工程量計算書

分部分項工程量計算書序號分部分項工程名稱部位與編號單位計算式小計一基礎(chǔ)工程1挖基坑土方m3435.31x(2.8+0.8+0.1)+(1.7+0.5+0.1)x(2.1+2.1+1.4+0.3)x(2.2+0.25)+1.6x1.4+0.4x0.4x2.9+(2+0.8)x3.7x0.5x(14.1+14.1+2.2+2.2+32.3x2+2.1+2+0.7x4+0.95x2)2200.292100厚素C15混凝土墊層m30.1x435.31+0.x0.1x(32.3x2+2.1x2+0.7x4+0.95x2+14.1x2+2.2x2)44.63800厚C25筏板基礎(chǔ)m3435.31x0.8-0.8x1x1-0.3x0.4x3-0.8x1.9x2.1x2+1x(1.155+2+2)x0.5x4.75352.954墊層模板m2(32.2x2+15x2)x0.19.445筏板基礎(chǔ)模板而(32.2x2+15x2)x0.8+435.31510.836筏板基礎(chǔ)鋼筋t11.29+26.11①12以內(nèi)：352.95x0.03211.29①12以外：352.95x0.07426.117地下室C25剪力墻m335.26AZ2(0.45x0.4+0.5x0.2)x2.7x20.97YDZ1(0.45x0.4+0.2x0.3)x2.7x21.3YAZ280.5x0.2x2.7x20.54YJZ3(0.4x0.5+0.4x0.3+0.2x0.3)x2.7x22.05YJZ25(0.3x0.55+0.25x0.6)x2.7x21.7YJZ6(0.2x0.5+0.4x0.2)x2.7x20.97YAZ20.25x0.4x2.7x20.54YJZ7(0.25x0.55+0.6x0.25)x2.7x21.55AZ10.25x0.4x2.7x2x21.08

AZ40.25x0.4x2.7x20.54YJZ16(0.2x0.3+0.25x0.8)2.7x21.4YJZ15(0.2x0.5+0.2x0.5)x2.7x21.08YJZ11(0.2x0.5+0.2x0.8)x2.7x21.4YDZ10(0.4x0.4+0.2x0.3)x2.7x21.135YJZ14(0.2x0.8+0.2x0.3)x2.7x21.19YAZ350.2x0.55x2.7x20.59YDZ13(0.3x0.2+0.4x0.4+0.2x0.75+0.25x0.2)x2.7x22.27YAZ40.2x0.4x2.7x20.43AZ3(0.5x0.25x2+0.5x0.25)x2.7x21.22YJZ23(0.2x0.55+0.75x0.25)x2.7x21.61YAZ290.2x0.45x2.7x20.49YJZ14(0.2x0.5+0.6x0.2)x2.7x20.13YAZ40.2x0.4x2.7x20.43YDZ10(0.5x0.25x2+0.5x0.25)x2.7x21.22YAZ4(0.2x0.55+0.75x0.25)x2.7x21.61YYZ18(0.2x2+0.3x0.2x2)x2.71.4YJZ22(0.2x0.3+0.2x0.6)x2.70.49LZ2((0.2x0.5)+(0.3x0.2))x(2.85-1.7)0.18YDZ19(0.25x0.3+0.4x0.4+0.2x0.3)x2.70.8YJZ20(0.2x1+0.75x0.3)x2.71.15YJZ21(0.25x0.55+0.2x0.3)x2.70.53YJZ260.25x0.6x2.70.41YDZ27(0.4x0.4+0.25x0.3)x2.70.63YJZ24(0.3x0.8+0.3x0.2)x2.70.81YJZ25(0.3x0.8+0.2x0.3)x2.70.81YAZ300.2x0.4x2.70.22YJZ8((0.2x0.650+(0.2x0.5)+(0.2x0.5))x3.781.27地下室C25混凝土外墻m3(2x(1.8+0.6+1.1+2.5+1+1+1+2.05+1.7+1.2+3.3+1.2)+0.8+3.75)x2.7x0.334.55地下室頂板C25梁m319.95XL1(1+1.62+0.8+1+1.62+0.9+1.62+2.8)x0.93

0.2x0.45L90.2x0.4x3.30.26L100.2x0.45x3.5x20.93XL30.2x0.45x1.80.16Xl50.25x0.5x1.620.2XL60.25x0.5x1.620.2L110.2x0.45x(8.1+3.601.05XL70.2x0.45x1.620.15LL40.2x0.4x1.60.13KL20.25x0.4x4.8x20.96KL210.2x0.5x2.90.29KL30.2x0.45x50.45Kl200.2x0.5x2.90.29Kl190.2x0.4x2x1.82.88Kl110.2x0.45x3.60.32LL220.2x0.4x1.55x20.25KL220.2x0.4x2.65x20.42KL30.2x0.45x(4+1.5-0.2)0.48KL70.2x0.45x3.60.32LL30.2x0.4x2x1.050.17KL180.2x0.45x4.9x20.88KL60.2x0.45x3.70.33LL30.2x0.4x2x1.050.17KL160.2x0.45x3.30.3KL100.2x0.45x3.70.33KL120.2x0.45x3.40.31KL170.2x0.5x5.35x21.07KL10.25x0.4x2.70.27KL50.2x0.4x6x1.30.62KL150.2x0.55x(28.4-2.6)2.84L10.2x0.35x3.050.21KL40.2x0.4x3.05x20.49L20.12x0.3x2x1.2+0.2x0.4x4.10.42KL90.2x0.4x4.80.38L60.2x0.35x2.40.17KL130.2x0.5x2.30.23L80.2x0.58x3.150.37L40.2x0.35x3.050.21

XL20.2x0.65x1.950.25L50.2x0.45x7.20.658地下室C25頂板hunnm3435.31x0.3130.69地下室C25剪力墻鋼筋t0.85+1.94①12以內(nèi)：35.26x0.0240.85①12以外：35.26x0.0551.9410地下室C25混凝土外墻鋼筋t0.83+1.9①12以內(nèi)：34.55x0.0240.83①12以外：34.55x0.0551.911地下室頂板C25梁鋼筋t0.84+1.96①12以內(nèi)：19.55x0.0430.84①12以夕卜：34.55x0.11.9612地下室C25頂板鋼筋t13.06+5.62①12以內(nèi)：130.6x0.0435.62①12以夕卜：130.6x0.113.0613地下室C25剪力墻模板ni466.85AZ2(0.4x2.7+0.5x2.7+0.2x2.7)x25.94YDZ1(0.45x2.7+0.4x2.7x2+0.45x2.7)x27.02YAZ28(0.5x2.7x2+0.2x2.7)x26.48YJZ3(0.4x2.7+0.8x2.7+0.5x2.7+0.2x2.7)x27.94YJZ25(0.9+2.2+0.55x2.7+0.55x2.7+0.6x2.7)x215.38YJZ6(0.5x2.7x2+0.5x2.7x2)x28.1YAZ2(0.25x2.7x2+0.4x2.7x2)x25.67

YJZ7(0.55x2.7+0.6x2.7+0.27x2.7x2)x27.69AZ1(0.25x2.7x2+0.7x2.7x2)x28.91AZ4(0.25x2.7x2+0.4x2.7x2)x27.02YJZ16(0.2x2.7+0.55x2.7x2+0.8x2.7+0.6x2.7)x214.58YJZ150.7x2.7x4x215.12YJZ11(1x2.7x2+0.5x2.7)x213.5YDZ10(0.7x2.7x2+0.4x2.7x2)x211.88YJZ14(0.8x2.7+0.5x2.7)x27.02YAZ35(0.2x2.7+0.55x2.7)x21.85YDZ13(1.7x2.7x2+0.4x2.7x2)x222.68YAZ4(0.2x2.7x2+0.4x2.7x2)x26.48AZ3(1.5x2.7x2+0.25x2.7x2)x218.9YJZ23(0.95x2.7x2+0.55x2.7x2)x216.2YAZ29(0.2x2.7x2+0.45x2.7x2)x28.1YJZ14(1.1x2.7x2+0.2x2.7x2)x214.04YAZ4(0.2x2.7x2+0.4x2.7x2)x26.48YDZ10(0.6x2.7x2+0.7x2.7x2)x214.04YAZ4(0.2x2.7x2+0.4x2.7x2)x26.48YYZ18(0.2x2.7x2+2.6x2.7x2)x230.24YJZ220.9x2.7x2+0.2x2.7x25.94L22(0.2x2.7x2+0.8x2.7x2)x(2.85-1.7)6.21YDZ191x2.7x2+0.25x2.7+0.2x2.76.62YJZ201.75x2.7+0.2x2.7+0.3x2.76.08YJZ210.25x2.7+0.85x2.7+0.3x2.73.78YJZ260.25x2.7x2+0.6x2.7x24.59YDZ270.4x2.7+0.3x2.7+0.65x2.7x25.4YJZ240.3x2.7+0.2x2.7+1.1x2.7x26.89YJZ250.3x2.7x2+1x2.7x27.02YAZ300.2x2.7x2+0.4x2.7x21.64YJZ200.2x2.7+0.3x2.7+1.75x2.7x210.8YDZ190.25x2.7+0.2x2.7+1x2.7x26.62YJZ210.25x2.7+0.2x2.7+0.85x2.7x25.8114地下室C25混凝ni( 2 x(1.8+0.6+0.6+1.1+2.5+1+1+1+2.05+1.7230.4

土外墻模板+1.2+3.3+1.2)+0.8+3.75)x2.7x215地下室頂板C25梁模板壯134.54L93.3x0.2+3.3x0.1x21.32XL1(1+1.62+0.8+1+1.62+0.9+1.62+2.8)x0.2+(1+1.62+0.8+1+1.62+0.9+1.62+2.8)x0.15x25.55L103.5x0.2x2+3.5x0.15x2x25.5XL30.2x1.8+0.15x1.8x20.9XL60.25x1.62+0.2x1.62x21.05XL70.2x1.62+0.15x1.62x20.81KL20.25x4.8x2+0.1x4.8x2x24.32KL30.2x5+0.15x5x22.5KL190.2x1.8x2+0.1x1.8x21.08LL220.2x1.55x2+0.1x1.55x2x21.24KL220.2x2.65x2+0.1x2.65x2x22.12KL70.2x3.6+0.15x3.6x21.8LL30.2x1.05x2+0.1x1.05x2x20.84KL100.2x3.7+0.15x3.7x21.85XL50.25x1.62+0.2x1.62x20.95L110.2x(8.1+3.6)+0.15x(8.1+3.6)x212.33LL40.2x1.6+0.1x1.6x20.64KL210.2x2.9+0.2x2.9x20.94KL200.2x2.9+0.2x2.9x21.74KL110.2x3.6+0.15x3.6x21.8KL30.2x(4+1.5-0.2)+0.15x(4+1.5-0.2)1.86KL180.2x4.9x2+0.15x4.9x2x24.9KL60.2x3.7+0.15x3.7x21.85KL160.2x3.3+0.15x3.3x21.65KL160.2x3.3+0.15x3.3x21.65KL120.2x3.4+0.15x3.4x21.7KL170.2x5.35x2+0.2x5.35x2x26.42KL10.25x2.7+0.1x2.7x21.22KL50.2x1.3x6+0.1x6x1.3x23.12KL150.2x(28.4-2.6)+0.25x(28.4-2.6)x217.86

L10.2x3.05+0.05x3.05x20.92KL40.2x3.05x2+0.1x3.05x21.83L20.12x1.2x2+0.1x2x1.2x2x2+0.2x4.1+0.1x4.1x224.08KL90.2x4.8+0.1x4.8x21.92L60.2x2.4+0.05x2.4x20.72KL130.2x2.3+0.2x2.3x21.38L80.2x3.15+0.28x3.15x22.39L40.2x3.05+0.05x3.05x20.92XL20.2x1.95x2+0.35x1.95x2x23.51XL40.2x1.95+0.35x1.95x21.76L50.2x7.2+0.15x7.2x23.616地下室C25頂板模板m2(32.2x2+18x2)x0.3+435.31-0.2x(7.2+1.95+1.95+3.05+3.15+2.3+2.4+4.8+4.1+3.05+3.05+25.8+161.7)421.1617地下室砌筑工程M30.2x(0.8x2+1.8x2+3.05+2.2x2+1.2x2+2x2+1.2x2+3.2x2+0.8x2+0.8x2+1.2x2+4.2+3.5+2.6x2+1.8x2+2x2+3.05x2+4.25+1.2x2+1.6x2)29.2918地下室樓梯C25混凝土m2按水平投影計算為(3-0.25)x(1.8+2.70+2.075+0.15+0.125x)2=34.6534.5619地下室樓梯模板m234.5634.5620地下室樓梯鋼筋t0.12+0.29①12以內(nèi)：34.65/10x0.036=0.12①12以外：34.65/10x0.084=0.2921地下室回填土M32200.29-435.31x(2.7+0.8+0.3)546.11二主體工程221~2標準層剪力墻C25混凝土M348.34AZ2(0.4x0.2+0.5x0.2)x3.78x20.76

YDZ1(0.45x0.4+0.2x0.3)x3.78x21.81YAZ280.5x0.2x3.78x20.76YJZ3(0.4x0.5+0.4x0.3+0.2x0.3)x3.78x22.87YJZ5(0.3x0.55+0.25x0.6)x3.78x22.38YJZ6(0.2x0.5+0.4x0.2)x3.78x21.36YAZ20.25x0.4x3.78x20.76YJZ7(0.25x0.55+0.6x0.25)x3.78x22.17YJZ16(0.2x0.3+0.25x0.8)x3.78x21.97YJZ15(0.2x0.5+0.2x0.5)x3.78x21.51YJZ11(0.2x0.5+0.2x0.8)x3.78x21.97YDZ10(0.4x0.4+0.2x0.3)x3.78x21.66YJZ14(0.2x0.8+0.2x0.3)x3.78x21.66YAZ350.2x0.55x3.78x20.83YDZ13(0.3x0.2+0.4x0.4+0.2x0.75+0.25x0.2)x3.78x23.18YAZ20.2x0.4x3.78x20.6AZ3(0.5x0.55+0.75x0.25)x3.78x23.5YJZ23(0.2x0.55+0.75x0.25)x3.78x22.25YAZ290.2x0.45x3.78x20.68YJZ14(0.2x0.5+0.6x0.2)x3.78x20.76YAZ40.2x0.4x3.78x20.6YDZ10(0.4x0.4+0.2x.03)x3.78x21.66YAZ40.2x0.4x3.78x20.6YYZ18(0.2x2+0.3x0.2x2)x3.781.97YJZ22(0.2x0.3+0.2x0.2+0.2x0.6)x3.780.83YDZ19(0.25x0.3+0.4x0.4+0.2x0.3)x3.781.11YJZ20(0.2x1+0.75x0.3)x3.780.43YJZ21(0.25x0.55+0.2x0.3)x3.780.75YJZ260.25x0.6x3.780.57YDZ27(0.4x0.4+0.25x0.3)x3.780.89YJZ24(0.3x0.8+0.3x0.2)x3.781.13YJZ25(0.3x0.8+0.2x0.3)x3.781.13231~2標準層C25混凝土墻M2.38x2+3.86x2+2.23x2+3.3320.2714軸(0.6x0.2+0.2x1.1+0.2x0.25+0.2x1+0.2x1.2+0.2x1.2)x3.782.38

59軸(0.2x0.65+0.2x1+0.2x1.6+2.05x0.2+0.2x0.8)x3.783.869~12軸(1.05+0.9+1)x0.2x3.782.23注：軸間對稱，不對稱量為(1.4+0.9+0.8+1.3)x0.2x3.783.33241~2標準層砌^筑M3(1.1x3.78+0.3x3.78+1.8x(3.78-1.80)+2.6 x 3.78+1 x(3.78-2.2)+2.7x(3.78-2.2)+1x(3.78-2.2)+1.5x(3.78-2.2)+1.2x3.78+1x(3.78-2.2)+1x3.78+1x(3.78-2.2)+1.2x(3.78-2.1)+2.35x3.78+2x3.78+2x3.782x(3.78-2.9)+1x(3.78-2.9)+0.75x3.78+2x3.78+0.6x3.78+0.2x3.78+(3.15-1.3)x3.78+1.3x(3.78-1.9)+1x(3.78-2.2)+0.8x3.78+1x(3.78-2.2)+0.8x3.78+1.5x(3.78-2.2)+1x(3.78-2.2)+1x3.78+1.3x3.78+11.7x3.78+2x3.78+1.5x3.78+1.5x(3.78-2.5)+1.5x3.78x2+0.6x3.78+1.5x(3.78-2.5)+1.5x3.78+1x3.78+1.4x(3.78-2.2)+1.8x3.78+1.8x3.78+1.8x3.78+0.4x3.78+1.6 x 3.78+1.6 x 3.78+1.6 x3.78+1.6 x 3.78+2.7 x 3.78+0.5 x3.78+3.1x3.78+1.4x(3.78-1.8)+0.4x3.78x2+0.8x3.78+2.5x3.78+0.7x3.78+1.3x 3.78+2.7 x 3.78+1.3 x3.78+0.6x 3.78+2.05 x 3.78+1.3 x(3.78-1.9 )+0.6 x 3.78+0.9 x(3.78-2.1 )+0.8 x 3.78+0.8 x(3.78-2.1)+2.7x3.78+1.3x3.78+2x3.78)x0.294.57251~2標準層C25梁混凝土M329.7516軸XL90.2x0.75x2.30.35XL10.2x0.75x0.70.11LL10.2x0.75x3.6x21.08KL30.2x0.4x4.2x20.67XL20.2x0.55x10.11

L100.2x0.55x1+0.2x0.55x(1.8+5.4)0.9KL270.2x0.55x4.350.48KL230.2x0.45x4.9x20.88KL180.2x0.55x6.80.75LL20.2x0.75x1x20.3L10.2x0.35x3.10.22KL160.2x0.75x5.75x21.73KL50.2x0.4x4.80.387~9軸KL240.2x0.4x1.8x40.58KL310.2x0.55x2.70.3KL260.2x0.4x1.70.14LL30.2x0.4x1.70.14KL220.2x0.5x5.150.52L20.2x0.55x5.250.58KL250.2x0.55x2.9x20.64KL80.2x0.4x3.50.28KL60.2x0.4x1.3x60.63KL160.2x0.75x3.45x21.0410~18軸XL40.2x0.55x3.50.39LL40.2x0.4x1.30.1L110.2x0.55x1.7x20.37XL40.2x0.55x80.88L50.2x0.55x80.88KL100.2x0.4x3.50.28KL200.2x0.4x3.50.28KL120.2x0.4x3.50.28KL170.2x0.45x3.90.35L30.2x0.4x5.6+0.12x0.3x1.2x30.58L90.2x0.4x2.20.18XL30.2x1.2x2.20.53XL50.2x1.2x2.20.53L70.2x1.2x6.91.66KL150.2x0.87x4.70.82KL110.2x0.45x5.60.5KL130.2x0.55x2.70.319~26軸L120.2x0.4x11.70.94

XL60.2x0.55x1.80.5KL300.2x0.4x30.24KL280.2x0.55x5.650.62KL210.2x0.5x5.950.6KL140.2x0.5x5.950.6XL70.2x0.55x1.80.2XL80.2x0.75x2.80.42LL10.2x0.75x2.40.36KL190.2x0.55x7.20.79261~2層標準層頂板C25混凝土M{3.7x4.6+3.7x1.8+3.3x5.5+(3.7+3.3)x3.9+3.1x3.4+2x3.4+2.2x3.4+2.2x1.5+3.9x5.95+1.8x4+3.75x5.1+3x4.85+3.5x5.6+7x1.5+7x3.3+3.25x2.4+3.25x3.9+0.9x5.7}x2x0.2+3x1.6+(1.8+3.3)x2.8+1.8x3.7)x0.2+5.6x6.9x0.2112.77271~2層剪力墻鋼筋t1.16+2.66①12以內(nèi)：48.34x0.0241.16①12以夕卜：48.34x0.0552.66281~2標準層混凝土墻鋼筋t0.49+1.11①12以內(nèi)：20.27x0.0240.49①12以外：20.27x0.0551.11291~2標準層梁鋼筋t1.28+3①12以內(nèi)：29.75x0.0431.28①12以夕卜：29.75x0.13301~2標準層頂板鋼筋t4.85+11.28①12以內(nèi)：112.77x0.0434.85①12以外：112.77x0.111.28311~2標準層頂板鋼筋t4.85+11.28

①12以內(nèi)：112.77x0.0434.85①12以外：112.77x0.111.28321~2標準層剪力墻模板壯520.21AZ2(0.2x3.78x2+0.9x3.78x2)x216.63YDZ1(0.45x3.78+0.2x3.78+0.7x3.78x2)x215.5YAZ28(0.5x3.78x2+0.2x3.78x2)x210.58YJZ3(0.6x3.78x2+0.8x3.78x2)x221.17YJZ5(1.15x3.78x2+0.3x3.78+0.25x3.78)x221.55YJZ6(0.2x3.78x2+0.9x3.78x2)x216.63YAZ2(0.25x3.78x2+0.4x3.78x2)x29.83YJZ7(0.25x3.78+1.15x3.78x2)x219.28YJZ16(0.2x3.78+0.8x3.78+0.55x3.78x2)x215.88YJZ15(0.2x3.78x2+0.5x3.78x2)x210.58YJZ11(0.2x3.78x2+1.1x3.78x2)210.58YDZ10(0.4x3.78+0.6x3.78x2+0.3x3.78)x214.36YJZ14(0.2x3.78x2+1.1x3.78x2)x219.66YAZ35(0.2x3.78x2+0.55x3.78x2)x211.34YDZ13(0.4x3.78x2+1.7x3.78x2)x214.36YAZ2(0.75x3.78x2+0.2x3.78x2+0.4x3.78x2)x220.41AZ3(0.75x3.78x2+0.75x3.78x2)x222.68YJZ23(0.25x3.78x2+1.3x3.78x2)x223.44YAZ29(0.2x3.78x2+0.45x3.78x2)x218.14YJZ14(0.2x3.78+1.1x3.78x2)x218.14YAZ4(0.2x3.78x2+0.4x3.78x2)x29.07YDZ10(0.4x3.78x2+0.7x3.78x2)x216.63YAZ4(0.2x3.78x2+0.4x3.78x2)x29.07YYZ18(2.6x3.78x2+0.2x3.78x2)x242.34YJZ220.2x3.78x2+0.9x3.78x28.32YDZ190.4x3.78x2+1x3.78x210.58YJZ20(0.3x3.78x2+1.75x3.78x2)x231.00YJZ21(0.85x3.78+0.25x3.78x2)x210.21YJZ260.25x3.78x2+0.6x3.78x26.43YDZ27(0.4x3.78x2+0.65x3.78x2)x215.88YJZ240.3x3.78x2+1x3.78x29.83YJZ250.3x3.78x2+1x3.78x29.83

續(xù)表2序號分部分項工程名稱部位與編號單位計算式小計331~2標準層混凝土墻模板而(0.6+1.1+0.25+1+1.2+1.2+0.65+1+1.6+2.05+0.8+1.05+0.9+1+1.4+0.9+1.8+1.3)x2x3.78174.64341~2標準層梁模板而214.3516軸XL90.2x2.3+0.55x2.3x22.99XL10.2x0.7+0.55x0.7x20.91LL10.2x3.6x2+0.55x3.6x2x29.36KL30.2x4.2x2+0.2x4.2x2x25.04XL20.2x1+0.35x1x20.9L100.2x3.3+0.35x3.3x22.97KL270.2x4.35+0.35x4.35x23.92KL230.2x4.9x2+0.25x4.9x2x26.86KL180.2x6.8+0.35x6.8x26.26LL20.2x1x2+0.55x1x2x22.6L10.2x3.1+0.15x3.1x21.55KL160.2x5.75x2+0.55x5.75x2x28.35KL50.2x4.8+0.2x4.8x22.887~9軸KL240.2x1.8x4+0.2x1.8x2x42.3KL310.2x2.7+0.35x2.7x22.43KL260.2x3+0.35x3x22.7LL30.2x1.7+0.2x1.7x21.02KL220.2x5.15+0.3x5.15x24.12L20.2x5.25+0.35x5.25x24.73KL250.2x2.9x2+0.35x2.9x2x25.22KL80.2x3.5+0.2x3.5x2x23.5KL60.2x1.3x6+0.2x1.3x6x24.68KL160.2x3.45x2+0.55x3.45x2x28.97

10~18軸XL40.2x3.5+0.35x3.5x23.15LL40.2x1.3+0.2x1.3x20.72L110.2x5.3+0.3x5.3x24.24XL40.2x1.7x2+0.35x1.7x21.87L50.2x8+0.35x8x27.2KL100.2x3.5+0.2x3.5x22.1KL200.2x3.3+0.8x3.3x25.94KL120.2x3.5+0.2x3.5x22.1KL170.2x3.9+0.25x3.9x22.73L30.2x5.6+0.2x5.6x2+0.12x1.2x3+0.1x1.2x3x24.52L90.2x2.2+0.2x2.2x21.32XL30.2x2.2+0.9x2.2x21.32XL50.2x2.2+1x2.2x24.84L70.2x6.9+1x6.9x215.18KL150.2x4.7+0.67x4.7x27.24KL110.2x5.6+0.25x5.6x22.42KL130.2x2.7+0.35x2.7x22.4319~26軸L120.2x11.7+0.2x11.7x27.02XL60.2x1.8+0.35x1.8x21.62KL300.2x3+0.2x3x21.8KL280.2x5.65+0.35x5.65x25.09KL210.2x5.95+0.3x5.95x24.76KL140.2x6.82+0.35x6.82x26.14XL70.2x1.8+0.35x1.8x21.62XL80.2x2.8+0.55x2.8x23.64LL10.2x2.4+0.55x2.4x23.12KL190.2x7.2x2+0.35x7.2x27.92351~2層C25頂板模板壯(32.2x2+18x2)x0.3+435.31-0.2x(7.2+1.95+1.95+3.05+3.15+2.3+2.4+4.8+4.1+3.05+3.05+25.8+161.7)421.16續(xù)表3序號分部分項工程名稱部位與編號單位計算式小計

361~2標準層樓梯C25混凝土m2按水平投影計算為(3-0.25)x(1.8+2.70+2.075+0.15+0.125x)2=34.65x234.56x2371~2標準層樓梯模板m234.56x234.56x2381~2標準層樓梯鋼筋t0.12x2+0.29x2①12以內(nèi)：34.65/10x0.036=0.12x2①12以外：34.65/10x0.084=0.29x2393~17層標準層C25剪力墻M342.5714軸AZ2(0.4x0.2+0.5x0.2)x2.7x20.97YDZ1(0.45x0.4+0.2x0.3)x2.7x21.3YAZ280.5x0.2x2.7x20.54YJZ5(0.3x0.55+0.25x0.6)x2.7x21.7YJZ6(0.2x0.5+0.4x0.2)x2.7x20.97YAZ20.25x0.4x2.7x20.54YJZ7(0.25x0.55+0.6x0.25)x2.7x21.555~8軸YJZ16(0.2x0.3+0.25x0.8)x2.7x21.4YJZ15(0.2x0.5+0.2x0.5)x2.7x21.08YJZ11(0.2x0.5+0.2x0.8)x2.7x21.4YDZ10(0.4x0.4+0.2x0.3)x2.7x21.19YJZ14(0.2x0.8+0.2x0.3)x2.7x21.19YAZ350.2x0.55x2.7x20.59YDZ13(0.3x0.2+0.4x0.4+0.2x0.75+0.25x0.2)x2.7x22.279~10軸YAZ0.2x0.4x2.7x20.43AZ3(0.5x0.55+0.75x0.2)x2.7x22.3YJZ23(0.2x0.55+0.75x0.25)x2.7x21.4YAZ290.2x0.45x2.7x25.49

YJZ14(0.2x0.5+0.6x0.2)x2.7x21.19YAZ40.2x0.4x2.7x20.43YDZ10(0.4x0.4+0.2x0.3)x2.7x21.19YAZ40.2x0.4x2.7x20.43YYZ18(0.2x2+0.3x0.2x2)x2.78x22.89YJZ22(0.2x0.3+0.2x0.6)x2.7x26.8以上為對稱結(jié)構(gòu)剩余未不對稱結(jié)構(gòu)YDZ19(0.25x0.3+0.4x0.4+0.2x0.3)x2.70.8YJZ20(0.2x1+0.75x0.3)x2.71.15YJZ21(0.25x0.55+0.2x0.3)x2.70.53YJZ260.25x0.6x2.70.41YDZ27(0.4x0.4+0.25x0.3)x2.70.45YJZ24(0.3x0.8+0.3x0.2)x2.70.81YJZ25(0.3x0.8+0.2x0.3)x2.70.81403~17標準層C25混凝土墻M316.7614軸(0.6x0.2+0.2x1.1+0.2x0.25+0.2x1+0.2x1.2+0.2x1.2)x2.7x25.7869軸{0.2x0.65+0.2x1+0.2x1.6+0.25x(0.2++0.8)}x2.7x24.8639~12軸(1.05+0.9+1)x0.2x2.7x23.19以上為對稱結(jié)構(gòu)剩余未不不對稱結(jié)構(gòu)(1.4+0.9+1.8+1.3)x0.2x2.72.92413~17層標準層砌筑工程M3{1.1x2.7+0.3x2.7+1.8x(2.7-1.8)+2.6x2.7+1x(2.7-2.2)+2.7x(2.7-2.2)+1x(2.7-2.2)+1.5x(2.7-2.2)+1.2x2.7+1x(2.7-2.2)+1x2.7+1x(2.7-2.2)+1.2x(2.7-2.1)+2.35x2.7+2x2.7+2x2.7+0.75x2.7+2x2.7+0.6x2.7+0.2x2.7+(3.15-1.3)x2.7+1.3x(2.7-1.9)+1x(2.7-2.2)+1x(2.7-2.2)+0.8x2.7+1.5x(2.7-2.2)+1x(2.7-2.2)+1x(2.7-2.2)+1x2.7+1.3x2.7+11.7x2.7+1.5x2.7+1.5x(2.7-2.5)+1.5x2.7x2+0.6x2.7+1.5x(2.7-2.5)+1.5x2.7+1x2.7+1.4x43.89

(2.7-2.2)+1.8x2.7+1.8x2.7+0.4x2.7+1.6x2.7+0.6x2.7+1.6x2.7+2.7x2.7+0.5x2.7+3.1x2.7+1.4x(2.7-1.8)+0.4x2.7x2+0.8x2.7+2.5x2.7+0.7x2.7+1.3x2.7+2.7x2.7+1.3x2.7+0.6x2.7+2.05x2.7+0.3x(2.7-1.9)+0.6 x 2.7+0.9 x(2.7-2.1)+0.8 x 2.7+0.8 x(2.7-2.1)+2.7x2.7+1.3x2.7+2x2.7}x0.2423~17層標準層C25梁混凝土M26.32XL40.2x0.55x2.3x20.51X110.2x1.2x1x20.48K110.2x0.55x2.6x20.57L110.2x0.35x3.6x20.5L10.12x0.3x1.8x2+0.2x0.55x2.7x20.72L110.2x0.55x10.11x120.2x0.55x(0.8+1.6)x20.53L120.2x0.55x3.3x20.73KL200.2x0.55x4.15x20.73KL20.2x0.4x4.2x20.67L100.2x0.35x3.3x20.46KL170.2x0.45x4.9x20.88KL30.2x0.55x5.2x21.14KL140.2x0.55x6.7x21.47L20.2x0.35x3.3x2x20.92KL130.2x0.55x6.3x21.39KL180.2x0.55x1.8x20.4KL220.2x0.55x2.7x20.6KL210.2x0.55x5.55x21.22LL20.2x0.55x4.4x20.97L30.2x0.55x5.7x21.25L130.2x0.5x5.7x21.14XL30.2x0.55x2.9x20.64LL30.2x0.4x1.3x20.21KL190.2x0.55x2.9x20.64KL60.2x0.45x2.6x20.47

KL160.2x0.5x5.25x21.05LL50.2x0.5x0.9x20.18LL40.2x0.55x0.9x20.2KL80.2x0.4x1.9x20.3L40.2x0.45x2.60.23L90.2x0.4x3.25x20.52KL50.2x0.55x2.9+0.2x0.4x1.5x3x21.04L10.1x0.4x1.4x2+0.2x0.4x1.4+0.2x0.45x4+0.2x0.4x(3.75+3.35+2.3)1.3KL110.2x0.55x2.30.25L60.2x0.35x2.60.18KL90.2x0.45x4.90.44KL70.5x0.4x3.10.62L70.2x0.4x2.20.18KL120.2x0.6x40.48433~17層標準層頂板C25混凝土M3(3.7x4.6+3.7x1.8+3.3x5.5+(3.7+3.3)x3.9+3.1x3.4+2x3.14+2.2x3.4+2.2x1.5+3.9x5.95+1.8x4+3.75x5.1+3x4.85+3.5x5.6+7x1.5+7x3.3+3.25x2.4+3.25x3.9+0.9x5.7)x0.2x2+5.6x6.9x0.2104.17443~17層標準層剪力墻模板m2297.41AZ20.2x2.7x2x2+0.9x2.7x2x211.88YDZ10.4x2.7x2x2+0.65x2.7x2x211.34YAZ280.5x2.7x2x2+0.5x2.7x2x210.8YJZ50.3x2.7x2x2+1.15x2.7x2x215.66YJZ60.2x2.7x2x2+0.9x2.7x2x211.88YAZ20.25x2.7x2x2+0.4x2.7x2x27.02YJZ70.25x2.7x2x2+1.05x2.7x2x214.04YJZ160.25x2.7x2x2+1.1x2.7x2x214.58YJZ150.2x2.7x2x2+0.5x2.7x2x27.56YJZ110.2x2.7x2x2+1.3x2.7x2x216.2YDZ100.4x2.7x2x2+0.6x2.7x2x210.8YJZ140.2x2.7x2x2+1x2.7x2x212.96YAZ350.2x2.7x2x2+0.55x2.7x2x28.1YDZ131.3x2.7x2x2+0.4x2.7x2x218.36YAZ0.2x2.7x2x2+0.4x2.7x2x26.48

AZ30.5x2.7x2x2+1.3x2.7x2x219.44YJZ230.25x2.7x2x2+1.3x2x27.9YAZ290.2x2.7x2x2+0.45x2.7x2x27.02YJZ140.2x2.7x2x2+1.1x2.7x2x214.04YAZ40.2x2.7x2x2+0.4x2.7x2x26.48YYZ180.2x2.7x2+2.6x2.7x215.12YJZ220.2x2.7x2+0.9x2.7x25.94YDZ190.4x2.7x2+1x2.7x26.21YJZ210.25x2.7x2+0.75x2.7x25.4YJZ260.25x2.7x2+0.6x2.7x24.59YDZ270.4x2.7x2+0.65x2.7x25.67YJZ240.3x2.7x2+1x2.7x27.02YJZ250.3x2.7x2+1x2.7x27.02453~17層標準層混凝土墻模板m2{(0.6+1.1+0.25+1+1.2+0.65+1+1.6+2.05+0.8+1.05+0.9+1)x2+1.4+0.9+1.8+1.3}x2.7x2160.49463~17層標準層梁模板m2221.27XL40.2x2.3x2+0.35x2.3x2x24.14X110.2x1x2+1x1x2x24.2K110.2x5.6x2+0.35x5.6x2x210.08L110.2x3.6x2+0.15x3.6x2x23.6L10.12x1.8x2+0.1x1.8x2x2+0.2x2.7x2+0.35x2.7x2x26.01L110.2x1+0.35x1x20.9x120.2x(0.8+1.6)x2+0.35x(0.8+1.6)x2x24.32L120.2x3.3x2+0.35x2.2x2x24.4KL200.2x4.15x2+0.35x4.15x2x27.47KL20.2x4.25x2+0.2x4.25x2x25.1L100.2x3.3x2+0.15x3.3x2x23.3KL170.2x4.9x2+0.25x4.9x24.41KL30.2x2.5x2+0.35x5.5x2x28.7KL140.2x6.7x2+0.35x6.7x2x212.06L20.2x3.3x2x2+0.15x3.5x2x2x26.84KL130.2x6.3x2+0.35x6.3x2x211.34KL180.2x1.8x2+0.35x1.8x2x23.24

KL220.2x2.7x2+0.35x2.7x2x24.86KL210.2x5.55x2+0.35x5.55x2x29.99LL20.2x1.7x2+0.35x1.7x2x23.06L30.2x5.7x2+0.35x2.7x2x26.06L130.2x4.4x2+0.3x4.4x2x27.04XL30.2x1.8x2+0.35x1.8x2x23.24LL30.2x1.3x2+0.2x1.3x2x21.56KL190.2x2.9x2+0.35x2.9x2x25.22KL60.2x2.6x2+0.25x2.6x2x23.64KL160.2x2.6x2+0.25x2.6x2x23.64LL50.2x0.9x2+0.3x0.9x2x21.44LL40.2x0.9x2+0.35x0.9x2x21.62KL80.2x1.9x2+0.2x1.9x2x22.28L40.2x2.6x2+0.25x2.6x2x23.64L90.2x3.25x2+0.2x3.25x2x25.2KL50.2x2.9+0.35x2.9x2x2+0.2x1.5x6+0.2x1.5x6x210.04L10.1x1.4x2+0.2x1.4x2+0.2x1.4+0.2x1.4x2+0.2x4+0.25x4x2+0.2x93.75+3.35+2.3)+0.2x(3.75+3.35+2.3)x234.65KL110.2x2.3+0.35x2.3x22.07L60.2x2.6+0.15x2.6x21.3KL90.2x4.9+0.25x4.9x23.43KL70.2x3.1+0.2x3.1x21.86L70.2x2.2+0.2x2.2x21.32KL120.2x4+0.4x4x24473~17層標準層頂板模板壯(32.2x2+18x2)x0.3+435.31-0.2x(7.2+1.95+1.95+3.05+3.15+2.3+2.4+4.8+4.1+3.05+3.05+25.8+161.7)421.16483~17層剪力墻鋼筋t1.02+2.34①12以內(nèi)：42.57x0.0241.02①12以夕卜：42.57x0.0552.34493~17標準層混凝土墻鋼筋t0.4+0.92

①12以內(nèi)：16.76x0.0240.4①12以外：16.76x0.0550.92503~17標準層梁鋼筋t1.13+2.63①12以內(nèi)：26.32x0.0431.13①12以夕卜：26.32x0.12.63513~17標準層頂板鋼筋t4.5+10.47①12以內(nèi)：104.67x0.0434.5①12以外：104.67x0.110.47523~17標準層頂板鋼筋t4.48+10.42①12以內(nèi)：104.17x0.0434.48①12以外：104.17x0.110.42533~17標準層樓梯C25混凝土m2按水平投影計算為(3-0.25)x(1.8+2.70+2.75+0.15+0.125x)2=34.65x234.56x2543~17標準層樓梯模板m234.56x234.56x2553~17標準層樓梯鋼筋t0.12x2+0.29x2①12以內(nèi)：34.65/10x0.036=0.12x2①12以外：34.65/10x0.084=0.29x256閣樓層C25剪力墻混凝土16.08GJZ9{0.2x0.85+0.3x0.2x(52.5-50.95)}x20.46GAZ320.2x0.4x(52.5-50.95)x20.25LZ1(0.5x0.5+0.2x0.3)x(52.5-50.95)x20.96GJZ3(0.2x0.8+0.3x0.2)x(52.5-50.95)x20.68GAZ40.2x0.4x(54.933-50.95)x20.64LZ1(0.2x0.5+0.2x0.3)x(52.5-50.95)x20.5GDZ130.4x0.4x(52.5-50.95)x20.5

GAZ350.2x0.4x(52.5-50.95)x20.25GJZ14(0.2x0.8+0.3x0.2)x(52.5-50.95)x20.68GAZ40.2x0.4x(54.93-50.95)x20.64GDZ100.4x0.4x(52.5-50.95)x20.5GJZ11(0.2x0.3+0.8x0.2)x(52.5-50.95)x20.68LZ1(0.2x0.5+0.2x0.3)x(52.5-50.95)x20.5GJZ23(0.2x0.8+0.3x0.2)x(52.5-50.95)x20.68GAZ90.2x0.4x(52.5-50.95)x20.25GAZ40.2x0.4x(52.5-50.95)x20.25GJZ14(0.2x0.8+0.2x0.3)x(54.93-50.95)x21.75GAZ40.2x0.4x(54.93-50.95)x20.64GJZ17(0.2x0.5+0.2x0.3)x(55.6-50.95)0.74GAZ310.2x0.4x(55.6-52.75)0.23GDZ19(0.4x0.4+0.2x0.2)x(55.6-52.75)0.57GAZ310.2x0.4x(55.6-52.75)0.18GJZ20(0.2x0.6+0.75x0.3)x(55.6-52.75)0.98GJZ210.2x0.55x(55.6-52.75)0.31GJZ26(0.3x0.95+0.2x0.3)x(55.6-50.95)1.6GDZ27(0.4x0.4)x(52.75-50.95)+0.2x0.4x(55.6-52.75)0.5257閣樓層C25混凝土墻M30.4x0.2x(52.5-50.95)x2+0.9x0.2x(52.5-50.95)x2+1.9x0.2x(54.93-50.95)x2+1x0.2x(52.5-50.95)x2+1x0.2x(54.93-50.95)x2+1.1x0.2x(52.5-50.95)x2+0.8x0.2x(54.93-50.95)x2+0.2x1.85x(55.6-50.95)x2+0.65x0.2x(55.6-50.95)+0.75x0.2x(55.6-50.95)+0.55x0.2x(55.6-50.95)+0.9x0.2x(55.6-50.95)+2x0.2x(55.6-50.95)16.4758閣樓層砌筑工程M31.8X(4.4+1.6X2+1.6+4.4)+0.5X(3+0.75+1.6+3.3+1.6)X2+{0.2X0.5X(52.5-50,95)+0.2X1,2X(54.93-50.95-1.4)}X2+0.4X0.2X(54.93-50.95)X2+0.25X

(52.5-50.95)X1.2X2+0.2X3.1X(52.5-50.95)X2+0.2X1,5X(52.5-50.95)X2+0,2X2X(52.5-50.95)X2+0.2X2,9X(52.5-50.95)X2+0.2X1.3X(52.5-50.95)X2+0.2X1X(54.93-50.95)X2+0.2X4X{(54.93-52.5)/2+52.5-50.95}X2+0.2X1.8X{(54.93-52.5)/2+52.5-50.95}X2+0.2X4.85X(54.93-50.95)X2+1.6X(54.93-50.95-1.4)X0.2X2+0.75X0.2X(52.5-50,95)+1.8X(52.5-50.95-0.1)X2X0.2+0.14X(52.5-50.95-0.6)X2+3.3X0,2X(52.5-50.95)X2+0,8X(52.5-50.95-1.3)X0,2X2+0,2X1X(52.5-50.95)X2+1.8X0,2X(54.93-50.95)X2+0.8X0.2X(54.93-50.95)+0.2X1.6X(54.93-50.95)X2+0.2X3.7X(54.93-50.95)+0.2X2.9X(54.93-50,95)+0.2X1.15X(55.6-50.95)+2.1X0,2X(55.6-50.95-2.1)+0.7X0.2X(55.6-50,95)+2.2X0,2X(55.6-50,95)+5X0.2X(55.6-50,95)+1.75X0.2X(55.6-50,95)+1X(55.6-50.95-1.4)X0.2+1X0,2X(55.6-50.95)91.5359閣樓層C25梁混凝土M313.21WKL10.2x0.4x1x20.16WKL170.2x0.4x3.2x20.51WKL20.2x0.55x7.3x21.6WKL180.2x0.633x2.55x20.65WKL30.2x0.45x5.1x20.92L20.2x0.4x1.8x20.29L30.2x0.4x1.8x20.29WKL140.2x0.4x3.1x20.5WKL100.2x0.5x5.2x21.04WLL0.2x0.4x1.8x20.29WKL150.2x0.4x1.8x20.29WKL40.2x0.4x3.6x20.58WKL200.2x0.5x3x20.6WKL190.2x0.4x2.4x20.38WKL30.2x0.4x1.3x20.21WKL160.2x0.55x2.9x20.64WLL60.2x0.4x1.80.14WKL50.2x0.4x3.5x20.56L10.2x0.4x3.50.28

WKL50.2x0.4x3.5x20.56L10.2x0.4x3.50.28WKL20.2x0.4x3.30.26WLL0.2x0.4x1.5x20.24XL10.2x0.5x1.5x20.3WXL0.2x0.4x1.50.12WLL40.2x0.4x1.50.12WKL110.2x0.45x3.90.35DGL0.2x0.4x4.3x20.69WKL0.2x0.45x4.90.44WKL80.2x0.4x2.30.18WKL90.3x0.5x3.850.5860閣樓屋面混凝土m362.84坡屋面2x3.7x1.2x2x0.2+4x3.3x1.2x2x0.2+3.7x5.95x1.2x2x0.2+8.1x3.8x1.2x2x0.2+8.8x2.35x1.2x0.239.55平屋面1.65x8.8x0.2+7.1x7.3x0.2+12.5x3x0.2+6.3x2x0.223.2961閣樓層剪力墻模板m2209.4,GJZ90.2x(52.5-50.95)x2x2+1.15x(52.5-50.95)x2x28.37GAZ320.2x(52.5-50.95)x2x2+0.4x(52.5-50.95)x2x23.72LZ10.2x(52.5-50.95)x2x2+0.8x(52.5-50.95)x2x26.2GJZ30.2x(52.5-50.95)x2x2+1.1x(52.5-50.95)x2x28.06GAZ40.2x(54.933-50.95)x2x2+0.4x(54.933-50.95)x2x29.6LZ10.2x(52.5-50.95)x2x2+0.8x(52.5-50.95)x2x213.58GDZ130.4x(52.5-50.95)x2x2+0.4x(52.5-50.95)x2x24.96GAZ350.2x(52.5-50.95)x2x2+0.4x(52.5-50.95)x2x23.72GJZ140.2x(52.5-50.95)x2x2+0.4x(52.5-50.95)x2x27.64

GAZ40.2x(54.93-50.95)x2x2+0.4x(54.93-50.95)x2x29.6GDZ100.4x(52.5-50.95)x2x2+0.4x(52.5-50.95)x2x29.08GJZ110.2x(52.5-50.95)x2x2+1.1x(52.5-50.95)x2x28.06LZ10.2x(52.5-50.95)x2x2+0.8x(52.5-50.95)x2x26.2GJZ230.2x(52.5-50.95)x2x2+1.1x(52.5-50.95)x2x28.06GAZ90.2x(52.5-50.95)x2x2+0.4x(52.5-50.95)x2x23.72GAZ40.2x(52.5-50.95)x2x2+0.4x(52.5-50.95)x2x23.72GJZ140.2x(54.93-50.95)x2x2+1.1x(54.93-50.95)x2x220.8GAZ40.2x(54.93-50.95)x2x2+0.4x(54.93-50.95)x2x29.6GJZ170.2x(55.6-50.95)x2+0.8x(55.6-50.95)x29.5GAZ310.2x(55.6-52.75)x2x2+0.4x(55.6-52.75)x2x27.08GDZ190.6x(55.6-52.75)x2x2x213.68GJZ200.3x(55.6-52.75)x2+1