中等水库工程预算控制价

对比分析表,,,,,,,,,,,,,,

工程名称水库除险加固工程,,,,,,,,,,,,,,

序号,项目名称,单位,工程审核,,,工程报审,,,工程审核与工程报审对比,,,增减原因分析,,

,,,工程量,单价（元）,合计（万元）,工程量,单价（元）,"合计

（万元）",工程量,单价,合计(万元),,,

,,,,,,,,,增减,差异,增减,,,

一,大坝加固工程,,,,,,,,,,,,,

1,重建M7.5浆砌石步级,m3,1457,248.96,36.27,1457,261.07,38.04,,-12.11,-1.77,综合单价差异,,

2,1：2水泥砂浆抹面（厚20mm）,m2,7485,13.53,10.13,7485,16.87,12.63,,-3.34,-2.50,综合单价差异,1,1

3,C15砼护脚齿墙,m3,2755,327.99,90.36,2755,346.08,95.35,,-18.09,-4.99,综合单价差异,1,1

4,上游坝坡C15砼护坡（δ=200mm）,m3,8673,332.84,288.67,8673,346.41,300.44,,-13.57,-11.77,综合单价差异,1,1

5,一般模板,m2,10117,47.11,47.66,10117,52.42,53.03,,-5.31,-5.37,综合单价差异,1,1

6,砂碎石找平层（δ=150mm）,m3,7157,133.31,95.41,7157,141.21,101.06,,-7.90,-5.65,综合单价差异,,

7,拆除砼,m3,641,133.95,8.59,641,266.35,17.07,,-132.40,-8.48,综合单价差异,,

8,沥青砼路面（δ=150mm）,m2,4867,162.92,79.29,4867,164.35,79.99,,-1.43,-0.70,,,

9,水泥稳定碎石层（水泥含量6%）（δ=250mm）,m2,4867,50.48,24.57,4867,54,26.28,,-3.52,-1.71,综合单价差异,,

10,重建C20防浪墙砼,m3,634,385.72,24.45,634,409.51,25.96,,-23.79,-1.51,综合单价差异,,

11,重建M5.0砂浆砌砖围墙,m3,487,545.36,26.56,487,535.6,26.08,,9.76,0.48,综合单价差异,,

12,C15砼排水沟,m3,707,355.88,25.16,707,378.05,26.73,,-22.17,-1.57,综合单价差异,,

13,干砌石排水棱体（含贴坡排水体）,m3,2022,141.55,28.62,2022,158.55,32.06,,-17.00,-3.44,综合单价差异,,

14,级配碎石反滤料（d=0.5～2.0cm，δ=400mm、200mm）,m3,652,126.94,8.28,652,135.94,8.86,,-9.00,-0.58,综合单价差异,,

15,φ120松木桩（纵向间距0.3m，L=3.5m）,m3,142.14,1442.14,20.50,142.14,1593.23,22.65,,-151.09,-2.15,综合单价差异,,

16,塑性混凝土防渗心墙成槽（δ=0.6m，土质）,m2,1975.075,515.65,101.84,2100,523.57,109.95,-124.93,-7.92,-8.11,工程量、综合单价差异,,

17,"塑性混凝土防渗心墙成槽（δ=0.6m,岩石）",m2,136.21,1067.73,14.54,150,1086.95,16.30,-13.79,-19.22,-1.76,工程量、综合单价差异,,

18,塑性混凝土防渗心墙成槽（δ=0.8m，土质）,m2,9335.173,552.49,515.76,10500,560.96,589.01,-1164.83,-8.47,-73.25,工程量、综合单价差异,,

19,"塑性混凝土防渗心墙成槽（δ=0.8m,岩石）",m2,210,1143.99,24.02,250,1164.6,29.12,-40.00,-20.61,-5.10,工程量、综合单价差异,,

20,塑性混凝土防渗心墙浇筑（δ=0.6m）,m3,1266.771,438.00,55.48,1289,452.42,58.32,-22.23,-14.42,-2.84,工程量、综合单价差异,,

21,塑性混凝土防渗心墙浇筑（δ=0.8m）,m3,7636.1384,428.39,327.12,8312,442.5,367.81,-675.86,-14.11,-40.69,工程量、综合单价差异,,

22,预埋帷幕灌浆管（钢管φ121）,m,8600,90.99,78.25,8600,96.78,83.23,,-5.79,-4.98,综合单价差异,,

23,基础岩石帷幕灌浆,m,5794,311.19,180.30,5794,312.76,181.21,,-1.57,-0.91,综合单价差异,,

24,新建C15砼接头重力坝段,m3,7908,334.01,264.14,8368,347.55,290.83,-460.00,-13.54,-26.69,工程量、综合单价差异,,

25,新建C15砼刺墙（厚3m）,m3,385,340.38,13.10,385,353.95,13.63,,-13.57,-0.53,综合单价差异,,

26,新建M7.5浆砌石护坡（厚0.5m）,m3,448,256.91,11.51,448,269.02,12.05,,-12.11,-0.54,综合单价差异,,

二,溢洪道加固工程,,,,,,,,,,,,,

1,新建C15毛石砼挡墙（埋石率15%）,m3,754,308.28,23.24,754,325.94,24.58,,-17.66,-1.34,综合单价差异,,

2,砼拆除,m3,3574,133.95,47.87,3574,266.35,95.19,,-132.40,-47.32,综合单价差异,,

3,新建溢流堰边墩C25砼,m3,1564,364.01,56.93,1564,379,59.28,,-14.99,-2.35,综合单价差异,,

4,新建C25砼实用堰,m3,1247,359.59,44.84,1247,374.52,46.70,,-14.93,-1.86,综合单价差异,,

5,平面模板,m2,6630,47.11,31.23,6630,52.42,34.75,,-5.31,-3.52,综合单价差异,,

6,C30抗冲耐磨砼加固泄槽迎水面,m3,1660,444.80,73.84,1660,460.23,76.40,,-15.43,-2.56,综合单价差异,,

7,恢复重建C15砼挡墙,m3,743,308.28,22.91,743,325.94,24.22,,-17.66,-1.31,综合单价差异,,

8,C25泄槽挡墙顶栏板,m,574,150.00,8.61,574,200,11.48,,-50.00,-2.87,综合单价差异,,

9,泄槽段φ22锚杆加固（L=3.0m外露1m）,根,1430,104.78,14.98,1430,113.41,16.22,,-8.63,-1.24,综合单价差异,,

三,输水设施加固,,,,,,,,,,,,,

1,隧洞回填灌浆,m2,55.61,59.14,0.33,2833.00,59.54,16.87,-2777,-0.40,-16.54,工程量、综合单价差异,,

2,高压管道回填灌浆,m2,1435.66,59.46,8.54,,,,1435.66,59.46,8.54,工程量、综合单价差异,,

3,C25隧洞砼衬砌,m3,23,439.65,1.01,,,,23.00,439.65,1.01,工程量、综合单价差异,,

4,中粗砂封堵,m3,691,158.79,10.97,1064.00,162.26,17.26,-373.00,-3.47,-6.29,工程量、综合单价差异,,

5,钻洞顶灌砂孔,m,1430,92.44,13.22,2207.00,92.44,20.40,-777.00,,-7.18,工程量差异,,

五,交通工程,,,,,,,,,,,,,

1,M7.5浆砌石排水沟,m3,800,259.04,20.72,800.00,288.82,23.11,,-29.78,-2.39,综合单价差异,,

2,1：2水泥砂浆抹面,m3,5000,13.53,6.77,5000.00,16.87,8.44,,-3.34,-1.67,综合单价差异,,

3,C25砼路面（厚25cm）,m2,8000,98.34,78.67,8000.00,102.44,81.95,,-4.10,-3.28,综合单价差异,,

4,沥青木板分缝,m2,300,100.48,3.01,300.00,129.23,3.88,,-28.75,-0.87,综合单价差异,,

六,房屋建筑及管理配套设施,,,,,,,,,,,,,

1,屋面防水拆除,m2,1200,5.00,0.60,1200.00,10.00,1.20,,-5.00,-0.60,综合单价差异,,

Ⅲ,金属结构设备安装费,,,,,,,,,,,,,

1,DN1600钢管制作安装（δ=8）,t,84.02,15129.07,127.11,100.87,15172.55,153.05,-16.85,-43.48,-25.94,工程量、综合单价差异,,

2,50KN手电两用螺杆启闭机,台,4,2967.35,1.19,4.00,2480.44,0.99,,486.91,0.20,综合单价差异,,

Ⅳ,施工临时工程,,,,,,,,,,,,,

1,DN1000mm导流钢管（壁厚8mm，长50m）,t,10.44,16940.36,17.69,19.88,16997.61,33.79,-9.44,-57.25,-16.10