土石方工程清单计价表

1、 分分部部分分项项工工程程量量清清单单计计价价表表工工程程名名称称：序序号号项项目目编编码码项项目目名名称称计计量量单单位位工工程程数数量量人人工工费费 材材料料费费 机机械械费费人人材材机机合合计计计计费费基基础础管管理理费费利利润润管管理理费费和和利利润润综综合合单单价价1010401002001 毛石混凝土m3127.33 39.69 139.8 1.07 180.58 165.558.445.313.74194.322-1-14C154现浇砼碎石40/ C15现浇毛石砼垫层10m312.733 39.69 139.8 1.07 180.58 165.558.445.313.74194.

2、322040801001001拆除路面1.路面材料种类:2.厚度:m280 8.411.099.6619.1619.662.540.693.2422.41-322J人工拆除砼类路面层 无筋 厚 15cm内100m20.8 6.446.447.660.990.271.267.71-323J人工拆除砼类路面层 无筋 增减 1cm100m20.8 0.430.430.510.070.020.080.512-238J混凝土路面切缝 （延长米）100m0.8 0.881.090.512.491.560.20.050.262.741-98hJ装载机装土、石方石方 装载机斗容量(m3) 3以内 (3.00倍

3、)100m30.8 0.679.159.819.941.290.351.6411.453040801005001暖气拆除管道1.材料种类:2.管径:m260 1.110.091.21.320.170.050.221.421-386J镀锌管拆除 公称直径在 (mm) 以内 405010m26 1.110.091.21.320.170.050.221.424040801006001拆除砖石结构1.结构类型:2.材质:3.运距:m3109.92110.8110.770110.775010302006001暖气沟砖砌部分 m353.76 94.3 171.7 2.14 268.13 232.6711.

4、877.4519.31287.443-1-29M5.0混浆/ 零星砖砌体10m35.376 94.3 171.7 2.14 268.13 232.6711.877.4519.31287.446020201001001暖气沟处抹灰m2364 6.524.190.3211.036.383.251.084.3415.379-2-20水泥砂浆1:3/ 砖墙面墙裙水泥砂浆14+6mm10m236.4 6.524.190.3211.036.383.251.084.3415.377010414002001其他构件1.构件名称、规格:2.混凝土强度等级:m356.16 79.29 315.3 20.28 41

5、4.9420.6121.4513.4634.91449.814-4-17其他构件现场搅拌砼10m35.616 9.393.11 11.7124.224.891.270.82.0726.274-3-22h预拌混凝土C15/ 预制小型构件10m33.068 38.19 161.5 4.68 204.38 207.1310.566.6317.19221.574-3-22h预拌混凝土C30/ 预制小型构件10m32.548 31.72 150.7 3.89 186.32188.69.626.0415.65201.978040501005001钢管铺设1.输送介质:2.管材材质:3.管材规格:4.接口形

6、式:m260 11.99 4.471.3917.8515.652.020.552.5820.435-62hJ碳钢管安装(电焊接口)公称直径(mm以内) 40010m26 11.99 4.471.3917.8515.652.020.552.5820.439040801005002拆除自来水管道1.材料种类:2.管径:63m30 8.5130.76 39.2740.885.291.446.73461-365J拆除砼管道 管径(mm)以内 100010m3 8.5130.76 39.2740.885.291.446.7345.9910040101002001挖沟槽土方（自来水）m312.6 40.6

7、240.6248.316.251.77.9548.571-14J人工挖沟槽、基坑土方 四类土深度在2m以内100m30.126 27.7527.75334.271.165.4333.181-26J装、运土方 人工运土 运距,20m内100m30.126 7.257.258.621.120.31.428.671-27hJ装、运土方 人工运土 200m内每增加20m (3.00倍)100m30.126 4.934.935.860.760.210.975.891-45J人工平整原土夯实 槽、坑 100m2100m20.126 0.690.690.820.110.030.140.83110405010

8、06001塑料管道铺设（自来水）m30 20.34 73.78 2.4696.5826.653.450.944.39100.967-93J塑料管安装 对接熔接 管外径(mm以内) 63100m0.3 1.020.060.251.341.470.190.050.241.58 分分部部分分项项工工程程量量清清单单计计价价表表工工程程名名称称：序序号号项项目目编编码码项项目目名名称称计计量量单单位位工工程程数数量量人人工工费费 材材料料费费 机机械械费费人人材材机机合合计计计计费费基基础础管管理理费费利利润润管管理理费费和和利利润润综综合合单单价价中密度聚乙烯管m30.3中密度聚乙烯管件 对接熔接个

9、06-485J非定型渠(管)道垫层 砂10m33 19.31 73.71 2.2195.2425.183.260.894.1499.3812040103001001自来水沟槽填方1.填方材料品种:2.密实度:m312.6 12.56 0.0612.6214.931.930.532.4615.071-42J人工平整填土夯实 平地 100m3100m30.126 12.56 0.0612.6214.931.930.532.4615.0713010102002001石方开挖1.岩石类别:2.开挖部位:3.开挖深度:4.爆破要求:m35600.5815.215.2015.214010101003001

10、挖基础土方1.土壤类别:2.基础形式:3.挖土深度:m3845.173.953.9503.9515010101002001 余土弃置m3845.17252502516010101002002 石方弃置m35600.58303003017010103001001土（石）方回填1.回填材料要求:2.回填质量要求:m35226.6812.8312.83012.8318010103001002 外购回填土m35786.68131301319通信改造迁移费19040204001001人行道块料铺设1.块料品种:2.块料规格:3.图形:m21057 11.25 78.2289.4713.381.730.4

11、72.291.672-263hJ异型彩色花砖安砌 S型砖 1:3 水泥砂浆 (机械*0.10 )100m210.57 11.25 3.3114.5613.381.730.472.291.67水泥花砖S型 22511280块47987.874.9174.9174.9120040202008001砂砾石厚度:m21057 0.754.50.475.731.370.180.050.235.962-130J砂砾石底层（天然级配） 人工铺装 厚度(cm) 10100m210.57 0.885.60.476.961.520.20.050.257.212-131hJ砂砾石底层（天然级配） 人工铺装 厚度(c

12、m) 每增减1 (-2.00倍)100m210.57 -0.13 -1.1-1.22-0.15-0.02-0.01-0.02-1.2521040203005001电缆处水泥混凝土m250 9.58 33.32 1.3544.2612.741.650.452.146.352-225hJC204现浇砼碎石4m 10m3实体积 1.224 35.6235.6242.365.481.496.9742.5927040103001003污水管沟槽填方1.填方材料品种:2.密实度:m321.6 19.86 62.7982.6623.623.060.833.8986.541-43J人工平整填土夯实 槽、坑 1

13、00m3100m30.216 14.68 0.0614.7417.462.260.612.8717.611-48J人工平整回填砂100m30.216 5.18 62.7467.926.160.80.221.0168.9328040801006002拆除砖石结构1.结构类型:2.材质:3.运距:m312.24 2.032.032.410.310.080.42.431-172J明挖石方 人力车运 500m 内每增 50m100m30.122 2.032.032.410.310.080.42.4329010302006002零星砌砖m38.64 80.44 191.5 2.12 274.06 272

14、.0113.878.722.58296.643-3-19hM7.5砂浆/ 零星空心砖砌体10m30.864 80.44 191.5 2.12 274.06 272.0113.878.722.58296.6430010414002002其他构件1.构件名称、规格:2.混凝土强度等级:m33.6 72.37 223.8 55.71 351.86 346.0217.6511.0728.72380.584-4-1场外集中搅拌砼50m3/h10m30.36 2.461.913.43 17.7917.970.920.571.4919.284-4-5机动翻斗车运砼1km内10m30.3633.733.733

15、.71.721.082.836.5 分分部部分分项项工工程程量量清清单单计计价价表表工工程程名名称称：序序号号项项目目编编码码项项目目名名称称计计量量单单位位工工程程数数量量人人工工费费 材材料料费费 机机械械费费人人材材机机合合计计计计费费基基础础管管理理费费利利润润管管理理费费和和利利润润综综合合单单价价4-3-22h预拌混凝土C15/ 预制小型构件10m30.12 23.3 98.55 2.86 124.71 126.386.444.0410.49135.194-3-22hC304预制砼碎石40/ 预制小型构件10m30.24 46.6 123.3 5.72 175.66 167.978

16、.575.3813.94189.631020201001002 水泥砂浆抹面m236 6.534.190.3211.036.383.251.084.3415.379-2-20水泥砂浆1:2.5/ 砖墙面墙裙水泥砂浆14+6mm10m23.6 6.534.190.3211.036.383.251.084.3415.3732010416002001预制构件钢筋钢筋种类、规格:t0.426 357.5 381178.4 4246.6 4351.9 221.95 139.3361.24607.794-1-31预制构件圆钢筋12绑扎t0.426 357.5 3811 78.41 4246.6 4351.

17、9 221.95 139.3361.24607.7933040801006003拆除电业局砖石结构m315110.8110.770110.7734010305003001电业局石墙恢复m3956.7 11889 30.03 12875.9 5117.9 261.01 163.8 424.7813300.673-2-2M5.0混浆/ 乱毛石墙10m30.4 311.9 473.9 15.91 801.72 690.0135.1922.0857.27858.993-2-14M5.0混浆/ 方整石墙毛石背里450mm10m20.012 4.27 36.86 0.1541.2717.970.920.5

18、81.542.783-2-13M5.0混浆/ 方整石墙10m30.98 640.5 11378 13.97 12032.9 4409.9224.9141.1 366.0212398.9135040801001002拆除电业局路面m2120 2.180.04 11.83 14.0514.431.870.512.3816.431-322J人工拆除砼类路面层 无筋 厚 15cm内100m21.2 6.446.447.660.990.271.267.71-323hJ人工拆除砼类路面层 无筋 增减 1cm (-10.00倍)100m21.2 -4.25-4.25-5.06-0.65-0.18-0.83-

19、5.091-179J自卸汽车装载石碴 装载质量(t) 8t以内 第一个1km100m310.04 11.83 11.8711.831.530.421.9513.8236040801006004拆除东院院墙基础 m3450110.8110.770110.7737040304002001浆砌东院院墙基础m3450188.3188.320188.3238040501004001铸铁管铺设DN200m45341.5341.540341.5439010302006003零星砌砖m354 94.3 171.7 2.14 268.13 232.6711.877.4519.31287.443-1-29M5.0

20、混浆/ 零星砖砌体10m35.4 94.3 171.7 2.14 268.13 232.6711.877.4519.31287.4440020201001003 水泥砂浆抹面m2225 6.534.190.3211.036.383.251.084.3415.379-2-20水泥砂浆1:2.5/ 砖墙面墙裙水泥砂浆14+6mm10m222.5 6.534.190.3211.036.383.251.084.3415.3741010414002003混凝土其他构件 m3186.48 79.29 181.3 53.98 314.58 304.1815.519.7325.25339.834-4-17其他

21、构件现场搅拌砼10m318.648 9.393.11 11.7124.224.891.270.82.0726.274-4-5机动翻斗车运砼1km内10m318.64833.733.733.71.721.082.836.54-3-22hC254预制砼碎石40/ 预制小型构件10m39.72 36.44 89.63 4.47 130.53 124.966.37410.37140.94-3-22hC304预制砼碎石40/ 预制小型构件10m38.928 33.47 88.584.1126.15 120.636.153.8610.01136.1642010416002002预制构件钢筋钢筋种类、规格:t5.18 357.5 3811 78.41 4246.6 4351.9 221.95 139.3 361.214607.814-1-31预制构件圆钢筋12绑扎t5.18 357.5 381