小区室外景观工程量计算书.xls
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1、工 程 量 计 算 表 工程名称:小区室外景观工程2016年3月24日编号分项工程名称单位计 算 式数值工程量位置说明1说明2砼道路m28300.61详图11总面积m216894.44-251.62-37.216605.62所减部分为2#东北向东两路未干各门口路面m26.11*4+4.51*4+3.61*8+8.58*8+4.79*8+1.6*8+24.3215.42扣各绿化及停车位面积m2-437.03-1101.97-901.61-1090.25-691.41-453.55-1087.13-890.22-1063.52-803.74-8520.43 1-1 挖运土方m35810.42758
2、10.435810.431-2 500厚碎石垫层m28300.618300.618300.611-3 200厚C30砼路面m28300.618300.618300.611-4 割缝m1494.10981494.111494.112车行花岗岩铺装m232.4*4+333.763+13.98+90.86+341.64+90.81000.64详图22-1 挖运土方m3420.27006420.27420.272-2 150厚碎石垫层m21000.641000.641000.642-3 200厚C25砼垫层m21000.641000.641000.642-4 30厚1:3水泥砂浆结合层m21000.6
3、41000.641000.642-5 40厚花岗岩板m21000.641000.641000.643人行花岗岩铺装m223.44+22.6+63.25+63.3+63.25+63.25299.091#+2#+6#详图33-1 挖运土方m371.781671.7871.783-2 80厚碎石垫层m2299.09299.09299.093-3 100厚C15砼垫层m2299.09299.09299.093-4 30厚1:3水泥砂浆结合层m2299.09299.09299.093-5 30厚花岗岩板m2299.09299.09299.094花岗岩台阶m20.7*(60.58*2+4.0*2*2)96
4、.011#2#前后详图44-1 挖运土方m314.401814.4014.404-2 150厚碎石垫层m296.0196.0196.014-3 100厚C15砼垫层m296.0196.0196.014-4 C15砼台阶m314.4014.4014.404-5 30厚1:3水泥砂浆结合层m296.0196.0196.014-6 30厚花岗岩板m296.0196.0196.015120*250*1000五莲灰火烧面直路沿石m2652-271.32380.702380.70详图55-1 挖运土方m3222.59545222.60222.605-2 400厚碎石垫层m3161.89161.89161.
5、895-3 100厚C20砼垫层m3135.70135.70135.700.04是背靠砼面积第 1 页,共 41 页5-4 50厚1:3水泥砂浆结合层m2285.68285.68285.686120*250*1000五莲灰火烧面弯路沿石m271.3271.30271.306-1 挖运土方m325.3665525.3725.376-2 400厚碎石垫层m318.4518.4518.456-3 100厚C20砼垫层m315.4615.4615.460.04是背靠砼面积6-4 50厚1:3水泥砂浆结合层m232.5632.5632.567200*100*60黄色耐火砖m2(51.6*2+5.5*22
6、+7.5*2+5.5*4+60.1*2+5.5*25+(5+7.6+27.6+10.1)*2+5.5*24+(10.1+30.2+5.1*5)*2+5.5*24+(50*2+5.3*21)*2+(52.5*2+5.3*22)*2+(51.6*2+5.3*22)+(51.2*2+5.3*22)+(52.5*2+5.3*22)*2+(51.7*2+5.3*22)*1+(22.5+20)*2+5.3*19+1.5*12+5.4*24)*0.2663.24停车位7-1 挖运土方m3364.782364.78364.787-2 350厚碎石垫层m2663.24663.24663.247-3 150厚C3
7、0砼垫层m2663.24663.24663.247-4 50厚1:3水泥砂浆结合层m2663.24663.24663.248200*100*60红色烧结砖m3274.8+281.1+230.5+231.1+224.5+224.4+235.7*2+231.3+229.1+235.8+235.6+232.5+190.2+92.1+337.1+10.8*384131.90停车位10.8*38为签证8-1 挖运土方m32272.5452272.552272.558-2 350厚碎石垫层m24131.904131.904131.908-3 150厚C30砼垫层m24131.904131.904131.9
8、08-4 50厚1:3水泥砂浆结合层m24131.904131.904131.909挡墙7m6.09+9.7+6.0921.883#楼东侧墙高350深度见签证1-1 人工挖土方m310.30985610.31150厚碎石垫层m32.494322.49100厚C15砼垫层m31.225281.23垫层模板m24.3764.38M5水泥砂浆砖基础m32.2711442.27M5水泥砂浆240砖墙m30.24*0.35*21.881.8420厚1:2.5水泥砂浆抹灰m2(0.35*2+0.24)*21.8820.57土方回填m34.324.3210挡墙8m1.08+0.83+12.4+0.4814.
9、794#楼西侧墙高400深度见签证1-1 人工挖土方m36.9690486.97150厚碎石垫层m31.686061.69100厚C15砼垫层m30.828240.83垫层模板m22.9582.96M5水泥砂浆砖基础m31.5352021.54M5水泥砂浆240砖墙m30.24*0.4*14.791.42第 2 页,共 41 页20厚1:2.5水泥砂浆抹灰m2(0.4*2+0.24)*14.7915.38土方回填m32.922.9211挡墙9m1.15+0.99+12.4+0.4815.026#楼西侧墙高550深度见签证1-1 人工挖土方m37.0774247.08150厚碎石垫层m31.71
10、2281.71100厚C15砼垫层m30.841120.84垫层模板m23.0043.00M5水泥砂浆砖基础m31.5590761.56M5水泥砂浆240砖墙m30.24*0.55*15.021.9820厚1:2.5水泥砂浆抹灰m2(0.55*2+0.24)*15.0220.13土方回填m32.962.9612有压顶挡墙m68.2668.265#楼南侧0.775 高度见签证1-2 人工挖土方m332.16411232.160.813333333150厚碎石垫层m37.781647.78100厚C15砼垫层m33.822563.82垫层模板m213.65213.65M5水泥砂浆砖基础m37.08
11、53887.09M5水泥砂浆240砖墙m30.24*(0.77-0.38)*68.266.3920厚1:2.5水泥砂浆抹灰m2(0.77*2+0.24)*68.26121.50土方回填m313.4713.47C30砼压顶梁m36.2253126.23圈梁模板m251.877651.8813有压顶挡墙m67.267.206#楼南侧0.8 高度见签证1-2 人工挖土方m331.6646431.66150厚碎石垫层m37.66087.66100厚C15砼垫层m33.76323.76垫层模板m213.4413.44M5水泥砂浆砖基础m36.975366.98M5水泥砂浆240砖墙m30.24*(0.8
12、-0.38)*67.26.7720厚1:2.5水泥砂浆抹灰m2(0.8*2+0.24)*67.2123.65土方回填m313.2713.27C30砼压顶梁m36.128646.13圈梁模板m251.07251.0714挡墙m29.529.504#6#楼东侧墙高900深度见签证1-3人工挖土方m313.900413.90150厚碎石垫层m33.3633.36第 3 页,共 41 页100厚C15砼垫层m31.6521.65垫层模板m25.95.90M5水泥砂浆砖基础m33.06213.06M5水泥砂浆240砖墙m36.3726.3720厚1:2.5水泥砂浆抹灰m260.1860.18土方回填m3
13、5.825.8215挡墙m24.524.504#2#楼东侧墙高950深度见签证1-3人工挖土方m311.544411.54150厚碎石垫层m32.7932.79100厚C15砼垫层m31.3721.37垫层模板m24.94.90M5水泥砂浆砖基础m32.54312.54M5水泥砂浆240砖墙m35.5865.5920厚1:2.5水泥砂浆抹灰m252.4352.43土方回填m34.844.8416挡墙m24.550.502#楼前停车位墙高300深度见签证1-4人工挖土方m323.795623.80150厚碎石垫层m35.7575.76100厚C15砼垫层m32.8282.83垫层模板m210.1
14、10.10M5水泥砂浆砖基础m35.24195.24M5水泥砂浆240砖墙m33.6363.6420厚1:2.5水泥砂浆抹灰m242.4242.42土方回填m39.979.9717挡墙m24.550.005#楼前停车位墙高350深度见签证1-4人工挖土方m323.5623.56150厚碎石垫层m35.75.70100厚C15砼垫层m32.82.80垫层模板m21010.00M5水泥砂浆砖基础m35.195.19M5水泥砂浆240砖墙m34.24.2020厚1:2.5水泥砂浆抹灰m24747.00土方回填m39.879.87m3m2m3第 4 页,共 41 页m2m3m2m3m2m3m2m3m3
15、m2m3m2m3m2m3m2m3m2第 5 页,共 41 页钢 筋 工 程 量 计 算 表 工程名称:小区室外景观工程序号构件名称编号等级直径根数计算式根数筋长计算式m单根长度件数重量kg备注焊接5#楼南侧有压顶挡墙3104468.2668.261168.4663G668.2/0.2+1342(.24+.38)*21.24194.1976#楼南侧有压顶挡墙3104467.267.201165.8503G667.2/0.2+1337(.24+.38)*21.24192.8203120000.0010.0003120000.0010.0003120000.0010.0003120000.0010.
16、0003120000.0010.0003120000.0010.0000000.000.0000000.000.0000000.000.0000000.000.0000000.000.0000000.000.0000000.000.000小计521.3316的钢筋分类合计60.0006的钢筋分类合计箍筋3G6187.0166的钢筋分类合计拉结筋3LJ60.0006.5的钢筋分类合计6.50.0008的钢筋分类合计80.0008的钢筋分类合计箍筋3G80.00010的钢筋分类合计10334.31510的钢筋分类合计箍筋3G100.00012的钢筋分类合计3120.00014的钢筋分类合计3140
17、.00016的钢筋分类合计160.00018的钢筋分类合计180.000第 6 页,共 41 页20的钢筋分类合计200.00022的钢筋分类合计220.00025的钢筋分类合计250.00028的钢筋分类合计280.00032的钢筋分类合计320.000合计直径10以下的钢筋10521.331合计直径10以上的钢筋100.000合计521.331平方米钢筋含量0.03116的焊接分类合计160.00018的焊接分类合计180.00020的焊接分类合计200.00022的焊接分类合计220.00025的焊接分类合计250.00028的焊接分类合计280.00032的焊接分类合计320.000钢
18、 筋 工 程 量 计 算 表 工程名称:小区室外景观工程序号构件名称编号等级直径根数计算式根数筋长计算式m单根长度件数重量kg备注焊接第 7 页,共 41 页第 8 页,共 41 页安装工程(雨水)工程名称:小区室外景观工程2016年3月24日序号分项名称型号规格单位计算式(m)数值构件埋深(m)位置说明1DN300HDPE波纹管m00.001.1 Y12双箅雨水口(深900mm)座22.003DN200UPVC排水管m7.1+4.711.804DN300HDPE波纹管m34.2534.251.35 Y25单箅雨水口(深900mm)座22.006DN200UPVC排水管m1+45.007DN3
19、00HDPE波纹管m31.2131.211.19 Y38单箅雨水口(深900mm)座22.009DN200UPVC排水管m1+3.24.2010DN300HDPE波纹管m33.6333.631.09 Y411单箅雨水口(深900mm)座22.0012DN200UPVC排水管m1+45.0013DN300HDPE波纹管m35.1235.121.08 Y514单箅雨水口(深900mm)座22.0015DN200UPVC排水管m5.6+4.29.8016DN300HDPE波纹管m21.6721.671.24 Y617单箅雨水口(深900mm)座22.0018DN200UPVC排水管m1.9+1314
20、.9019DN300HDPE波纹管m13.43+7.320.731.39 Y720单箅雨水口(深900mm)座11.0021DN200UPVC排水管m1.31.3022DN110UPVC排水管m5.25.201.1 Y823单箅雨水口(深900mm)座11.0024DN200UPVC排水管m2727.0025DN300HDPE波纹管m5.35.301.13 Y926DN110UPVC排水管m5.35.3027DN300HDPE波纹管m88.001.17 Y1028DN110UPVC排水管m5.35.3029DN300HDPE波纹管m16.616.601.24 Y1130DN110UPVC排水管
21、m6.8+5.212.0031DN200UPVC排水管m1.31.3032单箅雨水口(深900mm)座11.0033DN300HDPE波纹管m8.38.301.29 Y1234DN110UPVC排水管m5.35.3035DN300HDPE波纹管m9.19.101.18 Y13第 9 页,共 41 页36DN200UPVC排水管m55.0037单箅雨水口(深900mm)座11.0038DN300HDPE波纹管m8.98.901.03 Y1439DN110UPVC排水管m4.94.9040DN300HDPE波纹管m1414.001.05 Y1541DN110UPVC排水管m7.4+4.912.30
22、42DN300HDPE波纹管m12.612.601.04 Y1643DN110UPVC排水管m7.4+4.912.3044DN300HDPE波纹管m1313.001.03 Y1745DN110UPVC排水管m7.4+4.912.3046DN300HDPE波纹管m8.38.301.03 Y1847DN110UPVC排水管m4.94.9048DN200UPVC排水管m1414.001.1 Y19a49单箅雨水口(深900mm)m11.0050DN110UPVC排水管m4.54.5051DN300HDPE波纹管m3.63.601.11 Y1952DN110UPVC排水管m4.54.5053DN300
23、HDPE波纹管m13.113.101.14 Y2054DN110UPVC排水管m5.6+4.510.1055DN300HDPE波纹管m12.612.601.17 Y2156DN110UPVC排水管m5.6+4.510.1057单箅雨水口(深900mm)座11.0058DN200UPVC排水管m2.52.5059DN300HDPE波纹管m13.813.801.21 Y2260DN110UPVC排水管m5.6+4.510.1061DN300HDPE波纹管m10.810.801.23 Y2362单箅雨水口(深900mm)座11.0063DN200UPVC排水管m33.0064DN300HDPE波纹管
24、m16.316.300.95 Y2465DN110UPVC排水管m5.4+4.29.6066DN300HDPE波纹管m13.413.400.99 Y2567DN110UPVC排水管m5.4+4.29.6068DN300HDPE波纹管m12.812.801.06 Y2669单箅雨水口(深900mm)座11.0070DN200UPVC排水管m2.22.2071DN110UPVC排水管m4.24.2072DN300HDPE波纹管m13.813.801.13 Y2773DN110UPVC排水管m5.4+4.29.6074DN300HDPE波纹管m11.1+5.616.701 Y285.6是Y7Y28之
25、间管75单箅雨水口(深900mm)座22.0076DN200UPVC排水管m5+5.810.8077DN200UPVC排水管m11+1021.001.1 Y29第 10 页,共 41 页78单箅雨水口(深900mm)m22.0079DN300HDPE波纹管m14.1114.111.14 Y3080DN110UPVC排水管m7.3+5.112.4081DN300HDPE波纹管m12.812.801.16 Y3182DN110UPVC排水管m7.3+5.112.4081DN300HDPE波纹管m77.001.17 Y3282DN110UPVC排水管m5.15.1016单箅雨水口(深900mm)座1
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