午啪啪夜福利无码亚洲,亚洲欧美suv精品,欧洲尺码日本尺码专线美国,老狼影院成年女人大片

1、工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ahA1區(qū)3334軸LLA1-3(1A)0.351.009.2+6.621-0.515.325.3632.02KL1A1-1(1A)0.401.009.2+7.213-115.416.1732.98LL1A1-1(1A)0.351.009.2+7.617-0.516.325.7134.10LL1A1-1(1A)0.351.009.2+8.125-0.516.835.8935.16KL1A1-4(2A)0.401.009.2+8.653-0.5-12、16.356.5435.00LL1A1-2(1A)0.401.009.2+9.216-0.517.927.1738.34KL1A1-3(1B)0.501.2017.8-0.5-0.516.8010.0844.35LL1A1-5(3)0.300.503.835+2.893+4.752-0.5-0.4-0.410.181.5310.59LL1A1-5(4)0.300.5014.615-0.4-0.35-0.35-0.4-0.412.721.9113.22KLA1-2(1B)0.501.2015.87-114.878.9239.26A1區(qū)坡道梁LL2A1-4(3)0.300.50(3.385+2.83、93+4.752)/0.9925-0.510.611.5911.04LL2A1-3(4)0.300.5014.615/0.992514.732.2115.31LL2A1-1(4)0.370.5015.288/0.9925-114.402.6615.99LL2A1-5(1)0.300.401.817-0.31.520.181.27LLA2A1-2(2)0.300.404.474-0.34.170.503.51A1區(qū)梁砼模板小計(jì)66.4266.42362.15362.15A2區(qū)31軸32軸LL1A2-3(2A)0.401.009.2+9.368-0.5-0.517.577.0337.60KL1A24、-4(2A)0.401.009.2+10.022-0.5-117.727.0937.93LL1A2-1(2A)0.350.909.2+10.809-119.015.9935.93LL1A2-1(2A)0.350.909.2+11.391-119.596.1737.03KL1A2-4(2A)0.401.009.2+11.872-0.5-119.577.8341.88LL1A2-2(2A)0.401.009.2+12.425-120.638.2544.14KL1A2-3(1B)0.501.205.911+13.926-118.8411.3049.73KL1A2-1(1B)0.502.3021.615、5-120.6223.7199.78KL1A2-2(1B)0.501.2022.805-121.8113.0857.57A2區(qū)坡道梁KL1A2-1(1B)0.502.3021.615/0.9925-120.7823.90100.57LL2A2-2(1)0.300.60(14.026+8.329)/0.9925-0.4-0.421.723.9126.94KL2A2-1(1B)0.501.2022.805/0.9925-121.9813.1958.02LL2A2-4(2)0.400.65(0.853-0.3)/0.8506+2.906-0.53.060.794.40KL2A2-3(1)0.400.6、701.706+2.892-0.54.101.156.31LL2A2-1(1)0.350.702.75+2.844-0.55.091.257.59LL2A2-1(1)0.350.703.42+2.751-0.55.671.398.45KLA2A2-2(1)0.400.703.785+2.822-0.85.811.638.94LL2A2-3(1)0.400.754.305/0.8506+2.72-0.57.282.1811.94編制人:2023/10/19第1頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表A2區(qū)梁砼模板小計(jì)139.83139.83674.73674.73體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼7、模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ah編制人:2023/10/19第2頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ah編制人:2023/10/19第3頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ah編制人:2023/10/19第4頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板8、板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ah編制人:2023/10/19第5頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ah編制人:2023/10/19第6頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ah編制人:2023/10/19第7頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工9、程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ah編制人:2023/10/19第8頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ah編制人:2023/10/19第9頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ah編制人:2023/10/19第10頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程10、量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ah編制人:2023/10/19第11頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ah編制人:2023/10/19第12頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ah編制人:2023/10/19第13頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程11、量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ah編制人:2023/10/19第14頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ahA1區(qū)3334軸LLA1-3(1A)0.351.009.2+6.621-0.515.325.3632.02KL1A1-1(1A)0.401.009.2+7.213-115.416.1732.98LL1A1-1(1A)0.351.009.2+7.617-0.516.325.7134.10LL1A1-1(1A)0.351.012、09.2+8.125-0.516.835.8935.16KL1A1-4(2A)0.401.009.2+8.653-0.5-116.356.5435.00LL1A1-2(1A)0.401.009.2+9.216-0.517.927.1738.34KL1A1-3(1B)0.501.2017.8-0.5-0.516.8010.0844.35LL1A1-5(3)0.300.503.835+2.893+4.752-0.5-0.4-0.410.181.5310.59LL1A1-5(4)0.300.5014.615-0.4-0.35-0.35-0.4-0.412.721.9113.22KLA1-2(1B)013、.501.2015.87-114.878.9239.26A1區(qū)坡道梁LL2A1-4(3)0.300.50(3.385+2.893+4.752)/0.9925-0.510.611.5911.04LL2A1-3(4)0.300.5014.615/0.992514.732.2115.31LL2A1-1(4)0.370.5015.288/0.9925-114.402.6615.99LL2A1-5(1)0.300.401.817-0.31.520.181.27LLA2A1-2(2)0.300.404.474-0.34.170.503.51A1區(qū)梁砼模板小計(jì)66.4266.42362.15362.15A214、區(qū)31軸32軸LL1A2-3(2A)0.401.009.2+9.368-0.5-0.517.577.0337.60KL1A2-4(2A)0.401.009.2+10.022-0.5-117.727.0937.93LL1A2-1(2A)0.350.909.2+10.809-119.015.9935.93LL1A2-1(2A)0.350.909.2+11.391-119.596.1737.03KL1A2-4(2A)0.401.009.2+11.872-0.5-119.577.8341.88LL1A2-2(2A)0.401.009.2+12.425-120.638.2544.14KL1A2-3(1B15、)0.501.205.911+13.926-118.8411.3049.73KL1A2-1(1B)0.502.3021.615-120.6223.7199.78KL1A2-2(1B)0.501.2022.805-121.8113.0857.57A2區(qū)坡道梁KL1A2-1(1B)0.502.3021.615/0.9925-120.7823.90100.57LL2A2-2(1)0.300.60(14.026+8.329)/0.9925-0.4-0.421.723.9126.94KL2A2-1(1B)0.501.2022.805/0.9925-121.9813.1958.02LL2A2-4(2)0.16、400.65(0.853-0.3)/0.8506+2.906-0.53.060.794.40KL2A2-3(1)0.400.701.706+2.892-0.54.101.156.31LL2A2-1(1)0.350.702.75+2.844-0.55.091.257.59LL2A2-1(1)0.350.703.42+2.751-0.55.671.398.45KLA2A2-2(1)0.400.703.785+2.822-0.85.811.638.94LL2A2-3(1)0.400.754.305/0.8506+2.72-0.57.282.1811.94編制人:2023/10/19第15頁(yè) 共66頁(yè)17、工工 程程 量量 計(jì)計(jì) 算算 表表A2區(qū)梁砼模板小計(jì)139.83139.83674.73674.73體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ah編制人:2023/10/19第16頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ah編制人:2023/10/19第17頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m318、)模板量(m2)ah編制人:2023/10/19第18頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ah編制人:2023/10/19第19頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ah編制人:2023/10/19第20頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m319、)模板量(m2)ah編制人:2023/10/19第21頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ah編制人:2023/10/19第22頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ah編制人:2023/10/19第23頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m320、)模板量(m2)ah編制人:2023/10/19第24頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ah編制人:2023/10/19第25頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ah編制人:2023/10/19第26頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m321、)模板量(m2)ah編制人:2023/10/19第27頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體體育育場(chǎng)場(chǎng)A A區(qū)區(qū)砼砼模模板板工工程程量量工程部位軸線號(hào)梁號(hào)梁截面梁凈長(zhǎng)計(jì)算公式梁凈長(zhǎng)砼量(m3)模板量(m2)ah編制人:2023/10/19第28頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體育場(chǎng)砼工程序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量1A區(qū)1#樓梯2個(gè)(室外)(1.15*4.1+1.8*1.15*2+2.3*1.15+1.15*2.3)*2=28.29A區(qū)2#樓梯2個(gè)(室內(nèi))2.05*14.02*257.48A區(qū)3#樓梯2個(gè)(室內(nèi))(3.715*1*2+3.715*1.1722、1+3.45*0.916*2+3.455*1.17)*244.29A區(qū)0#樓梯7個(gè)雙(看臺(tái))4.36*0.9*727.47小計(jì)小計(jì)157.532A區(qū)1#樓梯柱3個(gè)(1.05*0.3*0.3*2+1.665*0.5*0.3)*20.88A區(qū)2#樓梯柱4個(gè)0.3*0.3*3.093*4*22.23A區(qū)3#樓梯柱2個(gè)0.3*0.3*0.616*2*20.22小計(jì)小計(jì)3.333A區(qū)1#樓梯柱抹灰(0.3*4*1.05*2+(0.5+0.3)*2*1.665)*210.37A區(qū)2#樓梯柱抹灰0.3*4*3.093*4*229.69A區(qū)3#樓梯柱抹灰0.3*4*0.616*2*22.96小計(jì)小計(jì)43.0223、4B區(qū)1#樓梯4個(gè)(室外)2.8*4.5*450.40B區(qū)2#樓梯2個(gè)(室內(nèi))(3.92*1.87+3.84*1.6)*226.95B區(qū)0#樓梯4個(gè)雙(看臺(tái))4.36*0.9*415.70B區(qū)0#樓梯8個(gè)單(看臺(tái))2.68*0.9*819.30小計(jì)小計(jì)112.345B區(qū)2#樓梯柱1個(gè)0.3*0.3*1.387*20.256B區(qū)2#樓梯柱抹灰0.3*4*1.387*23.337C區(qū)1#樓梯1個(gè)(室外)2.4*2*1.6+2.4*3.7+5.3*5.445.18C區(qū)2#樓梯1個(gè)(室外)2.4*1.86*2+2.4*3.447+1.9*5.307*2+1.6*5.30745.86C區(qū)3#樓梯1個(gè)(室24、外)11.5*3.3538.53C區(qū)4#樓梯1個(gè)(室外)11.8*3.3539.53編制人:2023/10/19第29頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表小計(jì)169.09169.098D區(qū)1#樓梯個(gè)(室外)(2.7*2.7*2+2.7*2.7*4+2.7*8.515)*2133.46D區(qū)2#樓梯1個(gè)(室內(nèi))3.6*2.48.64D區(qū)0#樓梯3個(gè)雙(看臺(tái))4.36*0.9*311.77D區(qū)0#樓梯4個(gè)單(看臺(tái))2.68*0.9*49.65小計(jì)小計(jì)30.069D區(qū)1#樓梯柱4個(gè)0.3*0.3*(1.095+1.13+2.625+2.687)*21.3610D區(qū)1#樓梯柱抹灰0.3*4*725、.537*218.0911ABCD區(qū)樓梯合計(jì)157.53+112.34+30.06+169.09469.0212A區(qū)框架柱KZ19-11*0.5*7.153+0.4*0.5*1.2353.82KZ19-20.5*0.5*1.20.30KZ20-11*0.5*8.188+0.4*0.5*1.2354.34KZ20-20.5*0.5*1.20.30KZ20-30.8*0.8*2.31.47KZ21-11*0.5*9.187+0.5*0.4*1.2354.84KZ21-20.5*0.5*1.20.30KZ21-30.8*0.8*2.31.47KZ22-11*0.5*9.922+0.5*0.4*1.226、355.21KZ22-20.5*0.5*1.20.30KZ22-30.8*0.8*2.31.47KZ23-11*0.5*10.415+0.5*0.4*1.3555.48KZ23-20.5*0.5*1.20.30KZ23-30.8*0.8*2.31.47KZ23-40.8*0.8*10.5756.77KZ24-20.5*0.5*1.20.30體育場(chǎng)砼工程序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第30頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表KZ24-30.8*0.8*2.31.47KZ24-40.8*0.8*4.9233.15KZ25-20.5*0.5*1.227、0.30KZ25-30.8*0.8*2.31.47KZ25-40.8*0.8*4.9233.15KZ26-10.5*0.5*2.2740.57KZ26-20.5*0.5*1.20.30KZ26-30.8*0.8*2.31.47KZ26-40.8*0.8*4.9233.15KZ26-60.6*0.6*14.815.33KZ27-10.5*0.5*2.2740.57KZ27-20.5*0.5*1.20.30KZ27-30.8*0.8*2.31.47KZ27-40.8*0.8*4.9233.15KZ27-60.6*0.6*14.815.33KZ28-20.5*0.5*1.20.30KZ28-30.828、*0.8*2.31.47KZ28-40.8*0.8*9.5356.10KZ29-20.5*0.5*1.20.30KZ29-30.8*0.8*2.31.47KZ29-40.8*0.8*4.9233.15KZ30-10.5*1*9.415+0.4*0.5*1.3554.98KZ30-20.5*0.5*1.20.30KZ30-30.8*0.8*2.31.47KZ30-40.8*0.8*5.9633.82體育場(chǎng)砼工程序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第31頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表KZ31-11*0.5*8.919+0.5*0.4*1.235429、.71KZ31-20.5*0.5*1.20.30KZ31-30.8*0.8*2.31.47KZ32-11*0.5*8.187+0.5*0.4*1.2354.34KZ32-20.5*0.5*1.20.30KZ32-30.8*0.8*2.31.47KZ33-11*0.5*7.191+0.5*0.4*1.2353.84KZ33-20.5*0.5*1.20.30KZ33-30.8*0.8*2.31.47KZ34-11*0.5*6.156+0.4*0.5*1.2353.33KZ34-20.5*0.5*1.20.30小計(jì)小計(jì)114.5313DZ-10.6*0.6*7.153*4+0.6*0.6*9.53530、*2+0.6*0.6*4.812*220.6314DTQ-10.45*7.165*7.55224.35DTQ-20.4*5.165*(11.243+6.383)36.42DTQ-30.35*3.165*11.78213.05小計(jì)小計(jì)73.8215B區(qū)框架柱KZ1-10.5*1*5.963+0.4*0.5*1.1963.22KZ1-20.5*0.5*1.20.30KZ1-30.8*0.8*2.31.47KZ2-10.5*1*5.735+0.5*0.4*1.2353.11KZ2-20.5*0.5*1.20.30KZ2-30.8*0.8*2.31.47KZ3-10.5*1*5.4+0.4*0.5*131、.2352.95KZ3-20.5*0.5*1.20.30體育場(chǎng)砼工程序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第32頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表KZ3-30.8*0.8*2.31.47KZ4-10.5*1*9.535+0.5*0.4*1.2355.01KZ4-20.5*0.5*1.20.30KZ4-30.8*0.8*2.31.47KZ5-10.5*1*4.311+0.5*0.4*1.2352.40KZ5-20.5*0.5*1.1050.28KZ5-30.8*0.8*2.31.47KZ6-10.5*1*3.575+0.5*0.4*1.2352.0332、KZ6-20.5*0.5*1.20.30KZ6-30.8*0.8*2.31.47KZ7-10.5*1*3.576+0.5*0.4*1.2352.04KZ7-20.5*0.5*1.20.30KZ7-30.8*0.8*2.31.47KZ8-10.5*1*2.576+0.5*0.4*1.2351.54KZ8-20.5*0.5*1.20.30KZ47-10.5*1*2.544+0.5*0.4*1.2351.52KZ47-20.5*0.5*1.20.30KZ48-10.5*1*3.579+0.5*0.4*1.2352.04KZ48-20.5*0.5*1.20.30KZ48-30.8*0.8*2.31.433、7KZ49-10.5*1*4.575+0.5*0.4*1.2352.53KZ49-20.5*0.5*1.20.30KZ49-30.8*0.8*2.31.47KZ50-10.5*1*4.311+0.5*0.4*1.2352.40KZ50-20.5*0.5*1.20.30體育場(chǎng)砼工程序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第33頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表KZ50-30.8*0.8*2.31.47KZ51-10.5*1*4.923+0.5*0.4*1.2352.71KZ51-20.5*0.5*1.20.30KZ51-30.8*0.8*2.31.4734、KZ52-10.5*1*5.4+0.5*0.4*1.2352.95KZ52-20.5*0.5*1.20.30KZ52-30.8*0.8*2.31.47KZ53-10.5*1*5.735*0.5*0.4*1.2350.71KZ53-20.5*0.5*1.20.30KZ53-30.8*0.8*2.31.47KZ54-10.5*1*5.963+0.5*0.4*1.1963.22KZ54-20.5*0.5*1.20.30KZ54-30.8*0.8*2.31.47小計(jì)小計(jì)65.7616DZ-10.6*0.6*6.912*614.9317DTQ-10.4*3.9*(9.5*2+43.796+23.874+35、13.417+23.874+13.417)214.3118C區(qū)框架柱KZ35-10.5*1*1.5120.76KZ35-20.5*0.5*1.20.30KZ36-10.5*1*1.5120.76KZ36-20.5*0.5*1.20.30KZ37-10.5*1*1.5120.76KZ37-20.5*0.5*1.20.30KZ38-10.5*1*1.5120.76KZ38-20.5*0.5*1.20.30KZ39-10.5*1*1.5120.76體育場(chǎng)砼工程序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第34頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表KZ39-20.536、*0.5*1.20.30KZ40-10.5*1*1.5120.76KZ40-20.5*0.5*1.20.30KZ41-10.5*1*1.5120.76KZ41-20.5*0.5*1.20.30KZ42-10.5*1*1.5120.76KZ42-20.5*0.5*1.20.30KZ43-10.5*1*1.5120.76KZ43-20.5*0.5*1.20.30KZ44-10.5*1*1.5120.76KZ44-20.5*0.5*1.20.30KZ45-10.5*1*1.5120.76KZ45-20.5*0.5*1.20.30KZ46-10.5*1*1.5120.76KZ46-20.5*0.5*137、.20.30小計(jì)小計(jì)12.6719C區(qū)欄板1.2M處(1.2*0.1+0.06*0.1)*123.65415.5820C區(qū)欄板0.6M處0.6*0.1*123.6547.4221D區(qū)框架柱KZ8-30.5*1*2.4121.21KZ8-40.5*0.5*1.20.30KZ9-10.5*1*2.4121.21KZ9-20.5*0.5*1.20.30KZ9-30.5*1*2.4121.21KZ9-40.5*0.5*1.20.30KZ10-10.5*1*2.4121.21體育場(chǎng)砼工程序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第35頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算38、 表表KZ10-20.5*0.5*1.20.30KZ10-30.5*0.5*1.20.30KZ11-10.5*1*2.4121.21KZ11-20.5*0.5*1.20.30KZ12-10.5*1*2.4121.21KZ12-20.5*0.5*1.20.30KZ13-10.5*1*2.4121.21KZ13-20.5*0.5*1.20.30KZ14-10.5*1*2.4121.21KZ14-20.5*0.5*1.20.30KZ15-10.5*1*2.4121.21KZ15-20.5*0.5*1.20.30KZ16-10.5*1*2.4121.21KZ16-20.5*0.5*1.20.30KZ139、7-10.5*1*2.4121.21KZ17-20.5*0.5*1.20.30KZ17-30.5*0.5*1.20.30KZ18-10.5*1*2.4121.21KZ18-20.5*0.5*1.20.30KZ18-30.5*1*2.4121.21KZ18-40.5*0.5*1.20.30KZ19-30.5*1*2.4121.21KZ19-40.5*0.5*1.20.30小計(jì)小計(jì)21.6822D區(qū)8個(gè)DZ-10.5*0.5*1.2*82.40體育場(chǎng)砼工程序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第36頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表4個(gè)TZ-20.5*40、0.5*5.812*45.8123D區(qū)欄板1.2M處(1.2*0.1+0.06*0.1)*136.71417.2324D區(qū)欄板0.6M處0.6*0.1*136.7148.2025A區(qū)A15.812m以下梁KL1A1-2(1B)19.073*0.5*1.211.44LL1A1-4(4)13.162*0.5*0.42.63LL1A1-5(3)12.547*0.3*0.51.88KL1A1-3(1B)15.5*0.5*1.29.30LL1A1-3(1A)14.608*0.35*1.05.11KL1A1-1(1A)15.19*0.4*1.06.08LL1A1-1(1A)15.25*0.35*1.05.41、34LL1A1-1(1A)15.55*0.35*1.05.44KL1A1-4(2A)17.15*0.4*1.06.86LL1A1-2(1A)16.55*0.4*1.06.62小計(jì)小計(jì)68.9126A區(qū)5.812m以下A1板(2.5395*6.0195+3.172*2.445+3.723*2.445+3.506*2.451+3.8585*3.8585)*0.137.23(3.2975*2.145+3.586*1.957+3.319*2.008+3.568*1.895)*0.133.58(0.5*13.562*2.496)*0.132.20(5.7165*7.65+2.9465*7.496+4.142、26*7.1375)*0.1312.385.222*9.9435*0.168.31小計(jì)小計(jì)33.7027A區(qū)A1板5.812m以下267.35*0.13+9.72*4.5*0.0336.0728A1梁5.812m以上(平面坡道處)LL2A1-1(4)13.788*0.37*0.52.55LL2A1-3(4)13.315*0.3*0.52.00LL2A1-4(3)10.08*0.3*0.51.51LL2A1-5(1)1.884*0.3*0.40.23體育場(chǎng)砼工程序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第37頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表LL2A1-43、2(2)4.07*0.3*0.40.49小計(jì)小計(jì)6.7729A1板(平面坡道處)5.812m以上(1.9568*14.9515+0.5*2.042*11.48)*0.14.1030A1區(qū)LZ-10.3*0.3*3*4.8141.30A1區(qū)LZ-20.3*0.37*9*3.5793.58小計(jì)小計(jì)4.8831A2梁5.812m以下KL1A2-2(1B)21.089*0.5*1.212.65KL1A2-1(1B)19.956*0.5*2.322.95KL1A2-3(1B)18.7*0.5*1.210.00LL1A2-3(2A)16.1*0.4*1.06.44KL1A2-4(2A)16.377*0.444、*1.06.55LL1A2-1(2A)17.783*0.35*0.95.60LL1A2-1(2A)18.368*0.35*0.95.79KL1A2-4(2A)18.802*0.4*1.07.52LL1A2-2(2A)19.401*0.4*1.06.75小計(jì)小計(jì)98.1032A2處板5.812m以下(2.646*21.554+3.825*4.13+3.512*4.826+3.451*5.335+5.548*5.852+3.791*8.187)*0.13+10.82*(3.791+3.701+3.575+3.552+5.361)*0.1350.4233A2梁5.812m以上(平面坡道處)KL2A245、-1(1B)22.005*0.5*1.213.20LL2A2-2(1)21.8*0.6*0.67.85KL1A2-1(1B)20.7*0.5*2.323.81LL2A2-4(2)2.717*0.4*0.650.71KL2A2-3(1)3.277*0.4*0.70.92LL2A2-1(1)4.359*0.35*0.71.07LL2A2-1(1)4.958*0.35*0.71.21KL2A2-2(1)5.653*0.4*0.71.58體育場(chǎng)砼工程序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第38頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表LL2A2-3(1)5.98346、*0.4*0.751.48小計(jì)小計(jì)51.8334A2(平面坡道處)板5.812m以上(22.7*2.104+4.5*0.92+4.2*1.813+3.85*2.577+3.9*3.099+5.7*3.645)*0.110.2335A2LZ-10.3*0.3*3*4.8141.30A2LZ-20.3*0.37*9*3.5793.58小計(jì)小計(jì)4.8836A3梁5.812m以下KL1A3-1(1)12.904*0.5*1.27.74KL1A3-2(1B)17.091*0.5*2.319.65KL1A3-3(1B)17.395*0.5*1.210.44LL1A3-2(2)17.785*0.35*1.047、6.22LL1A3-4(1)16.476*0.35*0.63.46LL1A3-2(2)19.005*0.35*1.06.65LL1A3-2(2)18.027*0.35*1.06.31KL1A3-4(1B)19.273*0.4*1.07.71LL1A3-1(2)19.478*0.4*1.07.79小計(jì)小計(jì)75.9837A3梁5.812m以下板(3.844*7.483+2.91*7.78+5.964*8.432+(3.429+2.834+3.045+2.808)*10.82)*0.1330.2638A3梁5.812m以上LL2A3-6(1B)15.57*0.37*0.95.18KL2A3-1(1B48、)15.37*0.5*1.29.22LL2A3-8(1)4.588*0.37*0.61.02KL2A3-2(1B)17.51*0.5*1.210.51LL2A3-5(3)19.772*0.4*1.07.91KL1A3-2(1B)17.671*0.5*2.320.32LL2A3-1(2)6.891*0.4*0.92.48LL2A3-4(1A)12.681*0.4*1.05.07體育場(chǎng)砼工程序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第39頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表KL2A3-3(2A)19.092*0.4*1.07.64LL2A3-3(1)11.849、4*0.35*1.04.14LL2A3-2(1)5.467*0.35*0.91.72LL2A3-3(1)11.839*0.35*1.04.14LL2A3-2(1)5.737*0.35*1.02.01KL2A3-3(2A)18.883*0.4*1.07.55LL2A3-7(3A)20.229*0.4*1.08.09小計(jì)小計(jì)97.0139A3區(qū)5.812m以上板砼(0.632*15.57+11.997*11.04+11.92*3.044+11.84*3.373+11.831*2.715+4.752*3.404+2.103*3.861+2.098*9.238+4.893*2.061+3.847*4.50、977+3.004*5.301+3.123*2.801+3.181*5.768+4.869*6.01)*0.1351.4640A4區(qū)5.812m以上梁砼LL2A4-4(5)41.86*0.5*1.020.93KL2A4-29(3B)37.722*0.5*1.222.63LL2A4-1(3B)38.118*0.5*1.019.06KL2A4-1(3B)37.25*0.5*1.324.21KL1A4-1(3B)34.644*0.5*2.339.84LL2A4-2(2A)21.681*0.4*1.08.67KL2A4-3(2A)21.777*0.4*1.08.71LL2A4-3(2)13.003*051、.37*1.04.81LL2A4-3(2)12.853*0.37*1.04.76KL2A4-4(3A)20.857*0.4*1.08.34LL2A4-3(2)13.136*0.37*1.04.86LL2A4-3(2)13.155*0.37*14.87KL2A4-4(3A)20.899*0.4*1.08.36LL2A4-3(2)13.06*0.37*1.04.83LL2A4-3(2)12.981*0.37*1.04.80KL2A4-3(2A)20.594*0.4*1.08.24體育場(chǎng)砼工程序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第40頁(yè) 共66頁(yè)工工 程程 量量 52、計(jì)計(jì) 算算 表表LL2A4-2(2A)21.303*0.4*1.08.52小計(jì)小計(jì)206.4541A4區(qū)5.812m以上板砼(0.68*41.86+4.56*3.218+3.216*8.984+8.899*3.215+8.983*3.216+4.565*3.193+4.645*9.486+3.276*9.646+3.22*7.053+3.071*9.842+2.815*9.889+3.021*9.931+2.821*9.891+2.934*9.86+5.793*9.755+4.636*9.565)*0.1363.4742A5區(qū)5.812m以下梁KL1A5-1(1)9.277*0.5*1.25.53、57XL1A5-13.862*0.5*1.01.93KL1A5-5(1B)17.154*0.5*2.319.73KL1A5-3(1B)16.578*0.5*1.29.95LL1A5-3(2)17.785*0.35*16.22LL1A5-4(1)19.273*0.35*0.64.05LL1A5-2(2)19.005*0.35*1.06.65LL1A5-2(2)19.273*0.35*1.06.75KL1A5-4(1B)16.476*0.5*2.318.95LL1A5-1(2)19.478*0.4*1.07.79小計(jì)小計(jì)87.5843A5區(qū)板5.812m以下(4.965*3.003+4.638*154、0.91+2.71*8.871+3.156*8.687+2.918*8.469+3.846*8.357+2.706*10.902+2.954*10.896+2.744*10.89+3.825*10.89)*0.1339.9244A5區(qū)5.812m以上梁LL2A5-6(1B)14.885*0.37*0.94.96KL2A5-1(1B)14.806*0.5*1.28.88LL2A5-8(1)4.583*0.4*0.61.10KL2A5-2(1B)16.284*0.5*1.29.77LL2A5-5(3)17.448*0.4*1.06.98KL1A5-2(1B)18.254*0.5*2.320.99L55、L2A5-7(3A)23.071*0.4*1.09.23KL2A5-3(2A)20.497*0.4*1.08.20LL2A5-2(1)5.751*0.35*0.91.81LL2A5-3(1)11.839*0.35*1.04.14體育場(chǎng)砼工程序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第41頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表LL2A5-2(1)5.495*0.35*0.91.73LL2A5-3(1)11.841*0.35*1.04.14KL2A5-3(2A)20.021*0.4*1.08.01LL2A5-4(1A)11.851*0.4*1.04.74LL256、A5-1(2)6.892*0.4*0.92.48小計(jì)小計(jì)97.1745A5區(qū)5.812m以上板(0.731*15.585+4.746*3.472+11.832*2.711+11.84*3.246+11.844*2.962+12.224*1.106+4.475*2.061+2.061*9.536+2.061*3.837+16.751*5.512-2.941*3.061)*0.1334.7246A6區(qū)5.812m以下梁KL1A6-2(1B)21.75*0.5*1.213.05KL1A6-1(1B)19.975*0.5*2.322.97KL1A6-3(1B)18.803*0.5*1.211.28LL57、1A6-2(2A)16.1*0.4*1.06.44KL1A6-4(2A)16.377*0.4*1.06.55LL1A6-1(2A)17.783*0.35*0.95.60LL1A6-1(2A)18.368*0.35*0.95.79KL1A6-4(2A)18.802*0.4*1.07.52LL1A6-3(2A)19.401*0.4*1.07.76小計(jì)小計(jì)86.9647A6區(qū)5.812m以下板(2.646*21.554+3.825*4.13+3.512*4.826+3.451*5.335+5.548*5.852+3.791*8.187)*0.13+10.82*(3.791+3.701+3.575+358、.552+5.361)*0.1350.4248A6區(qū)5.812m以上梁KL2A6-1(1B)21.805*0.5*1.213.08LL2A6-2(1)21.555*0.3*0.63.88KL1A6-1(1B)20.574*0.5*2.323.66LL2A6-3(1)6.015*0.4*0.751.80KL2A6-2(1)5.484*0.4*0.71.54LL2A6-1(1)4.901*0.35*0.71.20LL2A6-1(1)4.448*0.35*0.71.09體育場(chǎng)砼工程序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第42頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 59、表表KL2A6-3(1)3.213*0.4*0.70.90LL2A6-4(2)2.823*0.4*0.650.73小計(jì)小計(jì)47.8949A6區(qū)5.812m以上板(20.505*2.131+0.5*21.574*5.518)*0.1313.4250A6區(qū)LZ-1LZ-24.884.8851A7區(qū)5.812m以下梁68.9168.9152A7區(qū)5.812m以下板36.0736.0753A7區(qū)LZ-1LZ-24.884.8854A7區(qū)5.812m以上梁6.776.7755A7區(qū)5.812m以上板4.104.1056A1-7區(qū)5.812M以下梁合計(jì)68.91+98.10+75.98+87.58+86.60、96+68.91486.4457A1-7區(qū)5.812M以下板合計(jì)36.07+50.42+30.26+39.92+50.42+36.07243.1658A1-7區(qū)5.812M以上梁合計(jì)6.77+51.83+97.01+206.45+97.17+47.89+6.77513.8959A1-7區(qū)5.812M以上板合計(jì)4.1+10.23+51.46+63.47+34.72+13.42+4.10181.5060A1-7區(qū)LZ合計(jì)4.88*419.5261B區(qū)B1梁5.812M以下KL1B1-3(1B)15.175*0.5*1.29.11LL1B1-2(1)8.23*0.3*0.51.23LL1B1-4(461、)13.096*0.3*0.51.96KL1B1-2(1B)17.916*0.5*1.210.75LL1B1-3(1)9.094*0.35*1.03.18KL1B1-1(1)9.112*0.4*1.03.64LL1B1-1(1)9.156*0.35*1.03.20LL1B1-1(1)9.12*0.35*1.03.19KL1B1-4(2)9.12*0.4*1.03.65LL1B1-2(1)10.511*0.4*1.04.20體育場(chǎng)砼工程序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第43頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表小計(jì)小計(jì)44.1362B1區(qū)板5.8162、2M以下(5.116*9.478+3.049*7.599+3.176*7.652+2.456*7.494+3.507*7.163)*0.1318.1363B1區(qū)LZ-1LZ-26.123*0.3*0.3*3+4.891*0.3*0.37*75.4564B區(qū)B1梁5.812M以上LL2B1-4(3)10.585*0.3*0.51.59LL2B1-3(4)13.787*0.3*0.52.07LL2B1-1(4)13.387*0.37*0.52.48LL2B1-5(1)1.561*0.3*0.40.19LL2B1-2(2)4*0.3*0.40.48小計(jì)小計(jì)12.2565B區(qū)B1板5.812M以上(163、.858*15.287+0.5*2.3*8.185)*0.134.9266B2梁5.812M以下KL1B2-3(1B)17.344*0.5*1.210.41KL1B2-1(1B)19.156*0.5*2.322.03KL1B2-2(1B)20.289*0.5*1.212.17LL1B2-3(2)12.24*0.4*0.94.41KL1B2-4(2)11.751*0.4*1.04.70LL1B2-1(2)12.287*0.35*0.93.87LL1B2-1(2)12.744*0.35*0.94.01KL1B2-4(2)13.429*0.4*1.05.37LL1B2-2(2)13.93*0.4*164、.05.57小計(jì)小計(jì)72.5467B2板5.812M以下(3.932*9.433+3.899*9.315+3.732*9.241+3.727*9.247+5.461*9.324+4.4*4.48+3.862*5.525+3.826*5.99+5.748*6.506)*0.13+5.261*8.274*0.0339.6168B2梁5.812M以上KL1B2-1(1B)20.015*0.5*2.323.02LL2B2-2(1)22.805*0.3*0.64.10KL2B2-1(1B)21.805*0.5*1.213.08LL2B2-4(2)2.72*0.4*0.650.71體育場(chǎng)砼工程序號(hào)分部分項(xiàng)65、工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第44頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表KL2B2-3(1)3.2*0.4*0.70.90LL2B2-1(1)4.4*0.35*0.71.08LL2B2-1(1)5*0.35*0.71.23KL2B2-2(1)4.9*0.4*0.71.37LL2B2-3(1)6.026*0.4*0.751.81小計(jì)小計(jì)47.2969B2板5.812M以上(2.905*22.805+0.5*(0.985+4.503)*21.615)*0.1316.3270B3梁5.812M以上KL1B3-3(1B)15.98*0.5*1.29.59KL1B66、3-1(1B)16.698*0.5*2.319.20LL2B3-2(1)17.323*0.5*0.97.80KL1B3-2(1B)17.558*0.5*1.210.53LL1B3-3(2)15.357*0.4*1.06.14KL1B3-4(2)13.218*0.4*1.05.29LL1B3-1(2)12.992*0.35*1.04.55LL1B3-1(2)13.191*0.35*1.04.62KL1B3-4(2)14.943*0.4*1.05.98LL1B3-2(2)15.415*0.4*1.06.17小計(jì) 小計(jì)79.86體育場(chǎng)砼工程序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:202367、/10/19第45頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體育場(chǎng)砼工程序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第46頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表體育場(chǎng)砼工程序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第47頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第48頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第49頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表序號(hào)分部分項(xiàng)工程68、名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第50頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第51頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第52頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第53頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第54頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 69、表表序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第55頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第56頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第57頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第58頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第59頁(yè) 共66頁(yè)工工 程程70、 量量 計(jì)計(jì) 算算 表表序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第60頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第61頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第62頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第63頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第64頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第65頁(yè) 共66頁(yè)工工 程程 量量 計(jì)計(jì) 算算 表表序號(hào)分部分項(xiàng)工程名稱計(jì) 算 公 式工 程 量編制人:2023/10/19第66頁(yè) 共66頁(yè)