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1、辽宁科技学院本科生毕业设计 第 页施工图预算表施工图预算表 人工费材料费机械费备注 序号定额编号分项工程名称单位工程量单价合价单价合价A.1 （四） 11-106土、石方工程 机械土方 机械平整场地 30m 以内m21397.550.7521051.05535.20 49.194365.291001.86221-109推土机推土方 运距：50m 以 内m31537.1356.94810680.014211.20 324.646736.3110354.679(六)1-299土石方回填 回填土（夯填）m21331.312.32516408.8051034.88 13777.357197.66263
2、1.448A212-26桩与地基基础 工程 液压静力压桩 机压预制钢筋 砼方桩 桩长： 20m 以内m3251.577233.71158796.312262.26 7360.64195.514918.5822007.1646517.09122-30送桩m314.921212.6713173.264653.00 974.34182.79123.5311390.922075.39232-31接桩 电焊接桩个132384.66850776.176624.97 8249.604317.124185.9842904.5938340.588A33-9混水砖墙m3401.636224.86490313.47
3、8647.88 26021.1931600.7664292.284辽宁科技学院本科生毕业设计 第 页（二） 13/4 砖23-10砌筑工程 砖砌体 实心砖墙 混水砖墙 1 砖m312.014209.9192521.967530.43 637.2591568.761867.31233-78空心砖墙 1/2 砖m3204.652183.39837532.768441.00 9025.1531392.9828507.61443-79空心砖墙 1 砖m3386.182169.94865630.859369.46 14267.8801330.0251362.978A.4 （一） 14-21混凝土、钢筋
4、工程 现浇砼基础 桩承台基础m376.934314.51624196.974122.26 940.9593022.90 23256.379（二） 14-23现浇砼柱 矩形柱m3245.866319.3878524.684190.57 4685.4692999.3673744.0653.8795.154-25构造柱 C20m326.365322.8568512.098225.62 594.8472999.077907.0483.879.755（三） 14-31现浇砼梁 基础梁 C30m383.115315.18326196.435123.67 1027.8833028.16 25168.5524
5、-33矩形梁 C25m3413.957317.185.951143.80 5952.7023028.05.2534-39过梁m336.511 321.99711756.432182.69 667.0193037.2811089.413辽宁科技学院本科生毕业设计 第 页（五） 14-58现浇砼板 平板 C25m3599.335316.597.663125.27 7507.873040.70 .79424-68雨蓬、阳台板m322.62321.5277272.941164.09 371.1723051.186901.769（六） 14-70现浇砼楼梯 直形楼梯m246885.18139864.70
6、876.15 3563.82775.6636300.888（七） 14-82三步台阶m221.7617.6921384.980534.28 116.2591221.29263.57713.642.9682 4-92现浇砼其他构 件 水泥砂浆散水m231.9852.28831672.17981364.45 4363.51433855.671233.04338.712.785534-94坡道m2299.054120.76936116.3333653.54 10926.0588412.0025154.42211.3233.853（十六）圆钢 4- 2656t21.2144544.7096411.26
7、6797.58 16919.8623699.3578478.01147.771013.3931圆钢 4- 2668t45.3114235.3.678519.86 23555.3763665.00.81550.442285.4872圆钢 4- 26710t20.6334079.584172.324384.17 7926.583649.2075293.94446.13951.803螺纹钢 筋 4- 28212t15.8394174.0666112.936379.59 6012.3263721.2958941.51273.181159.0984螺纹钢 筋 4- 28314t4.0544105.41
8、16643.332318.27 1290.2673715.1415061.17872.00291.8885螺纹钢 筋 4-16t62.3414010.48.334287.61 17929.8953649.99.41672.884543.412辽宁科技学院本科生毕业设计 第 页28464-285螺纹钢筋18t122.2573979.42.951248.80 30417.5423664.01.87166.618143.53974-286螺纹钢筋20t42.4333954.54.996228.73 9705.73659.16.13666.652828.1598 4-287螺纹钢筋 22t7.2613
9、920.5328466.968204.43 1484.3663657.1626554.63958.94427.96394-288螺纹钢筋25t0.1713907.53668.188182.90 31.2763666.16626.91358.479.998104-295箍筋6t2.7534767.8513125.8911017.85 2802.1413699.3510174.31150.65201.933114-296箍筋8t22.214396.3797643.338658.02 14614.6243665.0081399.6573.351629.104124-297箍筋10t0.0494176
10、.54204.65467.70 22.9173649.20178.81159.642.922A.7 （二） 17-55屋面及防水工 程 屋面防水 屋面卷材防水 改性沥青卷材 防水 冷粘法双层m2639.9975.81648521.546306.04 1958.6267275.5746562.92127-61热熔空铺法双 层m2881.77840.09535354.624302.36 2666.1443707.1132688.4837-102UPVC 落水管 100mmm108.816.9781847.20618.21 198.125150.801640.7040.778.378辽宁科技学院本科
11、生毕业设计 第 页47-185变形缝m40.83.51143.184210.59 85.921140.3557.26357-194铁皮盖板平面m1245.451545.408489.31 58.7174055.76486.6967-195铁皮盖板立面m32.826.22859.914385.48 126.4372236.21733.477A.8 （三） 1 8-208防腐、保温、 隔热工程 隔热、保温 保温隔热屋面 屋面保温聚笨 乙烯板m21037.70752.81454805.45301.99 3227.1654975.2651628.6234.1142.6522 8-225保温、隔热墙 外
12、墙聚笨乙烯 保温板粘贴m22830.70772.457.671968.44 55720.7695277.30.9（一） A.9 19-19商品砼垫层 不分格 C10m340.218250.36810069.3447.58 1800.0772056.108269.223(二) 19-28水泥砂浆找平 砼硬基层上 20mm 1:3 水泥砂浆m24564.4617.42733900.708309.75 14138.418400.06 18260.58332.90 1501.70829-29在填充材料上 15mmm21037.707 8.0178319.297317.65 3296.276443.50
13、4602.23140.64421.72439-30每增减 5mmm21037.707 1.538-1595.99356.00 -581.11689.09-924.4938.71-90.38449-31细石砼找平层 35 厚 C15m2786.6279.6077383.815322.46 2536.557587.424620.80450.77399.37159-32每增减 5mmm2786.6271.5381209.43954.36 427.61190.93715.288.4666.549辽宁科技学院本科生毕业设计 第 页69-36水泥砂浆楼地 面m23526.7549.2332552.9974
14、07.86 14384.219482.2717008.47732.901160.302710-26墙面抹灰 混合砂浆m229490.0277.135.139694.75 .96318.795541.251810-79砼天棚抹灰m23526.7548.87331292.888799.49 28194.687.873098.96A.12 一 1 （1）12-23措施项目 砼及钢筋砼模 板及支架 现浇砼模板 基础垫层 （木模板）m2140.1724.1033391.547498.64 2611.4931863.0968.09548.58343.56（2）12-28独立式桩承台 复合模板（木 支撑）m
15、21089.2828.02130522.7151093.98 11916.5051567.6517076.099140.441529.785212-51柱 矩形柱（复合 模板木支撑）m24036.8830.7234.6791366.43 55161.1391544.6947458.129161.226508.258312-62基础梁 （复合模板）m2480.72331.26415029.3721169.69 5622.9691820.908753.004135.82652.918412-66矩形梁（复合 模板木支撑）m23340.47839.888.3181702.56 63554.5982080.9669514.011205.266856.665512-68过梁m2433.57742.46818413.1482007.25 8702.9742064.598951.587174.93758.456612-93板（复合模板 木支撑）m25078.02834.19.9751236.48 62788.8011992.60.786189.929644.191712-101楼梯m24689.2484327.924417.41 1953.479474.682221.50232.681
