工程量計算書工程名稱:***別墅C戶型表5.1序號工程項目目計算式1樁基礎(chǔ)土方開挖挖（人工×1.1155，電動葫蘆蘆×1.15）WKZJ1::d=88000mm2只室外地坪標(biāo)標(biāo)高-0.990m3.14×0..557^2×4.40++3.144××0.52^^2×3.40++3.144××(0.45^^2+0..555^2))//2×1.60==8.644××2=17..29WKZJ2::d=8000mmm4只室外地坪標(biāo)標(biāo)高+2.855mm3.14×0..557^2×8.15++3.144××0.52^^2×3.40++3.144××0.455^2×1.60==12.2222×4=48..87d=800mmm15只室外地坪標(biāo)標(biāo)高-0.990m3.14×0..557^2×4.40++3.144××0.52^^2×3.40++3.144××0.45^^2×1.60==8.399××2=1255.89井圈開挖:33..14×0.82×2×0.25×0.20×21.0==5.411合計：197..446m32樁基入巖增加費費WKZJ1:3.114×(0.45^^2+0..555^2))//2×1.60×2=2.554WKZJ2:3.144×0.45^^2×1.6×19=199.33合計：21.8877m33C25鋼筋砼護(hù)護(hù)壁壁WKZJ1:(3.14×00.552^2××22-3.1144×0.44^^2-3..114×0..447^2))//2×3..440+(33..14×00..57^22××2-3..114×0..44^2-33..14×00..47^22))/2×11..0=1..227×2==22.54WKZJ2:1.277××19.0==24.1133井圈：3.144××1.39×0.25×0.20×21.0==4.588合計：31..37m334C25砼灌樁WKZJ1:（3.14×0.4^22+3.1144×0.47^^2）/2×4.65++(3.1144×0.45^^2+3..114×0.55^^2)/22××1.6=44.05×2=8.110WKZJ2:（3.14×0.4^22+3.1144×0.47^^2）/2×4.65++3.144××0.45^^2×1.60==3.800××19=722.16合計：80..26m335護(hù)壁鋼筋：φ8@15021只3.14×0..552×2×34.0==111..003×0.3955=43..886kg5.10×233..0=11177.30×0.3955=46..333kg合計：18994.066kkg6樁基鋼筋10φ126..48×12=777.76×0.8888=69..0056φ1666.64×6=39..84×1.5788=62..887φ6@25033.14×0.8×21=522.75×0.2222=11..771φ6@10033.14×0.8×15=500.51×0.2222=11..2211φ16加勁箍箍（3..14×0.8+00.1577++6.255××0.0166×2）×1.5788×2=9.006φ14@20000加加勁箍（3.14×00.88+0.11557+6..225×0.0144×2）×1.2088×4=13..761φ14定位筋筋0..5×4×3=6×1.2088=7.2255工程名稱:****別墅C戶型續(xù)表5.1合計：螺紋紋鋼162×21.0==34022..00kgg圓鋼22.900×21.0==481..000kg7土石方回填1423.833--11.0088-19..119-111..23-1133.81--116.300==13522..33m338基礎(chǔ)土方開挖采用大開挖：（19.355+1.00××2+0.333×1.85）×（14.700+1.00××2+0.333×1.85）×1.85++0.233++（12.855+1.00××2+0.333×5.30）×（5.7+00.33×5.30）×5.3+55.4=114408.1122J1：（1.33+0.6+++0.333××1.65）^2×1.65++0.166==10.0022×21.0==100..440扣樁基土方：33..14×0.57^^2×3.4×17.0++3.144××0.57^^2×7.15×4=88..14合計：14223.833mm39C15商品砼基基礎(chǔ)礎(chǔ)墊層J1-4：（11..3×1.3×21+1..6×1.6×4+2.00×2.0×3+2.22×2.2×1）×0.1=66.26DL1：（3..55+5.88++7.033++8.255++1.72255+6.0088+3.2233+5.8855+1.7700+7.8855+6.0055+2.38+2..995+2..445+4..555+0..66）×0.45×0.1=33.15DL2：（122..93+22..90）×0.45×0.10==0.71122DL3：（2..883+5..553+2..330+3..440+2..883）×0.45×0.1=00.76DL4：4.4433×0.45×0.10==0.200合計：11..08m3310C25鋼砼獨立立基基礎(chǔ)J（1-4）：：1.11×1.1×0.4×21+1..40×1.40×0.4×4+1.88×1.8×0.4×3+2.00×2.0×0.5×1=19..119m311C25鋼筋砼基基礎(chǔ)礎(chǔ)梁DL1：70..00×0.25×0.40==7.0DL2：15..883×0.25×0.50==1.988DL3：16..889×0.25×0.40==1.700DL4:44..43×0.25×0.50==0.555合合計：11..23m3312C15商品砼基基礎(chǔ)礎(chǔ)墊層一層：161..885×0.49×0.10==7.933二層：（5.1100+4.3355+4.6600+4.3388+4.4433+11..553+5..338+4..113）×0.499×0.11==2.155合計：10..08m3313C15商品砼地地面面墊層一層：1.866××2.466++2.466××1.566++8.200××2.466++3.066××10+22..45×55..55+11..75×55..55+22..45×66..45+22..75×55..75+44..60×22..75+11..25×66..60+11..75×11..85+2.25×3..336+3..335×6..005+3..335×5..880+1..225×6..445=19933.57××00.10==119.366二層：（1.2255×4.8855+5.4455×4.8855+3.9955+4.6600+1.5555×1.8855）×0.100=5.3355合計：34.7799m314M10.0水泥泥砂砂漿砌筑磚磚胎胎膜一層：（47..776×0.50++11.7733×0.60++0.355××0.30++33.5500×0.40++6.888××0.75++8.755××0.80++4.755××0.70++3.200××0.55++3.355××0.35）×2×0.1155=14..445二層：（5.1100+4.3355）×0.50+（4.60++4.38）×0.75++4.433××0.45++11.5533×0.50++5.388××0.75++4.133××0.50==25.3322×2×0.1155=5.8822合計：20.2277m315磚胎膜水泥砂漿漿抹抹灰一層：125..668+16611.85×2×0.1155=1622..91二層：25.3322×2+43..88×2×0.1155=60..773合合計：2233.64mm3316C25鋼筋砼基基礎(chǔ)礎(chǔ)梁一層：：1/1軸：4..33×0.25×0.5+（0.25×0.50++0.122××0.1）×2.0=00.81442軸：5.555×0..25×0.60++6.955××0.25×0.50==1.700工程名稱:****別墅C戶型續(xù)表5.11/2軸：0..335×0.25×0.30==0.0333軸：6.188×0.225×0.60++6.055××0.25×0.4=11.544軸：1.800×0.225×0.5+99.15×0.25×0.40==1.1556軸：3.733×0.225×0.50++8.700××0.25×0.40++2.888××0.25×0.75==1.8887軸：6.155×0.225×0.50==0.7778軸：2.255×0.225×0.40==0.2339軸：8.755×0.225×0.80++0.655××0.25×0.75==1.9881/9軸：3..335×0.25×0.75==0.63310軸：5.880×0.225×0.50==0.73311軸2..35×00.25×0.50==0.377KL11：2..335×0.25×0.50==0.299A軸：1.633×0.225××0.255×0.70++2.455××0.25×0.40==1.2881/A軸：1..775×0.25×0.50++2.455××0.25×0.40==0.477B軸：3.200×0.225×0.55==0.444C軸：6.700×0.225×0.50==0.844D軸：3.355×0.225×0.35==0.2991/D軸：1..775×0.25×0.50++2.455××0.25×0.40++1.255××0.25×0.35==0.588E軸：3.788×0.225×0.50++6.655××0.25×0.45==1.2221/E軸：2..445×0.25×0.35==0.211F軸：1.255×0.225×0.40++3.055××0.25×0.50++4.0×0.25×0.80==1.311G軸：6.100×0.225×0.50++8.500××0.25×0.75==2.355H軸：3.755×0.225×0.75==0.700J軸：14.555×0..25×0.80==2.911二層：L1：5.100×0.225×0.50==0.6441軸：4.355×0.225×0.50==0.5443軸：4.600×0.225×0.75==0.8665軸：2.355×0.225×0.75++1.855××0.25×0.50==0.6776軸：1.6××0.255×0.45++2.7×0.25×0.4=00.45J軸：4.0××0.255×0.50==2.0111/J軸：3..995×0.25×0.75++1.3×0.25×0.40==0.877K軸：6.333×0.225×0.50++3.7×0.25×0.75++1.5×0.25×0.40==1.633合計：32..23m3317C25滿堂基礎(chǔ)礎(chǔ)底底板一層：（9.1199+15..887+4..555）×0.1+（193.557-299..61）×0.5==27.5566二層：（6.1122+7.2211）×0.100+（5.46××4.855++3.955××2.755++5.755××1.85）×0.155=8.5533合計:68.3300m3181:3水泥砂漿漿找找平193.57++553.533++79.3300+21..550=34477.90㎡191.5厚三元乙乙丙丙防水卷材材347.90++1162.9911+60..773=57711.54㎡20C25鋼筋砼剪剪力力墻9.83×0..225×5.62==13.8811m321C25鋼筋砼獨獨立立柱+0.00000m以下Z1：0.2255×0.25×1.55==0.100工程名稱:****別墅C戶型續(xù)表5.1Z2：0.2255×0.50×5.62==0.700KZ1：3.1144×0.1755^2×3.90×2=0.775KZ1a：3..114×0.1755^2×3.9=00.38KZ2：（0..225×0.50++0.255××0.25）×2.25×2=0.884KZ3：（0..225×0.5+00.25×0.25）×3.90×5.0=33.66KZ4：0.2255×0.25×2.25×2.0=00.28KZ5：0.33××0.4×（2.25++3.9×2）=1.211KZ6、KZ77：：0.3×0.4×3.9×2=0.994KZ8、KZ88aa：0.35×0.35×3.9×2=0.996KZ9、KZ1100：（0.25×0.50++0.255××0.25）×3.90×2=1.446KZ11：（00..25×0.50++0.255××0.25）×（2.25×2+3.9）=1.577KZ12：（00..25×0.50++0.255××0.25）×（3.9×3+2.225×3）=3.4553.3000m以下KZ1a：3..114×0.1755^2×3.30==0.322KZ3：（0..225×0.5+00.25×0.25）×3.30×5.0=33.09KZ5：0.33××0.4×3.30×3=1.119KZ6、KZ77：：0.3×0.4×3.3=00.40KZ8、KZ88aa：0.35×0.35×3.3×2=0.881KZ9、KZ1100：（0.25×0.50++0.255××0.25）×3.30×2=1.224KZ11、KZZ112：（0.25×0.50++0.255××0.25）×（3.30×3+3.330×6）=5.5663.300m以以上上H=3.80mm33..14×0.1755^2×3.80×2=0.773H=3.73mm33..14×0.1755^2×3.73×(1+3+11+3+66))=5.0044H=5.13mm((00.25×0.50++0.255××0.25))×5.13×2=1.992H=5.50mm00..25×0.25×5.50×2=-0..69H=4.57mm00..3×0.4×4.57×1.0=00.55H=4.99mm00..3×0.4×4.99×1.0=00.60H=6.03mm00..38×0.35×6.03×1.0=00.74((0.25××0.50++0.255××0.25))×6.03×1.0=11.13H=5.63mm00..35×0.35×5.63×1.0=00.69合計：矩形形柱1.2m內(nèi)：：1.07m3超高1m：9.988m31.88m內(nèi)：10.554m33超高高2m：3.900m3異形柱：30.9922m3超超高3m：1.877mm3圓形柱：2.544m322C25鋼筋砼梁梁二層：2軸：66.995×0.25×××2=1..442異異型梁1/2軸：00..35×0.25×0.30==0.0333軸：66.005×0.25×0.40==0.6111/3軸：44..38×0.25×0.40==0.4444軸：55.330×0.25×0.40==0.7115軸：66.445×0.225×0.50==0.816軸：11.6×00.25×0.45==0.18810.955×0.25×0.40==1.4667軸：11.66×0.25×0.80==0.3224.55×0.25×0.60==0.688工程名稱:****別墅C戶型續(xù)表5.18軸：11.225×0.25×0.35==0.1112.255×0.25×0.40==0.2339軸：88.220×0.25×0.40==0.8221/9軸：33..35×0.25×0.40==0.34410軸：55.800×(0.25×0.50++0.122××0.10))=0.7799異型梁11軸：22.855×(0.25×0.40++0.122××0.10))=0.3322異型梁KL12：44.21××11.08××00.25==11.14B軸：33.445×0.25×0.93==0.800C軸：66.770×(0.25×0.70++0.122××0.10))=1.2255異型梁D軸：33.225×0.25×0.40==0.333E軸：2..155×0.25×0.70==0.3885.40×0..225×0.45==0611/E軸：2..445×0.25×0.35==0.211F軸：3..055×0.25×0.45==0.3443.05×0.25×0.60==0.4664.0×0.25×0.55==0.555G軸：2.445××0.25×0.67==0.41177.6×0.25×0.60==1.14433.9×0.25×0.35==0.344H軸：1.555××0.25×0.30==0.12233.75×(0.25×0.5+00.12×0.10))=0.5511異型梁J軸：12..055×0.255×0.50==1.51合計：異形梁：：4.29M30..6m以內(nèi)：11.888M30.3m以內(nèi)：0.155M30.6m以上：3.005M323屋面梁：H=5.05MM：：5.55×0..225×0.40==0.5661.05×0..225×0.40==0.111H=6.32MM：：5.25×1..22207×0.25×0.40==0.644H=4.83MM：：6.63×1..22207×0.25×0.40==0.811H=3.65MM：：(1.6+3..255+4.3355+2.0033+3.6633+2.3333+4.4433+10..115+4..995+6..005)×00..25×00..40=44..284.35×0..225×0.50==0.544H=6.0M：：2.20×0..225×0.40==0.222H=6.94MM：：6.05×0..225×0.50==0.766H=9.35MM：：4.20×0..225×0.40==0.422H=4.4M：：4.35×1..22207×0.25×0.50==0.611H=4.83MM：：6.9×1.222207×0.25×0.40==0.844H=5.22MM：：3.9×1.222207×0.25×0.37==0.444H=4.75MM：：4.9×1.222207×0.25×0.50==0.7552.8×1.222207×0.25×0.40==0.344H=4.28MM：：1.55×1..22207×0.25×0.30==0.144H=4.70MM：：2.75×1..22207×0.25×0.45==0.388工程名稱:****別墅C戶型續(xù)表5.1H=5.37MM：：11.33×00..25×0.40==1.133H=5.36MM：：5.7×0.2255×0.40==0.577H=4.59MM：：5.03×1..22207×0.25×0.40==0.611合：0.3m內(nèi)：0.144M30.6m內(nèi)：14.001M3超超高1m：6.288M3超高2m：5.933M3超超高3m：0.866M3超高4m：1.188M324C25鋼砼拱形形梁梁（2.70-00.335）××1.33^2×11..05/33660+1..223×0..779/2==00.48MM325C25鋼砼構(gòu)造造柱柱一層：0.244××0.24×3.3×5+0.244×0.0033×3.33××10=1.19二層：0.244××0.24×(3.73×4+5.552×2+5.117+6..778)+00.24××00.03××((3.73××8+5..552×4++55.17××22+6.7788×2)=2.73合計：3.92M326C25鋼砼樓梯梯柱柱TZ:0.25×0..225×0.333+0..225×0..225×1..882×2==00.2527C25鋼砼圈梁梁：：QL1：0.2255×0.25×4.75==0.300QL2：(0..773×2+6.55+4.3355)×0.25×0.42==1.299煙囪內(nèi)圈梁：（00.3×0.2+00.36×0.1）×(0.5+00.8)=00.125合：1.711M328C25砼煙囪封封頂頂二次澆搗：（0.6+1..100）×2×0.24×1.50++0.3×0.34×(0.6+11.10))××2+[(0.5+0..74×0.4/2--0..26×0.30]××1.1=11..76M329C25鋼砼平板板：：二層H=100mmm：：(6.06++16.4422+21..886+5..331+300..48)×0.1=88.01H=120mmm：：(6.3×7.2+33.85×××0.25))×0.12==7.100H=130mmm：：3.95×3.95×0.13==2.033H=150mmm：：(5.46×4.85++3.955××2.75++5.755××1.85))×0.15==7.200合計：100mm以內(nèi):8.01M3100mm以上:16.333M330C25鋼砼屋面面斜斜板θ=35°H=120mmm::5.35××11.9955+8.9955×4.5500+11..335×2..770+144..05×22..65+110045×22..10+66..25×××00.25==((168.668+1..556×2..776)×11..22077××0.122=25.34M33θ=30°一層屋面:2244.3×((00.06××00.06++((0.24++0.355))×0.1122/2+00..89×00..10)==33.11MM3露臺:6.996×((1.05××0.122++(0.1155+0.2200)×0..112/2))==1.02233M331C25鋼砼直形形樓樓梯:1.20×0..227+1..220×7..332=9..111M232C25鋼砼挑檐檐::(0.29×00.226+0..009×0..220+0..112×0..008+0..11×0.0088)×8..884+(00..50×0.12+0.12×00..18+00..06×00..06)××22.44++((0.06××0.066++(0.1188+0.2266)×0..112/2+(0.08++00.15))××0.1//22+0.4466×0.1122)×(66..54+22..52+66..08+66..32+55..84+10.02+22..42+44..48+33..32+44..5+1..778+3..66+2.1100+7.8822+2.4422)+5..334×(0.0477+0.06×00..06+00..12×00..30)++88.03××00.11==99.39++00.0455××0.622××10=99..67MM3333C20素砼門檻檻、墻墻檻:0.24×0..11×0.99××2+0..224×0..115×0..88=0.0077M234C25砼線腳::節(jié)點10/111(0.1×0..066+0.0066×0.3355)×233..04+4411.20++66.84))==1.911M335C20砼樓面翻翻邊邊0.24×0..118×（18.055+17..995+9..110+6..005）=2.211M336C25鋼砼欄板板（05×0.66+00.06××00.06++00.12××00.12++00.06××××0.455^^2×633//360）×7.266=1.5522M337M5混合砂漿砌砌2400厚頁巖(外墻)：一層:4.755×6..32+22..58×33..8-155..67-33..75+11..8×2..99+1.0011×2.3377+0.5533×2.55--0.9++66.71××22.6-22..7-7..22+5.8811×2.88--1.444++2.855××2.9--22.16++33.75××22.55--00.72++00.65××22.9-00..6+6..996×2..663-122..48+66..05×-5.76+11..06×22..8+5..555×6..332-8..664=11122.12××00.24==226.911M3工程名稱:****別墅C戶型續(xù)表5.1二層:1.055×2..9+3..445×4..443-0..99-1.3355+1.66××3.233++3.355××2.933--2.7++4.45×4..001+2..003×3..223+3..663×3..333-2..007-1..88+2.2211×3.3333+1.7733×3.2288+1.3311×3.7799-0.99++2.355××3.755++8.655××3.333--1.8++44.35××-1.8+4..995×3..333+6..005××22--5.766++2.2××11.69==1154.1177/0.2244=37.00M33合:63.9911M338M5混合砂漿砌砌砂加氣氣砼砌塊(內(nèi)墻):一屋:1.055×2..9+0..66×2.3377+5.3399×2.77++5.411××2.9++77.10××××2+3..336×2..99-2.1166+9.0066××2++11.61××22.9+22..25×22..9+2..776×2..99=95..116×0..224=222..84二層:4.555×3..91+33..68×44..43+66×××2+33..31×44..43+11..68×44..95+33××4.233++2.333××4.188--1.922++2.633××4.011++4.088××5.122--1.922==133..662×0..224=322..07MM33合:54.9911M339墻面抹灰工程：：內(nèi)內(nèi)墻1:20厚1:2..5水泥砂砂漿抹面,界面劑一道:((1.76++1.866))×2×××22.4+((22.16++22.76))××2××22..4+(22..46+22..76)××22××2..44+(3..996+2..776+2..446+2..776)×33..43+22..76×44..396++33.96××××2.4++22.76××44.59++22.46××××2.4==1177.4488M2膩子批白:17777.48MM2內(nèi)墻2:混合砂漿抹底灰灰::(1:11::6底,1:0..5:2..55面)界面劑一道:一層:(5.776×66.7+((22.3+11..96+77..2+5..66+(3..336+6..006)×22++1.266++(2.2266+3.36)×22++9.8++77.2)××33.2+((33.36++66.06))××2×3..66+2.1166×5.5566+6.0066×4.8800-(155..67+00..9+2..116×6++22.7+7722+0.7722×2+11..08×22++1.922××2+2..116+2.25+55..76+00..8×0..99+4.3322×2)--44.1155=2466..24MM22二層:1.8××3.550+(44..2+1..998)×33..40+55..22×44..29×33++3.366××3.400++2.4××33.40++11.2×33..82+11..26×33..40+22..46×44..59+33××4.599++3.666××3.400++4.322××5.400++3×4..3396+((55.46××22+4.8866+6.9966)×3..440+3..996×4..445×4++66×6.2233×2+11..8×5..222-(11..35+00..9+2..77+1.9922×6+22..16×22++2.077××2+0..99+1.88+2.25×22++5.766))=39911.04MM2合:637..228M240砼墻：（2.4+3..3++2.7××22+2.44）×3.277=44..115M241墻面釘掛鋼絲網(wǎng)網(wǎng)（177.488+6637.2288+44..115）×0.3==257..667M242天棚素水泥砂漿漿結(jié)結(jié)合層(1:1::6底,1:0..5:2..55面):×1.32)××11.30++((10.933+6.7799+1166..04+7.2×1..332)×11..52=44553.444M2膩子批白:4453.4444M243樓梯水泥砂漿抹抹灰灰：9.11㎡44平屋面：1:8水泥爐渣渣找找坡：(2.46×3.16++2.166××4.5+44.5×3.36++3.366××5.34++6.966××0.96))×0.1=557.244××0.1=55..72M320厚水泥砂漿漿找平屋屋：57.224M23厚APP改性性瀝青防防水卷材：：57.224+(77..78+3399.95))××0.3=7711.56MM2235厚擠塑聚苯苯保溫板板：57.224M2無仿布一層：57.244M240厚C20現(xiàn)現(xiàn)澆細(xì)石砼砼面層：57.24M2Φ４b@2000冷拔絲鋼鋼筋：57.224×0.99==56.6677Kg200×2000××10仿石廣場地地磚(20厚1:3干硬性水砂)：56.677M3工程名稱:****別墅C戶型續(xù)表5.145坡屋面θ=355°°：20厚1:3水水泥砂漿找找平層：15.7×××5..1+5..996××3.266+7.5544×15.044+0.6622×××3.99=2455..54×1.22007=29999.73MM333厚APP改性性瀝青防防水卷材：：299.773M240擠塑聚合物物保溫板板：299.773M230×50硬木木防防滑條：299.773M2砼板上釘掛瓦順順?biāo)畻l：299.773M2阻隔膜卷材：2299.7733M2青灰色英紅瓦屋屋面面：299.773+855..40×0.07==305..771M246小屋面θ==330°：20厚1:3水水泥砂找平平層：(7.2+10..14+00..9+4..55)×0.9+66.96×1.08==27.9988×1.15447=322..31M2砼板釘掛順?biāo)畻l條,,掛瓦條：322.31M2青灰色英紅瓦小小屋屋面:32..31+2299.70××00.07==334.399M2θ=42.344°::20厚1:3水水泥砂找平平層：(5.1+77.2)××00.45××11.3533==7.499MM2砼板釘掛順?biāo)畻l條,,掛瓦條：7..49M2青灰色英紅瓦小小屋屋面:7..49+1122.3×00..07=88..35M247青灰色英紅瓦屋屋脊脊:(6.34××22+0.4455+3.6622+4.9977+1.3355+1.88++0.6++33.17++44.37))××1.577779+1..88+6.47+5..11+5.77++0.9++00.9×11..527××44=77..555M48成品檐溝安裝::85.40-44..8+6..996=877..56M49樓面工程1:一層衛(wèi)生間、設(shè)設(shè)備備間，二層3#衛(wèi)生間100厚C200素素砼找坡層:1.886×1..776+2..116×2..776+2..446×2..776=166..025++33.96××22.76==226.966××0.100==2.69966M31:6水泥焦渣渣填填充:26..96×00..045==11.2133M32厚JS防水涂涂料:266.96++((6.44++9.044++9.455++12.5544)×0..33=27..229M230厚1:3水水泥砂找平平層:26..996M250樓面工程2:（二層其余衛(wèi)生生間間）1:6水泥焦渣渣填填充:2.446×2..776×0..0045=00..306MM3100厚C200素素砼找坡層:6.779×0..110=0..6679MM22水泥砂抹面(1122厚1:2.5底,13厚1:5面屋):6..779M251車庫細(xì)石砼地面面::40厚C20細(xì)細(xì)石砼面層層:3..36×66..06=2200.36MM2冷拔鋼絲:2200.36××00.99==220.166KKg1:2水泥砂壓壓光光:20..336M252其佘為水泥砂漿漿樓樓地面(25厚1:2.5水泥砂打底,1:1..5水泥砂壓光):一層:6.066×9..96+44..2××11..32+55..76×22..76+33..36×66..06+22..26×33..36+11..26×55..6+2..116×6..996=15522.67MM2二層:5.466×4..86+55..76×44..86+33..96×33..96+11..56×88..7+2..664×4..55+1.55××2.7++33.36××44.86==1116.0044M2合合:268..771M253水泥砂漿踢腳線線（118.722+992.60）×0.122=25..336M254剪力墻:1:3水泥砂漿漿抹抹灰（2.4+33.3+22..7×2++22.4+00..24）×(3.227+2..335)=7777.22MM2墻面鋪貼1.55厚厚三元乙丙丙防防水卷材:777..22MM22墻面貼40厚聚聚苯苯板保護(hù)層層：：77..222M255600寬砼墻角角護(hù)護(hù)坡:(2.04+66+44.9+66..7+1..55+0.99++3.6++66.3+00..9+3..66+4.55++0.9++99.9)××00.60=31.05M22工程名稱:****別墅C戶型續(xù)表5.156瀝青砂漿伸宿縫縫::51.74+00..6×9==557.144M57C25砼防滑坡坡道道:3.84×5..110=199..58MM2258臺階擋墻(磚砌砌)):0.3×2.55××2+0..33×(1..005+2..55)×2++22.63==110.011M259砼臺階:2.40×3..228=7..886M260天然褐色板巖臺臺階階飾面:7.86+0..885×0..224=9..990M2616×80×800鋼鋼板預(yù)埋，２Φ８錨筋焊接接：0.08×0..008×0..0006×778850×((559.966//1.266××4)+00..32×22××0.39955×1900==105KKgg62檐溝、小屋面下下輕輕鋼龍骨水水泥泥石膏板吊吊頂頂,點銹,貼膠帶，黃黃灰色質(zhì)感感涂涂料:22.74×00..78+00..78×00..78×33++86.3300×0.3388+3×11..58=5577.10MM263成品石材花盆::4只64H=3600mmmm高光面石材材飾面面裝裝飾飾柱(基層,面板,柱墩,柱帽)：2只65H=3060mmmm面石材飾面面面裝飾柱(基層,面板,柱墩,柱帽)：1個66欄桿彩鋁亞光嘖嘖點點深咖啡色(H=100000mm)<含裝飾柱>：1.78×2++11.5+11++4.3++00.3×22++1+3..66+1.55××2+5..11+36..33=59..996M67H=1270mmmm裝飾柱(基層,面板,柱墩,柱柱帽)：5只68型鋼欄桿扶手含含制制作、安裝裝、運運輸:(0.27+22.116×2))××1.155++1.2++66.84++44.5+11..5=166..83M69成品黃灰色聚氨氨酯酯線腳:100×2000::4..220+2..556+1..990+4..114+5..113+377..68-77..2+3..00+26..003=777..44M180×1500::4..660×1++44.80××33+5.44××3+6..00×1+55..40×22++6.600××3+100..80×22++3.6××33+7.88××2+6..110×2++77.1×11++8.400++7.8××22+3.1144×0.6655×2=11667.188MM180×1800::4..55M70小屋面檐口成品品線線腳:200×2000::266..46M360×1500::1..114×3++11.44××11+1.7744×3+11..74×22++2.044××3+1..444×2++22.94××22=28..444M71成品黃灰色聚氨氨酯酯裝飾塊:150×1800::4只280×3300::1只24400×3000::1只72光面石材裝飾塊塊：：300×3500::1只73光面石材裝飾線線腳腳:120×2000::6..556M11550×15500:77..92M150×2000::10077/3600××3.144××2×1..44=2.6633M74深咖啡色彩色鋁鋁窗窗框,斷熱型中空空雙玻鋁合合金金平開窗:C1:0..55×1.11××1=0..66C2:0..6××1.2××33=3.1166C3:0..6××1.5××33C4:0..9××1.5××11=1.3355C5:0..9××1.2××22=2.1166C6:1..2××1.5××33=5.4400C7:1..2××3.6××22=8.6644C8:1..5××1.5××33=6.7755C9:1..8××1.5××22=5.4400C10:(22.660-0..220)×00..9×2==44.32合:39.888M2工程名稱:****別墅C戶型