分部分项工程综合单价分析表.xls
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1、A.1 土石方工程序号项目编码项目名称工程内容单位定额号1010101001001平整场地二类土;弃土5km1-2912010101002001挖土方土方大开挖二类土m31-1挖土深度0.4m;截桩头2-52弃土5km1-2203010101003001挖基础土方人工挖孔桩;二类土m31-33挖土深度7.2m1-218弃土5km1-2204010103001001土(石)方回填原土夯填 夯实度90%m31-1取回填土1-58回填1-555010103001002土(石)方回填粗砂回填m31-1夯实1-2341-54A.2 桩与地基基础工程序号项目编码项目名称工程内容单位定额号1010201002、3001混凝土灌注桩WKZ-1;二类土根1-33桩长7米;直径8004-21桩身C20砼;垫层C10砼;弃土5km4-22护壁C15细石砼2-492010201003002混凝土灌注桩WKZ-2;二类土根1-33桩长7米;直径8004-21桩身C20砼;垫层C10砼;弃土5km4-22护壁C15细石砼2-493010201003003混凝土灌注桩WKZ-3;二类土根1-33桩长7米;直径8004-21桩身C20砼;垫层C10砼;弃土5km4-22护壁C15细石砼2-494010201003004混凝土灌注桩WKZ-4;二类土根1-33桩长7米;直径8004-21桩身C20砼;垫层C10砼;弃土3、5km4-22护壁C15细石砼2-495010201003005混凝土灌注桩WKZ-5;二类土根1-33桩长7米;直径9004-21桩身C20砼;垫层C10砼;弃土5km4-22护壁C15细石砼2-496010201003006混凝土灌注桩WKZ-6;二类土根1-33桩长7米;直径9004-21桩身C20砼;垫层C10砼;弃土5km4-22护壁C15细石砼2-497010201003007混凝土灌注桩WKZ-7;二类土根1-33桩长7米;直径11004-21桩身C20砼;垫层C10砼;弃土5km4-22护壁C15细石砼2-498010201003008混凝土灌注桩WKZ-8;二类土根1-33桩4、长7米;直径9004-21桩身C20砼;垫层C10砼;弃土5km4-22护壁C15细石砼2-499010201003009混凝土灌注桩WKZ-9;二类土根1-33桩长7米;d2=800 C=9004-21桩身C20砼;垫层C10砼;弃土5km4-22护壁C15细石砼2-4910010201003010混凝土灌注桩WKZ-10;二类土根1-33桩长7米;d1=200 d2=1000 C=5204-21桩身C20砼;垫层C10砼;弃土5km4-22护壁C15细石砼2-49序号项目编码项目名称工程内容单位定额号A.3 砌筑工程1010302001001空心砖墙、砌块墙MU10烧结普通砖;300厚;M5、7.5水泥砂浆;0.7米高m33-192010302001002空心砖墙、砌块墙MU10烧结普通砖;370厚;M7.5水泥砂浆;0.7米高m33-193010302001003空心砖墙、砌块墙MU10烧结普通砖;120厚;M7.5水泥砂浆;0.7米高m33-194010302001004空心砖墙、砌块墙MU10烧结普通砖;180厚;M7.5水泥砂浆;0.7米高m33-195010304001005空心砖墙、砌块墙MU10烧结普通砖;300厚;M10混合砂浆;2.9米高m33-196010304001006空心砖墙、砌块墙MU10烧结普通砖,370厚;M10混合砂浆,2.9米高m33-197016、0304001007空心砖墙、砌块墙MU10烧结普通砖;180厚;M10混合砂浆;2.9米高m33-198010304001008空心砖墙、砌块墙MU10烧结普通砖;120厚;M10混合砂浆;2.9米高m33-199010304001009空心砖墙、砌块墙MU10烧结普通砖;300厚;M7.5混合砂浆;5.8米高m33-1910010304001010空心砖墙、砌块墙MU10烧结普通砖;370厚;M7.5混合砂浆;5.8米高m33-1911010304001011空心砖墙、砌块墙MU10烧结普通砖;180厚;M7.5混合砂浆;5.8米高m33-1912010304001012空心砖墙、砌块墙M7、U10烧结普通砖;120厚;M7.5混合砂浆;5.8米高m33-1913010304001013空心砖墙、砌块墙MU10烧结普通砖;300厚;M5混合砂浆;2.8米高m33-1914010304001014空心砖墙、砌块墙MU10烧结普通砖;300厚;M5混合砂浆;5.7米高m33-1915010304001015空心砖墙、砌块墙MU10烧结普通砖;370厚;M5混合砂浆;5.7米高m33-1916010304001016空心砖墙、砌块墙MU10烧结普通砖;180厚;M5混合砂浆;5.7米高m33-1917010304001017空心砖墙、砌块墙MU10烧结普通砖;120厚;M5混合砂浆;5.8、7米高m33-1918010304001018空心砖墙、砌块墙MU10红砖;60厚;M510水泥砂浆;11.5米高m33-1919010304001001填充墙陶粒混凝土砌块;300厚;M5混合砂浆;2.45米高m33-3020010304001002填充墙陶粒混凝土砌块;370厚;M5混合砂,2.45米高m33-3021010304001003填充墙陶粒混凝土砌块;120厚;M5混合砂浆;2.45米高m33-3022010304001004填充墙陶粒混凝土砌块;180厚;M5混合砂浆;2.45米高m33-30序号项目编码项目名称工程内容单位定额号A.4 混凝土及钢筋混凝土工程101040209、01001矩形柱KZ-1m34-372010402001002矩形柱KZ-2m34-373010402001003矩形柱KZ-3m34-374010402001004矩形柱KZ-4m34-375010402001005矩形柱KZ-5m34-376010402001006矩形柱KZ-6m34-377010402001007矩形柱KZ-7m34-378010402001008矩形柱KZ-8m34-379010402001009矩形柱AZ-1m34-3710010402001010矩形柱GZ-A(B)m34-3911010402001011矩形柱GZ-1m34-3912010402001012矩形柱10、GZ-2:m34-3913010402001013矩形柱GZ-3:m34-3914010402001014矩形柱GZ-4:m34-3915010403001001基础梁截面面积300*400m34-4116010403001002基础梁截面面积300*500m34-4117010403001003基础梁截面面积370*600m34-4118010403001004基础梁截面面积350600m34-4119010403001005基础梁截面面积350*550m34-4120010403001006基础梁截面面积250*350m34-4121010403001007基础梁截面面积250*450m311、4-4122010403002001矩形梁标高2.41m;尺寸350500m34-4223010403002002矩形梁标高2.41m;尺寸350830m34-4224010403002003矩形梁标高2.41m;尺寸350450m34-4225010403002004矩形梁标高2.41m;尺寸350600m34-4226010403002005矩形梁标高2.41m;尺寸350*550m34-422710403002006矩形梁标高2.41m;尺寸350400m34-4210010201003010混凝土灌注桩根28010403002007矩形梁标高2.41m;尺寸350650m34-422912、010403002008矩形梁标高2.41m;尺寸180*400m34-4230010403002009矩形梁标高2.41m;尺寸240*300m34-4231010403002010矩形梁底标高5.07米;尺寸240*360m34-4232010403002011矩形梁底标高5.07米;尺寸240*300m34-4233010403002012矩形梁底标高5.07米180*260m34-4234010403002013矩形梁底标高8.03米;尺寸240*360m34-4235010403002014矩形梁底标高8.03米;尺寸240*300m34-4236010403002015矩形梁底8.13、03,180*260;180*260m34-4237010403002016矩形梁底标高10.93米;240*360m34-4238010403002017矩形梁底标高10.93米;240*300m34-4239010403002018矩形梁底标高10.93米;180*260m34-4240010403002019矩形梁底标高13.89米;240*360m34-4241010403002020矩形梁底标高13.89米;240*300m34-4242010403002021矩形梁底标高13.89米;180*260m34-4243010403002022矩形梁底标高16.57米;240*360m314、4-4244010403002023矩形梁底标高16.57米;240*300m34-4245010403002024矩形梁底标高16.57米,180*260m34-4246010404001001直形墙钢筋混凝土墙;370厚m34-4847010403004001圈梁底标高5.07米;240*240m34-4448010403004002圈梁底标高8.03米;240*180m34-4449010403004003圈梁底标高10.93米;240*180m34-4450010403004004圈梁底标高13.89米;240*180m34-4451010403004005圈梁底标高16.57米;2415、0*180m34-4452010403004006圈梁底标高16.57米;240*180m34-4453010403004007圈梁底标高16.75米;240*700m34-4454010403004008圈梁底标高16.90米;240*400m34-4455010403004009圈梁底标高16.57米;240*240m34-4456010403004010圈梁底标高16.57米;240*180m34-4457010403005001过梁底标高2.17米;240*240m34-4558010403005002过梁底标高5.07米;240*240m34-4559010403005003过梁底标16、高8.03米;240*240m34-4560010403005004过梁底标高10.93米;240*240m34-4561010403005005过梁底标高13.89米;240*240m34-4562010403005006过梁底标高16.57米;240*240m34-4563010405001001有梁板底标高2.41米;板厚130mmm34-5564010405001002有梁板底标高2.35米;板厚130mmm34-5565010405002001无梁板底标高5.31米;板厚120mmm34-5666010405002002无梁板底标高5.25米,板厚120mmm34-56670104017、5002003无梁板底标高8.21米,板厚120mmm34-5668010405002004无梁板底标高8.15米,板厚120mmm34-5669010405002005无梁板底标高11.11米;板厚120mmm34-5670010405002006无梁板底标高11.05米;板厚120mmm34-5671010405002007无梁板底标高14.10米;板厚120mmm34-5672010405002008无梁板底标高14.04米;板厚120mmm34-5673010405008001雨篷阳台板混凝土等级C30m34-6174010406001001直形楼梯混凝土等级C304-6275010418、07002001散水、坡道地基夯实1-56铺设垫层4-14砼散水4-7176010412008001沟盖板、井盖板、井圈预制地沟盖板;截面1400900;C20砼m34-117砂浆制作、运输、接头灌缝、养护4-2611010416001001一级钢筋6t4-330制作,运输,安装4-3632010416001002一级钢筋8t4-331制作,运输,安装4-3633010416001003一级钢筋10t4-298制作,运输,安装4-3634010416001004一级钢筋16t4-301制作,运输,安装4-3635010416001005一级钢筋10t4-309制作,运输,安装4-363601019、416001006一级钢筋12t4-310制作,运输,安装4-3637010416001007一级钢筋14t4-311制作,运输,安装4-3638010416001008一级钢筋16t4-312制作,运输,安装4-3639010416001009二级钢筋20t4-314制作,运输,安装4-36310010416001010二级钢筋22t4-315制作,运输,安装4-36311010416001011二级钢筋25t4-316制作,运输,安装4-36312010416001012三级钢筋8t4-331制作,运输,安装4-36313010416001013三级钢筋10t4-309制作,运输,安装4-20、36314010416001014三级钢筋12t4-310制作,运输,安装4-36315010416003001一级钢筋预制地沟盖板;8t4-297制作,运输,安装4-36316010416003002一级钢筋预制地沟盖板;12t4-299制作,运输,安装4-363序号项目编码项目名称工程内容单位定额号A.6 金属结构工程1010606009001钢栏杆楼梯阳台栏杆t6-236-456-68序号项目编码项目名称工程内容单位定额号A.7 屋面及防水工程1瓦屋面挂瓦条檩木斜中距1.0m以内5-795-827-112010702001001屋面卷材防水SBS改性沥青4厚;1-211:3水泥砂浆找平层21、7-533010702004001屋面排水管钢管排水管m7-75雨水斗、雨水箅子安装7-76接缝、嵌缝7-1544010703001001卷材防水SBS改性沥青1-217-987-1545010703003001砂浆防水(潮)设于-0.060m处7-1486010703003002砂浆防水(潮)设于厨房楼面水泥砂浆掺有机硅防水剂7-1487010703004001变形缝0.07宽m7-1587-1597-168装饰装修工程分部分项工程量清单序号项目编码项目名称工程内容单位定额号B.1 楼地面工程1020101001001水泥砂浆楼地面一层车库;C10混凝土垫层80厚1-181:2.5水泥砂浆抹22、面压实赶光20厚1-28碎石灌M2.5混合砂浆100厚1-202020101001002水泥砂浆楼地面卧室客厅餐厅阳台1-181;2水泥砂浆抹面压实赶光20厚1-28素水泥浆粘结层一道1-203020101001003水泥砂浆楼地面卫生间楼面1-181:2.5水泥砂浆抹面压实赶光20厚1-28C10混凝土7-47SBS改性沥青防水层四周卷起600高1-20一层入口门厅楼梯间1-18花岗岩铺面20厚,纯水泥浆缝1-20C10混凝土垫层80厚1-224020102001001石材楼地面1:3水泥砂浆找平层25厚1-561:1水泥砂浆结合层5厚1-112素水泥浆粘结层一道1-103素土夯实1-67523、020102001002石材楼地面其他楼梯间1-67花岗岩铺面20厚,纯水泥浆缝1-211:3水泥砂浆找平层5厚1-221:1水泥砂浆结合层5厚1-56素水泥浆粘结层一道1-112素土夯实1-1036020105001001水泥砂浆踢脚线水泥砂浆罩面压实;水泥砂浆打底1-327020105002001石材踢脚线湿水泥灌缝;楼梯间;1-32安装花岗岩板20厚;1-561:2水泥砂浆结合层10厚1-112序号项目编码项目名称工程内容单位定额号B.2 墙、柱面工程1020201001001墙面一般抹灰外墙面;白色高级涂料2-472020201001002墙面一般抹灰外墙面;白色高级涂料2-4730224、0204003003墙面一般抹灰内墙面装饰;卧室客厅餐厅楼梯间2-304020201001004墙面一般抹灰内墙面装饰;厨房卫生间2-305020204003001块料墙面外墙面;深红棕色高级墙面砖2-1976020204003002块料墙面外墙面;蓝灰色沥青瓦2-1597020204003003块料墙面外墙面;灰色蘑菇石2-153序号项目编码项目名称工程内容单位定额号B.3 天棚工程序号项目编码项目名称工程内容单位定额号1020301001001天棚抹灰卧室客厅餐厅楼梯间;喷涂料天棚3-52020301001002天棚抹灰厨房卫生间;水泥砂浆天棚3-3序号项目编码项目名称工程内容单位定额号B25、.4 门窗工程1020401003001实木装饰门M-5樘4-142成品木门4-26780021004-337厨房门4-3422020401003002实木装饰门M-3樘4-142成品木门4-26790021004-337卧室书房门4-3423020401003003实木装饰门M-4樘4-142成品木门4-26770021004-337住宅卫生间门4-3424020402005001塑钢单层玻璃门M-10;18002500;阳台门樘4-3075020402005002塑钢单层玻璃门M-11;15002500;阳台门樘4-3076020402005003塑钢单层玻璃门M-12;8002200;阳26、台门樘4-3077020402005004塑钢单层玻璃门M-5;7002100;露台外门樘4-3078020402006001防盗门三防对讲门;M-1;15002100;单元入口外门樘4-3119020402006002防盗门三防门;M-2;10002200;三防门樘4-3111002403001001金属卷闸门M-7樘4-302成品车库门4-303270024004-3021102403001002金属卷闸门M-8樘4-302成品车库门4-303240024004-3021202403001003金属卷闸门M-9樘4-302成品车库门4-303220024004-3021302040600127、001隔热断桥C-1;18001900樘4-29914020406001002隔热断桥C-2;21001500樘4-29915020406001003隔热断桥C-3;15001600樘4-29916020406001004隔热断桥C-4;18001600樘4-29917020406001005隔热断桥C-5;12001200樘4-29918020406001006隔热断桥C-6;6001300樘4-29919020406001007隔热断桥C-7;21001900樘4-29920020406001008隔热断桥C-9;24001900m4-29921020406001009塑钢单框C-10;128、8001800樘4-29922020406001010塑钢单框C-11;12001500樘4-29923020406001011塑钢单框C-12;15001500樘4-29924020406001012塑钢单框C-12;18001500樘4-29925020406001013塑钢单框C-13;1500800樘4-29926020406001014塑钢单框C-14;600800樘4-29927020406001015塑钢单框C-15;80800樘4-29928020406001016塑钢单框C-16;15001900樘4-299子目名称单位人工费换算后材料费换算后机械费场地平整30cm以内推土机29、75km100030.0000.0450.0000.000304.220挖土方一、二类土深度(m)以内1.5100541.5005.4150.000灌注桩桩体积(10m3)1020.1002.0100.4800.0480.000自卸汽车运土方(载重3.5t)运距5km以内1000180.0000.1800.00017913.020挖桩孔二类土深度8m以内10413.70041.37049.6404.964人工装土100m3100468.9004.6890.000自卸汽车运土方(载重3.5t)运距5km以内1000180.0000.1800.00017913.020挖土方一、二类土深度(m)以内30、1.5100541.5005.4150.000人工运土方运距20m以内100612.0006.1200.000回填土夯填100m3100882.0008.8200.000183.140挖土方一、二类土深度(m)以内1.5100541.5005.4150.000自卸汽车运土方(载重4.5t)运距10km以内1000180.0000.1800.00020692.880回填土松填100m3100257.1002.5710.000子目名称单位原始人工费人工费原始材料费材料费原始机械费挖桩孔二类土深度8m以内10413.700317.30849.64038.074人工挖孔桩护井壁混凝土10560.70031、107.0941167.630223.017193.460人工挖孔桩桩芯砼10318.900183.6861091.910628.940304.880泥浆运输运距在5km以内10223.200171.1940.0000.000659.130挖桩孔二类土深度8m以内10413.700275.93849.64033.110人工挖孔桩护井壁混凝土10560.700108.2151167.630225.353193.460人工挖孔桩桩芯砼10318.900151.1591091.910517.565304.880泥浆运输运距在5km以内10223.200148.8740.0000.000659.13032、挖桩孔二类土深度8m以内10413.700279.66149.64033.5570.000人工挖孔桩护井壁混凝土10560.70094.1981167.630196.162193.460人工挖孔桩桩芯砼10318.900161.6821091.910553.598304.880泥浆运输运距在5km以内10223.200150.8830.0000.000659.130挖桩孔二类土深度8m以内10413.700285.03949.64034.202人工挖孔桩护井壁混凝土10560.70095.8801167.630199.665193.460人工挖孔桩桩芯砼10318.900164.871109133、.910564.517304.880泥浆运输运距在5km以内10223.200153.7850.0000.000659.130挖桩孔二类土深度8m以内10413.700337.99349.64040.5560.000人工挖孔桩护井壁混凝土10560.700108.2151167.630225.353193.460人工挖孔桩桩芯砼10318.900198.9941091.910681.352304.880泥浆运输运距在5km以内10223.200182.3540.0000.000659.130挖桩孔二类土深度8m以内10413.700345.85349.64041.4990.000人工挖孔桩护井34、壁混凝土10560.700109.8971167.630228.855193.460人工挖孔桩桩芯砼10318.900204.0961091.910698.822304.880泥浆运输运距在5km以内10223.200186.5950.0000.000659.130挖桩孔二类土深度8m以内10413.700445.96949.64053.5120.000人工挖孔桩护井壁混凝土10560.700149.1461167.630310.590193.460人工挖孔桩桩芯砼10318.900259.2661091.910887.723304.880泥浆运输运距在5km以内10223.200240.6135、00.0000.000659.130挖桩孔二类土深度8m以内10413.700332.20149.640220.6820.000人工挖孔桩护井壁混凝土10560.700105.9721167.63039.861193.460人工挖孔桩桩芯砼10318.900195.4861091.910669.341304.880泥浆运输运距在5km以内10223.2000.0000.0000.000659.130挖桩孔二类土深度8m以内10413.700545.67049.64065.4750.000人工挖孔桩护井壁混凝土10560.700224.2801167.630467.052193.460人工挖孔桩36、桩芯砼10318.900293.0691091.9101003.465304.880泥浆运输运距在5km以内10223.200294.4010.0000.000659.130挖桩孔二类土深度8m以内10413.700497.26749.64059.6670.000人工挖孔桩护井壁混凝土10560.700189.5171167.630394.659193.460人工挖孔桩桩芯砼10318.900275.5301091.910943.410304.880泥浆运输运距在5km以内10223.200268.2860.0000.000659.130子目名称单位原始人工费人工费原始材料费材料费原始机械费多37、孔砖墙1砖10373.80037.3801243.640124.36419.410多孔砖墙1砖10373.80037.3801243.640124.36419.410多孔砖墙1砖10373.80037.3801243.640124.36419.410多孔砖墙1砖10373.80037.3801243.640124.36419.410多孔砖墙1砖10373.80037.3801243.640124.36419.410多孔砖墙1砖10373.80037.3801243.640124.36419.410多孔砖墙1砖10373.80037.3801243.640124.36419.410多孔砖墙1砖138、0373.80037.3801243.640124.36419.410多孔砖墙1砖10373.80037.3801243.640124.36419.410多孔砖墙1砖10373.80037.3801243.640124.36419.410多孔砖墙1砖10373.80037.3801243.640124.36419.410多孔砖墙1砖10373.80037.3801243.640124.36419.410多孔砖墙1砖10373.80037.3801243.640124.36419.410多孔砖墙1砖10373.80037.3801243.640124.36419.410多孔砖墙1砖10373.839、0037.3801243.640124.36419.410多孔砖墙1砖10373.80037.3801243.640124.36419.410多孔砖墙1砖10373.80037.3801243.640124.36419.410多孔砖墙1砖10373.80037.3801243.640124.36419.410一砖半填充墙轻混凝土10355.50035.550866.33086.63316.980一砖半填充墙轻混凝土10355.50035.550866.33086.63316.980一砖半填充墙轻混凝土10355.50035.550866.33086.63316.980一砖半填充墙轻混凝土10340、55.50035.550866.33086.63316.980子目名称单位原始人工费人工费原始材料费材料费原始机械费现浇砼矩形柱10190.57019.0572999.360299.936121.760现浇砼矩形柱10190.57019.0572999.360299.936121.760现浇砼矩形柱10190.57019.0572999.360299.936121.760现浇砼矩形柱10190.57019.0572999.360299.936121.760现浇砼矩形柱10190.57019.0572999.360299.936121.760现浇砼矩形柱10190.57019.0572999.341、60299.936121.760现浇砼矩形柱10190.57019.0572999.360299.936121.760现浇砼矩形柱10190.57019.0572999.360299.936121.760现浇砼矩形柱10190.57019.0572999.360299.936121.760现浇砼构造柱10225.62022.5622999.070299.907121.760现浇砼构造柱10225.62022.5622999.070299.907121.760现浇砼构造柱10225.62022.5622999.070299.907121.760现浇砼构造柱10225.62022.5622999.42、070299.907121.760现浇砼构造柱10225.62022.5622999.070299.907121.760现浇砼基础梁10123.67012.3673028.160302.816121.760现浇砼基础梁10123.67012.3673028.160302.816121.760现浇砼基础梁10123.67012.3673028.160302.816121.760现浇砼基础梁10123.67012.3673028.160302.816121.760现浇砼基础梁10123.67012.3673028.160302.816121.760现浇砼基础梁10123.67012.367302843、.160302.816121.760现浇砼基础梁10123.67012.3673028.160302.816121.760现浇砼单梁连续梁10143.80014.3803028.050302.805121.760现浇砼单梁连续梁10143.80014.3803028.050302.805121.760现浇砼单梁连续梁10143.80014.3803028.050302.805121.760现浇砼单梁连续梁10143.80014.3803028.050302.805121.760现浇砼单梁连续梁10143.80014.3803028.050302.805121.760现浇砼单梁连续梁10143.44、80014.3803028.050302.805121.760现浇砼单梁连续梁10143.80014.3803028.050302.805121.760现浇砼单梁连续梁10143.80014.3803028.050302.805121.760现浇砼单梁连续梁10143.80014.3803028.050302.805121.760现浇砼单梁连续梁10143.80014.3803028.050302.805121.760现浇砼单梁连续梁10143.80014.3803028.050302.805121.760现浇砼单梁连续梁10143.80014.3803028.050302.805121.7645、0现浇砼单梁连续梁10143.80014.3803028.050302.805121.760现浇砼单梁连续梁10143.80014.3803028.050302.805121.760现浇砼单梁连续梁10143.80014.3803028.050302.805121.760现浇砼单梁连续梁10143.80014.3803028.050302.805121.760现浇砼单梁连续梁10143.80014.3803028.050302.805121.760现浇砼单梁连续梁10143.80014.3803028.050302.805121.760现浇砼单梁连续梁10143.80014.3803028.046、50302.805121.760现浇砼单梁连续梁10143.80014.3803028.050302.805121.760现浇砼单梁连续梁10143.80014.3803028.050302.805121.760现浇砼单梁连续梁10143.80014.3803028.050302.805121.760现浇砼单梁连续梁10143.80014.3803028.050302.805121.760现浇砼单梁连续梁10143.80014.3803028.050302.805121.760现浇砼混凝土墙10181.25018.1252998.470299.847121.760现浇砼圈梁10168.950147、6.8953031.630303.163121.760现浇砼圈梁10168.95016.8953031.630303.163121.760现浇砼圈梁10168.95016.8953031.630303.163121.760现浇砼圈梁10168.95016.8953031.630303.163121.760现浇砼圈梁10168.95016.8953031.630303.163121.760现浇砼圈梁10168.95016.8953031.630303.163121.760现浇砼圈梁10168.95016.8953031.630303.163121.760现浇砼圈梁10168.95016.895348、031.630303.163121.760现浇砼圈梁10168.95016.8953031.630303.163121.760现浇砼圈梁10168.95016.8953031.630303.163121.760现浇砼过梁10182.69018.2693037.280303.728121.760现浇砼过梁10182.69018.2693037.280303.728121.760现浇砼过梁10182.69018.2693037.280303.728121.760现浇砼过梁10182.69018.2693037.280303.728121.760现浇砼过梁10182.69018.2693037.2849、0303.728121.760现浇砼过梁10182.69018.2693037.280303.728121.760现浇砼有梁板10125.27012.5273040.700304.070123.170现浇砼有梁板10125.27012.5273040.700304.070123.170现浇砼无梁板10125.27012.5273040.700304.070123.170现浇砼无梁板10125.27012.5273040.700304.070123.170现浇砼无梁板10125.27012.5273040.700304.070123.170现浇砼无梁板10125.27012.5273040.7050、0304.070123.170现浇砼无梁板10125.27012.5273040.700304.070123.170现浇砼无梁板10125.27012.5273040.700304.070123.170现浇砼无梁板10125.27012.5273040.700304.070123.170现浇砼无梁板10125.27012.5273040.700304.070123.170阳台、雨蓬板10164.09016.4093051.180305.118193.460整体楼梯直形(投影面积)1076.1507.615775.66077.56650.300原土打夯10042.6000.4260.0000.051、0012.850原土夯砾石100198.6001.98655.8800.5590.000混凝土散水面层一次抹光厚70mm100493.5004.935940.1309.401125.600预制砼地沟盖板10614.40061.4401450.450145.045133.220小型构件10193.80019.380242.12024.21218.880箍筋6.511017.8501017.8503699.3503699.35037.460载重汽车运输人装人卸(运距)10000m以内1115.500115.5000.000285.800箍筋81658.020658.0203665.0003665.52、00060.160载重汽车运输人装人卸(运距)10000m以内1115.500115.5000.000285.800圆钢筋101384.170384.1703649.2003649.20035.190载重汽车运输人装人卸(运距)10000m以内1115.500115.5000.000285.800圆钢筋161257.970257.9703670.3903670.39069.980载重汽车运输人装人卸(运距)10000m以内1115.500115.5000.000285.800螺纹钢筋101417.990417.9903751.2003751.20038.020载重汽车运输人装人卸(运距)10053、00m以内1115.500115.5000.000285.800螺纹钢筋121379.590379.5903721.2903721.29090.920载重汽车运输人装人卸(运距)10000m以内1115.500115.5000.000285.800螺纹钢筋141318.270318.2703715.1403715.14082.440载重汽车运输人装人卸(运距)10000m以内1115.500115.5000.000285.800螺纹钢筋161287.610287.6103649.9903649.99080.800载重汽车运输人装人卸(运距)10000m以内1115.500115.5000.0054、0285.800螺纹钢筋201228.730228.7303659.1603659.16072.710载重汽车运输人装人卸(运距)10000m以内1115.500115.5000.000285.800螺纹钢筋221204.430204.4303657.1603657.16064.270载重汽车运输人装人卸(运距)10000m以内1115.500115.5000.000285.800螺纹钢筋251182.900182.9003666.1603666.16052.360载重汽车运输人装人卸(运距)10000m以内1115.500115.5000.000285.800箍筋81658.020658.055、203665.0003665.00060.160载重汽车运输人装人卸(运距)10000m以内1115.500115.5000.000285.800螺纹钢筋1011067.8701067.8704001.5004001.50038.020载重汽车运输人装人卸(运距)10000m以内1115.500115.5000.000285.800螺纹钢筋121345.770345.7703706.0903706.09090.920载重汽车运输人装人卸(运距)10000m以内1115.500115.5000.000285.800圆钢筋81502.950502.9503665.0003665.00038.68056、载重汽车运输人装人卸(运距)10000m以内1115.500115.500115.500115.500285.800圆钢筋121304.870304.8703665.2903665.29079.280载重汽车运输人装人卸(运距)10000m以内1115.500115.5000.000285.800子目名称单位原始人工费人工费原始材料费材料费原始机械费型钢檩条1357.600357.6003462.8103462.810627.3102类金属结构构件运距1km以内1027.6002.76067.2606.726202.300踏步式扶梯1584.700584.70064.00064.00015.657、50子目名称单位原始人工费人工费原始材料费材料费原始机械费#DIV/0!#DIV/0!檩木上钉椽子.挂瓦条檩木斜中距 1.0m以内100122.7001.2271609.60016.0960.000檩木上钉屋面板100130.8001.3082236.21022.3620.000琉璃瓦屋面铺在混凝土屋面10m2斜面积10266.70026.670394.31039.4314.490水泥砂浆13.2003.2003.3703.3700.250改性沥青卷材满铺(防水)平面100580.2005.8023501.97035.0200.000铸铁落水管直径150mm1093.6009.360635.758、2063.5720.000铸铁雨水口直径100mm10个10个96.90038.760315.000126.0000.000玛蹄脂100199.8001.998864.3208.6430.000水泥砂浆13.2003.2003.3703.3700.250沥青玻璃布卷材二布三油立面100431.4004.3141948.37019.4840.000玛蹄脂100m199.8002.374864.32010.2680.000防水砂浆立面100418.8004.188740.8507.40920.620防水砂浆立面100418.8004.188740.8507.40920.620沥青砂浆100197.59、4001.974369.4603.6950.000氯丁橡胶片止水带100107.4001.0743464.06034.6410.000铁皮盖板平面100402.9004.0293864.03038.640子目名称单位原始人工费人工费原始材料费材料费原始机械费砼垫层m349.0003.920102.1008.16018.210水泥砂浆20mm楼地面14.1104.1104.1804.1800.210水泥砂浆砼或硬基层上20mm13.1203.1203.1203.1200.210砼垫层m349.0003.920102.1008.16018.210水泥砂浆20mm楼地面14.1104.1104.1860、04.1800.210水泥砂浆砼或硬基层上20mm13.1203.1203.1203.1200.210砼垫层m349.0003.920102.1008.16018.210水泥砂浆20mm楼地面14.1104.1104.1804.1800.210改性沥青卷材防水满铺100210.6002.1063588.95035.8900.000水泥砂浆砼或硬基层上20mm13.1203.1203.1203.1200.210砼垫层m349.0003.920102.1008.16018.210水泥砂浆在砼或硬基层上20mm13.1203.1203.1203.1200.210水泥砂浆每增减5mm10.5600.561、600.6800.6800.050酸洗打蜡楼地面11.8401.8400.4400.4400.000石材表面刷保护液光面石材12.0002.0000.2500.250石材底面刷保护液光面石材12.0002.0001.0601.060花岗岩楼地面周长3200mm以外单色110.48010.480117.240117.2400.320花岗岩楼地面周长3200mm以外单色110.48010.480117.240117.2400.320水泥砂浆在填充材料上20mm13.2003.2003.3703.3700.250水泥砂浆每增减5mm10.5600.5600.6800.6800.050酸洗打蜡楼地面162、1.8401.8400.4400.4400.000石材表面刷保护液光面石材12.0002.0000.2500.250石材底面刷保护液光面石材12.0002.0001.0601.060水泥砂浆踢脚板底12mm面8mm100m12.0002.0000.4400.4400.030水泥砂浆踢脚板底12mm面8mm100m12.0002.0000.4400.4400.030酸洗打蜡楼地面11.8401.8400.4400.4400.000石材表面刷保护液光面石材12.0002.0000.2500.250子目名称单位原始人工费人工费原始材料费材料费原始机械费石膏砂浆砖墙柱面16.4606.4604.07063、4.0700.120石膏砂浆砖墙柱面16.4606.4604.0704.0700.120水泥砂浆64mm零星项目126.25026.2503.6003.6000.220水泥砂浆64mm零星项目126.25026.2503.6003.6000.2209595面砖灰缝5mm124.66024.66040.16040.1600.230陶瓷锦砖127.03027.03033.92033.9200.160凹凸假麻石块119.36019.36081.51081.5100.210子目名称单位原始人工费人工费原始材料费材料费原始机械费子目名称单位原始人工费人工费原始材料费材料费原始机械费混凝土面天棚一次抹灰混64、合砂浆14.6504.6501.4501.4500.120混凝土面天棚一次水泥砂浆现浇16.3206.3203.3203.3200.180子目名称单位原始人工费人工费原始材料费材料费原始机械费装饰门安装(扇)112.00012.000740.400740.4000.000木门窗运距5km以内100m249.6000.8330.0000.000184.580木门锁安装执手锁把17.3607.36045.45045.4500.000吸门器12.2002.20020.20020.2000.000装饰门安装(扇)112.00012.000740.400740.4000.000木门窗运距5km以内10065、m249.6000.9370.0000.000184.580木门锁安装执手锁把17.3607.36045.45045.4500.000吸门器12.2002.20020.20020.2000.000装饰门安装(扇)112.00012.000740.400740.4000.000木门窗运距5km以内100m249.6000.7290.0000.000184.580木门锁安装执手锁把17.3607.36045.45045.4500.000吸门器12.2002.20020.20020.2000.000塑钢门(带量)m225.600115.200246.1101107.4950.740塑钢门(带量)m266、25.60096.000246.110922.9130.740塑钢门(带量)m225.60045.056246.110433.1540.740塑钢门(带量)m225.60037.632246.110361.7820.740防盗门m215.20047.880400.0001260.0000.390防盗门m215.20033.440400.000880.0000.390卷闸门安装铝合金m232.000207.360150.250973.6203.430卷闸门安装电动装置140.00040.0002757.0002757.0000.000卷闸门安装铝合金140.00040.000100.00010067、.0000.000卷闸门安装铝合金m232.000184.320150.250865.4403.430卷闸门安装电动装置140.00040.0002757.0002757.0000.000卷闸门安装铝合金140.00040.000100.000100.0000.000卷闸门安装铝合金m232.000168.960150.250793.3203.430卷闸门安装电动装置140.00040.0002757.0002757.0000.000卷闸门安装铝合金140.00040.000100.000100.0000.000平开窗m219.20065.664201.680689.74562.510平开窗m68、219.20036.864201.680387.22562.510平开窗m219.20046.08201.680484.0322.510平开窗m219.20055.296201.680580.83842.510平开窗m219.20027.648201.680290.41922.510平开窗m219.20014.976201.680157.31042.510平开窗m219.20076.608201.680804.70322.510平开窗m219.20087.552201.680919.66082.510平开窗m219.20062.208201.680653.44322.510平开窗m219.2069、034.56201.680363.0242.510平开窗m219.20043.2201.680453.782.510平开窗m219.20051.84201.680544.5362.510平开窗m219.20023.04201.680242.0162.510平开窗m219.2009.216201.68096.80642.510平开窗m219.20012.288201.680129.07522.510平开窗m219.20054.72201.680574.7882.510换算后管理费利润小计综合单价工程数量总价(元)0.4560.0300.0190.5500.55810.23445.880.000070、.3220.2075.94428.06492.6113824.530.0000.1220.0792.25917.9131.0770.69119.861193.340.0002.7571.77050.86175.87714.9954245.331212.90750.0000.2790.1795.14717.9131.0770.69119.8610.0000.3220.2075.94424.351086.6326463.700.0000.3640.2346.7181.8310.6340.40711.6920.0000.3220.2075.94431.6817.24546.0920.6931.24271、0.79722.9120.0000.1530.0982.82295525.530.0000.0000.000机械费管理费利润小计综合单价工程数量总价(元)0.00021.14513.576390.1032620.6817.0044551.5636.95121.84014.022402.924175.61158.80037.7511084.788505.55340.26625.852742.8650.00018.38811.806339.2422285.098.0018280.7037.33822.06914.169407.143144.51348.38831.066892.690439.64072、35.01722.481646.0120.00018.63611.965343.8192307.7931.0071541.5532.50119.21012.333354.404154.57451.75633.228954.840445.57235.48922.785654.7290.00018.99512.195350.4312352.1617.0039986.6633.08219.55312.554360.733157.62352.77733.884973.673454.14136.17223.223667.3200.00022.52414.461415.5332789.166.00167373、4.9337.33822.06914.169407.143190.24563.70040.8971175.187538.50942.89127.537791.2920.00023.04714.797425.1972853.682.005707.3737.91822.41214.389413.472195.12365.33341.9451205.320551.03343.88928.177809.6940.00029.71919.080548.2803684.633.0011053.9051.46030.41619.528561.140247.86782.99453.2831531.13371074、.54256.59436.3341044.0790.00032.89721.120606.9002542.586.0015255.4836.56410.8536.968200.217186.89162.57740.1761154.471529.28131.49220.219580.9920.00036.36323.346670.8544522.932.009045.8777.38445.73929.365843.820280.18593.81560.2311730.765869.39269.24644.4571277.4960.00033.13821.275611.3474115.734.0075、16462.9465.38938.64924.813713.028263.41688.20056.6261627.182792.27463.10340.5131164.177机械费管理费利润小计综合单价工程数量总价(元)0.0000.0000.000248620.941.9419.7396.253179.677179.6840.227227.221.9419.7396.253179.677179.686.411151.771.9419.7396.253179.677179.681.83328.271.9419.7396.253179.677179.6818.863388.761.9419.7376、96.253179.677179.68207.4637274.901.9419.7396.253179.677179.6853.189555.851.9419.7396.253179.677179.6879.0614204.651.9419.7396.253179.677179.6815.432772.201.9419.7396.253179.677179.68292.5952571.701.9419.7396.253179.677179.68108.4119478.071.9419.7396.253179.677179.68161.5029017.841.9419.7396.253179.677、77179.6833.395999.781.9419.7396.253179.677179.6832.325806.441.9419.7396.253179.677179.68242.2443525.681.9419.7396.253179.677179.68124.1422304.391.9419.7396.253179.677179.68155.2127887.101.9419.7396.253179.677179.6832.675870.231.9419.7396.253179.677179.6811.812121.991.6987.3714.732135.984135.9876.70178、0430.491.6987.3714.732135.984135.9822.073001.121.6987.3714.732135.984135.986.29855.341.6987.3714.732135.984135.9864.938829.90机械费管理费利润小计综合单价工程数量总价(元)0.0000.0000.000总价278390.8012.17619.70512.651363.524363.5227.439970.9712.17619.70512.651363.524363.526.102215.7712.17619.70512.651363.524363.525.061839.079、912.17619.70512.651363.524363.529.753545.2312.17619.70512.651363.524363.523.661329.4612.17619.70512.651363.524363.520.93337.2912.17619.70512.651363.524363.522.03738.5912.17619.70512.651363.524363.520.79288.8712.17619.70512.651363.524363.524.331575.6612.17619.91112.783367.340367.346.642437.4912.1761980、.91112.783367.340367.3468.8225280.5012.17619.91112.783367.340367.342.62963.9012.17619.91112.783367.340367.344.511656.7312.17619.91112.783367.340367.345.011840.8112.17619.47812.505359.342359.3445.2216249.4412.17619.47812.505359.342359.340.68242.5612.17619.47812.505359.342359.3414.325145.4212.17619.4781、812.505359.342359.342.08747.0712.17619.47812.505359.342359.3419.056845.4612.17619.47812.505359.342359.3428.8010349.0512.17619.47812.505359.342359.340.57206.1512.17619.59712.582361.540361.5422.087981.4812.17619.59712.582361.540361.543.501266.6312.17619.59712.582361.540361.548.363023.4612.17619.59712.82、582361.540361.5437.1313422.6312.17619.59712.582361.540361.547.062552.0012.17619.59712.582361.540361.542.07746.584115.734.0016462.9412.17619.59712.582361.540361.543.041098.6712.17619.59712.582361.540361.540.2174.1712.17619.59712.582361.540361.540.54195.2312.17619.59712.582361.540361.541.41509.1612.1783、619.59712.582361.540361.541.49539.3612.17619.59712.582361.540361.540.2072.2412.17619.59712.582361.540361.541.41509.1612.17619.59712.582361.540361.541.49539.3612.17619.59712.582361.540361.540.2072.2412.17619.59712.582361.540361.541.41509.1612.17619.59712.582361.540361.541.35487.3012.17619.59712.5823684、1.540361.540.2072.2412.17619.59712.582361.540361.541.41509.1612.17619.59712.582361.540361.541.49539.3612.17619.59712.582361.540361.540.2072.2412.17619.59712.582361.540361.543.371218.2412.17619.59712.582361.540361.541.49539.3612.17619.59712.582361.540361.540.2072.2412.17619.64412.612362.403362.4029.285、310593.4112.17619.76812.691364.693364.6925.439275.5612.17619.76812.691364.693364.6919.086956.6712.17619.76812.691364.693364.6919.086956.6712.17619.76812.691364.693364.6918.356693.5612.17619.76812.691364.693364.696.002187.8412.17619.76812.691364.693364.691.32482.4012.17619.76812.691364.693364.692.61986、52.1112.17619.76812.691364.693364.696.642423.1512.17619.76812.691364.693364.6913.244827.2612.17619.76812.691364.693364.690.64231.5912.17619.88312.765366.822366.825.161891.0412.17619.88312.765366.822366.828.122979.1812.17619.88312.765366.822366.828.122979.1812.17619.88312.765366.822366.828.122979.18187、2.17619.88312.765366.822366.828.122979.1812.17619.88312.765366.822366.825.391975.5512.31719.57012.565361.049361.0582.2329687.9712.31719.57012.565361.049361.055.351930.9612.31719.57012.565361.049361.0582.2329687.9712.31719.57012.565361.049361.055.351930.9612.31719.57012.565361.049361.0582.2329687.97188、2.31719.57012.565361.049361.055.351930.9612.31719.57012.565361.049361.0582.2329687.9712.31719.57012.565361.049361.055.351930.9612.31719.57012.565361.049361.0582.2329687.9712.31719.57012.565361.049361.055.351930.9619.34620.28213.021374.176374.1848.7618245.585.0305.3683.44699.02599.02430.9542674.660.189、290.0330.0210.60920.52107.552206.690.0000.1510.0972.7931.2560.9280.59617.11613.32213.0798.397241.282291.21112.0032615.021.8882.7061.73749.92337.460282.902181.6285219.1905659.704.9828202.27285.80023.87715.330440.50760.160260.799167.4374811.4175251.9222.61118730.24285.80023.87715.330440.50735.190242.090、79155.4194466.0584906.576.4831793.30285.80023.87715.330440.5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工程内容定额编号一混凝土、钢筋混凝土模板及支架1现浇砼模板(1)基础人工挖孔桩井壁10-34(2)柱矩形柱10-60(3)梁基础105、梁10-71单梁、连续梁10-75过梁10-78圈梁10-83(4)墙直形墙10-90(5)板无梁板10-106有梁板10-102(8)其它楼梯10-119悬挑板(阳台雨篷)10-121栏板10-1242现预制砼模板(4)板地沟盖板10-148二垂直运输1建筑物20m以内垂直运输混合结构10-225五脚手架(一)综合脚手架综合脚手架10-316207.21子目名称单位原始人工费换算后原始材料费换算后人工挖孔桩井壁木模板木支撑1001802.40018.0241170.88011.709矩形柱复合木模板钢支撑1001044.00010.440806.8408.068基础梁复合木模板钢支撑1008106、89.5008.895820.9508.210单梁、连续梁复合木模板钢支撑1001293.90012.939808.2308.082过梁复合木模板木支撑1001533.60015.3361594.60015.946圈梁直形 复合木模板木支撑100933.6009.336622.7906.228直形墙复合木模板木支撑100738.3007.3831410.29014.103无梁板复合木模板钢支撑1001024.50010.245863.2008.632有梁板复合木模板钢支撑1001101.90011.019870.5408.705楼梯直形木模板木支撑10318.90031.890401.7004107、0.170悬挑板(阳台雨蓬)直形木模板木支撑10223.20022.320389.18038.918栏板木模板木支撑100910.2009.1023271.61032.716地沟盖板木模板10m3227.10022.710209.46020.946建筑物20m内垂直运输混合结构1000.0000.0000.0000.000钢管脚手架(高度m以内)20100332.70016066.0831081.24052213.080地沟体积156.25散水面积917.775分布分项工程费机械费原始换算后管理费利润小计综合单价工程数量77.2100.7721.81511.95844.27844.28207.108、21146.3501.4641.1887.82928.98928.991243.18107.0401.0701.0817.12526.38126.38402.01167.6401.6761.3518.89732.94632.95684.53133.6601.3371.94112.78647.34647.35425.5072.2800.7230.9696.38423.64023.64652.72132.2701.3231.3578.94133.10733.1173.50149.2101.4921.2127.98529.56629.573728.29208.1302.0811.2978.54831109、.65131.65610.3425.9702.5974.44229.266108.365108.3673.5025.6202.5623.79625.01092.60692.61361.3680.1600.8022.53616.70761.86261.86800.490.0000.0000.0000.002.2200.2222.61117.20063.68963.69156.25566.98027379.4641629.07810732.75039741.29239741.291.000.0000.0000.0000.0098.2404744.0104344.87928625.084105993110、.134105993.131.00安全文明施工4829临时措施费措施费合计规费税金3301468.95总价(元)9174.8236038.9010605.3722552.3320145.4915430.472433.34110229.7119317.927964.9133463.8149520.069951.3939741.29105993.139904.40685551989.3949522.03425551989.39165073.45113900.68单单位位工工程程费费汇汇总总表表金额(元)分部分项工程费合计3301468.95措施项目费合计551989.39规费210043.63税金113900.68合 计4177402.650土建工程2144263.960装饰工程1157204.99建筑总面积4829每平米865.0657797 元
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