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1、xx臨建工程量核對表序號項目名稱單位計算式結果備注一施工便道(總包辦公區以東)1場地平整m27.5*(85.5+30+12+49.5)1327.502土方開挖m3(85.5+30)*11.8*(4.58-1.985)+12*11.8*(4.58-1.985)/2+22.5*2*(4.58-1.985)+11*2.5*(4.58-1.985)+16*2.3*(4.58-1.985)4004.093回填海砂m3(85.5+30+12/2)*11.8*(4.5-0.42-1.985)+49.5*(11+3)*(4.5-0.42-1.985)-661.73+32*8.7*(4.5-1.985)+9*82、.7*(4.5-1.005)+41.7*(22.5-8.7)*(4.5-0.6)/25889.69實方量4裝載機裝土，自卸汽車運土m3(85.5+30+12/2)*11.8*0.216+49.5*(11+3)*0.216)/0.85540.435回填紅土m3(85.5+30+12/2)*11.8*0.216+49.5*(11+3)*0.216+92.2*11.8*0.186661.736施工便道鋪石m3(135+42)*7.5*0.3398.257綠化帶回填土m3135*5*0.42283.508挖淤泥m328.5*7*3.95788.039回填石m328.5*7*3.55708.2310溝渠3、二次挖淤泥m317*19*(2.3+0.9)1033.6011溝渠二次填石m317*19*2.3742.9012溝渠三次填石m341.7*(22+17.3)/2*(4.5-0.6)/2+(22+17.3)/2*18.4*(4.5-0.6)3007.9213溝渠處安裝砼涵管(DN800)m1*2020.00第 1 頁，共 18 頁二總包辦公區、傳達室(一)彩板房建筑工程1鏟車鏟運淤泥m321*5.5*1.8+23*4*1.8+20*3.5*1.8+19*5.5*1+28*5*0.5+30*7.8*1.51025.002辦公區回填海砂m332*(50+5)*(4.627-2.900)+9*(50+4、5)*(4.627-1.005)4832.413彩板房基礎人工土方m3(13.8+41+13+18.9+0.84)*2*(0.6+0.3*2)*(4.627-4.45)+(3.45+3.44+1.8*4)*(0.5+0.3*2)*(4.627-4.3)42.264彩板房基礎砼(C30)m3(13.8+41+13+18.9+0.84)*2*(0.6)*0.3+(2.1-0.3)*2+3.45)*(0.5*0.3)*2+13*0.24*0.334.575彩板房磚基礎m3(13.8+41+13+18.9+0.84)*2*0.24*0.2510.506彩板房地圈梁(C30)m3(13.8+41+13+5、18.9+0.84)*2*0.24*0.25+(2.1-0.3)*2+3.45)*0.2*0.2*211.077彩板房基礎梁鋼筋(10以外)t(41.24+14.04+19.14+13.24)*2*4+15*0.012*64+31*0.012*64)*0.888/10000.65施工單位要求計算鋼筋損耗2%8彩板房基礎梁鋼筋(10以內)t0.222*877*(0.24-0.06)*4+8*0.006*2)/10000.16施工單位要求計算鋼筋損耗3%9彩板房 預埋鐵件t(7.85*0.2*0.2*8+1.58*0.36*4)*79/10000.38施工單位要求計算鋼筋損耗1%10彩板房基礎內壁6、抹灰m2(13+18.9+3.7+13.8*2+41*2-0.24*6)*0.571.8811彩板房基礎回填砂m3(41-0.24)*(13.8-0.24)+(13-0.24)*(18.9+0.84-0.24)*(5.15-4.627)419.2012彩板房墊層(C15)m3(13-0.24)*(18.9-0.24+0.84)+(13.8-0.24)*(41-0.24)+4*4)*0.1+0.4*0.4*(0.26-0.1)*3182.55含板房內支墩31個13吊頂 U型輕鋼龍骨(辦公區)m213.8*41+13*(18.9+0.84)-28.32-(5.4*4+8.5*2+5.4*5+11.7、1*2+7.5+5.4*7+3.45*3+5.1)*0.05786.6714吊頂 硅酸鈣板 600*600(辦公區)m213.8*41+13*(18.9+0.84)-28.32-(5.4*4+8.5*2+5.4*5+11.1*2+7.5+5.4*7+3.45*3+5.1)*0.05786.67序號項目名稱單位計算式結果備注第 2 頁，共 18 頁15吊頂 U型輕鋼龍骨(衛生間)m25.4*3.3+3*3.528.3216吊頂 鋁扣板 300*300(衛生間)m25.4*3.3+3*3.528.3217地板磚 800*800m213.8*41+13*(18.9+0.84)-28.32-(5.4*8、4+8.5*2+5.4*5+11.1*2+7.5+5.4*7+3.45*3+5.1)*0.05786.67砂漿厚度4cm18地板磚 300*300m25.4*3.3+3*3.528.32砂漿厚度4cm，衛生間門、窗1不銹鋼雙扇全鋼化玻璃地彈簧門(鋼化玻璃15mm)m26.9*3.1+3.45*3.132.09辦公室大門2成品塑鋼平開內門m20.9*2.1*9+1.2*2.1*734.65辦公室內門3不銹鋼電動伸縮門m99.00辦公區大門洗臉盆1磚砌洗臉盆支座m30.5*0.75*0.12*20.092支座抹灰m20.5*0.75*3+0.12*0.75*21.313支座貼面磚m20.5*0.79、5*3+0.12*0.75*21.314洗臉盆臺面 大理石項11.005洗臉盆安裝組22.00衛生間1衛生間墊層(C15)m3(5.5+5.9+3.5-2)*1*0.11.292蹲臺砌磚m3(4.2+3.5)*0.24*0.2+(1.2-0.24)*2*7*0.24*0.21.01序號項目名稱單位計算式結果備注第 3 頁，共 18 頁3蹲臺內人工回填砂m3(4.2-0.24)*(1.2-0.24)*0.1+3.5*(1.2-0.24)*0.10.724蹲臺上墊層(C15)m3(4.2-0.24)*(1.2-0.24)*0.1+3.5*(1.2-0.24)*0.10.725蹲式大便器安裝組77.10、006掛斗式小便器安裝組44.007水龍頭安裝 DN20個66.008地漏安裝 DN50個44.009拖布池安裝組22.0010衛生間隔斷m3(3.5+1.15*3)*2+(4.2+1.15*5)*2+0.5*1*435.80臺階1平整場地m2(8.6+5.1)*3.243.84建議刪除，施工單位建議保留2臺階砼m2(8.6-0.9)+(3.2-0.45)*2)*0.9+(5.1-0.9)+(3.2-0.45)*2)*0.920.613臺階墊層C15m3(8.6-0.3*6)*(3.2-0.3*3)*0.1+(5.1-0.3*6)*(3.2-0.3*3)*0.12.324臺階回填砂1m30.211、33*8.6*3.2+0.17*(8.6-0.3*2)*(3.2-0.3)+0.17*(8.6-0.3*4)*(3.2-0.3*2)-(0.17+0.08+0.08)*0.3/2*(8.6-0.9)+(3.2-0.45)*2)*311.675臺階回填砂2m3(5.25-0.05-0.17*2-4.627)*5.1*3.2+0.17*(5.1-0.3*2)*(3.2-0.3)+0.17*(5.1-0.3*4)*(3.2-0.3*2)-(0.17+0.08+0.08)*0.3/2*(5.1-0.9)+(3.2-0.45)*2)*36.306臺階上地面(花崗巖)m2(8.6-0.3*6)*(3.2-12、0.3*3)+(5.1-0.3*6)*(3.2-0.3*3)23.23砂漿厚度3cm7臺階(花崗巖)m2(8.6-0.9)+(3.2-0.45)*2)*0.9+(5.1-0.9)+(3.2-0.45)*2)*0.920.61序號項目名稱單位計算式結果備注第 4 頁，共 18 頁上下水、電氣1明敷PVC 20管m1100+401140.00包括傳達室2塑料線槽 50*25m850850.003管內穿線BV-500-1*2.5mm2m23502350.004管內穿線BV-500-1*4mm2m5050+1205170.005配電箱安裝 明裝 半周長1100mm個33.006配電箱安裝 明裝 半周長13、530mm個22.007明裝普通接線盒個90+7+23+101+23+2+10256.008半扁罩吸頂燈安裝(帶32W熒光燈)DN350個77.009嵌入式熒光燈安裝 三管個9090.0010投光燈套44.0011安全指示燈套1010.0012單相板式開關套23+2+1035.0013單相明插座 15A 五孔套101101.0014單相明插座 15A 三孔套2323.0015單相地插 15A 五孔套88.0016安裝軸流排氣扇臺22.00序號項目名稱單位計算式結果備注第 5 頁，共 18 頁17動力柜 XL-21 高1.7m臺11.0018塑料給水管 DN50m6464.0019塑料給水管 D14、N40m1212.0020塑料給水管 DN32m66.0021塑料給水管 DN25m4444.0022塑料給水管 DN20m3636.0023承插塑料排水管DN110m23+10+740.00包括板房、臺階、圍墻、化糞池24承插塑料排水管DN50m1010.0025球閥 PPR DN50個11.0026球閥 PPR DN25個22.00(二)院內建筑工程圍墻1圍墻人工挖土m3(8-0.12+(33.54+1.8-5.9-7-0.53)+1.5)*(0.44+0.3*2)*0.413.022圍墻基礎墊層C15m3(8-0.12+33.54+1.8-5.9-7+1.5-0.53)*(0.44)*015、.11.383圍墻柱墩砼(C30)m30.3*0.3*0.24*110.244圍墻基礎砌磚m3(8-0.12+(33.54+1.8-5.9-7-0.53)+1.5)*0.24*0.32.25序號項目名稱單位計算式結果備注第 6 頁，共 18 頁5圍墻砌磚m3(8-0.12+(33.54+1.8-5.9-7-0.53)+1.5)*0.24*0.4-0.242.766鐵藝圍欄m2(8-0.12+35.34-12.9+2.2-0.53)*1.444.79外墻1外墻抹灰m2(8-0.12+(35.45-5.9-7-0.53)+1.5+18.9+13.8+0.84+41.24+4.25*2)*2*0.516、114.682外墻貼磁磚m2(8-0.12+35.45-13+1.5+32.7+0.84+41.24+4.25*2)*2*0.5-(32.7+0.84)*0.598.34伸縮門、旗桿臺1門、旗桿人工土方m35.9*(0.875+0.7+0.3*2)*(4.627-4.1)+(0.73+0.3*2)*0.73*(4.627-4.1)+3*(1+0.3*2)*(4.627-3.95)10.522門基礎墊層C15m3(0.875+0.7)*5.9*0.10.933門基礎砌磚量m3(0.2*(4.8-4.1-0.1)+0.4*(4.8-4.1-0.1)*5.9+0.875*(4.8-4.1-0.1)*17、0.24+0.53*0.53*(4.8-4.1-0.1)2.424門墻砌磚量(0.2*1.7+0.4*0.4+(0.4+0.2)/2*1.3)*5.9+0.875*1.7*0.24+0.53*0.53*26.175門、旗桿磚墻抹灰m2(0.4+1.5+(1.3+0.4+0.15)*2*5.9+(0.875+0.2*2)*5.9+1.4*1.85*2+0.53*2*4+(3+1*2)*0.45+3*166.446門、旗桿貼面磚m2(0.4+1.5+(1.3+0.4+0.15)+1.275)*5.9+1.4*1.85+0.53*2*4+(3+1*2)*0.45+3*141.737旗桿預埋件t(7.18、85*0.2*0.2*10+1.5*4*1.58)*3/10000.048旗桿臺砼C30m33*1*1.33.9010伸縮門預制蓋板砼(C30)m3(0.875+0.2+0.2)*5.9*0.151.13序號項目名稱單位計算式結果備注第 7 頁，共 18 頁11預制構件鋼筋(12)t1.25*6*12*0.888/10000.0812預制構件鋼筋(6)t0.45*6*12*0.222/10000.0113304不銹鋼旗桿m10*2+10.5*130.50傳達室1傳達室基礎人工挖土方m34*4*(0.6+0.3*2)*0.59.602傳達室條形基礎(C30)m34*4*0.6*0.32.883傳19、達室基礎回填砂m3(4.0-0.24)*(4.0-0.24)*(5.15-4.627)7.394傳達室磚基礎m34*4*0.24*0.51.925傳達室地板磚 800*800m2(4-0.24)214.146傳達室 U型輕鋼龍骨m2(4-0.24)214.147傳達室硅酸蓋板吊頂 600*600m2(4-0.24)214.148傳達室臺階砌磚m31.5*0.36*0.5+0.15*0.060.289傳達室臺階抹灰m21.5*0.3*20.90院地面1院地面平整場地m2(33.54+1.8-0.12-0.5)*(41+8-0.24)-13.8*41-13*19.74-4.24*4.24-3*1-20、8.6*3.2-5.1*3.2805.712院地面原土碾壓m2(33.54+1.8-0.12-0.5)*(41+8-0.24)-13.8*41-13*19.74-4.24*4.24-3*1-8.6*3.2-5.1*3.2805.71建議刪除，施工單位建議保留3辦公區砼地面 厚150mm(C30)m2(33.54+1.8-0.12-0.5)*(41+8-0.24)-13.8*41-13*19.74-4.24*4.24-3*1-8.6*3.2-5.1*3.2805.71序號項目名稱單位計算式結果備注第 8 頁，共 18 頁散水1原土打夯 散水m2(35.45*2+(41+8)+0.6*2)*0.621、72.662砼散水 寬度600mm 厚100mm(C30)m2(35.45*2+(41+8)+0.6*2)*0.672.66排水溝1排水溝人工挖土方m3(35.45-0.5+41)*0.6*0.3515.952排水溝砌磚m3(35.45-0.5+41)*0.24*0.59.113排水溝抹灰m2(35.45-0.5+41)*(0.5+0.24)56.204排水溝墊層砼(C30)m3(35.45-0.5+41)*0.3*0.12.28化糞池圖集02S701，2號1挖土方m3(5.38+2*0.3+(1.7+1.1+0.1)*0.75)*(1.89+2*0.3+(1.7+1.1+0.1)*0.75)22、*(1.7+1.1+0.1)+0.752*2.93/3114.903墊層砼(C15)m35.38*1.89*0.11.024基礎砼(C30)m3(5.38-2*0.1)*(1.89-2*0.1)*0.21.755回填土m3114.9-1.02-1.75-4.98*1.49*(1.7+1.1+0.1)90.616基礎鋼筋10以上t(1.75*70+5.24*24)*0.617/10000.157中部圈梁砼(C30)m3(4.98+1.49-0.37*2)*0.25*0.37*2+(1.49-0.37*2)*0.24*0.251.118砌磚m3(4.98-0.37*2+1.49)*0.37*2.423、*2+(1.49-0.37*2)*0.24*2.4-1.19.51蓋板全部為預制蓋板，頂部圈梁更改為砌磚9中部圈梁鋼筋(10以上)t(2.26*8+1.62*8)*0.888+5.11*8*0.888+5.89*8*1.21+(1.77*6+1.5*8)*0.888)/10000.14序號項目名稱單位計算式結果備注第 9 頁，共 18 頁10中部圈梁鋼筋(10以下)t(1.11*68*0.395+0.85*5*0.222+1.21*8*0.395)/10000.0311預制頂板砼(C30)m34.98*1.49*0.21.48上部全為預制蓋板13預制頂板鋼筋(10以上)t(4.98-2*0.024、3)*32+1.43*102)*0.888/10000.2714內壁抹灰m23*0.75+1*0.75+(3+0.75+1+0.75)*2*(1.1+1.7-0.2*2)29.4015化糞池砼成品蓋板700個22.00其他項目1上水閥門井零星砌磚m3(0.75+0.5)*2*0.12*0.50.152上水閥門井預支蓋板m30.87*0.62*0.120.063上水閥門井抹灰m2(0.38+0.63)*2*0.51.014辦公區直埋電纜 人工挖土方m30.5*0.7*(150+100)87.50施工單位認為如果套用土建定額，需計取開挖及回填量，如果套用電氣定額則只需計取開挖量5噴淋、燈塔直埋電纜25、挖土方m31.2*1.5*340612.00施工單位認為如果套用土建定額，需計取開挖及回填量，如果套用電氣定額則只需計取開挖量三貝雷橋1挖淤泥m3(7.4+1.5*2+(2+3.7)*1)*(2.4+2+1.5*2+(2+3.7)*1)*(2+3.7)+(2+3.7)3/3+(7.4+3+3.7)*(2.4+3+3.7)*(3+3.7)+12*(3+3.7)3/32223.85簽證T0004,施工單位認為應再計二次倒運序號項目名稱單位計算式結果備注第 10 頁，共 18 頁2砌毛石擋土墻 干砌（不包括材料）m3(7.4+1.5*4+(2+2.2)*1)*(2.4+2+1.5*4+(2+2.2)26、*1)*(2+2.2)+12*(2+2.2)3/3-(7.4+1.5*2+(2+2.2)*1)*(2.4+2+1.5*2+(2+2.2)*1)*(2+2.2)+12*(2+2.2)3/3)367.92簽證T00043填毛石擠淤泥m3(7.4+1.5*2+1.5*1)*(2.4+2+1.5*2+1.5*1)*1.5+12*1.53/3+(7.4+3.5*1)*(2.4+3.5*1)*3.5+12*3.53/3399.37簽證T00044毛石材料費m3(7.4+3.5*1)*(2.4+3.5*1)*3.5+12*3.53/3239.38簽證T00045貝雷橋墊層砼(C10)m37.6*2.6*0.27、1*23.956貝雷橋基礎砼(C30)m37.4*2.4*1.2*242.627基礎鋼筋10以上t(7.3*17*2+2.3*50)*3.85+(1.7*(17+50)*2+2.3*50)*2.47)*2)/10004.498柱子鋼筋10以上t(4.2+12*0.02*2)*12*3*2.47+(6.2+12*0.02*2)*12*3*2.47)/10001.019柱子鋼筋10以下t2.2*240*0.395/10000.2110柱子砼(C30)m30.6*0.6*(3+5)*38.6411柱子預埋件t(7.85*0.4*0.4*10+0.76*9*2.47)*10/10000.29四辦公區電28、氣工程1直埋電纜鋪砂蓋磚m150+100250.002敷設電纜YJLV-3*185+2*95m150150.003敷設電纜YJV-3*35+2*16m9090.004敷設電纜YJV-4*16m3030.005敷設電纜YJV-4*10m100100.00序號項目名稱單位計算式結果備注第 11 頁，共 18 頁63*185+2*95電纜頭制作安裝個22.0073*35+1*16電纜頭制作安裝個66.0084*16電纜頭制作安裝個22.0094*10電纜頭制作安裝個22.0010安裝鐵槽盒t7.85*(0.1*4)*6*1.5/10000.03五排水管道1挖土方(一類土)m3(1.3+0.6+0.529、+0.6)/2*0.75+1.5)*150*(1.3+0.6+0.5+0.6)/2+3.14/3*2*(1+0.1+0.3)2+(1.4+2*0.75)2+(1+0.1+0.3)*(1.4+2*0.75)+3.14/3*2.8*(1+0.1+0.3)2+(1.4+2.8*0.75)2+(1+0.1+0.3)*(1.4+2.8*0.75)676.842挖土方(三類土)m3(2-0.2+0.6+0.3)*0.45+1.5)*50*(2-0.2+0.6+0.3)+(1.5+(1+0.5)*0.45)*8*(1+0.5)392.633回填土方m3676.85+392.63-3.14*0.3*0.3*(30、150+50)1012.966鋼筋砼管600m5050.007鋼筋砼管500m88.008PE波紋排水管m150150.009直徑2米圓形水箱t7.85*(3.14*1*1*2+3.14*2*3)*8*2/10003.1610水箱底墊層(C15)m33.14*1.1*1.1*0.1*20.76序號項目名稱單位計算式結果備注第 12 頁，共 18 頁六噴淋改造工程量工程部現場確認單1平整場地m22.2*2.2*2+5*534.682焊接鋼管273*8 PN1.6m146146.003焊接鋼管219*6 PN1.6m12+2840.004焊接法蘭個44.005噴砂除銹m23.14*(0.273*131、46+0.219*40)152.666管道防腐(五油一布)m23.14*(0.273*146+0.219*40)152.667管道土方m3(146+40)*1.6*1.85550.568中間工作坑土方m32*1.6*0.8*1230.729兩頭工作坑挖土方m34*4*1.6*251.2010噴淋支墩挖土方m3(5+0.3*2+0.75*3.1)2*3.1+0.752*3.13/3+(2.2+0.3*2+0.75*1.5)2*1.5+0.752*1.53/3)*2247.7711噴淋、燈塔支墩砼(C30)m32*2*(1.5+0.5)*2+(2+0.3)*1.4*1.4+4.8*4.8*0.4+32、(1.4+1.7)2*0.6+1.72*0.6/336.0712噴淋、燈塔支墩墊層砼(C15)m32.2*2.2*0.1*2+5*5*0.13.4713噴淋支墩鋼筋10以上t(1.9*15*4+2.5*(15+13)*4)*0.888*2/10000.7014噴淋支墩鋼筋10以下t(1.9+0.1*2)*13*13*2*0.395/10000.2815預埋鐵件、成品螺栓t(7.85*0.4*0.4*10*2+2.5*4*3.86+2*4*3.55)*2/10000.1816燈塔支墩鋼筋10以上t(4.7*25*1.58*2+(2.3*32+1.3*64+3.2*40)*0.888+3.7*2833、*2+(5.5*28+1.5*8*28)*0.888)/10001.27序號項目名稱單位計算式結果備注第 13 頁，共 18 頁17燈塔鐵件、螺栓t(7.85*0.62*0.62*10*2+3.7*8*6.32+1.4*8*3.86)/10000.2918鋼管60預埋m0.7+0.8+0.05*21.6019燈塔、噴淋基礎回填土m3247.77-3.47-36.07208.23噴淋管道鋪砂m31.6*(146+40)*1+2*1.6*0.8*12328.32管道溝回填土m3550.56+30.72+51.2-328.32304.1620敷設電纜ZRC-YJV22-4*16m255255.00234、1敷設電纜ZRC-YJV22-3*35m300300.0022敷設電纜ZRC-KVVP22-10*4m120120.0023敷設電纜ZRC-KVVP22-7*4m9090.0024戶外電纜頭制作3*35個66.0025控制電纜頭制作14芯內個44.0026直埋電纜鋪砂蓋磚米300300.0027噴淋設備移位臺22.0028燈塔設備移位臺11.00七消防水管改造1焊接鋼管273*6 PN1.6m180+50230.00序號項目名稱單位計算式結果備注第 14 頁，共 18 頁2焊接鋼管159*5 PN1.7m2*36.003鋼制法蘭 DN250 PN1.6個6+28.004鋼制法蘭 DN150 P35、N1.6個66.005防腐(五油一布)m23.14*(0.273*230+0.159*6)200.166噴砂除銹m23.14*(0.273*230+0.159*6)200.167挖土方(三類土)m3(1.35+2.2)/2*(190+50)*3.15+1.2*1.35*0.7*（15+5）+2.5*5*2+3*3*3.151417.938消防管溝鋪砂(鋪1m砂)m3(1.35+2.2)/2*(190+50)*1+1.2*1.35*0.7*15443.019消防管溝回填土(回填砂上回填土)m31417.93-443.01974.9210閥門拆除、調整后安裝只44.0011消防栓拆除、調整后安裝套36、33.0012DN250*DN150焊接三通個33.00八煤場改造道路工程量1鏟運機運土方300米內m3(186.7*8+(25*25-3.14*24*24/4)+(10*10-3.14*9*9/4)+(3.14*31*24/180*31/2-3.14*30*30/15)*(6.231-5.786)763.455.786為測的標高，見確認單2回填砂m3(186.7*8+(25*25-3.14*24*24/4)+(10*10-3.14*9*9/4)+(3.14*31*24/180*31/2-3.14*30*30/15)*(6.45+6.9)/2-0.45-5.786)753.16測的標高3土工布37、 300g/m2m2(186.7*8+(25*25-3.14*24*24/4)+(10*10-3.14*9*9/4)+(3.14*31*24/180*31/2-3.14*30*30/15)1715.62序號項目名稱單位計算式結果備注第 15 頁，共 18 頁4水泥穩定碎石 厚25cmm3(186.7*7+(24.5*24.5-3.14*24*24/4)+(9.5*9.5-3.14*9*9/4)+(3.14*30.5*24/180*30.5/2-3.14*30*30/15)+6*7)*0.25382.505馬凳鋼筋6t(0.06*2+0.14*2+0.1)*0.222*1300/10000.1438、6鋼筋網片4m2(186.7*6+(24*24-3.14*24*24/4)+(9*9-3.14*9*9/4)+(3.14*30*24/180*30/2-3.14*30*30/15)+6*71303.46規格200mm*200mm7鋼筋網片重量t1303.46*12*0.1/10001.568砼路面C30 厚20cmm2(186.7*6+(24*24-3.14*24*24/4)+(9*9-3.14*9*9/4)+(3.14*30*24/180*30/2-3.14*30*30/15)+6*71303.469伸縮縫m32*6+24+9+3+1.8+5.3+4.5+13.1+10+5.7+1.7+(739、*2+6*2)296.10切割、填縫10排水溝工程量10.1反鏟挖掘機挖土方(三類土)m3(4.5*(6.64-4.67)/2*2+2*(6.64-4.67)*186.7+(6+0.3*2+0.45*(6.45-4.5-0.2+6.45-4-0.2)/2)*28*(6.45-4.5-0.2+6.45-4-0.2)/2+(6+1.5+0.3*2+0.45*(6.45-4.5-0.2+6.45-4-0.2)/2)*(1.5+2.5)*(6.45-4.5-0.2+6.45-4-0.2)2954.6910.2裝載機裝土，自卸汽車運土m32954.692954.69自卸汽車運土運距1.8km10.3棄土40、場回填(松填)m32954.692954.6910.4DN800鋼筋砼管安裝m28*4112.0010.5水泥砂漿接口1:2.5m32.1*0.2*(0.01+0.015)*13*40.5510.6接口加鍍鋅鐵絲網20號 10*10m2(2.1+0.15*2)*0.18*13*422.4610.7管壁砼(C20)m36*0.36*28-(3.14*0.482/3-0.83*0.24/2)*4*2844.63序號項目名稱單位計算式結果備注第 16 頁，共 18 頁10.8涵管處回填砂m3(6+0.3*2+0.45*(6.45-4.5-0.2+6.45-4-0.2)/2)*28*(6.45-4.541、-0.2+6.45-4-0.2)/2-44.63-3.14*0.482*28*4-6*7*0.35279.6410.9八字翼墻混凝土C30m3(6+9)/2*(0.2*1.7+(0.3+0.4)/2*0.1)*2+(6.4-4.5)*6*0.2+(6.4+6-9)/2*2.26*0.2*2+(6-4)*6*0.2+(6+5.5-8)/2*2.26*0.2*2-3.14*0.482*8*0.212.2710.10八字翼墻鋼筋12t(6+9)/2-0.05*2)*10+2.35*39)+(6+2.26*2-0.05*2)*8+(1.9-0.05*2)*(12*2+8)+(2.26-0.05)*3*42、2+1*16)*2*0.888/10000.6010.11漿砌片石護坡m3(6.64-4.67)2+4.52)0.5*(1+1.5)/2)*0.3*2+(6.64-4.67)2+3.532)0.5*2.83/2*0.3)+2*1.5*0.3)*212.6011擋煤墻11.1擋煤墻拆除、安裝m3(0.16+0.3)*0.42/2+(0.3+0.6)*0.25/2+0.6*0.13)*15043.0711.2吊車吊運m3(0.16+0.3)*0.42/2+(0.3+0.6)*0.25/2+0.6*0.13)*15043.0711.3噴淋鋼管移位個22.0011.4燈塔鋼管移位個11.0012路燈移43、位工程量12.1路燈設備拆除、運輸1KM內個55.00工程部確認12.2路燈設備安裝個44.00工程部確認12.3路燈直埋電纜挖填土方m3200*0.7*0.8112.00工程部確認12.4戶外電纜頭制作4*16個2121.00工程部確認12.5反鏟路燈基礎挖土方m3(1.4+0.3*2+2.1*0.75)2*2.1+0.752*2.13/3)*4114.3012.6路燈墊層砼C15m31.4*1.4*0.1*40.7812.7路燈基礎砼C30m3(1.2*1.2*0.8+0.6*0.6*1.4)*46.62序號項目名稱單位計算式結果備注第 17 頁，共 18 頁12.8回填土夯填m3114.44、3-0.78-6.62106.9012.9路燈基礎鋼筋10以上t(1.1*7*2*2+(0.7+0.3*2)*7*4+(1.1+0.3*2)*5*4)*1.58*4+(2.1+0.2*2)*16*1.58*4)/10000.8912.10路燈基礎鋼筋10以下t(0.5*4+0.14*10*2)*18*0.395/1000*40.1412.11預埋電纜套管60*3.5m1.5*46.0012.12預埋件t(6.19*2.65*4+7.85*0.4*0.4*8*2)*4/1000*(1+0.01)0.35備注：1.所有鋼筋及預埋件未計算損耗，待商定。序號項目名稱單位計算式結果備注第 18 頁，共 18 頁