表格模板-C2标工程量结算表 精品.xls

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1、兴兴仁仁县县20092009年年度度中中央央财财政政小小型型农农田田水水利利重重点点县县建建设设项项目目C2C2标标工工程程进进度度付付款款申申报报表表（2010年8月15日-2010年11月15日施工单位：贵州华禹水电开发有限公司 合同编号：XRX-XXNTSL/C2编号工程项目及名称单位单价施工单位申报量监理单位审核量备注本月申报量累计完成量本月完成量累计完成量工程量合价工程量合价工程量合价工程量合价第一部份工程费用55713.8455713.84一工程保险费0.5%13928.4613928.46二保障工程建设安全费用1.5%41785.3841785.38第二部份建筑工程一簸箕地片区1

2、.1 簸箕地1#引灌渠40*40,长1935.85m1 土方开挖m39.19313.02 2876.654313.02 2876.6542 石方开挖m334.99294.23 10295.11294.23 10295.113 M7.5浆砌石保坎m3246.92337.89 83431.8337.8983431.84 土石方回填m312.0488.79 1069.03288.79 1069.0325 块石垫层m3113.49154.87 17576.2154.8717576.26 C15砼沟底m3450.09154.87 69705.44154.87 69705.447 C15块石砼墙身m345

3、0.09309.74 139410.9309.74 139410.98 模板503129.361564683129.361564681.2簸箕地2#引灌渠40*40,长112.1m000老渠道拆除m363.4810.1 641.14810.1641.148C15砼沟底m3450.098.968 4036.4078.968 4036.407C15块石砼墙身m3450.0917.936 8072.81417.936 8072.814模板50201.7810089201.78100891.3簸箕地3#支渠30*30,长120m0001 土方开挖m39.196.458.8166.458.8162 石方

4、开挖m334.9925.6 895.74425.6895.7443 M7.5浆砌石支墩m3246.9211.5 2839.5811.52839.584 土石方回填m312.044.857.7924.857.7925 块石垫层m3113.498.4 953.3168.4953.3166 C15砼沟底m3450.098.4 3780.7568.4 3780.7567 C15块石砼墙身m3450.0914.4 6481.29614.4 6481.2968 模板m350148.67430148.674301.4簸箕地4#支渠30*30,长384.1m000鲁皂1 土方开挖m39.1975.26 691

5、.639475.26 691.63942 石方开挖m334.9932.25 1128.42832.25 1128.4283 土石方回填m312.0430.73 369.989230.73 369.98924 块石垫层m3113.4926.89 3051.74626.89 3051.7465 C15砼沟底m3450.0926.89 12102.9226.89 12102.926 C15块石砼墙身m3450.0946.09 20744.6546.09 20744.657 模板509045009045001.5簸箕地5#支渠30*30,长587.9m000鲁皂1 土方开挖m39.19130.02 1

6、194.884130.02 1194.8842 石方开挖m334.9932.5 1137.17532.5 1137.1753 土石方回填m312.0447565.8847565.884 块石垫层m3113.4941.15 4670.11341.15 4670.1135 C15砼沟底m3450.0941.15 18521.241.1518521.26 C15块石砼墙身m3450.0970.548 31752.9570.548 31752.957 模板50110550011055001.6簸箕地6#支渠30*30,长308000鲁皂1 土方开挖m39.1973.1 671.78973.1671.7

7、892 石方开挖m334.9918.27 639.267318.27 639.26733 土石方回填m312.0424.64 296.665624.64 296.66564 块石垫层m3113.4921.56 2446.84421.56 2446.8445 C15砼沟底m3450.0921.56 9703.9421.569703.946 C15块石砼墙身m3450.0936.96 16635.3336.96 16635.337 模板50904500904500二火烧包片区0002.1 山塘治理0001 稀泥开挖m333.26885.89 29464.7885.8929464.72 土方开挖(人

8、行道基础)m39.1913.4 123.14613.4123.1463 沉砂池土方开挖m39.194.44 40.80364.4440.80364 土石方运输(20-500m) 元元8903.73 7229.84903.737229.845 M7.5浆砌石m3246.9231.89 7874.27931.89 7874.2796 C20砼防渗墙m3421.9168.17 28761.668.1728761.67 M5浆砌砖围栏m3224.5934.7 7793.27334.7 7793.2738 人行道砼C20m3421.9116.46 6944.63916.46 6944.6399 下池梯子

9、砼C20m3421.910.392 165.38870.392 165.388710 C20砼扶栏垫底m3421.911.4 590.6741.4590.67411 C15导水沟砼m3450.090.7 315.0630.7315.06312 人行道块石垫底m3113.4930.55 3467.1230.553467.1213 导水沟块石垫底m3113.490.384 43.580160.384 43.5801614 沉砂池C15砼 m3450.092.41 1084.7172.41 1084.71715 锚钉打孔20cm个2.826137316.426137316.416 12螺纹钢筋锚钉t

10、6771.40.795 5383.2230.795 5383.22317 模板50507.19 25359.5507.1925359.518 橡胶伸缩止水条m1289.11069.289.11069.219山塘施工抽水台班15029435029435020M10砂浆粉糊侧墙m213.4435.65837.04435.65837.0421 沉砂池顶钢筋C20砼m3450.090.306137.72750.306 137.727522沉砂池底板C15砼m3450.090.306137.72750.306 137.727523沉砂池粉糊m213.45.7677.1845.7677.18424沉砂池块

11、石垫底m3113.490.30634.727940.306 34.7279425耕地恢复1200元1200元1200元2.2 火烧包山塘引水渠40*40,长188.2m0001 土方开挖m39.1915137.8515137.852 石方开挖m334.99602099.4602099.43 土石方回填m312.049.41 113.29649.41 113.29644 块石垫层m3113.4915.05 1708.02515.05 1708.0255 C15砼沟底m3450.0915.05 6773.85515.05 6773.8556 C15块石砼墙身m3450.0930.112 13553

12、.1130.112 13553.117 模板50301.1215056301.1215056三耳期片区0003.1 耳期山塘治理0001 稀泥开挖m333.26325.5 10826.13325.5 10826.132 石方开挖m334.99301049.7301049.73 土石方运输(20-500m) 元元8355.52844355.528444 原砌石拆除m363.4856 3554.88563554.885 M7.5浆砌石侧墙m3246.9228.49 7034.75128.49 7034.7516 C20砼底防渗m3421.9197.65 41199.5197.65 41199.51

13、7 C20砼防渗墙m3421.9149.5 20884.5549.5 20884.558M10砂浆粉糊侧墙m213.4330442233044229 模板50330165003301650010 锚钉打孔20cm个2.8198055441980554411 12螺纹钢筋锚钉t6771.40.602 4076.3530.602 4076.35312 橡胶伸缩止水条m12374.14489.2374.14489.213 人行道砼C20m3421.912.53 1067.4322.53 1067.43214 人行道块石垫底m3113.492.53 287.12972.53 287.129715山塘施

14、工抽水台班1503654003654003.2耳期山塘引水渠40*40,长354001 土方开挖m39.1942.26 388.369442.26 388.36942 石方开挖m334.9998.6 3450.01498.6 3450.0143 稀泥开挖m333.2644.2 1470.09244.2 1470.0924 土石方回填m312.0417.7 213.10817.7213.1085 块石垫层m3113.4928.32 3214.03728.32 3214.0376 C15砼沟底m3450.0928.32 12746.5528.32 12746.557 C15块石砼墙身m3450.0

15、956.64 25493.156.6425493.18 模板50566.428320566.428320四野猫红片区0004.1 山塘治理0001 土方开挖m39.19682.22 6269.602682.22 6269.6022 石方开挖m334.99341.11 11935.44341.11 11935.443 稀泥开挖m333.26341.11 11345.32341.11 11345.324 土方运输(20-500m)元元81364.44 10915.521364.44 10915.525 块石垫层m3113.49389.84 44242.94389.84 44242.946 M7.5

16、浆砌石侧墙m3246.92190.29 46986.41190.29 46986.417 C20砼底防渗m3421.91487.3 205596.7487.3 205596.78 25号丙纶防渗层242047.4 49137.62047.449137.69 橡胶伸缩止水条m12924110889241108810 块石垫层m3113.4997.45 11059.697.4511059.611山塘施工抽水台班150406000600012 山塘底层碾压台班200012000200013 碾压进出场费次250012500250014 便民设施（厕所）6007420042004.2野猫红山塘引水渠40*40,长214m0001 土方开挖m39.1928.56 262.466428.56 262.46642 石方开挖m334.9966.66 2332.43366.66 2332.4333 土石方回填m312.0410.7 128.82810.7128.8284 块石垫层m3113.4917.12 1942.94917.12 1942.9495 C15砼沟底m3450.0917.12 7705.