实际完成工程量分项统计表

1、畹町经济开发区弄弄水库除险加固工程工程完成量统计表合同编号：DHZWD-NNSK-SG-01工程名称:畹町经济开发区弄弄水库除险加固工程序号工程部位名称单位计算公式（依据）完成量备注1土土方方开开挖挖m34840.131.10+160.30+240上游坝坡M7.5浆砌石堵头土方开挖m3V挖=79.7(0.5+1.3)/21.25=90m390.001.20+0000+160.3上游坝坡M7.5浆砌石堵头土方开挖m3V挖=160.3(0.5+1.3)/21.25=180m3180.001.3上游坝坡左坝肩M7.5浆砌石堵头土方开挖m3V挖=(0.5+0.98)0.8/234=20.13m320.

2、131.4涵洞消力池基坑土方开挖m3V挖=(8.56)+(1512.5)/26.5=775.13m3775.131.5排水棱体基础土方开挖m32027.902027.901.6排水棱体基础加深土方开挖m31287.201287.201.7排水棱体基础软基置换土方开挖m2V挖=903.23=290.7m3290.701.8下游坝坡排水沟土方m3V挖=0.54米2313.1米=169.07m3169.072坝坝坡坡修修整整m39624.992.1上游坝坡坡面修整m3V=(6+7)/20.6+(7+12.3)/20.6+(12.3+22.3)/20.6+22.31000.3+2022.3/20.61

3、.118=2129.79m32129.792.2下游游坝坡表土清除量m3附：断面图和计算式3191.072.3下游游坝坡坡面修整m3附：断面图和计算式3891.032.4排水棱体坝坡风化料回填工程量m3 V=904.59m=413.1m3413.103砂砂垫垫层层m3V=902.67m=240.30m3240.304碎碎石石垫垫层层m3V=902.59m=233.1m3233.105排排水水棱棱体体干干砌砌石石m3V=9019.81m=1782.9m31782.906碎碎石石垫垫层层m3V=(159.23+102.47)3.20.3=251.23m3251.237混混合合垫垫层层m3V=(25

4、52.39+2243.83)m20.2m=959.24m3959.248干干砌砌石石拆拆除除V=(2552.39+2243.83)m20.3m=1438.87m31438.879浆浆砌砌石石m3467.839.1上游坝坡M7.5浆砌石堵头m3V浆砌石=(1+1.25)0.5/2240=135m3135.009.2上游坝坡左坝肩M7.5浆砌石堵头m3V浆砌石=0.50.834=13.6m313.609.3排水棱体排水沟浆砌石m3V浆砌石=0.6390=56.7m356.709.4排水棱体坝脚岔排水沟浆砌石修补m3V浆砌石=0.80.422.5=1.6m31.609.5排水棱体坝脚排水沟浆砌石堵头

5、m3V浆砌石=（2.8+1.4)*0.9/2*0.8(长）=1.6m31.609.6029.0-216.3溢洪道沟身浆砌石加高m3V浆砌石=187.30.5(0.7+0.5)=112.38m3112.389.7下游坝坡排水沟m3V浆砌石=0.45米2313.1米=140.90m3140.909.8防浪墙（启闭房）处浆砌石封堵m3V浆砌石=3.57m（长）10.5=1.79m31.799.9000.0-005.1溢洪道沟身浆砌石加高V浆砌石=（0.3+0.6）0.326.5+0.53.270.52+(0.1+0.77)222=4.26m34.2610C15C15混混凝凝土土m3211.7810.

6、1上坝踏步C15混凝土m3V砼=0.20.625.042+0.20.51.256+0.20.421.255=15.37m315.3710.2下游坝面网格C15混凝土m3V砼=3472.15m(网格总长）0.20.2=138.89m3138.8910.3下游坝坡踏步C15混凝土m3V砼=0.20.624.932+0.20.51.2560.20.421.2550.20.67.5220.20.61.2140.20.521.213+1.60.90.2=21.33m321.3310.4溢洪道底板C15混凝土029.0-216.3m3V砼=187.30.11.4=26.22m326.2210.5溢洪道底板

7、C15混凝土0.0-029.0m3V砼=(6.5+2)5.12+223.90.1=6.95m36.9510.6消力池C15混凝土垫层m3V-C15混凝土垫层=5.55.50.1=3.02m33.0211草草皮皮护护坡坡m2S=【（22.3+1.94）124.312+22.334.45+2.9422.32+22.391.25+10132】cos26.565+790cos21.875=5606.64m25606.6412C15C15预预制制混混凝凝土土块块m3V=(2552.39+2243.83)m20.1m=479.62m3479.6213沉沉陷陷位位移移观观测测点点个观测平面布置图2.0014

8、工工作作基基点点个观测平面布置图2.0015校校核核基基点点个观测平面布置图2.0016浸浸润润线线观观测测孔孔个大坝观测横断面图3.0017水水位位观观测测设设施施套大坝观测横断面图1.0018量量水水堰堰个大坝观测横断面图1.0019钻钻孔孔进进尺尺坝坝土土m详细见帷幕灌浆工程量明细表1653.3220钻钻孔孔进进尺尺基基岩岩m详细见帷幕灌浆工程量明细表1363.8821灌灌浆浆进进尺尺坝坝土土m详细见帷幕灌浆工程量明细表1255.0022灌灌浆浆进进尺尺基基岩岩m详细见帷幕灌浆工程量明细表1441.9623检检查查孔孔进进尺尺m详细见检查孔工程量明细表300.410C20C20混混凝凝土

9、土m3113.9610.1消力池C20混凝土m3VC20混凝土=5.155.45+2.422-(0.7+2.74)/21.165-3.83.92.96-(1.63.9)/21.33.8-30.40.4-0.60.40.4=79.3m379.310.2启闭拉杆支墩C20混凝土m3V支墩混凝土=1.21.21.26+0.60.6(1.54+1.35+1.97+1.59+2.01+2.33)=14.25m314.2510.3启闭室基础C20混凝土m3VC20混凝土=(1.581+2.820.70.12.040.140.24)2.4814.620.21.34(1.041.34)0.622=20.41m

10、320.4111交交通通桥桥C20C20混混凝凝土土m3VC20砼=4.3+40.2=3.44m33.4412钢钢筋筋制制安安t11.33812.1消力池钢筋制安t消力井配筋图9.612.2启闭室基础钢筋制安t启闭机室结构、配筋图0.9512.3溢洪道交通桥钢筋制安t溢洪道布置图0.78813模模板板m21861.0613.1消力池模板m2S模板=2.355+2.355+0.75+4.35+2.75+0.755+2.423+1.63.8+2.643.8+2.963.8+3.93.8+2.73.8+0.753.8+(1.6+3.9)/21.32+3.92.962+(2.35+5.1)/21.15

11、2+4.35.12=218.1218.113.2启闭室基础模板m2S模板=(1.51+2.820.70.12.040.140.24)21.72.48（0.2+0.67）2=13.38m213.3813.3启闭拉杆支墩模板m2S支墩模板=1.21.246+0.64(1.54+1.35+1.97+1.59+2.01+2.33)=60.46m60.4613.4上坝踏步模板m2S模板=0.625.044+0.21.256=73.54m273.5413.5下游坝坡踏步模板m2S模板=0.624.934+0.21.256+0.67.5240.21.2130.90.22=94.8m294.813.6草皮网格

12、模板m2S模板=3472.15m(网格总长）0.22=1388.86m21388.8613.7交通桥模板m2S模板=4.32+（4.3+4）20.2=11.92m211.9214浆砌石拆除m3V=长88米宽0.5米高0.6米=26.40m326.415钻孔进尺坝土m详细见固结灌浆工程量明细表588.4016固结灌浆m详细见固结灌浆工程量明细表534.4017闸体t0.7518埋件t1.919启闭机台1新 增 工 程 量1消力池围堰m3详见基坑围堰支护502消力池基础置换m3V毛块石垫层=6.56.00.5=19.5m319.53抽水台班WQ15-40-5.5台班详见抽水台班记录表附表1538（

13、台班）1004抽水台班WQ15-20-2.2台班详见抽水台班记录表附表304（台班）505启闭机室m2S=4.862.48+(0.34.86+0.33.08)22=14.43m214.43套建筑面积6029.0-216.3溢洪道浆砌石抹面m2S抹面=190.6（0.5+1.6)2=800.52800.5270.000-029.0溢洪道浆砌石抹面m2S抹面=(0.5+0.95)25.1+(0.5+2)24.3(0.5+1.8)210+(0.5+1.35)29.6=117.81m2117.818排水棱体基础置换m3附：断面图和计算式290.79补气管mL=1.3+22.3+2.9=27m27（219*209）10拦污栅个1.2*1.8*0.5111老启闭室拆出m2S=2.53.80.3(3.14.4)=13.5913.5912上坝踏步MU30青砖砌踏步m3V砖=（0.240.6+0.240.3）+（0.240.2740.240.2