武汉某学校教学楼建筑安装工程施工招标控制价-

武汉**学院运动学校教学楼工程招标控制价编制单位：**有限公司**分公司时间：2009年5月26日工程量清单计价编制说明一：工程概况：该项目为武汉**学院运动学校教学楼,建设地点位于武汉**学院运动学校内。本工程下部为桩基础,上部为五层教学楼，建筑面积为3222平方米，建筑高度20.1米。建筑结构形式为框架结构。二：工程编制范围：武汉开来建筑设计有限公司设计的武汉**学院运动学校教学楼施工图，招标答疑及招标文件包括的范围。三：工程量编制依据：1、武汉开来建筑设计有限公司设计的武汉**学院运动学校教学楼施工图，招标答疑及招标相关文件；2、《建设工程工程量清单计价规范》GB50500-2008；3、鄂建[2008]21号文颁发的《**省建筑工程消耗量定额及统一基价表》；4、鄂建[2008]213号文颁发的《**省安装工程消耗量定额及单位估价表》；5、主要材料价格按武汉建设工程价格信息2009年5月价格执行；四：其它相关说明1、基础土方按三类土,余土外运按1KM考虑；2、现浇混凝土按商品砼计算,运距按20KM考虑；3、桩长按7米计算及凿桩头已计入清单；4、人工挖孔桩暂按700元/m3包干计取；5、依据设计施工图要求一、二层门窗计算了防盗网；6、屋面水箱按不锈钢水箱计算。室外消防给水按图计算，生活给水及排水管计算到距外墙1.5米处；7、电源进线只计算了D150进户钢管预埋，YJV-4*150进线电缆没有计算；8、弱电中的设备安装没有计算，只计算了插座及盒、金属线槽、线管、线缆工程，有线电视的分配器、分支器已计算；五、工程造价：4314852.77元其中：建筑工程：3904139.12元弱电工程：26403.65元水施工程：123155.17元电照工程：261154.83元编制单位：北京中证天通工程咨询有限公司**分公司2009．5．26日武汉**学院运动动学校教学楼楼工程汇总表表建设单位:武汉***学院序号工程名称单位金额1建筑工程元3904139..122弱电工程元26403.6553水施工程元123155.1174电照工程元261154.883合计4314852..77编制单位:**有有限公司***分公司武汉**学院运动动学校教学楼楼招标控制价价汇总表项目名称建筑面积（M2）总造价（元）单方造价（元）土建工程（元）给排水工程（元）电气工程（元）弱电工程（元）水泥（吨）桩基钢材（吨）桩基商品砼（M33）钢材（吨）（不含含桩基）商品砼（M3）（不不含桩基）教学楼32224314852..771339.183904139..12123155.117261154.88326403.655196.069.911431.61122.9671083.3合计32224314852..771339.183904139..12123155.117261154.88326403.655196.069.911431.61122.9671083.3单位工程投标报价价汇总表工程名称：武汉***学院**运动学校校教学楼工程程标段：第1页共1页序号汇总内容金额（元）其中:暂估价（元）1分部分项工程费2728659..12施工技术措施费458583.5523施工组织措施费116583.884其中：安全全文明施工费费99920.84其他项目费4.1其中：暂列列金额4.2专业工程暂暂估价4.3计日工4.4总包服务费费5规费（1+2+3+4）×费率209792.9986建设施工安全技术术服务费3964.597税金（1+2+3+4++5+6）×费率129848.1110塑钢门窗560..02*300016800611人工挖孔桩4200.26*77002941828投标报价合计（1+2+33+4+5++6+7+110+11）*0.9553904139..12单位工程投标报价价汇总表工程名称：武汉***学院**运动学校校教学楼工程程标段：第1页共1页序号汇总内容金额（元）其中:暂估价（元）1规费209792.9981.1工程排污费费11563.3991.2社会保险费费155279.884(1)养养老保险金99114.799(2)失失业保险金9911.48(3)医医疗保险金31386.355(4)工工伤保险金9911.48(5)生生育保险金4955.741.3住房公积金金41297.8331.4危险作业意意外伤害保险险1651.912税金129848.11合计339641.008表—04分部分项工程量清清单与计价表表工程名称：武汉***学院**运动学校校教学楼工程程标段：第5页共5页序项目编码项目名称计量工程量金额(元)号单位综合合价其中：单价暂估价土(石)方工程1平整场地m2758.12.141622.332挖基础土方(基坑坑)m3168.7582.0413844.2553挖基础土方(沟槽槽)m3117.2147.355549.894土方回填(基础))m3464.838.734057.975土方回填(一层室室内)m3240.26.721614.146人工凿钢筋砼桩头头m39.63138.981338.38分部小计28026.966桩与地基础工程7人工挖孔桩m3420.268人工挖孔桩钢筋笼笼t9.716分部小计砌筑工程9砖基础m378.28289.1322633.110实心砖墙m35.65360.562037.1611实心砖墙m36.11318.491945.9712砌块墙m3472.52263124272.77613砌块墙m3250.7426365944.62214砌块墙m36.98267.151864.71分部小计218698.332混凝土及钢筋混凝凝土工程15垫层m321.67316.186851.6216桩承台基础m381.83337.9727656.09917基础梁m344.22344.4115229.81118矩形梁m33.96356.361411.1919有梁板m3526.67347.57183054.66920矩形柱m3171.59384.3265945.47721圆柱m32.07386.16799.3522压顶m33.75440.771652.8923雨蓬m30.35279.6397.8724后浇带m31.87382.34714.9825直形楼梯m2230.3194.0421658.35526现浇混凝土钢筋圆钢6.5t2.1725359.3711640.55527现浇混凝土钢筋冷扎带肋钢钢筋7t9.2385703.6452690.23328现浇混凝土钢筋圆钢8t24.114864.34117279.22429现浇混凝土钢筋冷扎带肋钢钢筋9t1.8595208.619682.8130现浇混凝土钢筋圆钢10t14.0324941.8469343.931现浇混凝土钢筋圆钢12t0.8515069.744314.3532现浇混凝土钢筋螺纹钢12t14.0585025.9470654.66633现浇混凝土钢筋螺纹钢14t3.6464916.7717926.54434现浇混凝土钢筋螺纹钢16t20.1314805.7196743.75535现浇混凝土钢筋螺纹钢18t7.6784753.636498.14436现浇混凝土钢筋螺纹钢20t11.2444718.1353050.65537现浇混凝土钢筋螺纹钢22t4.6714661.3621773.21138现浇混凝土钢筋螺纹钢25t2.0074624.619281.5939电渣压力焊个199612.4324810.28840构造柱m336.07386.2513932.04441过梁m327.03404.1110923.09942压顶m31.25440.77550.9643预制污水池个4257.951031.844小便槽m36.8194.067141.4145大便槽(一层)m18.6257.564790.6246大便槽(二-四层层)m55.8299.8916733.86647砼台阶m211.5267.09772.8848散水m2104.542.784470.5249残疾人坡道m224.188.122123.6950砖砌体拉接钢筋园钢6.5t2.8885416.9315644.09951预埋铁件t0.388446.363209.62分部小计1002086..79金属结构工程52金属网m21032.910.5510897.1分部小计10897.100屋面及防水工程53平屋面(屋一上上人保温屋面面参07EJ1101-屋4)m2547.7244.08133682.66154平屋面(屋二不不上人保温屋屋面参07EJ1101-屋6)m2191.5213.2940845.05555屋面雨水管m225.956.2312702.366分部小计187230.002楼地面工程560201020002001块料楼地面(一层层卫生间除外外地面)m2615147.4590681.755570201020002002块料楼地面(一层层卫生间地面面)m271.32138.099848.58580201020002003花岗岩地面(门厅厅外与室外台台阶连接地面面)m262190.5111811.622590201020002004块料楼地面(卫生生间楼面)m2213.96118.5625367.1600201020002005块料楼地面(卫生生间除外楼面面)m21737.180.91140548.776610201020002006块料楼地面(楼梯梯间楼面)m2271.3110.630005.788620201050003001面砖踢脚线m2193.887.116879.988630201080001001石材台阶面m211.52248.222859.49640201070004001不锈钢拉手(残疾疾人卫生间)个284.28168.56650201070001001不锈钢护窗栏杆m49.6270.513416.8660201070001002残疾人坡道不锈钢钢栏杆m7.53232422.51670201070001003楼梯间不锈钢栏杆杆m93.8317.4829779.633680201070001004外廊栏杆m57.9155.929027.77分部小计382818.333墙、柱面工程690202040003001卫生间墙面砖m2912.171.2464978700202040003002外墙园柱面砖m222.6178.351771.49710202040003003外墙保温墙面砖m22701.7165.6447401.553720202010002001外墙保温墙面装饰饰抹灰(外墙涂料基基层)m2313.595.8730055.277730202010001001墙面一般抹灰(内内墙一)m25871.813.4779093.155740202010001002墙面一般抹灰(楼楼梯间内侧)m234.741.061424.78分部小计624724.222天棚工程750203010001001天棚抹灰(顶棚一一)m2292610.931893.4760203020001001天棚吊顶(顶棚二二)m2285.366.619000.988分部小计50894.388门窗工程770204060007001塑钢窗m2551.38780204030001001M1外加金属防盗门樘112492.49912492.499790204060008001金属防盗网(一二二层门窗)m2218.32124.9327274.711800204020005001塑钢门M1m28.64810204010003001高级木门M2樘481048.8250343.366820204010003002高级木门M3樘4948.943795.76830204020002001成品厕所专用推拉拉门M4樘8758.56068840204020002002成品毛玻璃磨沙门门M5樘3496.451489.35850204020006001成品金属防盗门MM6樘21020.72041.4860204020006002成品不锈钢门M77樘4852.613410.44870204020002001成品残疾人专用门门M8樘1929.47929.47880204020002002成品残疾人专用门门M9樘11681.881681.88890204020007001丙级防火门FM11樘10483.494834.9分部小计114361.776油漆、涂料、裱糊糊工程900205060001001抹灰面乳胶漆(二二遍)m28832.59.7886381.855910205060001002外墙涂料m2313.524.687737.1892讲台个13308.054004.65930206060003001黑板个13830.5810797.544分部小计108921.222合计2728659..10表—08措施项目清单与计计价表（一）工程名称：武汉***学院**运动学校校教学楼工程程标段：第1页共1页序项目名称计算基础费率（%）金额(元)号1排水、降水2混凝土、钢筋混凝凝土模板及支支撑3486173脚手架68611.5664垂直运输28199.9335大型机械设备进出出场及安拆6装饰装修工程脚手手架7装饰装修垂直运输输13155.0338成品保护9安全文明施工费直接费3.399920.810冬雨季施工增加费费直接费0.13397.6911生产工具用具使用用费直接费0.310030.38812夜间施工费直接费0.051698.8413二次搬运费用14工程定点、定交、场场地清理费直接费0.051536.13合计表—10表—11措施项目清单与计计价表（二）工程名称：武汉***学院**运动学校校教学楼工程程标段：第1页共1页序项目编码项目名称项目特征描述计量工程数量金额(元)号单位综合单价合价11.12t排水、降水项121.80t混凝土、钢筋混凝凝土模板及支支撑项134861734861731.90t脚手架项168611.56668611.56642.01t垂直运输项128199.93328199.93351.70t大型机械设备进出出场及安拆项161.91t装饰装修工程脚手手架项172.10t装饰装修垂直运输输项113155.03313155.03382.20t成品保护项194.00安全文明施工费项199920.899920.8108.00冬雨季施工增加费费项13397.693397.69119.00生产工具用具使用用费项110030.38810030.388125.00夜间施工费项11698.841698.84136.00二次搬运费用项11410.00工程定点、定交、场场地清理费项11536.131536.13合计575167.336表—11分部分项工程量清清单综合单价价分析表程名称:武汉***学院**运动学校校教学楼工程程第22页共22页序项目编码项目名称单位数量综合单价组成综合号人工费材料费机械费管理费利润单价1平整场地m2758.11.940.10.12.14g4-6平整场地100m211.1351.940.10.12挖基础土方(基坑坑)m3168.7573.21.183.683.9882.04g1-267人工挖基坑土方((三类土)深度(2m以内)100m34.64873.20.383.643.94g3-44自卸汽车(载重44t以内)运土方运距(1km以内)1000m30.0180.80.040.043挖基础土方(沟槽槽)m3117.2142.840.092.122.347.35g1-252人工挖地槽(沟))土方三类土土，深度(2m以内)100m32.22542.840.092.122.34土方回填(基础))m3464.835.82.120.390.428.73g4-3填土夯实槽、坑坑100m34.6485.82.120.390.425土方回填(一层室室内)m3240.24.461.630.30.336.72g4-2填土夯实平地100m32.4024.461.630.30.336人工凿钢筋砼桩头头m39.631266.246.74138.98g4-24人工凿钢筋砼桩头头10m30.9631266.246.747人工挖孔桩m3420.26A3-183商砼人工挖孔桩砼护壁壁内浇砼桩外径1400mmm以内(孔深15m)10m38人工挖孔桩钢筋笼笼t9.716A3-744钢筋笼制、安t9砖基础m378.2858.64199.843.6512.9814.02289.13A2-2换砖基础^水水泥砂浆M1010m37.82855.18194.133.4112.5113.52A6-210防水砂浆平面100m20.6443.465.710.240.470.510实心砖墙m35.65127.61197.531.7516.1817.49360.56A2-174蒸压灰砂砖墙墙墙厚1/4砖^水泥砂浆M510m30.565127.61197.531.7516.1817.4911实心砖墙m36.1191.24194.622.8914.2915.45318.49A2-177蒸压灰砂砖墙墙墙厚1/2砖^水泥砂浆M510m30.61191.24194.622.8914.2915.4512砌块墙m3472.5245.35191.951.1411.812.76263A2-173换加气混凝土砌块墙墙,600XX300X2250,^^水泥混合砂砂浆M510m347.25245.35191.951.1411.812.7613砌块墙m3250.7445.35191.951.1411.812.76263A2-172换加气混凝土砌块墙墙,600XX300X2200,^^水泥混合砂砂浆M510m325.07445.35191.951.1411.812.7614砌块墙m36.9845.35195.161.6911.9912.96267.15A2-168加气混凝土砌块墙墙,600XX300X1100,^^混合砂浆M510m30.69845.35195.161.6911.9912.9615垫层m321.6725.75259.881.0214.1915.34316.18A3-205换商砼基础垫层^商品品混凝土C15碎石2010m32.16725.75259.881.0214.1915.3416桩承台基础m381.8324.32281.071.0215.1716.39337.97A3-204换商砼桩承台独立^商品混凝土C25碎石2010m38.18324.32281.071.0215.1716.3917基础梁m344.2226.02284.571.6615.4616.7344.41A3-219换商砼基础梁^商品混混凝土C25碎石2010m34.42226.02284.571.6615.4616.718矩形梁m33.9637.95283.471.6615.9917.29356.36A3-220换商砼单梁,连续梁,悬臂梁^^商品混凝土C25碎石2010m30.39637.95283.471.6615.9917.2919有梁板m3526.6725.52287.931.6615.616.86347.57A3-234换商砼有梁板^商品混混凝土C25碎石2010m352.66725.52287.931.6615.616.8620矩形柱m3171.5965.17281.61.6617.2518.64384.32A3-214换商砼矩形柱^商品混混凝土C25碎石2010m317.15965.17281.61.6617.2518.6421圆柱m32.0766.52281.921.6617.3318.73386.16A3-215换商砼圆柱^商品混凝土C225碎石2010m30.20766.52281.921.6617.3318.7322压顶m33.75107.1289.862.6519.7821.38440.77A3-250商砼压顶^c20碎20商10m30.375107.1289.862.6519.7821.3823雨蓬m30.3549.86201.831.8312.5413.57279.63A3-240换商砼雨蓬^商品混凝土C225碎石2010m20.3249.86201.831.8312.5413.5724后浇带m31.8729.64315.331.6617.1618.55382.34A3-245换商砼后浇板带^防水水商品混凝土土C30碎石20mm(坍落度160-1180P66)10m30.18729.64315.331.6617.1618.5525直形楼梯m2230.3116.468.210.654.224.5694.04A3-246换商砼整体楼梯^商品品混凝土C25碎石2010m223.03116.468.210.654.224.5626现浇混凝土钢筋圆钢6.5t2.1721197.843612.9248.14240.52259.955359.37A3-680现浇构件圆钢筋Φ6.5mm以内t2.1721197.843612.9248.14240.52259.9527现浇混凝土钢筋冷扎带肋钢钢筋7t9.2381197.843925.0448.14255.97276.655703.64A3-680冷扎带肋钢筋ΦΦ7t9.2381197.843925.0448.14255.97276.6528现浇混凝土钢筋圆钢8t24.117773573.7659.34218.3235.944864.34A3-681现浇构件圆钢筋Φ8mm以内t24.117773573.7659.34218.3235.9429现浇混凝土钢筋冷扎带肋钢钢筋9t1.8597773885.8859.34233.75252.645208.61A3-681冷扎带肋钢筋Φ9mm以内t1.8597773885.8859.34233.75252.6430现浇混凝土钢筋圆钢10t14.032562.23867.8750.29221.78239.74941.84A3-682现浇构件圆钢筋Φ10mm以内t14.032562.23867.8750.29221.78239.731现浇混凝土钢筋圆钢12t0.851460.383999.81136.13227.52245.95069.74A3-683现浇构件圆钢筋Φ12mm以内t0.851460.383999.81136.13227.52245.932现浇混凝土钢筋螺纹钢12t14.058500.823893.22162.57225.55243.785025.94A3-694现浇构件螺纹钢筋筋Φ12mm以内t14.058500.823893.22162.57225.55243.7833现浇混凝土钢筋螺纹钢14t3.646419.883886.21151.55220.65238.484916.77A3-695现浇构件螺纹钢筋筋Φ14mm以内t3.646419.883886.21151.55220.65238.4834现浇混凝土钢筋螺纹钢16t20.131379.443828.41149.09215.67233.14805.71A3-696现浇构件螺纹钢筋筋Φ16mm以内t20.131379.443828.41149.09215.67233.135现浇混凝土钢筋螺纹钢18t7.678328.323845.13136.25213.33230.574753.6A3-697现浇构件螺纹钢筋筋Φ18mm以内t7.678328.323845.13136.25213.33230.5736现浇混凝土钢筋螺纹钢20t11.244301.83839.6136.14211.74228.854718.13A3-698现浇构件螺纹钢筋筋Φ20mm以内t11.244301.83839.6136.14211.74228.8537现浇混凝土钢筋螺纹钢22t4.671269.73837.32119.05209.19226.14661.36A3-699现浇构件螺纹钢筋筋Φ22mm以内t4.671269.73837.32119.05209.1922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