913A3TJ-A3-013K152+295.90K152+295.90增加光缆保护通道204-1-e-2借砂砾石填方m3+7388.1068.3550497717A3TJ-A3-017HK0+103.951H匝道2#桥0#桥台基础第一层加厚1.5m的C25混凝土404-1干处挖土方m3+121.3246.665661410-1-a-2现浇C25 混凝土m3+80.87655.385300118A3TJ-A3-018FD1K0+355.940480左侧FD1左侧挡土墙基底换填砂砾石203-1-d挖淤泥m3+26419.095040209-1-m（0#变更已批复单价）换填砂砾石m3+264

14、68.351804419A3TJ-A3-019FD1简支梁上部变更整跨现浇变更为逐跨现浇403-3-aR235光圆钢筋（级）kg10066.266298403-3-bHRB335带肋钢筋（级）kg170146.34107869403-4-bHRB335带肋钢筋（级）kg171716.75115904410-3-e现浇C50 混凝土m3+49.301779.387719411-5-a预应力钢绞线kg+2530.0013.3433750415-1沥青混凝土桥面铺装(厚100mm)m2-1020.0059.92-61118415-3防水层m2-1020.0040.49-41300415-2-b现浇C

15、40混凝土m2+1156.0059.926926820A3TJ-A3-020第一辅道（K151+936）第三辅道的调整，造成与之相接的第一辅道接线段调整202-1-a清理现场m-980.003.11-3048203-2-a挖土方m62.0014.4889816A3TJ-A3-016K152+700K152+960主线路基，换填砂砾石203-2-c挖除非适用材料（不含淤泥）m+522.0014.487559204-2-f借砂砾石填方m-324.0068.35-22145204-2-g换填砂卵石m+653.00152.199321216-1-b-1M7.5 浆砌片（卵）石排水m-5.50377.7

16、6-2078216-1-b-2C20卵石混凝土挡墙m3-181.50583.15-105842216-1-b-3M7.5浆砌卵石菱形网格m3-673.50435.87-293558216-1-b-4M10砌C20砼块m3-21.60614.95-13283216-1-b-5植草面积m-6104.5026.84-163845216-2-e200mm厚水泥混凝土面板m-85.193.94-7994216-2-h200mm厚水泥稳定碎石基层m-8846.93-4116216-2-sHRB335钢筋(0#变更新增单)Kg-66.26-39216-2-m土路肩培土(0#变更新增单)m-2.40118.77-285419-1-j1-0.2m圆管涵（新增）m14.00100140021A3TJ-A3-021第三辅道（K151+938）调整缩短辅道长度、避免对高压线、国防光缆进行穿越202-1-a清理现场m-6690.003.11-20806203-2-a挖土方m+10271.0014.48148724203-2-c挖除非适用材料（不含淤泥）m+2176.0014.4831508204-2-f借砂砾石