号办公楼清单工程量计算式.doc

号办公楼清单工程量计算式 作者： 日期：序号项目编码项目名称单位工程量计算式附录A 土石方工程1010101001001平整场地m2357.2422.915.6=357.24 m22010101002001挖满堂基础土方m3504挖土底标高为1.7m，室外设计地坪标高0.45m，挖土深度为1.70.45=1.25m。2416.81.25=504 m33010101003001挖基础梁土方m38.13挖土底标高为1.8m，挖土深度为1.81.7=0.1m JZLI(4) V =0.50.1(22.42+21.92)=4.43m3 JZL2(3) V=0.50.1(15.12+14.63)=3.70m3 小计：8.05m34010101004001挖塔吊基础土方m352.2参照2014湖南省建筑工程消耗量下册垂直运输工程定额说明：塔吊基础开挖土方52.2 m35010103001001回填方m3269.37基础回填：V=挖方体积室外地坪以下基础体积=504+8.0540.32(垫层)251.85(满堂基础)0.70.60.5520 (柱子)24.720.55 (砖基础)0.1490.55(构造柱)=201.58m3室内回填：V=主墙间面积回填厚度大厅：(6.90.2)(6+0.30.25+0.1)(0.450.25)=8.24 m3办公室：(6+0.350.250.1+60.2+60.2+3.3+0.350.250.1)(6+0.30.250.1)(0.450.236)=26.61 m3走廊：(30.2)(22.90.252)(0.450.236)=13.57 m3楼梯间：(3.30.1+0.350.25)(6+0.30.25+0.1)(0.450.236)=4.34 m3会议室：(6.90.2)(6+0.30.250.1)(0.450.25)=7.97m3厕所：(6+0.350.250.20.1)(4.5+0.30.250.1) +(60.350.250.1)(1.50.2) (0.450.234)=7.06m3室内回填:8.24+26.61+13.57+4.34+7.97+7.06=67.79m3小计：201.58+67.79=269.37m36010103001002塔吊基础回填方m38.3参照2014湖南省建筑工程消耗量下册垂直运输工程定额说明：塔吊基础回填方8.3m3附录D 砌筑工程7010401001001砖基础，M5水泥砂浆m324.72砖基础高1.0m。外墙砖基础厚250mm墙砖基础厚200mm外墙砖基础：=(22.9+15.6)2(0.710+0.68)=65.2m内砖基础：=(60.6)6+(4.5+0.30.250.1)+(6+0.350.250.1)=42.85mV=65.20.251.0+42.850.21.0(0.250.251.02+0.030.21.022)=24.87(Z1)0.149=24.72 m38010402001001陶粒砌块墙体，M5泥合砂浆m3177.55外墙砖厚250mm，内墙砖厚200mm外墙V=65.2(3.60.7)0.253层=141.81m3内墙V=(60.6)6(3.60.7)0.23层+(4.5+0.30.250.1)+(6+0.350.250.1)(3.60.5)0.22层+(4.5+0.30.250.1)+(6+0.350.250.1)(3.60.15)0.21层=76.54m3女儿墙：V=(22.90.25+15.60.25)20.250.54=10.26m3 扣门窗所占体积： 0.92.40.220+0.752.10.26+4.22.90.25+1.520.2518+320.259+3.320.255)=48.83m3 扣过梁体积：0.69m3扣构造柱体积：(1.690.149)=1.54m3小计：141.81+76.54+10.2648.830.691.54=177.55 m39010404001001台阶平台处3:7灰土垫层m32.43V=(1.8+1.2)/20.35.4=2.43m310010404001002砾石灌浆垫层地面m346.34(42.21+5.04+40.05+33.83+187.8) 0.1546.34 m311010404001003地面10砼垫层m313.76(42.21+5.04+40.05+187.8) 0.05=13.76 m3附录E 混凝土及钢筋混凝土工程12010501001001C15混凝土垫层m340.32满堂基础基础垫层：V=2416.80.1=40.32 m313010501001002C15混凝土垫层m32.7参照2014湖南省建筑工程消耗量下册垂直运输工程定额说明：塔吊基础垫层2.7 m314010501004001C30混凝土满堂基础m3251.85底板：V=23.816.60.6=237.05m3基础梁：JZL1(4) V=0.5(0.80.6)(22.42+21.92)=8.86m3 JZL2(3) V=0.5(0.80.6)(15.12+14.62)=5.94 m3 小计：251.85m315010501006001C30混凝设备基础m333.75参照2014湖南省建筑工程消耗量下册垂直运输工程定额说明：塔吊基础33.75 m316010502001001C30混凝土矩形柱m398.7KZ1：V=0.70.6(1.0+10.75)20(个)98.7m317010502002001C25混凝土构造柱m31.69Z1: V=0.250.25(1+1.8)2+0.250.25(5.43.6)2+马牙槎0.030.22 (1+1.8)2+0.030.221.82=0.69m3女儿墙上GZ1：V=0.250.250.5424+马牙槎0.030.2520.5424=1.0m3 小计：1.69m318010505001001C30混凝土有梁板m3214.14标高3.55、7.15处梁：KL1(4) =0.30.7(22.20.3520.73)=4.07m3KL2(4),KL3(4),KL4(4)同KL1(4) 3根4.07m3=12.21 m3L1(1)=0.250.5(6+0.350.30.15)=0.74m3KL5(3)=0.30.7(150.320.62)=2.77 m3KL6(3),KL7(3),KL8(3),KL9(3)同KL5(3) 4根2.77=11.08 m3L2(1)=0.250.45(4.50.125)=0.49m3小计：4.07+12.21+0.74+2.77+11.08+0.49=31.362层=62.72 m3标高10.75处梁:WKL1(4)=0.30.7(22.20.3520.73)4=16.28m3WKL2(3)=0.30.7(150.320.62)5根=13.85m3小计：16.28+13.85=30.13m3梁合计：62.72+30.13=92.85m3标高3.55、7.15处板：100厚的板：S=(6+0.350.30.250.15)(4.50.125)+（6+0.050.15）(1.50.1250.15)+(3.3+0.350.150.3)(60.15)+(22.2+0.350.3+0.350.3)(30.152)=110.88 m2V=110.880.1=11.09m32层=22.18m3150厚的板：(62+6.9+0.350.330.15)(60.15)=106.47m2(6+6.90.1520.3）(60.15)=71.96 m2V=(106.47+71.96)0.152层=53.53m3标高10.75处板：100厚的板：(3.3+0.350.30.15)(60.15)2+(22.2+0.3520.32)(30.152)0.1=97.65 m20.1=9.77m3150厚的板：(62+6.9+0.350.330.15)(6.90.15)0.152=18.43m3 2=36.86 m3扣柱头：0.70.6(0.15+0.1)/2203层=3.15m3板合计：22.18+53.53+9.77+36.863.15=119.19m3梁板总计：92.85+119.19=212.04m319010506001001C30混凝土直形楼梯m279.86S=(3.3+0.350.10.25)(6+0.30.250.15)=39.93m22=79.86 m220010507001001C20混凝土散水m275散水宽1.0m,长L=(22.9+2)2(6.90.452)+15.62=75m S=751=75m221010507003001C15混凝土台阶7.56S=(6.90.452)0.9+(1.50.3)0.92=7.5622010507004001C25混凝土压顶m31.37V=0.30.06(22.90.25)2+(15.60.25)2=1.37m323010510003001预制过梁，C25m30.73M2过梁：V=0.20.12(0.9+0.25)20= 0.55 m3 M3过梁：V=0.20.12(0.75+0.47)6=0.18 m3小计：0.73 m324010515001001现浇混凝土圆钢6.5t1.0451.045t（具体计算过程详钢筋工程量计算表）25010515001002现浇混凝土圆钢8t4.1434.143t（具体计算过程详钢筋工程量计算表）26010515001003现浇混凝土圆钢10t25.28325.283t （具体计算过程详钢筋工程量计算表）27010515001004现浇混凝土圆钢12t0.4850.485t（具体计算过程详钢筋工程量计算表）28010515001005现浇混凝土级螺纹钢12t4.864.86t（具体计算过程详钢筋工程量计算表）29010515001006现浇混凝土级螺纹钢14t0.6510.651t（具体计算过程详钢筋工程量计算表）30010515001007现浇混凝土级螺纹钢16t1.691.69t（具体计算过程详钢筋工程量计算表）31010515001008现浇混凝土级螺纹钢18t0.2530.253t（具体计算过程详钢筋工程量计算表）32010515001009现浇混凝土级螺纹钢20t18.54418.544t（具体计算过程详钢筋工程量计算表）330105150010010现浇混凝土级螺纹钢22t0.380.38t（具体计算过程详钢筋工程量计算表）34010515001011现浇混凝土级螺纹钢25t45.61945.619t（具体计算过程详钢筋工程量计算表）35010515001012现浇混凝土级螺纹钢20t1.943参照2014湖南省建筑工程消耗量下册垂直运输工程定额说明：塔吊基础钢筋1.943 t36010516003001机械连接接头个518直径20的直螺纹连接接头：筏板基础518个37010516003002机械连接接头个1218直径25的套管挤压接头：基础梁156个+首层柱320个+首层梁38个+二层柱320个+二层梁38个+三层柱320个+三层梁26个=1218个38010516003003电渣压力焊接接头个16直径18的电渣压力焊接接头：16个附录I 屋面及防水工程39010902001001SBS屋面卷材防水m2356.99S=(22.90.252)(15.60.252)+女儿墙弯起部分(22.4+15.1)20.25=356.99m240010902004001150PVC屋面排水管m45L(10.8+0.45)4根45m410109040020013厚高聚物改性沥青涂膜防水地面m243.5一层厕所：5.8(4.45+1.3)+卷边(5.840.754+4.452+5.752)0.25=43.5m2420109040020021.5厚高聚物改性沥青涂膜防水楼面m287二层、三层厕所：同一层面积43.5 m2S=43.52=87 m2附录J 保温、隔热、防腐工程43011001001001保温隔热屋面m2338.24S(22.90.252)(15.60.252)338.24m2附录门窗工程440108010010019002400胶合板门樘20M2：6+7+720樘450108010010027502100胶合板门樘6M3：2+2+26樘4601080500500142002900全玻门樘1M1：1樘4701080700100115002000塑钢窗樘18C1：6+6+618樘4801080700100230002000塑钢窗樘9C2：3+3+39樘4901080700100333002000塑钢窗樘5C3：1+2+25樘附录K 楼地面装饰工程50011101006001屋面水泥砂浆找平m2338.24屋面面积：338.24m251011102001001大厅贴花岗石地面88J11地19m242.21一层大厅：S=6.76.15+4.20.25=42.26m252011102001002大厅入口处贴花岗石地面m25.04一层大厅入口处：S=(6.91.352）(1.50.3)=5.04m253011102001003大理石地面88J11地16m240.05一层会议室：S=6.75.95+ M2开口处0.90.2=40.05m254011102001004大理石楼面88J11楼15Dm280.1二层、三层会议室：同一层S=40.052=80.1 m255011102003001地砖地面 88J11地9m2187.8一层办公室：S=(5.82+6+3.3)5.95+ 0.90.24=125.08m2一层走廊：S=(22.90.5)(30.2)=62.72 m2一层楼梯间：S=3.36.15=20.30m2小计：125.08+62.72+20.3=208.1 m256011102003002地砖地面（厕所）88J11地9m233.83一层厕所：(6+0.350.250.20.1)(4.5+0.30.250.1)+(1.50.12)=33.35m2门开口处：0.750.22+0.90.2=0.48m2小计：33.35+0.48=33.83m257011102003003地砖楼面 88J11楼8cm2455.7二、三层办公室：同一层办公室面积+6.7 5.95+0.92=125.08+40.05=165.13m22层=330.26 m2二、三层走廊：同一层走廊面积62.72 m22=125.44m2小计：330.26+125.44=455.7m258011102003004地砖楼面（厕所）88J11楼8F2m267.66二、三层厕所同一层厕所面积：S=33.832=67.66m259011105002001 花岗石踢脚线88J11踢11Cm212.18一层大厅：(6.05+0.3)2+(6.74.2+0.252)0.12=1.88m2一层办公室：5.840.92+620.9+3.320.9+5.958=85.80.12=10.30m2小计：1.88+10.3=12.18m260011105002002 大理石踢脚线88J11踢10C1m247.31一层走廊：2.82+(22.4+0.26)+(22.46.93.3+0.23 +0.35+0.7+0.32+0.45)0.96=38.70.12=4.64m2楼梯间：3.3+(6.052+0.25+0.45)0.12=1.93 m2二层办公室：10.3+(6.7 20.9+ 62)0.12=10.3+2.94=13.24 m2二层会议室：(6.720.9+5.952)0.12=2.93m2二层走廊：2.82+29.423.4 +0.211+0.35+0.32+0.450.97=58.30.12=6.70m2三层办公室：同二层办公室8.24m2三层会议层：同二层会议室2.93m2三层走廊：同三层走廊6.70m2小计：.64+1.93+13.24+2.93+6.7+8.24+2.93+6.7=47.31m261011106002001楼梯贴地板砖m238.94S=(3.3+0.350.10.25)(6+0.30.250.15) 2 =38.94m262011107001001花岗石台阶m27.56S=(6.90.452)0.9+1.20.92=7.56m2附录L 墙、柱面装饰与隔断、幕墙工程63011203001001楼梯侧边抹水泥砂浆m22.76楼梯侧边面积：4.20.14+0.30.15/2124=2.76m264011204003001陶瓷砖防水墙面88J1-1内墙38C-Fm2341.1一、二、三层厕所：(5.82+62+4.452+5.752)(2.7+0.2)1.5220.752.140.92.4+(1.5+2)20.08=113.73层=341.1m265011204003002仿石砖外墙裙m264.98南立面：22.90.94.20.90.30.1520.30.320.30.452=16.29m2北立面：22.90.9=20.61m2东西立面：15.60.92=28.08m2小计：16.29+20.61+28.08=64.98m266011204003003彩釉面砖外墙面m2711.49南北立面：22.9(11.4+0.450.9)2=501.51m2东西立面：15.6(11.4+0.450.9)2=341.64m2增加窗侧：(1.5+2)218+(3+2)29+(3.3+2)25=2690.08=21.52m2扣除门窗：4.22.9+1.5218+329+3.325=153.18m2小计：501.51+341.64+21.52153.18=711.49m267011207001001胶合板墙面88J1-1内墙5D2m21630.57一层大厅：(6.7+6.352+0.252)(2.7+0.2)4.22.9=45.53m2一层办公室:(5.84+6.02+3.32+5.958)2.9(M2)0.92.44(C2)323(C1)1.52=229.62m2二、三层办公室229.62+(6.72+5.952)2.90.92.43.32=294.232=588.46 m2一层会议室(6.72+5.952)(2.91.2)0.91.2(M2)3.31.7(C3) =36.32 m2二、三层会议室(6.72+5.952)2.90.92.43.32=64.61m22=129.22m2一层走廊(2.82+22.4+0.26+22.46.93.3+0.23+0.35+0.7+0.32+0.45)2.90.92.461.522=108.93m2二、三层走廊(2.82+29.423.4+0.211+0.35+0.32+0.45)2.90.92.471.522=166.222=332.44m2一、二、三层楼梯间(3.3+6.052+0.25+0.45)(3.60.1)31.523=160.05m2小计：45.53+229.62+588.46+ 36.32+129.22+108.93+332.44+160.05=1630.57m268011207001002胶合板墙裙88J1-1裙10D2m228.29一层会议室: (6.72+5.952)1.20.91.2(M2)3.30.3(c3)=28.29 m269011301001001天棚抹水泥砂浆88J1-1棚7Bm2638.48一层大厅：S=(6.90.2)(6+0.30.25+0.1)=41.21m2一、二、三层办公室：同地面：125.0830.90.243+（40.050.90.2）2=452.82m2一、二、三层楼梯间：1.64.24+3.41.354+(3.3+0.350.10.25)(6+0.30.250.15)=64.71m2二、三层会议室: 同一层：S=39.872=79.74m2小计：41.21+452.82+64.71+79.74=638.48m270011302001001纸面石膏板吊顶天棚 88J1-1棚26m239.87一层会议室：S=(6.90.2)(6+0.30.250.1)=39.87m271011302001002纸面石膏板吊顶天棚 88J1-1棚27m2100.05一层、二层、三层厕所同地面：33.353=100.05m272011302001003胶合板吊顶天棚88J1-1棚23m2188.16一、二、三层走廊同地面：62.723=188.16m2附录N 油漆、涂料、裱糊工程730114010010019002400胶合板门油漆樘20M2：6+7+720樘740114010010027502100胶合板门油漆樘6M3：2+2+26樘75011404001001 胶合板墙面刷油漆m21658.861630.57+28.29=1658.86m276011404004001胶合板天棚刷无光油漆m2188.16188.16m2附录O 其他装饰工程77011503001001不锈钢管扶手不锈钢管栏杆m19.2楼梯扶手：4.24+0.24+1.6=19.2m78011503005001不锈钢管靠墙扶手m5.2楼梯窗户处靠墙栏杆：2.625.2m附录Q 措施项目79011702001001综合脚手架m21071.7222.915.63层=1071.72m280011701006001大型机械设备进出场及安拆台班11台班81011703001001垫层模板m28.16满堂基础垫层：(24+16.8)20.1=8.16m282011703004001满堂基础模板m2107.68底板：V=(23.8+16.6)20.6=48.48m2基础梁：JZL1(4) (0.80.6)2(22.42+21.92)=35.44m2 JZL2(3) (0.80.6)2(15.12+14.62)=23.76m2小计：48.48+35.44+23.76=107.68 m283011703007001矩形柱模板m2611KZ1：(0.7+0.6)2(1.0+10.75)20(个)=611m284011703008001构造柱模板m211.08Z1: 0.252(1+1.8)2+0.252(5.43.6)2=4.6m2女儿墙上GZ1：0.2520.5424=6.48m2 小计：4.6+6.48=11.08m285011703011001矩形梁模板m2659.18标高3.55、7.15处梁：KL1(4)：(0.3+0.720.1)(6+3.30.354)+(0.3+0.720.15)(12.90.3520.7)=30.47m2KL2(4)：(0.3+(0.70.1)2)(6+3.30.354)+(0.3+0.720.150.1)(12.90.3520.7)=28.53m2KL3(4)：(0.3+0.720.10.15)(18.90.3520.72)+(0.3+0.720.1)(3.30.352)= 28.52m2KL4(4) ：(0.3+0.720.15)(18.90.3520.72)+(0.3+0.720.1)(3.30.352)=30.2m2 L1(1)：(0.25+(0.50.1)2(6+0.350.30.15)=4.97m2KL5(3)：(0.3+0.720.15)(60.6)+(0.3+0.720.1)(90.320.6)=20.85m2KL6(3): (0.3+0.720.152)(60.6)+(0.3+0.720.12)(30.32)+(0.3+0.720.10.15)(60.6)=18.99m2KL7(3): (0.3+0.720.152)(6+60.62)+(0.3+0.720.12)(30.32) =18.72m2KL8(3): (0.3+0.720.15)(60.6)+(0.3+0.720.12)(30.32)+(0.3+0.720.10.15)(60.6)=19.8m2KL9(3): (0.3+0.72)(60.6)+(0.3+0.720.12)(3+60.320.6)=20.88m2L2(1):(0.25+(0.450.1)2)(4.50.125)=4.16m2小计：30.47+28.53+28.52+30.2+4.97+20.85+18.99+18.72+19.8+20.88=221.932层=443.86m2标高10.75处梁:WKL1(4):(0.3+0.720.15)(18.90.3520.72)+(0.3+0.720.1)(3.30.352)=30.22根=60.4m2(0.3+0.720.150.1)(18.90.3520.72)+(0.3+0.720.12)(3.30.352)=28.262根=56.52m2WKL2(3):(0.3+0.720.15)(620.34)+(0.3+0.720.1)(30.32)=20.58 m2(0.3+0.720.152)(620.34)+(0.3+0.720.12)(30.32)=18.72 2根=37.44m2(0.3+0.720.150.1)(620.34)+(0.3+0.720.12)(30.32)=19.26m2(0.3+0.720.1)(150.320.62)=21.12m2小计： 60.4+56.52+20.58+37.44+19.26+21.12=215.32m2梁模合计：443.86+215.32=659.18m286011703019001有梁板模板m2896.77标高3.55、7.15处板：100厚的板：S=(6+0.350.30.250.15)(4.50.125)+（6+0.050.15）(1.50.1250.15)+(3.3+0.350.150.3)(60.15)+(22.2+0.350.3+0.350.3)(30.152)=110.88 m22层=221.76m2150厚的板：(62+6.9+0.350.330.15)(60.15)=106.47m2(6+6.90.1520.3）(60.15)=71.96 m2扣柱头：0.70.620=8.4m2小计：221.76+(106.47+71.968.4)2层=561.82m2标高10.75处板：100厚的板：(3.3+0.350.30.15)(60.15)2+(22.2+0.3520.32)(30.152)=97.65m2150厚的板：(62+6.9+0.350.330.15)(6.90.15)2= 245.7m2扣柱头：0.70.620=8.4m2小计：97.65+245.78.4=334.95m2板合计：561.82+334.95=896.77m287011703025001压顶模板m29.120.062(22.90.25)2+(15.60.25)2=9.12m288011703028001直形楼梯模板m279.86S=(3.3+0.350.10.25)(6+0.30.250.15)=39.93m22层=79.86 m289011703032001台阶模板m27.56S=(6.90.452)0.9+(1.50.3)0.92=7.5690011703034001散水模板m23.75(22.9+2)2(6.90.452)+15.62=75m0.05=3.7591011703014001预制过梁模板m27.28(0.9+0.25) 0.12220+(0.75+0.47) 0.1226=7.28m292011704001001垂直运输m21071.7222.915.63层=1071.72 m293011701002001装饰外脚手架m2912.45912.4594011703001001垂直运输（装饰）m21071.721071.72名称直径计算公式根数总根数单长m总长m基础层柱、基础梁、筏板基础等钢筋KZ1253900/3+1max(35d,500)+800-30+max(6d,150)81603.095495.2253900/3+800-30+max(6d,150)81602.22355.2102(700-230)+(600-230)+2(11.9d)61202.598311.7610(600-230)+2(11.9d)3600.77846.68102(700-230-2d-25)/41+25+2d)+(600-230)+2(11.9d)3601.706102.36102(600-230-2d-25)/31+25+2d)+(700-230)+2(11.9d)3601.938116.28砌体拉结筋6250-260+1000+200+60+1000+200+604162.6542.46300+1000+60+300+1000+604122.7232.646200-260+1000+200+60+1000+200+60262.615.66350+1000+60+350+1000+604402.82112.86200-260+1000+200+60+1000+200+602202.6526200-260+1000+200+60+1000+200+60442.610.46200-260+1000+200+60+1000+200+60222.65.26300+1000+60+300+1000+60442.7210.88JZL1(4) 25700-30+15d+21500+700-30+15d124823.591132.321615d+21500+15d+48041622.46359.36122(500-230)+(800-230)+2(11.9d)1576282.6461661.698(500-230)+2(11.9d)1405600.63352.8122(500-230-2d-25)/51+25+2d)+(800-230)+2(11.9d)1576282.021268.56JZL2(3) 25600-30+15d+14400+600-30+15d126016.29977.41615d+14400+15d+24042015.12302.4122(500-230-2d-25)/51+25+2d)+(800-230)+2(11.9d)1095452.021100.9122(500-230)+(800-230)+2(11.9d)1095452.6461442.078(500-230)+2(11.9d)944700.63296.1筏板基础2023800-40+12d-40+12d767624.21839.220450-40+12d+31d881.2710.1620450+31d-40+12d881.2710.162016600-40+12d-40+12d10710717181920500-40+12d+31d13131.3217.1620500+31d-40+12d13131.3217.162023800-40+12d-40+12d767624.21839.220450+max(12d,250)-40+12d880.97.220450-40+12d+max(12d,250)880.97.22016600-40+12d-40+12d10710717181920500+max(12d,250)-40+12d13130.9512.3520500-40+12d+max(12d,250)13130.9512.353.55处梁、板、柱等钢筋KZ1254600-2175+max(2900/6,700,500)+1max(35d,500)1632041280102(700-230)+(600-230)+2(11.9d)387602.5981974.4810(600-230)+2(11.9d)387600.778591.28102(700-230-2d-25)/41+25+2d)+(600-230)+2(11.9d)387601.7061296.56102(600-230-2d-25)/31+25+2d)+(700-230)+2(11.9d)387601.9381472.88Z1181800-500-400+10d481.088.6418500+35d481.139.0482(250-225)+(250-225)+2(11.9d)8160.9915.84砌体拉结筋6250-260+1000+200+60+1000+200+60882.6521.26250-260+400-60+200+60+400-60+200+60441.335.326300+1000+60+300+1000+60242.7210.886300+450-60+60+300+1000+60482.1116.886200-260+1000+200+60+1000+200+606122.631.26250-260+1000+200+60+1000+200+6012122.6531.86350+1000+60+350+1000+60222.825.646350+400-60+60+350+1000+60442.168.646200-260+1000+200+60+1000+200+60662.615.66310+1000+60+260+1000+606182.6948.426390+1000+60+340+1000+606182.8551.36350+1000+60+350+1000+606182.8250.766200-260+1000+200+60+1000+200+606182.646.86200-260+1000+200+60+1000+200+60662.615.66350+1000+60+350+1000+60222.825.646350+1000+60+350+550-60+60442.319.246200-260+1000+2