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序号取费基数金额(元)1FBFXHJ1738421.552CSXMHJ783423.542.1AQWMSGF38245.273QTXMHJ3.1暂列金额3.2专业工程暂估价3.3计日工3.4总承包服务费4F10+F11+F12+F1391038.614.1F1+F2+F44.2F1+F2+F42774.034.3F1+F2+F475655.354.4F1+F2+F412609.235F1+F2+F4+F990849.972,703,733.67单位工程费汇总表分部分项工程措施项目工程名称:综合楼(土建)第1页共1页项目名称费率(%)暂列金额专业工程暂估价安全文明施工费其他项目规费工程排污费0计日工总承包服务费住房公积金0.5税金3.477建筑安全监督管理费0.11社会保障费3合计广联达软件股份有限公司序号定额号单位综合单价综合合价11-9810m239.053928.6621-1m38.221285.2231-92m313.0217642.8741-2021000m34648.236298.6352-101m3131.623656.3262-121m354.52011.3275-176m343.149809.685-184m345.922283.1295-187m390.591235.41103-1-1m3142.86068.69113-4210m2136.41689.8121-104m320.8219964.92131-1m38.221080.96141-104m320.822737.89154-1t1093.0782645.93164-2t705.363482.64174-25t1601.573843.77184-15t1590.421590.42195-181m398.621759.61205-181m398.622929.01215-181m398.622818.95225-181m398.623277.39235-199m370.9915667.41245-199m370.993561.23255-199m370.9916762.19265-199m370.993916.85275-199m370.99890.31285-199m370.994159.52295-199m370.994322.94305-199m370.99890.31315-199m370.994128.5325-298m3162.133686.92335-209m3125.952600.02345-188m3108.071093.67355-209m3125.9510273.65365-20310m2水平投影面积218.326189.01工程名称:综合楼(土建)第1页共3页子目名称工程量实体项目计价表单(双)轮车运土运距<50m1355.0593反铲挖掘机(1m3以内)挖土装车1.35506平整场地100.60596人工挖一类干土深1.5m156.353桩承台,独立柱基(C20商品砼泵送)换为【商品混凝土C30(泵送)】227.39基础梁地坑支撑梁(C30商品砼泵送)49.7196人工凿预留灌注砼桩桩头27.7794独立基础基础无筋砼垫层(C10泵送商品砼)36.905防水砂浆墙基防潮层5.0568基(槽)坑夯填回填土958.93圈梁(C20商品砼泵送)13.6374直形砖基础(M10水泥砂浆)42.4978现浇砼构件钢筋Φ<1275.609现浇砼构件钢筋Φ<2590.008人工挖一类干土深1.5m131.5031房心夯填回填土131.5031矩形柱(C30商品砼泵送)550*550一17.8423矩形柱(C30商品砼泵送)500*500二~三29.7砌体,板缝内加固钢筋不绑扎2.4先张法砼构件预应力钢筋Φ<51有梁板(C30商品砼泵送)二~五110220.6988有梁板(C30商品砼泵送)二~五9050.1652矩形柱(C30商品砼泵送)400*400三~六28.584矩形柱(C30商品砼泵送)500*350*400一~六33.2325有梁板(C30商品砼泵送)六9012.5413有梁板(C30商品砼泵送)六58.5931有梁板(C30商品砼泵送)二~五236.1204有梁板(C30商品砼泵送)六11055.1747有梁板(C30商品砼泵送)屋面58.1561构造柱(C20商品砼非泵送)门面22.7405有梁板(C30商品砼泵送)屋面11060.8951有梁板(C30商品砼泵送)屋面9012.5413天,檐沟竖向挑板(C20商品砼泵送)屋面换为【商品混凝土C30(泵送)】81.5693直形楼梯(C20商品砼泵送)换为【商品混凝土C30(泵送)】28.34832天,檐沟竖向挑板(C20商品砼泵送)2-5换为【商品混凝土C30(泵送)】20.6433过梁(C20商品砼泵送)10.12广联达软件股份有限公司序号定额号单位综合单价综合合价375-181m398.62156.79385-20510m2水平投影面积107.02813.4439C01@1m24002073640C01@2m2400601204102@1m2360152398.842C03@1m275023625435-298m3162.138128.16443-29m3158.2856106.62453-22m3129.4571255.91463-21m3135.3510.57473-4210m2136.41496.97483-47-1m3202.972742.9449通16-补2010m252.3534824.375016-30810m2126.6548401.045108@1m2241824.195205m26018575.095312-2710m47.955595.3854淮补16-3210m241.912445.2855通16-补1410m2237.410580.445613-1210m218462225.785716-30810m2118.7542791.875813-11710m2872.3693179.3259通16-补2010m252.355423.5160省补13-2210m245.0218322.7661省补13-2210m245.026200002@2m21326300002@1m24864通16-补1410m2268.96513-12310m2871.01354413.976612-1510m262.294316.32679-3210m2354.8532032.22矩形柱(C30商品砼泵送)楼梯柱1.5898板式雨篷(C20商品砼泵送)换为【商品混凝土C30(泵送)】7.6008实体项目计价表工程名称:综合楼(土建)第2页共3页子目名称工程量铝合金窗(断桥按1.4双玻普通)423.33钢防火门(含五金)31.5铝合金门(普通1.4)51.84铝合金门(断桥按普通1.4)150.3KP1粘土多孔1砖240×115×90(M5混合砂浆)内墙550.4512KP1粘土多孔1/2砖240×115×90(M5混合砂浆)3.7736构造柱(C20商品砼非泵送)50.1336标准1砖外墙(M5混合砂浆)354.477普通混凝土面基层处理(不抹灰直接批腻子)665.22202内墙面乳胶漆在抹灰面上批,刷2遍801胶白水泥腻子柱、梁、天棚面上批腻子,刷乳胶漆各两遍,人工乘系数1.10382.16376防水砂浆墙基防潮层3.6432标准砖小型砌体(M5水泥砂浆)13.514水泥砂浆踢脚线116.692表面刷界面剂、交界处钉钢丝网混凝土面刷界面剂58.346外墙涂料(一楼雨棚下)76.008pvc吊顶309.5848内墙面乳胶漆在抹灰面上批,刷2遍801胶白水泥腻子360.3526内墙面,墙裙贴瓷砖200×300砂浆粘贴106.81292柱梁板、墙交界处钉钢丝网44.568砖内墙面,墙裙抹水泥砂浆338.1836防水砂浆所有外墙2524平方米40mm泡沫玻璃保温板2524平方米普通混凝土面基层处理(不抹灰直接批腻子)栏板103.601界面砂浆所有外墙406.9916墙面,墙裙贴釉面砖(砂浆粘贴)面砖密缝贴面砂浆用素水泥浆,基价中扣除混合砂浆,增加括号内的价格406.9水泥砂浆找平层(厚20mm)砼或硬基层上实际厚度(mm):1069.2939640mm岩棉保温板139.35平方米保温处处钉热镀锌钢丝网2524平方米+139.35平方米单层SBS改性沥青防水卷材(热熔满铺法)90.26976广联达软件股份有限公司序号定额号单位综合单价综合合价68省补9-510m2682.0447261.2569通9-补2m3199.9919323.757012-1610m2144.059981.79719-7210m2219.1415185.08721-9910m28.34548.1732-108m3175.6117311.63742-122m357.613786.137512-2210m2174.5150193.727612-2610m271.320507.817712-9010m2816.5925232.6378C06m2450567079扬12-1110m212.75520.51809-8610m2433.6418256.248113-2310m2297.7111691.318212-2410m2622.4317645.8983C09m1451276084C10m3002280855-5110m2222.422535.858612-2510m2331.674411.688712-17310m2651.57334.268812-17210m2338.951757.521738421.55实体项目计价表岩棉板,厚度6069.29396轻质粒屋面保温层(m2)96.6236工程名称:综合楼(土建)第3页共3页子目名称工程量地面原土打底夯65.7194基础垫层碎石干铺98.58水泥砂浆找平层(厚20mm)在填充材料上69.29396(C20砼16mm32.5)刚性细石砼屋面有分格缝厚40mm69.29396水泥砂浆加浆抹光随捣随抹厚5mm287.627300×300地砖楼地面水泥砂浆粘贴30.9基础无筋砼垫层(C10非泵送商品砼)65.72水泥砂浆楼地面厚20mm实际厚度(mm):25287.6266聚氨酯防水层厚1.5mm实际厚度(mm):142.1遮阳板,栏板抹水泥砂浆39.2708大理石台板(含支架)12.6楼面水泥浆楼面刷素水泥浆一道40.824坡道栏杆7.6(C20砼)台阶11.4012水泥砂浆楼梯28.35不锈钢栏杆(楼梯)88(C20砼20mm32.5)散水5.1852水泥砂浆台阶13.3014(C20砼20mm32.5)大门砼斜坡大门斜坡抹灰设计蹉者,另增1:2水泥砂浆0.068m3,人工1.75工日,拌和机0.01台班0.513合计广联达软件股份有限公司人工费单价机械费单价管理费单价利润单价11-98平整场地100.6059639.053928.6628.57.133.4221-1人工挖一类干土深1.5m156.3538.221285.2261.50.7231-92单(双)轮车运土运距<50m1355.059313.0217642.879.52.381.1441-202反铲挖掘机(1m3以内)挖土装车1.355064648.236298.631503242.87848.22407.1452-101人工凿预留灌注砼桩桩头27.7794131.623656.3210911.997.6362-121独立基础基础无筋砼垫层(C10泵送商品砼)36.90554.52011.3225.4412.859.574.5975-176桩承台,独立柱基(C20商品砼泵送)换为【商品混凝土C30(泵送)】227.3943.149809.615.912.617.133.4285-184基础梁地坑支撑梁(C30商品砼泵送)49.719645.922283.1215.9
本文标题:综合楼(土建)
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