工程量计算表
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附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量一. 土方量(53.4+0.4×2+2.25×0.7)×(12.3+0.4×2+2.25×0.7)×2.25 m31841.63二.1二桩承台混凝土量(2.6×0.8×1.2+2.8×1×0.1)×31 m386.062 五桩承台混凝土量(3.5×3.18×1.05+3.7×3.38×1.05)×6 m376.963 A轴所在承台梁混凝土量(53.4+0.3×2-2.6×10-0.8) ×0.6×0.5+(53.4+0.3×2+0.1×2-2.8×10-1)×0.8×0.1 m310.18J轴所在承台梁(53.4+0.3×2-2.6×7-0.8×5-3.5×2) ×0.6×0.5+(53.4+0.3×2+0.2-2.8×7-1×5-3.7×2) ×0.8×0.1 m39.949.931轴所在承台梁(10.8-0.6)×0.6×0.5+(10.8-0.6)×0.8×0.1 m3 3.882轴所在承台梁(6.6+4.2-0.4×2-2.6) ×0.6×0.5+(6.6+4.2-0.4×2-2.6) ×0.8×0.1 m3 2.813轴所在承台梁(2.06-0.4-0.4) ×0.6×0.5+1.26×0.8×0.1 m30.484轴所在承台梁(0.4+1.175+1.7+1.7+1.635-0.4) ×0.3+6.21×0.08 m3 2.365轴所在承台梁(2.06-0.4-0.4) ×0.6×0.5+1.26×0.8×0.1 m30.48附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量6轴所在承台梁(6.6+4.2-0.4×2-2.6) ×0.6×0.5+(6.6+4.2-0.4×2-2.6) ×0.8×0.1 m3 2.81 7轴所在承台梁(10.8-0.6)×0.6×0.5+(10.8-0.6)×0.8×0.1 m3 3.88 8轴所在承台梁(1.735+1.775-0.4×2)×0.3+2.71×0.08 m3 1.03 9轴所在承台梁(0.4+1.19×2+1.225+1.8+1.735-0.4)×0.3+7.14×0.08 m3 2.71 10轴所在承台梁(1.735+1.775-0.4×2)×0.3+2.71×0.08 m3 1.03 13轴所在承台梁(6.6+4.2-0.4×2) ×0.3+10×0.08 m3 3.8 14轴所在承台梁(6.6+4.2-0.4×2+0.1) ×0.3+10.1×0.08 m3 3.84 15轴所在承台梁(2.305-0.4×2) ×0.3+15.05×0.08 m3 5.72 16轴所在承台梁(2.305-0.4×2) ×0.3+15.05×0.08 m3 5.72 17轴所在承台梁(6.6+4.2-0.4×2+0.1) ×0.3+10.1×0.08 m3 3.84 18轴所在承台梁(6.6+4.2-0.4×2+0.1) ×0.3+10.1×0.08 m3 3.84附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量19轴所在承台梁(6.6+4.2-0.4×2+0.1) ×0.3+10.1×0.08 m3 3.84 20轴所在承台梁(2.305-0.4×2) ×0.3+15.05×0.08 m3 5.72 21轴所在承台梁(2.305-0.4×2) ×0.3+15.05×0.08 m3 5.72 22轴所在承台梁(6.6+4.2-0.4×2+0.1) ×0.3+10.1×0.08 m3 3.84 23轴所在承台梁(10.8-0.6)×0.6×0.5+(10.8-0.6)×0.8×0.1 m3 3.88 10-13轴所在承台梁(5.4-0.4-0.8×2-0.3)×0.3+3.1×0.08 m3 1.18 14-15轴所在承台梁(3-0.3-0.8-0.4)×0.3+1.5×0.08 m30.57 16-17轴所在承台梁(3-0.3-0.8-0.4)×0.3+1.5×0.08 m30.57 19-20轴所在承台梁(3-0.3-0.8-0.4)×0.3+1.5×0.08 m30.57 21-22轴所在承台梁(3-0.3-0.8-0.4)×0.3+1.5×0.08 m30.57 总94.78 m394.78 4 桩混凝土量 3.14×0.2×0.2×6×159 m3119.82附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量二桩承台钢筋用量2.6-0.03×2+0.025×0.0049×2×12 m30.774 [2-0.03×2) ×2+(0.8-0.03×2) ×2+0.019×10] ×(2.6-0.03×2)/100 m96.975二桩承台桩的钢筋用96.975×31 m 3006.23 五桩承台钢筋用量(3.5-0.03×2+0.025×0.0049×2)×(3.18-0.03×2)m 114.235(3.18-0.03×2+0.025×0.0049×2)×(3.5-0.03×2)/100 m 114.41 五桩承台桩的钢筋用(114.235+114.41)×6 m1371.87 A轴所在承台梁二级25钢筋用量(53.4+0.3×2-0.03×2)×12 m 647.28 二级14 (53.4+0.3×2-0.03×2)×2 m 107.88 一级10 (0.6-0.03×2+0.00625×10×2)×(53.4+0.3×2-0.03×2)/200 m 178.885附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量一级10 [(0.6-0.03×2) ×2+(0.5-0.03×2) ×2+0.0119×10] ×(53.4+0.3×2-0.03×2)/100 m 1120.581 一级10 [0.3×2+(0.5-0.03×2) ×2+0.0119×10] ×(53.4+0.3×2-0.03×2)/100 m 861.861 同A轴(53.4+0.3×2-0.03×2)×12 m 647.28 (53.4+0.3×2-0.03×2)×2 m 107.88(0.6-0.03×2+0.00625×10×2)×(53.4+0.3×2-0.03×2)/200 m 178.885[(0.6-0.03×2) ×2+(0.5-0.03×2) ×2+0.0119×10] ×(53.4+0.3×2-0.03×2)/100 m 1120.581[0.3×2+(0.5-0.03×2) ×2+0.0119×10] ×(53.4+0.3×2-0.03×2)/100 m 861.8611轴承台二级25 (10.8+0.3×2-0.03×2)/100×12 m136.08二级14 (10.8+0.3×2-0.03×2)/100×2 m 22.68一级10 0.665×(10.8+0.3×2-0.03×2)/200 m 37.24一级10 2.079×113 m 234.927附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量一级10 1.599×113 m 180.687 2轴同1轴二级25 (10.8+0.3×2-0.03×2)/100×12 m 136.08 二级14 (10.8+0.3×2-0.03×2)/100×2 m 22.68一级10 0.665×(10.8+0.3×2-0.03×2)/200 m 37.24一级10 2.079×113 m 234.927 3轴承台二级25 (4.2+1.5+0.3-0.03×2)×12 m 71.28 二级14 (4.2+1.5+0.3-0.03×2)×2 m 11.88一级10 0.665×(4.2+1.5+0.3-0.03×2)/200 m19.285一级10 2.079×(4.2+1.5+0.3-0.03×2)/100 m 122.661一级10 1.599×(4.2+1.5+0.3-0.03×2)/100 m 94.341 4轴承台二级25 (6.6+0.3-0.03×2)×12 m 82.08附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量一级14 (6.6+0.3-0.03×2)×2 m 13.68一级10 0.665×6.84/200 m 22.61一级10 2.079×6.84/100 m 141.372一级10 1.599×6.84/100 m 108.732 5轴同3轴二级25 (4.2+1.5+0.3-0.03×2)×12 m 71.28 二级14 (4.2+1.5+0.3-0.03×2)×2 m 11.88一级10 0.665×(4.2+1.5+0.3-0.03×2)/200 m 19.285一级10 2.079×(4.2+1.5+0.3-0.03×2)/100 m122.661 一级10 1.599×(4.2+1.5+0.3-0.03×2)/100 m 94.341 6轴同1轴二级25 (10.8+0.3×2-0.03×2)/100×12 m 136.08附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量二级14 (10.8+0.3×2-0.03×2)/100×2 m 22.68一级10 0.665×(10.8+0.3×2-0.03×2)/200 m 37.24一级10 2.079×113 m 234.927一级10 1.599×6.84/100 m 180.687 7轴同1轴二级25 (10.8+0.3×2-0.03×2)/100×12 m 136.08 二级14 (10.8+0.3×2-0.03×2)/100×2 m 22.68一级10 0.665×(10.8+0.3×2-0.03×2)/200 m 37.24一级10 2.079×113 m234.927一级10 1.599×113 m 180.687 8轴+9轴二级25 71.28+82.08 m 153.36 二级14 11.88+13.68 m 25.65附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量10+11+12+13轴236.287+272.714 m 509.001 二级14 71.28+82.08+(1.8+1.8+1.6+0.3-0.03×2) ×12 m 230.64一级10 11.88+13.68+(1.8+1.8+1.6+0.3-0.03×2) ×2 m 38.53一级10 236.287+272.714+0.655×32+2.079×6.44/100+1.599×6.44/100 m 757.353 14轴同1 (10.8+0.3×2-0.03×2)/100×12 m 136.08二级14 (10.8+0.3×2-0.03×2)/100×2 m 22.68一级10 0.665×(10.8+0.3×2-0.03×2)/200 m 37.24一级10 2.079×113 m234.927 15+16轴 1.599×113 m 180.6875.94×12×2 m 142.56附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量5.94×2×2 m 23.760.665×29×2 m 38.572.079×59×2 m 245.3321.599×59×2 m 188.68217、18、19、22、23 (10.8+0.3×2-0.03×2)/100×12×5 m 680.4(10.8+0.3×2-0.03×2)/100×2×5 m 113.40.665×(10.8+0.3×2-0.03×2)/200×5 m 186.22.079×113×5 m1174.6351.599×113×5 m 903.43520+21轴 5.94×12×2 m 142.56附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量5.94×2×2 m 23.760.665×29×2 m 38.572.079×59×2 m 245.3321.599×59×2 m 188.68210-13轴二级25 (5.4+0.3×2-0.03×2)×12 m 71.28 二级14 5.94×2 m 11.88一级10 0.665×5.94/200 m 19.285一级10 2.079×59 m122.661一级10 1.599×59 m 108.732 14-17轴二级25 (3×2+2.7+3×2-0.03×2) ×12 m 110.88 二级14 9.24×2 m 18.48附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量一级10 0.665×9.24/200 m 30.59一级10 2.079×9.24/200 m 191.268一级10 1.599×9.24/200 m 147.10819-20 (3×2+2.7+3×2-0.03×2) ×12 m 110.889.24×2 m 18.480.665×9.24/200 m 30.592.079×9.24/200 m 191.2681.599×9.24/200 m147.108二级25 3549.12 m 3549.12一级14 591.52 m 591.52附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量一级10 11559.632 m 11559.632 标准层板混凝土用量3×10.38×0.1 m3 3.242.4×4.2×0.11×2 m3 2.2163.75×6.6×0.11×2 m3 5.4452.4×1.5×0.16×2 m3 1.1527.5×1.78×0.16 m3 2.1363.24 m3 3.242.4×4.65×0.11+3.75×6.15×0.11 m3 3.761.35×0.85×0.16+4.95×5.3×0.16+1.8×3.8×0.16 m3 5.4751.8×1.5×0.16+5.4×5.5×0.16 m3 5.1841.152×2 m32.304附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量3.24 m3 3.242.7×6.15×0.1 m3 1.6612.7×1.78×0.16 m30.7693.24×4 m312.961.661 m3 1.6613×1.5×0.16×4 m3 2.881.661 m3 1.6613.24×2 m3 6.480.769 m30.769总67.728 m367.728附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量标准层板钢筋用量0.95×(10.8-0.03×2+0.008×3.5×2)/200 m 50.35B-8B-8 0.95×(3-0.03×2+0.008×3.5×2)/200 m 13.3B-8 13.3 m 13.3B-7 (10.8-0.03×2+0.008×4.9×2) ×(3-0.03×2)/250 m 119B-6 (3-0.03×2+2×4.9×0.008) ×(10.8-0.03×2)/100 m 322.97B-9 (2.1+0.008×3.5×2) ×10.74/100 m 230.69B-12 10.82×(2.4-0.03×2)/200 m 119B-11 (10.8-6.7-0.03×2+0.008×4.9×2) ×(3.75-2.4-0.03×2)/200 m24.71B-10 (3.1+0.008×3.5×2) ×(10.8-4.2-0.03×2)/100 m 140.14B-12 (3.75-0.03×2+0.008×4.9×2) ×(10.8-6.7-0.03×2)/100 m 152.24附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量B-9 10.81×(2.4-0.03×2)/200 m 119B-7 230.69 m 230.69B-7 119 m 119B-13 322.97 m 322.97B-14 (2.1+0.01×3.5×2) ×10.74/180 m 128.03B-12 119 m 119B-16 (10.5+0.008×3.5×2) ×(4.2-0.03×2)/200 m 22.12B-10 152.24 m152.24B-17 1.1×(3.75-0.03×2)/150 m 26.4B-2 (0.85+1.5+3.8-0.03×2+0.008×4.9×2) ×(3.75-2.4-0.03×2)/200 m 37.01B-19 3.3×65 m 214.5附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量B-26 (3.5+0.012×3.5×2) ×(2.4-0.03×2)/100 m 82.34B-37 (1.5+0.01×3.5×2) ×(5.4-2.4-0.03×2)/200 m 21.98B-28 (10.8-3.8+0.01×3.5×2) ×(1.8-0.03×2)/150 m 77.77B-24 (14.5+0.01×3.5×2) ×(10.8-1.5-3.8-0.03×2)/200 m 41.04B-27 (5.4+0.01×3.5×2) ×(10.8-1.5-3.8-0.03×2)/150 m 196.92B-21 (3.3+0.01×3.5×2) ×(3.6-0.03×2)/200 m 57.29B-21 3.37×(1.5-0.03×2) m 28.59B-23 (5.3+0.01×3.5×2) ×(3.6-0.03×2)/150 m123.51B-21 28.59 m 28.59B-22 (1.35+3.6+1.8+0.01×3.5×2) ×(3.8-0.03×2)/150 m 163.68附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量B-20 (3.26+0.012×3.5×2) ×(3.75-0.03×2)/100 m 131.18B-25 (2.9+0.01×3.5×2) ×(10.8-3.8-0.03×2)/130 m 157.41B-18 (3.3+0.01×3.5×2) ×(3.8-0.03×2)/200 m 60.66B-13 322.97 m 322.97B-7 119 m 119B-29 1.7×(5.5-0.03×2) m 51B-3 (1.7+0.008×3.5×2) ×(5.3-0.03×2)/150 m 59.7B-32 (5.5+0.008×3.5×2) ×(3-0.03×2)/200 m77.78B-30 (5.3+0.008×3.5×2) ×14 m 74.98B-13 322.97 m 322.97附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量B-31 (1.7+0.008×3.5×2)×(3-0.03×2) m 28.1B-33 (0.85+0.008×3.5×2) ×(5.5-0.03×2)/200 m 24.46B-3 (1.7+0.008×3.5×2) ×(5.3-0.03×2)/150 m 59.7B-5 (0.8+0.008×3.5×2) ×(2.7-0.03×2)/200 m 11.13B-1 (2.7-0.03×2+0.008×3.5×2) ×(3.8+1.5+0.85-0.03×2)/100 m 161.76B-2 (3.8+1.5+0.85-0.03×2+0.008×3.5×2) ×(2.7-0.03×2)/200 m 79.9B-33 24.46 m 24.46B-27 51 m51B-13 322.97 m 322.97B-32 77.78 m 77.78附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量B-31 28.1 m 28.1B-3 59.7 m 59.7B-30 74.98 m 74.98B-3 59.7 m 59.7B-7 119 m 119B-13 322.97 m 322.97B-7 119 m 119B-34 (1.7-0.03×2+0.008×3.5×2) ×(10.8-0.03×2) m89.9B-7 119 m 119B-13 322.97 m 322.97附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量B-29 51 m 51B-3 59.7 m 59.7B-13 322.97 m 322.97B-31 28.1 m 28.1B-33 24.46 m 24.46B-30 74.98 m 74.98B-3 59.7 m 59.4B-5 11.13 m11.13B-1 161.76 m 161.76B-2 79.9 m 79.9附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量B-3 59.7 m 59.7B-33 24.46 m 24.46B-13 322.97 m 322.97B-32 77.78 m 77.78B-31 28.1 m 28.1B-30 74.98 m 74.98B-36 (1.8+0.01×3.5×2) ×(10.8-5.3-0.003×2)/180 m 55.68B-35 1.856×(5.3-0.03×2)/180 m53.82B-8 50.35 m 50.35B-8 13.3 m 13.3附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量B-8 13.3 m 13.3B-7 119 m 119B-6 322.97 m 322.97B-4 (1.78×2-0.03×2+0.012×3.5×2) ×[(2.4-0.03×2) ×7+(3.75×2-0.03×2)+(2.7-0.03×2) ×2]/100 m 1042.94B-15 (0.9+0.008×3.5×2) ×[(3-0.03×2) ×12]/100 m 336.51一级8 7988.06 m 7988.06一级10 1294.15 m 1294.15一级12 2299.4 m2299.4标准层砌体用量(53.4×2+10.8×2+1.5×8)×0.49×2.7 m3184.3549墙附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量24墙(10.8×16+4.2+4.2+0.45+0.85+1.5+2.7+2.7+5.4+3+2.7+3+3+2.7+3) ×0.24×2.7 m3137.51构造柱0.24×0.24×2.8×43 m3 6.94L-1 10.8×0.24×0.35×6 m3 5.44L-2 10.8×0.2×0.45×4 m3 3.8949梁140.4×0.37×0.24+1.5×0.06×0.12×18+0.75×0.06×0.12×10+2.1×0.06×0.12+0.9×0.06×0.12 m312.74标准层梁钢筋用量一[(0.37-0.03×2)×2+(0.24-0.03×2) ×2+2×10×0.008] ×(53.4×2+10.8×2+1.5×8)/200 m 800.28 级8一级8 [0.12×2+(0.24-0.03×2) ×2+2×10×0.008] ×140.4/150 m 711.36一级12 140.4×8 m1123.2一级8 (0.49-0.03×2+0.008×3.5×2) ×(1.5-0.03×2)/150×18 m 78.73一级8 0.486×(0.9-0.03×2)/150×2 m 4.86附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量一级8 0.486×(1.35-0.03×2)/150×4 m 15.52一级8 0.486×(1.5-0.03×2)/150×4 m 17.5一级8 0.486×(1.5-0.03×2)/150×6 m 26.24一级8 0.486×(2.1-0.03×2)/150×3 m 18.95一级8 0.486×(2.1-0.03×2)/150 m 6.32一级8 (0.24×4+2×10×0.008)×(10.8+4.2+6.6+4.2+10.8+10.8+10.8+7+10.8×2+2.7×2+5.4+3+2.7+3+3+2.7+3)/200m 644一级12 115×4 m 460 一级8 (0.35×2+0.24×2+2×10×0.008) ×(10.8×6)/100 m868.32二级14 64.8×2 m 129.6 二级16 129.6 m 129.6附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量一级8 (0.45×2+0.2×2+2×10×0.008) ×(5.3×4)/250 m 122.64一级14 5.3×4×2 m 42.4二级22 42.4 m 42.4二级22 5.3×4×3 m 63.6 顶层砌体用量184.35 m 184.35 137.51 m 137.510.24×0.24×2.8×39 m 6.295.44 m 5.443.89 m 3.89(3.75×2+3) ×0.45×0.25 m 1.18附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量[(0.45+0.85+1.5) ×2+1.95+3+1.95+3+1.95] ×0.35×0.15 m 0.92(3.6+1.8) ×0.45×0.25 m 0.6112.74 m 12.746 m 6顶层板钢筋用量一级50.35 m 50.358一级8 13.3 m 13.3一级8 13.3 m 13.3一级8 119 m119一级8 322.97 m 322.97一级8 230.69 m 230.69附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量一级8 (10.8-0.03×2+2×0.008×3.5) ×(2.4-0.03×2)/200 m 118.76一级8 (3.75-0.03×2+2×0.008×4.9) ×(3.8-0.03×2)/200 m 67.83一级8 (1.05×2-0.03×2+2×0.008×3.5) ×(4.2-0.03×2)/180 m 48.21一级8 (0.8×2-0.03×2+2×0.008×3.5) ×(3.75-0.03×2)/200 m 28.73一级8 (2.7-0.03×2+2×0.008×4.9) ×(4.2+1.5-0.03×2)/200 m 89.71一级8 (1.05×2-0.03×2+2×0.008×3.5) ×(3.8-0.03×2)/100 m 77.55一级8 (1.5+4.2-0.03×2+2×0.008×3.5) ×(2.7-0.03×2)/200 m 87.0548.21 m48.2167.83 m 67.83118.76 m 118.76附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量28.73 m 28.7377.55 m 77.55(0.9-0.03×2+2×0.008×3.5) ×(3-0.03×2)/200m 12.5412.54 m 12.54(3-0.03×2+2×0.008×4.9) ×(10.8-0.03×2)/200 m 159.98 一级10 (1.05×2-0.03×2+2×0.01×3.5) ×(10.8-0.03×2)/180 m 124.4967.83 m 67.8348.21 m48.21(1.05×2-0.03×2+2×0..008×3.5) ×(2.7-0.03×2)/200 m 27.2537.01 m 37.01附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量(1.5+4.2+0.45-0.03×2+2×0.008×4.9) ×(2.7-0.03×2)/200 m 80.1989.71 m 89.71一级10 (1.65-0.03×2+2×0.01×3.5) ×(0.85+1.5+3.8-0.03×2)/180 m 109.23一级10 (1.45×2-0.03×2+2×0.01×3.5) ×(4.2-0.03×2)/150 m 78.57二级12 (1.5+4.2-0.03×2+2×0.012×3.5) ×(2.7-0.03×2)/100 m 148.82二级12 (1.78×2-0.03×2+2×0.012×3.5) ×(3.75-0.03×2)/100 m 129.02一级10 (1.65×2-0.03×2+2×0.01×3.5) ×(3.6+1.35-3.75-0.03×2)/200 m 16.55一级10 (10.8-3.8-0.03×2+2×0.01×4.9) ×(1.8-0.03×2)/200 m56.3一级10 (3.8+1.5-0.03×2+2×0.01×4.9) ×(1.35+3.6-0.03×2)/200 m 128.11一级10 (3.6+1.8-0.03×2+2×0.01×4.9) ×(3.55-0.03×2)/200 m 92.45附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量(1.35+3.6+1.8-0.03×2+2×0.01×4.9) ×(3.8-0.03×2)/200 m 122.18一级8 (1.45×2-0.03×2+2×0.008×3.5) ×(3.55-0.03×2)/100 m 98.46一级10 (1.65×2-0.03×2+2×0.01×3.5) ×(3.8-0.03×2)/200 m 59.58 119 m 119159.98 m 159.9859.7 m 59.759.7 m 59.7(0.8×2-0.03×2+2×0.008×3.5) ×(3-0.03×2)/200 m22.34159.98 m 159.98(1.5+3.8-0.03×2+2×0.008×4.9) ×14 m 74.46附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量(0.85×2-0.03×2+2×0.008×3.5) ×(4.2+0.45-0.03×2)/150 m 50.88(0.85×2-0.03×2+2×0.008×3.5) ×(1.5+3.8-0.03×2)150 m 57.66(0.8×2-0.03×2+2×0.008×3.5) ×(2.7-0.03×2)/200 m 20.75(1.5+4.2+0.45-0.03×2+2×0.008×4.9) ×(2.7-0.03×2)/200 m 80.1980.19 m 80.1957.66 m 57.6650.88 m 50.88159.98 m159.9850.88 m 50.8857.66 m 57.66附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量(4.2+0.45+0.85-0.03×2+2×0.008×4.9) ×(3-0.03×2)/200 m 77.2674.46 m 74.46159.98 m 159.98119 m 1191.596×(10.8-0.03×2)/200 m 170.77119 m 119101.54 m 101.5422.34 m22.34159.98 m 159.9874.46 m 74.46附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量101.54 m 101.54(2.7-0.03×2+2×0.008×4.9) ×(12.3-0.03×4)/200 m 163.1(12.3-0.03×2+2×0.008×4.9) ×(2.7-0.03×2)/200 m 160.1422.34 m 22.34101.54 m 101.54159.98 m 159.9877.26 m 77.2674.46 m74.46(0.9×2-0.03×2+2×0.008×3.5) ×(10.8-0.03×2)/150 m 127.3750.35 m 50.35附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量13.3 m 13.313.3 m 13.3119 m 119322.97 m 322.97 顶层板混凝土用量67.73 m367.733.24 m3 3.243.75×2×3.8×0.11 m3 3.142.4×4.2×0.1×2+3.75×(0.45+0.85+1.5) ×0.1 m3 3.273.24 m3 3.242.4×10.8×0.11+(3.75-2.4) ×(0.85+1.5+3.8) ×0.11 m3 3.52附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量5.46 m3 5.46[(3.6+1.8) ×(10.8-3.8)-(3.6×1.5)] ×0.1 m3 3.243.24 m3 3.243.24 m3 3.24(0.85+1.5+3.8) ×2.7×0.1 m3 1.663.24 m3 3.243.24 m3 3.243.24 m3 3.241.66 m3 1.663.24 m3 3.24附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量(2.4×2+3×4+3.75×3+2.7×2) ×1.5×0.16 m39.18总124.78 m3124.78顶层梁钢筋用量一级[(0.35-0.02×2) ×2+(0.15-0.03×2)+2×0.008×10] ×(2.8-0.03×2)/200 m 11.31 8二级16 (2.8-0.03×2+2×0.016×4.9) ×2 m 5.8二级14 (2.8-0.03×2+2×0.014×4.9) ×2 m 5.76一级8 11.31 m 11.31二级16 5.8 m 5.8二级14 5.76 m 5.76一级8 0.87×(3.6-0.03×2)/200 m 14.79二级16 (4.2+0.45+0.85-3.35-0.03×2+2×0.016×4.9) ×2 m 4.5附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量二级14 (4.2+0.45+0.85-3.35-0.03×2+2×0.014×4.9) ×2 m 4.46一级8 0.87×(4.2+0.45+0.85-0.03×2)/200 m 23.49二级16 (3-0.03×2+2×0.016×4.9) ×2 m 6.2二级14 (3-0.03×2+2×0.014×4.9) ×2 m 6.2一级8 0.87×(3-0.03×2)/200 m 12.18二级16 (4.2+0.45+0.85-3.35-0.03×2+2×0.016×4.9) ×2 m 4.5二级14 (4.2+0.45+0.85-3.35-0.03×2+2×0.014×4.9) ×2 m 4.4623.49 m 23.496.2 m 6.26.2 m 6.2附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量12.18 m 12.184.5 m 4.54.46 m 4.46[(0.45-0.02×2) ×2+(0.25-0.03×2) ×2+2×0.008×10] ×(3.6+1.8-0.03×2)/200 m 35.36(3.6+1.8-0.03×2+2×0.02×4.9) ×4 m 22.14(3.6+1.8-0.03×2+2×0.016×4.9) ×2 m 10.991.36×(3.75-0.03×2)/200 m 24.48(3.75-0.03×2+2×0.018×4.9) ×4 m 15.48(3.75-0.03×2+2×0.016×4.9) ×2 m 7.724.48 m 24.48附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量15.48 m 15.487.7 m 7.7一级8 11.31+11.31+14.79+23.49+12.18+23.49+12.18+35.36+24.48+24.48 m 193.07二级14 5.76+5.76+4.46+6.2+4.46+6.2+4.46 m 37.3二级16 5.8+5.8+4.5+6.2+4.5+6.2+4.5+10.99+7.7+7.7 m 63.89二级20 22.14 m 22.14 门窗工程C-1 2.1×2.4×18 ㎡90.72C-2 0.9×1.5×14 ㎡18.9C-3 1.5×2.4×36 ㎡129.6附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量C-4 1.35×2.4×24 ㎡77.76C-5 2.1×1.5×6 ㎡18.9C-6 1.5×1.5×108 ㎡243C-7 1.5×1.5×20 ㎡45CC-1 1.5×1.35×21 ㎡42.53CC-3 1.5×1.35×4 ㎡8.1CC-5 1.2×1.35×4 ㎡ 6.48FM-1 0.9×2×66 ㎡118.8M-1 1.5×2.1×4 ㎡12.6M-2 0.9×2.1×190 ㎡359.1附录A 测绘局24#家属楼工程量计算表序号分项工程名称计算式单位数量M-3 0.8×2.1×81 ㎡136.08装饰工程外墙表面积[54.14×2.8×2+13×2.8×2-(1.5×1.5×4+2.1×2.4×2+0.9×1.5+1.35×2.4×2+1.5×1.5)-(2.1×2.4+2.1×1.5+1.5×1.5+1.35×2.4×2+1.5×1.5+1.5×1.5) -(1.5×1.5×6+1.5×2.4×2+1.5×1.5) ×2-0.9×1.5] ×6㎡1669.33内墙表面积1699.33-0.8×2.1-0.9×2.1×3-0.9×2.1×3-0.9×2.1×3-0.8×2.1-0.9×2.1×3-0.8×2.1-0.8×2.1-0.9×2.1-0.9×2.1×3-0.9×2.1×3-0.8×2.1×2-(0.9×2.1×2+1.5×2×2+0.9×2.1×2+0.8×2.1)×2㎡1628.53附录A ××××××楼工程量计算表序号分项工程名称计算式单位数量附录A ××××××楼工程量计算表序号分项工程名称计算式单位数量附录A ××××××楼工程量计算表序号分项工程名称计算式单位数量附录A ××××××楼工程量计算表序号分项工程名称计算式单位数量附录A ××××××楼工程量计算表序号分项工程名称计算式单位数量附录A ××××××楼工程量计算表序号分项工程名称计算式单位数量附录A ××××××楼工程量计算表序号分项工程名称计算式单位数量附录A ××××××楼工程量计算表序号分项工程名称计算式单位数量。
⼯程量计算⼤全(含⼯程量全套计算表格)⼯程量的计算分不同的⼯程量单位,⽐如墙⾯抹灰以“㎡”为计量单位,窗帘合、窗帘轨、楼梯扶⼿、栏杆以“m”为计量单位,钢筋、钢管、⼯字钢以“kg”为计量单位等,具体可看本⽂的归纳总结。
▌⼀、按m计算1、楼地⾯:扶⼿、栏杆、栏板装饰;2、门窗:窗帘盒、窗帘轨;窗台板;3、油漆、涂料、裱糊:⽊扶⼿及其他板线条油漆、抹灰线条油漆、线条刷涂料;4、现浇砼:电缆沟、地沟;扶⼿、压顶;5、⼚库房、特种门、要结构⼯程:其他⽊构件以体积或长度计算;6、⾯及防⽔⼯程:屋⾯排⽔管,变形缝;7、砌筑⼯程:⼩便槽、地垄墙,砖地沟、明沟。
▌⼆、按㎡计算1、楼地⾯⼯程:整体⾯层、块料⾯层、橡塑⾯层(⽵⽊、地毯等)、踢脚线、楼梯(台阶)装饰(以楼梯或台阶⽔平投影⾯积计算)、零星装饰项⽬;2、墙柱抹灰、块材,隔断、幕墙;3、天棚抹灰、吊顶(⽔平投影),灯带(按设计图⽰尺⼨框外围⾯积计算);4、门窗套(展开)、玻璃、百叶⾯积;5、油漆、:⽊材⾯、⽊地板及烫蜡⾯、抹灰⾯、刷喷涂料、空花格、栏杆涂料、裱糊。
6、砌筑⼯程:砖砌台阶,砖散⽔、地坪;7、现浇砼:楼梯,散⽔、坡道,台阶;8、⼚库房、特种门、要结构⼯程:⽊楼梯;9、⾦属结构:压型钢板楼板、墙板、⾦属⽹;10、屋⾯及防⽔⼯程:⽡屋⾯、型材屋⾯,膜结构,屋⾯卷材、涂膜、刚性防⽔,屋⾯天沟、檐沟,墙地⾯卷材防⽔;11、防腐、隔热、保温:⾯层。
12、⼟⽯⽅⼯程:平整场地。
13、桩与地基处理:锚杆⽀护、⼟钉⽀护(⽀护⾯积)。
▌三、按m³计算1、防腐、隔热、保温:砌筑沥青浸渍砖。
2、砼:预制砼柱、板、楼梯、烟道垃圾道通风道,砼构筑物,现浇砼基础、柱、梁、墙、板,天沟挑YAN、⾬篷、阳台板,其他构件、后浇带。
3、砌筑⼯程:砖⽯基础、砖⽯砌体、空⽃墙、空花墙、填充墙、实⼼砖柱、零星砌砖(蹲台、花台、花池、楼梯栏板、阳台栏板)、砖烟囱、砖⽔塔、空⼼砖墙、砌块墙、围墙、空⼼砖柱、砌块柱、烟道垃圾道通风道;4、⼟⽯⽅⼯程:挖⼟⽅、基础⼟⽅、管沟⼟⽅、⽯⽅开挖、⼟⽯⽅回填;5、桩与地基处理:地下连续墙、振冲灌注碎⽯。