建设工程施工合同范本

1、年9月15日第二章 单位工程费汇总表工程名称:小别墅序号项目名称金 额（元）1分部分项工程量清单计价合计296143.352措施项目清单计价合计67377.853其他项目清单计价合计4规费(58)6034.455工程定额测定费(13*0.0/100)6安全生产监督费(13*0.06/100)218.117建筑管理费(13*0/100)8劳动保险费(13*1.6/100)5816.349税金(14)*3.414/100)12616.63合 价382172.28第三章 分部分项工程量清单计价表工程名称:小别墅序号项目编码项目名称计量单位工程数量金 额（元）综合单价合价建筑工程1151271.53A

2、.1 土（石）方工程17725.5211平整场地m2244.643.2783.0921挖基础土方弃土运距:50米m3107.6140.254331.1532挖基础土方土壤类别:一、二类土基础类型:独基挖土深度:0.75mm30.7531.6423.7341土（石）方回填m353.5542.552278.7952土（石）方回填含水率夯填m314.34621.52308.76A.2 桩与地基基础工程13146.5261带形基础基础类型:带形基础垫层砼强度等级:C10m39.38335.453146.52A.3 砌筑工程143966.9171砖基础砖品种、规格、强度等级:粘土砖八五砖MU10基础类型

3、:弧形砂浆强度等级:水泥M5.0m30.99301.87298.8582砖基础;粘土砖八五砖MU10基础类型:条形砂浆强度等级:水泥M5.0m310.38291.023020.7991空心砖墙、砌块墙墙体类型:外墙墙体厚度:220mm空心砖规格:八五多孔砖砂浆强度:混合砂浆M2.5m389.96262.7223634.29102空心砖墙、砌块墙墙体类型:弧形外墙墙体厚度:220mm空心砖规格:八五多孔砖砂浆强度:混合砂浆M5m38.98282.132533.53113空心砖墙、砌块墙墙体类型:墙墙体厚度:220mm空心砖规格:八五多孔砖砂浆强度:混合砂浆M5m347.77262.7212550

4、.13124空心砖墙、砌块墙墙体类型:女儿墙墙体厚度:220mm空心砖规格:八五多孔砖砂浆强度:混合砂浆M5m34.41309.321364.1135空心砖墙、砌块墙墙体类型:女儿墙墙体厚度:330mm空心砖规格:八五多孔砖砂浆强度:混合砂浆M5m34.41128.17565.22A.4 混凝土与钢筋混凝土工程176198.9254838.95141现浇混凝土钢筋t2.65009.9813025.95152现浇混凝土钢筋t0.25315.981063.2163现浇混凝土钢筋t3.054958.9815124.89174现浇混凝土钢筋t1.54655.466983.19181预制构件钢筋t0.1

5、945364.371039.61192带形基础基础类型:带形基础无梁式砼强度等级:C20m325.66347.968928.65203带形基础基础类型:带形基础有梁式砼强度等级:C20m325.6682.292111.64214带形基础基础类型:带形基础弧形无梁式砼强度等级:C20m325.6621.83560.22221独立基础部位:独立基础砼强度等级:C20m30.52345.56179.69231基础梁混凝土强度等级:C20m368.97241矩形柱(构造柱)混凝土强度等级:C20m36.04493.462980.5251异形柱柱截面尺寸:圆形混凝土强度等级:C20m30.32417.1

6、6133.49261有梁板1、板底标高：层高3.6米2、板厚度：1203、混凝土强度等级：C20m310.88373.34061.5271平板m316.46383.596313.89282有梁板(斜板)1、板底标高：层高3.6米2、板厚度：903、混凝土强度等级：C20m317.83375.326691.96293有梁板(拱形板）1、板底标高：层高3.6米2、板厚度：703、混凝土强度等级：C20m31.32373.3492.76301圈梁混凝土强度等级:C20m35.6416.942334.86311弧形、拱形梁混凝土强度等级:C20m30.62407.24252.49321过梁混凝土强度等

7、级:C20工作容：构件制作、运输构件安装m30.57380.55216.91331直形楼梯混凝土强度等级:C20m236.7285.513139.9375635.33341天沟、挑檐板混凝土强度等级:C20m30.61457.7279.2351其他构件构件 的类型:压顶混凝土强度等级:C20m30.48448.8215.42A.7 屋面与防水工程120233.66361屋面涂膜防水工作容：基层处理抹找平层m232.079115.733712.61371保温隔热屋面m2127.5635.114478.76381瓦屋面m29576.06391屋面排水管m13.8178.712466.23装饰装修工

8、程1144871.82B.1 楼地面工程120120.95401水泥砂浆楼地面垫层材料种类、厚度:碎石干铺垫层60厚找平层厚度、砂浆配合比:C10砼分格垫层60厚m2120.2964.397745.32411细石混凝土楼地面找平层厚度、砂浆配合比:细石砼找平层40mm面层厚度、混凝土强度等级:水泥砂浆楼地面15mmm228.5827.32780.86421水泥砂浆楼梯面找平层厚度、砂浆配合比:细石砼找平层40mm面层厚度、砂浆配合比:水泥砂浆楼地面15mmm236.7269.892566.47431水泥砂浆台阶面m24.44755.93356.18441坡道1、垫层材料种类、厚度：60厚砼2、

9、面层厚度：水泥砂浆3、混凝土强度等级：C15m26.8226.92183.6452坡道（散水）做法：m225.4460.911549.45461金属扶手带栏杆、栏板楼梯不锈钢栏杆m18.171502725.5471水泥砂浆踢脚线;120mmm235.5134.181213.57B.2 墙、柱面工程136377.34481块料墙面贴结层厚度、材料种类:粘结剂粘贴面层材料品种、规格、品牌、颜:200*300瓷砖m288.0972.946425.0237698.19491墙面一般抹灰;墙底层厚度、砂浆配合比:水泥砂浆1：2.5面层厚度、砂浆配合比:水泥砂浆1：3m2127.4815.912027.5

10、7502墙面一般抹灰;墙底层厚度、砂浆配合比:15厚混合砂浆1：1：6面层厚度、砂浆配合比:5厚混合砂浆1：0.3：3m2664.414.519637.12513墙面一般抹灰;弧形墙底层厚度、砂浆配合比:15厚混合砂浆1：1：6面层厚度、砂浆配合比:5厚混合砂浆1：0.3：3m244.4916.06714.33524墙面一般抹灰;外墙底层厚度、砂浆配合比:12厚水泥砂浆1：2.5面层厚度、砂浆配合比:8厚水泥砂浆1：3m244.49209.889337.75535墙面一般抹灰;弧形外墙底层厚度、砂浆配合比:12厚水泥砂浆1：2.5面层厚度、砂浆配合比:8厚水泥砂浆1：3m244.4920.61

11、917.15541水泥砂浆零星项目工程部位:线条m242.01144.736080.02551零星项目一般抹灰m229.741.71238.37B.3 天棚工程16235.72561天棚抹灰m2341.0114.014776.53572天棚抹灰m260.5224.111459.2B.4 门窗工程145695.82581金属推拉窗窗类型:推拉窗 C-1框材质、外围尺寸:铝合金 1000*1700+3.14*500*500/2樘6502.23013.2592金属推拉窗窗类型:推拉窗 C-2框材质、外围尺寸:铝合金(2100*1200+525*500+3.14*500*500/2)樘48253300

12、603金属推拉窗窗类型:推拉窗 C-3框材质、外围尺寸:铝合金 (1000*1200+3.14*500*500/2)樘5382.21911614金属推拉窗窗类型:推拉窗 C-4框材质、外围尺寸:铝合金 1200*7800樘42246.48985.6625金属推拉窗窗类型:推拉窗 C-5框材质、外围尺寸:铝合金 1400*1700樘1571.2571.253969.04636金属推拉窗窗类型:推拉窗 C-6框材质、外围尺寸:铝合金 (23000*1200+2*500+3.14*500*500/2)樘26958.213916.4647金属推拉窗窗类型:推拉窗 C-7框材质、外围尺寸:铝合金 (18

13、00*1200+450*2*500+3.14*500*500/2)樘2720.61441.2658金属推拉窗窗类型:推拉窗 C-8框材质、外围尺寸:铝合金 2100*1700樘1856.8856.8661金属推拉门门类型:M-1框材质、外围尺寸:铝合金 1580*2700樘1981.18981.18672金属推拉门;M-2框材质、外围尺寸:铝合金 1500*2700樘6155.25931.5683金属推拉门门类型:M-4框材质、外围尺寸:铝合金 2280*3231樘11694.341694.34694金属推拉门门类型:M-1框材质、外围尺寸:铝合金 1580*2700樘1981.18981.1

14、8705金属推拉门门类型:M-5框材质、外围尺寸:铝合金 800*2100樘3386.41159.2711金属固定窗框材质、外围尺寸:铝合金 直径=500樘127.4827.48721金属卷闸门;洞口尺寸3380*2800樘11542.151542.15731胶合板门门类型:M3 900*2100樘11398.494383.39B.5 油漆、涂料、裱糊工程136441.98741门油漆调合漆二遍樘1133.95373.47751刷喷涂料基层类型:砖墙涂料品种、刷喷遍数:刷乳胶漆二遍m2791.8813.3610577.93762刷喷涂料涂料品种、刷喷遍数:刷乳胶漆二遍位置:室天棚m2341.0

15、114.024781.3773刷喷涂料;刷外墙乳胶漆二遍m2582.4320.9212183.27784刷喷涂料涂料品种、刷喷遍数:真石漆二遍位置:外墙m2142.160852664356.79合 计296143.35第四章 措施项目清单计价表工程名称:小别墅序号项目名称金 额（元）1现场安全文明施工措施费2现场安全文明施工措施费工程量清单计价*2% 5922.873临时设施费4临时设施费工程量清单计价*1.5% 4442.155混凝土、钢筋混凝土模板与支架24706.786脚手架8634.597垂直运输机械费23138.48检验试验费9检验试验费工程量清单计价*0.18% 533.06合计6

16、7377.85第五章 分部分项工程量清单综合单价分析表工程名称:小别墅序号项目编码定额编号子 目 名 称数量综 合 单 价 组 成 (元)综合单价人工费材料费机械费管理费利润11平整场地244.642.340.580.283.21-98平整场地24.4642.340.580.2821挖基础土方弃土运距:50米107.6129.397.353.5240.251-23人工挖地槽 地沟三类干土深1.5m118.4120.35.072.431-55人工挖地坑三类干土深1.5m1.920.370.090.041-92单(双)轮车运土50m120.338.712.181.0432挖基础土方土壤类别:一、二

17、类土基础类型:独基挖土深度:0.75m0.7523.095.792.7631.641-47人工挖地坑一类干土深1.5m1.9223.095.792.7641土（石）方回填53.5529.61.477.773.7242.551-104基(槽)坑回填土夯填65.5214.051.473.881.861-1人工挖一类干土深度在1.5m65.526.021.50.721-92单(双)轮车运土50m65.529.532.391.1452土（石）方回填含水率夯填14.34614.081.633.931.8921.521-99地面原土打底夯11.953.420.911.080.521-102地面回填土夯填1

18、4.34610.660.722.851.3761带形基础基础类型:带形基础垫层砼强度等级:C109.3860.28245.715.2216.387.86335.452-120C10砼无筋垫层9.3860.28245.715.2216.387.8671砖基础砖品种、规格、强度等级:粘土砖八五砖MU10基础类型:弧形砂浆强度等级:水泥M5.00.9963.82093.9916.958.13301.873-补7M5八五砖圆弧形砖基础0.9963.82093.9916.958.1382砖基础;粘土砖八五砖MU10基础类型:条形砂浆强度等级:水泥M5.010.3855.882093.9914.977.1

19、8291.023-补5M5八五砖砖基础10.3855.882093.9914.977.1891空心砖墙、砌块墙墙体类型:外墙墙体厚度:220mm空心砖规格:八五多孔砖砂浆强度:混合砂浆M2.589.9660.72176.342.3315.767.57262.723-启补2M2.5五多孔砖1砖墙89.9660.72176.342.3315.767.57102空心砖墙、砌块墙墙体类型:弧形外墙墙体厚度:220mm空心砖规格:八五多孔砖砂浆强度:混合砂浆M58.9869.96183.12.3318.078.67282.133-启补3M2.5五多孔1砖弧形墙8.9869.96183.12.3318.0

20、78.67113空心砖墙、砌块墙墙体类型:墙墙体厚度:220mm空心砖规格:八五多孔砖砂浆强度:混合砂浆M547.7760.72176.342.3315.767.57262.723-启补2M2.5五多孔砖1砖墙47.7760.72176.342.3315.767.57124空心砖墙、砌块墙墙体类型:女儿墙墙体厚度:220mm空心砖规格:八五多孔砖砂浆强度:混合砂浆M54.4167.32211.833.8417.798.54309.323-补8M2.5八五砖1砖外墙4.4167.32211.833.8417.798.54135空心砖墙、砌块墙墙体类型:女儿墙墙体厚度:330mm空心砖规格:八五多

21、孔砖砂浆强度:混合砂浆M54.4129.3386.451.137.613.66128.173-启补2M5五多孔砖1砖墙2.1329.3386.451.137.613.66141现浇混凝土钢筋2.6559.244143.1273.5158.1975.935009.984-1现浇砼构件钢筋12mm2.6559.244143.1273.5158.1975.93152现浇混凝土钢筋0.2559.244449.1273.5158.1975.935315.984-1现浇砼构件钢筋12mm0.2559.244449.1273.5158.1975.93163现浇混凝土钢筋3.05559.244092.1273

22、.5158.1975.934958.984-1现浇砼构件钢筋12mm3.05559.244092.1273.5158.1975.93174现浇混凝土钢筋1.5281.164120.46109.3597.6346.864655.464-2现浇砼构件钢筋25mm1.5281.164120.46109.3597.6346.86181预制构件钢筋0.194932.36402942.36243.68116.975364.374-25砌体、板缝加固钢筋(不绑扎)0.194932.36402942.36243.68116.97192带形基础基础类型:带形基础无梁式砼强度等级:C2025.6633272.52

23、22.0613.776.61347.965-2C20现浇混凝土条形基础无梁式(自拌砼)25.6633272.5222.0613.776.61203带形基础基础类型:带形基础有梁式砼强度等级:C2025.667.8264.425.233.261.5782.295-3C20现浇混凝条形土基础有梁式(自拌砼)6.087.8264.425.233.261.57214带形基础基础类型:带形基础弧形无梁式砼强度等级:C2025.662.0717.11.380.860.4121.835-2C20现浇混凝土条形基础无梁式(自拌砼)1.612.0717.11.380.860.41221独立基础部位:独立基础砼强

24、度等级:C200.5233270.1222.0613.776.61345.565-7C20现浇桩承台 独立柱基(自拌砼)0.5233270.1222.0613.776.61231基础梁混凝土强度等级:C206.3553.754.752.781.3368.975-17C20现浇基础梁地坑支撑梁(自拌砼)0.196.3553.754.752.781.33241矩形柱(构造柱)混凝土强度等级:C206.04143286.77.9237.7318.11493.465-16C20现浇构造柱(自拌砼)6.04143286.77.9237.7318.11251异形柱柱截面尺寸:圆形混凝土强度等级:C200.

25、3290.64282.137.9224.6411.83417.165-14C20现浇圆形多边形柱(自拌砼)0.3290.64282.137.9224.6411.83261有梁板1、板底标高：层高3.6米2、板厚度：1203、混凝土强度等级：C2010.8849.28295.057.8414.286.85373.35-32C20现浇有梁板(自拌砼)10.8849.28295.057.8414.286.85271平板16.4655297.57.8415.717.54383.595-34C20现浇平板(自拌砼)16.4655297.57.8415.717.54282有梁板(斜板)1、板底标高：层高3

26、.6米2、板厚度：903、混凝土强度等级：C2017.8350.75295.057.8414.657.03375.325-32备注1C20现浇有梁板(自拌砼)17.8350.75295.057.8414.657.03293有梁板(拱形板）1、板底标高：层高3.6米2、板厚度：703、混凝土强度等级：C201.3249.28295.057.8414.286.85373.35-32C20现浇有梁板(自拌砼)1.3249.28295.057.8414.286.85301圈梁混凝土强度等级:C205.684.48290.787.6123.0211.05416.945-20C20现浇圈梁(自拌砼)5.6

27、84.48290.787.6123.0211.05311弧形、拱形梁混凝土强度等级:C200.6284.48281.087.6123.0211.05407.245-22C20现浇拱形梁(自拌砼)0.6284.48281.087.6123.0211.05321过梁混凝土强度等级:C20工作容：构件制作、运输构件安装0.5746.64292.2117.8416.127.74380.555-59C20现场预制过梁(自拌砼)0.5746.64292.2117.8416.127.74331直形楼梯混凝土强度等级:C2036.7217.1658.612.474.912.3685.515-37C20现浇楼梯

28、直形(自拌砼)3.67217.1658.612.474.912.36341天沟、挑檐板混凝土强度等级:C200.61102.96299.8212.2828.8113.83457.75-48C20现浇天 檐沟竖向挑板(自拌砼)0.61102.96299.8212.2828.8113.83351其他构件构件 的类型:压顶混凝土强度等级:C200.4894.16305.9910.0826.0612.51448.85-49C20现浇压顶(自拌砼)0.4894.16305.9910.0826.0612.51361屋面涂膜防水工作容：基层处理抹找平层32.07919.6487.490.985.152.47

29、115.7312-15水泥砂浆找平层(20mm)砼或硬基层上3.2083.085.490.30.850.419-86+d9-87聚氨酯防水层2mm厚4.2213.3657.80.840.412-15水泥砂浆找平层(20mm)砼或硬基层上3.2083.086.050.30.850.419-79石灰砂浆隔离层3.2081.230.590.050.320.159-72C20细石砼防水屋面有分格缝40mm3.2088.8917.560.332.311.11371保温隔热屋面127.569.9920.550.642.661.2835.119-11410厚FC 12.7566.6413.510.341.7

30、50.849-76水泥砂浆防水屋面无分格缝20mm12.7563.347.040.30.910.44381瓦屋面2172.096493.9577.68562.41269.929576.069-16土波形瓦防水砂浆底混合砂浆坐垫12.7562172.096493.9577.68562.41269.92391屋面排水管13.847.4109.63.0512.616.06178.719-201女儿墙铸铁弯头落水口0.21.179.260.290.149-188PVC水落管 1001.382.0227.360.510.249-190PVC水斗 1000.20.243.530.060.0311-45备注

31、1矩形检查井1/2砖 长宽高(mm) 35035060027.7513.150.442.050.9812-22水泥砂浆楼地面20mm11.95536.2156.32.619.74.66401水泥砂浆楼地面垫层材料种类、厚度:碎石干铺垫层60厚找平层厚度、砂浆配合比:C10砼分格垫层60厚120.2913.8744.0213.721.7964.3912-12C10砼分格垫层7.1733.9916.050.321.080.5212-9碎石干铺垫层11.9552.4511.610.110.640.3112-18细石砼找平层40mm12.0293.8711.430.341.050.5112-22-d1

32、2-23*1.00水泥砂浆楼地面15mm12.0293.564.930.230.950.46411细石混凝土楼地面找平层厚度、砂浆配合比:细石砼找平层40mm面层厚度、混凝土强度等级:水泥砂浆楼地面15mm28.587.4416.350.5720.9627.3212-18细石砼找平层40mm2.8583.8711.430.341.050.5112-22-d12-23*1.00水泥砂浆楼地面15mm2.8583.564.930.230.950.46421水泥砂浆楼梯面找平层厚度、砂浆配合比:细石砼找平层40mm面层厚度、砂浆配合比:水泥砂浆楼地面15mm36.7233.1823.20.918.5

33、24.0969.8912-24水泥砂浆楼梯 10m2水平投影面积3.67229.311.770.577.473.5812-18细石砼找平层40mm3.6723.8711.430.341.050.51431水泥砂浆台阶面4.44149.91536.889.9639.9719.18755.93-补78M5八五砖砌砖台阶2.664137.54525.979.4736.7617.6412-25水泥砂浆台阶 10m2水平投影面积0.44412.3610.90.493.211.54441坡道1、垫层材料种类、厚度：60厚砼2、面层厚度：水泥砂浆3、混凝土强度等级：C156.8211.8810.080.41

34、3.071.4826.9212-174水泥砂浆娄蹉做在地面砼斜坡或钢筋砼斜坡上0.68211.8810.080.413.071.48452坡道（散水）做法：25.4416.8836.670.814.422.1260.9112-172备注1C15砼散水2.54412.0529.890.813.211.549-161建筑油膏伸缩缝5.084.836.781.210.58461金属扶手带栏杆、栏板楼梯不锈钢栏杆18.17150150D00001不锈钢扶手18.17150471水泥砂浆踢脚线;120mm35.5117.69.380.54.532.1834.1812-27水泥砂浆踢脚线29.59217.

35、69.380.54.532.18481块料墙面贴结层厚度、材料种类:粘结剂粘贴面层材料品种、规格、品牌、颜:200*300瓷砖88.0922.9440.870.475.852.8172.9413-117备注1墙面 墙裙砂浆粘贴瓷砖152152以上8.80922.9440.870.475.852.81491墙面一般抹灰;墙底层厚度、砂浆配合比:水泥砂浆1：2.5面层厚度、砂浆配合比:水泥砂浆1：3127.486.786.170.331.780.8515.9113-12砖墙面 墙裙抹水泥砂浆12.7486.786.170.331.780.85502墙面一般抹灰;墙底层厚度、砂浆配合比:15厚混合砂

36、浆1：1：6面层厚度、砂浆配合比:5厚混合砂浆1：0.3：3664.46.295.430.331.660.814.5113-31砖墙面抹混合砂浆66.446.295.430.331.660.8513墙面一般抹灰;弧形墙底层厚度、砂浆配合比:15厚混合砂浆1：1：6面层厚度、砂浆配合比:5厚混合砂浆1：0.3：344.497.425.430.331.940.9316.0613-31备注1砖墙面抹混合砂浆4.4497.425.430.331.940.93524墙面一般抹灰;外墙底层厚度、砂浆配合比:12厚水泥砂浆1：2.5面层厚度、砂浆配合比:8厚水泥砂浆1：344.4990.7379.994.0

37、823.7111.38209.8813-11砖外墙面 墙裙抹水泥砂浆52.42190.7379.994.0823.7111.38535墙面一般抹灰;弧形外墙底层厚度、砂浆配合比:12厚水泥砂浆1：2.5面层厚度、砂浆配合比:8厚水泥砂浆1：344.499.57.10.362.471.1820.6113-11备注1砖外墙面 墙裙抹水泥砂浆4.6539.57.10.362.471.18541水泥砂浆零星项目工程部位:线条42.0192.1717.220.923.2711.17144.7313-25*2.85砼装饰线条抹水泥砂浆4.20192.1717.220.923.2711.17551零星项目一

38、般抹灰29.724.996.960.366.343.0441.713-22挑沿 天沟 腰线 栏杆 扶手抹水泥砂浆2.9724.996.960.366.343.04561天棚抹灰341.017.263.790.21.860.914.0114-113现浇砼天棚水泥砂浆面34.1017.263.790.21.860.9572天棚抹灰60.5214.523.940.23.681.7724.1114-113备注1现浇砼天棚水泥砂浆面6.05214.523.940.23.681.77581金属推拉窗窗类型:推拉窗 C-1框材质、外围尺寸:铝合金 1000*1700+3.14*500*500/26502.2

39、502.215-3铝合金推拉窗1.256502.2592金属推拉窗窗类型:推拉窗 C-2框材质、外围尺寸:铝合金(2100*1200+525*500+3.14*500*500/2)482582515-3铝合金推拉窗1.375825603金属推拉窗窗类型:推拉窗 C-3框材质、外围尺寸:铝合金 (1000*1200+3.14*500*500/2)5382.2382.215-3铝合金推拉窗0.796382.2614金属推拉窗窗类型:推拉窗 C-4框材质、外围尺寸:铝合金 1200*780042246.42246.415-3铝合金推拉窗3.7442246.4625金属推拉窗窗类型:推拉窗 C-5框材

40、质、外围尺寸:铝合金 1400*17001571.2571.215-3铝合金推拉窗0.238571.2636金属推拉窗窗类型:推拉窗 C-6框材质、外围尺寸:铝合金 (23000*1200+2*500+3.14*500*500/2)26958.26958.215-3铝合金推拉窗5.7996958.2647金属推拉窗窗类型:推拉窗 C-7框材质、外围尺寸:铝合金 (1800*1200+450*2*500+3.14*500*500/2)2720.6720.615-3铝合金推拉窗0.601720.6658金属推拉窗窗类型:推拉窗 C-8框材质、外围尺寸:铝合金 2100*17001856.8856.

41、815-3铝合金推拉窗0.357856.8661金属推拉门门类型:M-1框材质、外围尺寸:铝合金 1580*27001981.18981.1815-2铝合金平开与推拉门0.427981.18672金属推拉门;M-2框材质、外围尺寸:铝合金 1500*27006155.25155.2515-2铝合金平开与推拉门0.405155.25683金属推拉门门类型:M-4框材质、外围尺寸:铝合金 2280*323111694.341694.3415-2铝合金平开与推拉门0.7371694.34694金属推拉门门类型:M-1框材质、外围尺寸:铝合金 1580*27001981.18981.1815-2铝合金

42、平开与推拉门0.427981.18705金属推拉门门类型:M-5框材质、外围尺寸:铝合金 800*21003386.4386.415-2铝合金平开与推拉门0.504386.4711金属固定窗框材质、外围尺寸:铝合金 直径=500127.4827.4815-4铝合金固定窗0.0227.48721金属卷闸门;洞口尺寸3380*280011542.151542.1515-20铝合金卷帘门1.2721542.15731胶合板门门类型:M3 900*21001172.64234.5247.0429.9214.36398.4915-233胶合板门(无腰单扇)门扇制作2.07926.47108.85.98.

43、093.8915-232胶合板门(无腰单扇)门框制作2.0797.262.131.122.08115-234胶合板门(无腰单扇)门框安装2.0794.622.631.150.5515-235胶合板门(无腰单扇)门扇安装2.07914.393.443.61.7315-346球型执手锁安装1713.855.873.451.657-44门窗运输5km1.4115.8937.3410.815.197-1备注1类预制砼构件运输1km0.620.281.662.680.740.36741门油漆调合漆二遍1118.2194.552.1833.9516-1单层木门 底油一遍 刮腻子 调和漆二遍2.07918.

44、2194.552.18751刷喷涂料基层类型:砖墙涂料品种、刷喷遍数:刷乳胶漆二遍791.884.846.731.210.5813.3616-308墙面乳胶漆抹灰面上批刷二遍801胶白水泥腻子79.1884.846.731.210.58762刷喷涂料涂料品种、刷喷遍数:刷乳胶漆二遍位置:室天棚341.015.336.731.330.6414.0216-308备注1墙面乳胶漆抹灰面上批刷二遍801胶白水泥腻子34.1015.336.731.330.64773刷喷涂料;刷外墙乳胶漆二遍582.433.216.540.80.3820.9216-320高级喷磁型外墙涂料58.2433.216.540.

45、80.38784刷喷涂料涂料品种、刷喷遍数:真石漆二遍位置:外墙142.16060D00002真石漆142.160第六章 措施项目费分析表工程名称:小别墅序号措施项目名称定额编号子目名称单 位数 量综 合 单 价 组 成 (元)人工费材料费机械费管理费利润小计1现场安全文明施工措施费项12现场安全文明施工措施费工程量清单计价*2% 项15922.873临时设施费项14临时设施费工程量清单计价*1.5% 项14442.155混凝土、钢筋混凝土模板与支架项19506.6610136.181128.832658.971276.1524706.820-1砼垫层10m20.938172.52104.49

46、.7645.5721.8720-3无梁式带形基础复合木模板10m21.899194.69204.0512.1951.7324.8220-5有梁式带形基础复合木模板10m21.149107.18163.6212.0129.7914.3120-3备注1无梁式带形基础复合木模板10m20.11915.8615.770.764.161.9920-11各种柱基 桩承台复合木模板10m20.09810.9111.451.062.991.4420-33基础梁复合木模板10m20.19416.4726.652.074.642.2320-31构造柱复合木模板10m26.7041185.8727.8552.963

47、09.72148.6320-29圆多边形柱木模板10m20.36678.75152.111.5720.089.6420-59现浇板厚度20cm复合木模板10m28.781023.751223.32150.84293.69140.9220-59现浇板厚度20cm复合木模板10m213.2341543.081843.89227.36442.68212.4120-57备注1现浇板厚度10cm复合木模板10m219.0782411.652786.91296.09676.89324.920-41圈梁 地坑支撑梁复合木模板10m24.665504.94571.4640.31136.3165.4520-36

48、拱形梁复合木模板10m20.538130.91165.399.3335.0616.8320-114矩形梁复合木模板10m20.50253.6348.124.3514.496.9620-70楼梯复合木模板10m2水平投影面积3.6721373.331164.54235.89402.3193.1120-85檐沟小型构件木模板10m21.596258.42448.3821.0769.8733.5320-90压顶复合木模板10m20.53367.7865.727.3818.799.0220-57备注1*2现浇板厚度10cm复合木模板10m21.412357412.5443.84100.2148.116

49、脚手架项12287.144373.97822.53778.41372.548634.5919-3砌墙脚手架外架子双排高12m10m258.1722108.744010.96655.6691.08331.5819-10抹灰脚手架高3.60m10m2198.53369.49283.9148.955.5925.8119-1砌墙脚手架里架子高3.60m10m224.044108.9279.118.0331.7415.157垂直运输机械费项116889.64222.42026.423138.422-1砖混结构檐口高度20m以 6层 (卷扬机施工)天8016889.64222.42026.48检验试验费1

50、9检验试验费工程量清单计价*0.18% 项1533.06第七章 主要材料、设备价格表（乙供）乙供材料、设备表工程名称:小别墅序号材料编号材料名称规格、型号等特殊要求单 位数 量单价(元)1101008绿豆砂t0.2112202101021细砂t0.099653101022中砂t243.298804102011道碴40-80mmt3.073505102039碎石5-31.5mmt1.487696102040碎石5-16mmt12.302667102041碎石5-20mmt97.091698102042碎石5-40mmt78.174669105012石灰膏m33.67517510201002八五多

51、孔砖21610590mm百块625.52532.211201007八五砖21610543mm百块20.83820.412201007八五砖21610543mm百块205.31120.413201008标准砖24011553mm百块1.72831.514203050土波形脊瓦百块0.63820015203052土波形瓦250250mm百块24.74720016204020瓷砖200300mm百块15.06320017206002玻璃3mmm22.1621418301002白水泥kg842.5720.819301023水泥32.5级kg79096.130.3420401029普通成材m30.838170021401035周转木材m31.045170022403012胶合板三夹m262.516923405015复合木模板18mmm2152.8073824405098木砖与拉条m30.089124925406002毛竹根10.4719.526407004胶合板边角料残值回收m2-24.5951.927407012木柴kg27.4320.3528502018钢筋(10圆钢)t0.204430029502018钢筋(12螺纹)t3.111395030502018钢筋(6-8)t2.6524000315