全国园林绿化工程定额 40页

第一节园林绿化工程1整理绿化地及起挖乔木工作容：1、清理场地。2、30厘米的挖、填、找平。3、绿地整理。编号4—14—24—34—44—54—64—74—84—94—1()4—11项目整理绿化地起挖介木（市土球）土球直径在（cm以）10m220304050607080100120140名称单位单价（元）走额耗用星kk综合J日工日33.500.500.040.070.130.200.340.420.871.452.192.74草纯kg0.700.501.001.502.003.004.004.006.0010.0015.0020.00k机械元1.009.7214.6124.3434.0648.67K介人工费（元）16.751.342.354.366.7011.3914.0729.1548.5873.3791.79材料费（元）0.350.701.051.402.102.802.804.207.0010.5014.00机械费（元）0.000.000.000.000.000.009.7214.6124.3434.064&67基价（元）17.102.043?405.768.8014.1926.5947.9679.92117.93154.46计星单位:1株4、起挖：包括出塘、搬运集中、回土填塘。注：1.挖填土厚度超过30厘米，另行计算。2、如起挖特大或名贵树木，另行计算。\n2.栽植弄木（带土球）工作容：挖塘栽植（落塘、扶正、回土捣实、筑水围）、浇水、覆土.保埴、整形、清理。计量单位：1株编号4—124—134—144—154—164—174—184—194—2()4—21项目（芾士球）土球直径在（cm以）栽植介木20304050607080100120140名称单位单价（元）走额耗用呈人工综合J日工日33.500.050.090.150.230.400.430.661.061.552.33材km32.500.0250.0250.0500.0750.1000.1250.1500.3000.4000.500讥M械元1.009.7214.6124.3434.064&67，介人工费（元）1.683.025.037.7113.4014.4122.1135.5151.9378.06材料费（元）0.060.060.130.190.250.310.380.751.00)1.25机械费（元）0.000.000.000.000.009.7214.6124.3434.0648.67基价（元）1.743.085.157.8913.6524.4437.1060.6086.99127.98注：如栽植特大或名贵树木，另行计算\n3、起挖乔木（裸根）编号4-224-234—244—254—264—274—284—294—304—31项目起挖乔木（裸根）胸径在（cm以）46810121416182024名称位单价（元）定额耗用星人工综合J日日33.500.040.080.130.250.400.650.670.861.161.67材水mj2.500.0250.0250.0500.0750.1000.1250.1500.30C0.4000.500机;机械元1.009.7214.6124.3434.06基价表人工费（元）1.342.684.368.3813.4021.7822.4528.8138.8655.95材料费（元）0.060.060.130.190.250.310.380.751.001.25机械费（元）0.000.000.000.000.000.009.7214.6124.3434.06基价（元）1.402.744.488.5613.6522.0932.5444.1764.2091.26工作容：起挖、出塘、修剪.打浆、搬运集中、回土填塘。计量单位:1株注：胸径是指离地1.2米处的树干直径。如栽植特大或名贵树木，另行计算9\n4.栽植乔木（裸根）计星单位：1株工作容：挖塘、栽植（扶正、捣实、回土、筑水围1浇水、覆土、保减清理。褊号4—324—334—344—354—364—374—384—394—404—41项目起挖乔木（裸根）胸径在（cm以）46810121416182024名称单位单价（元）定额耗用量人工综合工日工日33.500.050.090.160.270.470.760.821.111.632.30材料水m32.500.0250.0500.0750.1000.1500.2000.3000.4000.5000.750机机械费元1.005.798.6914.4920.28基价表人工费（元）1.683.025.369.0515.7525.4627.4737.1954.6177.05材料费（元）0.060.130.190.250.380.500.751.00)1.25i1.88机械费（元）0.000.000.000.000.000.005.798.6914.4920.28基价（元）1.743?145.559.3016.1225.9634.0146.8870.3599.21注：胸径是指离地1.2米处的树干直径。如栽植特大或名贵树木，另行计算。9\n4.起挖灌木（带土球）褊号4—424—434—444—454—464—474—484—494—504—51项目起挖灌木（芾土球）土球直径在（cm以）2030405°607080100120140名称单位单价（元）定额耗用重kXr日1日33.500.040.080.150.230.370.480.761.562.342.964单纯kg0.700.501.001.502.003.004.006.0010.0015.0020.00机k加戒费元1.009.7214.6124.3434.0648.67基价表人工费（元）1.342.685.037.7112.4016.0825.4652.2678.3999.16材料费（元）0.350.701.051.402.102.804.207.00-10.5014.00机械费（元）0.000.000.000.000.009.7214.6124.3434.064&67基价（元）1.693.386.089.1114.5028.6044.2783.60122.95i161.83工作容：起挖：包扎、出塘、搬运隼中、回土填塘。计星单位：1株9\n注：1、挖填土厚度超过30厘米，另行计算2、如起｝窍诗大或名贵树木，另行计算4.栽殖灌木（带土球）编号4—524—534—544—554-564—574—584—594—604—1项目栽植灌木（带土球）土球直径在（cm以）20304050607080100120140名称单位单价（元）走额耗用星人宗合Ha工日33.500.050.100.150.230.420.460.701.131.652.44，才水m32.500.0250.0250.0500.0750.1000.1250.1500.3000.4000.500讥械元1.009.7214.6124.3434.0648.67基价表人工费（元）1.683?355.037.7114.0715.4123.4537.8655.2881.74材料费（元）0.060.060.130.190.250.310.38；0.75i1.00)1.25机械费（元）0.000.000.000.000.009.7214.6124.3434.064&67基价（元）1.743?415.157.8914.3225.4438.4462.9590.34131.66计星单位：1株工作容：挖塘栽植（落塘、扶正、回土捣实.筑水围）、浇水、覆土、保墙、整形、清理注：如栽植特大或名贵树木，另行计算。5.起挖、栽植灌木（裸根）计星单位:1株工作容：起挖、出塘、修剪、打浆.搬运隼中、回土填塘。9\n褊号4—624—634—644—654—664—674—684—69项目起挖灌木（裸根）冠丛图在（cm以）栽植灌木（裸根）冠丛图在（cm以）100150200250100150200250名称单位单价（元）定额耗用堇人工综合工日工日33.500.030.050.100.170.400.060.110.19b4水m32.500.0250.0250.0500.075基价表人工费（元）1.011.683.355.7013.402.013?696.37材料费（元）0.000.000.000.000.060.060.130.19机械费（元）0.000.000.0020.000.000.000.000.00基价（元）1.011.683?355.7013.462.073.816.558、起挖.栽植竹类（散生竹）工作容：1、起挖：包扎、出塘.搬运集中、回七直塘。2、挖塘、栽植（扶正）、拇实、回土计呈单位：1株?筑水围、浇水、覆土、保靖、整形、清理£＜与a4—704—714—724—734—744—754—764—774—784—79项目起挖竹类胸径在（cm以）栽植竹英胸径在（an以）246810246810名称单位单价（元）圣额耗用星人工综合工日工日33.500.030.060.090.150.250.040.060.090.170.27草草kg0.700.501.001.001.501.504.006.0010.0015.0020.00水m32.500.030.040.050.080.10基价表人工矜（元）1.012.013.025.038.381.342.013.025.709.05材料葵（元）0.350.700.701.051.052.864.307.1310.69114.25机械癸（兀）0.000.000.000.000.000.060.100.130.190.25基价（元）1.362.713.726.089.434.276.4010.2716.57'23.559.起挖.我植竹类（丛生竹）工作客起挖：包扎、出逼搬运隼中.回土填塘.2、挖塘、蔻植（扶正）.捋实、回编号4—804—814—824—834—844—854—864—874—884—894—904—91项目起挖竹类根盘丛径在（an以）栽植竹类根盘丛径在（an以）30405°607080304050607080名称单位1单价定额耗用呈人工宗合工日工日33.500.070.130.240.400.470.600.070.120.290.340.390.45计星单位:1丛土、筑水虱浇水、IB土、麟.整形、清琅9\n单纯kg0.700.501.001.001.502.002.50水m32.500.030.040.050.080.100.10叽械机磺元1.009.7214.619.7214.61基卜工费（元）2.354.368.0413.4015?7520.102.354.029.72:11.3913.07'15.08价，才料费（元）0.350.700.701.051.401.750.060.100.130.190.25।0.25表机械费（元）0.000.000.000.009.72久4opA0.000.000.000.009.7214.61卜介（元）2.705.068.7414.4526.87?61一36?462.414.129.8411.5823.0429.9410.栽植绿篱褊号4924—934—944—954—964—974—984—994—1004—101项目栽植绿篱（单排）局在（cm以）栽植绿篱（双排）高在（cm以）406080100120150406080100名称单位单价（元）走额耗用重人工综合工日工日33.500.0520.0640.0840.1150.1380.1760.0640.0870.1130.161材料水ms2.500.0150.0200.0250.0300.0400.0500.0200.0250.0300.040机械机械费元1.00基价表人工费（元）1.742.142.813.854.625.902.142.913?795?39材料费（元）0.040.050.060.080.100.130.050.060.080.10机械费（元）0.000.000.000.000.000.000.000.000.000.00基价（元）1.782.192.883.934.726.022.192.983?865.49工作容：开沟、排苗、回土、筑水围、浇水、覆土、整形、清理计星单位：lm11.露地花卉栽植号4—1024—1034—1044—1054—1064—1074—1084—1094—110露地花卉栽植计星单位：lm?工作容：翻土整地、清除杂物、施基肥、放样、栽植、浇水、清理。9\n项目草木花木本花球块根类一《图案花坛彩纹图案花坛立体花坛五色草股图宰花坛开角草彩纹图宰花坛土心草立体花坛名称“位单价（元）定额耗用1X综合工日工日33.500.1390.1080.1220.2030.2600.3850.4680.5600.735材料水m32.500.0500.0250.0300.0500.0500.0500.0250.0300.040段肥（土堆肥：m367.500.01250.00630.0110.0350.0350.0400.040化田株(25)(6.3)(11)(70)(70)(70)(400)(400)(500)基价表人工费（元）4.663.624.096.808.7112.9015.6818.7624.62材料费（元）0.970.490.822.492.490.132.762.780.10机械费（元）0.000.000.000.000.000.000.000.000.00基价（元）5.634.114.909.2911.2013.021&4421.5424.729\n12.草皮铺种.栽植水生植物工作容：翻土整地.清除杂物、搬运草皮、铺草皮、浇水清理。挖淤泥、搬运种植.养护计星单位：株褊号4—1114—1124—1134—1144—1154—116项目草皮铺种栽植水生植物散铺满铺育牛带播种荷花名称单位单价（元）走额耗用量人综合工日TH33.500.1350.1850.1220.0970.5600.735水m32.500.0500.0500.0500.0200.0300.040草皮m210.900.3301.1001.0000.020只40.501.000有机肥（土堆m367.500.0100.010肥｝株(1.00)(1.00)基价表人工费（元）4.526.204.093.257624.62材料费（元）3?7212.1211.030.270.75i41.28机械费（元）0.000.000.000.000.0()0.00基价（元）&2415.113.5219.5165.9013.树木支撑17\n工作容：制桩、运桩、打桩、梆扎。计量单位:1株编号4—1174—1184—1194—1204—1214—122项目树根桩四脚桩三脚桩一除长单桩短单桩铅丝吊桩名称单位"介（元）走额耗用星人X综合工日工日33.500.080.060.060.040.020.07材科树棍长2.2m根3.701.00树棍长1.2m根2.004.000.103.000.103.000.100.051.000.051.003.00镀锌铁丝8#kg5.10镀锌铁丝12#kg5.40木桩根2.90基价表人工费（元）2.682.012.011.340.672.35材料费（元）8.546.546.543.972.2713.80机械费（元）0.000.000.000.000.000.00基价（元）11.22&558.555.312.9416.15计量单位：1株工作容：制桩、运桩、打桩、梆编号4—1234—1244—1254—1264—1274—128项目毛竹桩四脚桩三脚桩一字桩长单桩短单桩顶制碇单桩名称单位单价（元）走额耗用呈kk综合THX日33.500.090.060.060.040.020.15邮电kg9.801.500.501.000.500.5017\n材料竹梢长2.2m根4.701.00竹梢长1.2m根2.606.003.003.001.00预制混凝土桩根23.901.00冥他材料元1.001.62基价表人工费（元）3?022.012.011.340.67’5?03材料费（元）30.3012.7017.609.6()7.50)25.52机械费（元）0.000.000.00-0.00-0.000.00基价（元）33.3214.7119.6110.948.1730.5512.草绳绕树干褊号4—1294—1304—1314—1324—1334—134项目草绳绕树干胸径在（cm以）51015202530名称单位单价（元）定额耗用重人工综合工日工日33.500.0300.0400.0500.0700.0900.110单纯kg0.701.0002.0003.0004.0005.0006.000基价表人工费（元）1.011.341.682.353.023.69材料费（元）0.701.402.102.803?504.20机械费（元）0.000.000.000.000.000.00基价（元）1.712.743?785.156.527.89工作容：搬运、绕干、余料消除计星单位：lm13.栽种攀缘植物编号4—1354—1364—1374—138项@栽植攀缘植物三年生四年生五年生六〜八年生名称单位1单价（元）走额耗用量工作容：挖坑.栽植、回土、捣实；浇水.覆土、整理、施月巴计星单位：1株17\n人工综合工日工日33.500.00930.01240.02860.0485材料月酮kg1.900.0550.0550.0550.055水m32.500.0130.0140.0170.019基价表人工费（元）0.310.420.961.62材料费（元）0.140.140.150.15机械费（元）0.000.000.000.00基价（元）0.450.561.101.7816.假植编号4-13941404-1414-1424-1434-1444—1454—146i4一147项目假植乔木（裸根）胸径在（cm以）假植灌木（裸根）冠丛高在（cm以）4681012100150200250名称1单位单价（元）定额耗用星人宗合工日工日33.500.0200.0400.0700.1400.2200.0100.0200.0400.070介人工费（元）0.671.342.354.697.370.340.671.342.35材料费（元）0.000.0Q0.000.000.000.000.000.000.00机械费（元）0.000.0Q0.000.000.000.000.000.000.00基价（元）0.671.342.354.697.370.340.671.342.35工作容：挖假植沟、埋树苗覆土、管理计量单位：1株17\n计量单位：1株17.人工换土编号4-1484-1494-1504-1514-1524-1534-1544-1554-1564-157项目人工换土，乔、灌木直径在（cm以）20304050607080100120140名称位单价（元）定额耗用量人工综合3日工日33.500.010.040.050.070.140.040.060.090.170.27好土m336.100.020.030.080.110.210.280.500.640.871.16基价表人工费（元）0.341.341.682.354.691.342.013.025.709.05材料费（元）0.721.082.893.977.5810.1118.0523.1031.4141.88机械费（元）0.000.000.000.000.000.000.000.000.000.00基价（元）1.062.424.566.3212.2711.4520.0626.1237.1050.92工作容：装、运土到坑边。编号4—1584—1594—1604—1614—1624—1634—164项目人工换土，裸根乔木,胸径在（cm以）46810121416名称单位单价（元）走额耗用量人工京合H日工日33.500.020.030.060.100.150.230.32好土m336.100.040.080.140.250.380.570.80计星单位：1株工作容：装、运土到坑边。17\n基价表人工费（元）0.671.012.013?355?037.7110.72材料费（元）1.442.895.059.0313.72120.58；28.88机械费（元）0.000.000.000.000.0()0.00)0.00基价（元）2.113?897.0612.38742&2839.60工作容：装、运土到坑边。计星单位:1株褊号4—1654—1664—1674—1684—1694—1704—171项目人工换土裸根养木胸径在（cm以）人工换土f裸根灌木，冠丛高在（cm以）182024100150200250名称单位单价（元）走额耗用量人工奈合3日工日33.500.430.560.810.010.020.030.06b好土ms36.101.081.412.030.020.040.080.14基价表人工费（元）14.4128.7627.140.340.671.012.01材料费（元）38.9950.9073.280.721.442.895?05机械费（元）0.000.000.000.000.0C0.000.00基价（元）53.3969.66100.421.062.113?897.06附表绿化工程量相应规恪对昭表名称规格单位挖塘（cm）挖沟槽（cm）换土呈名称规格单位根幅挖坑（cm）换土*直彳全X高长X竟X高E)(cm)直径X高(m3)土球直2040X300.03胸径430-4040X300.04带30株50X400.06裸根6株40-5050X400.08土球乔径4060X400.08乔木在850-6060X500.11在5070X500.11厘1070-8080X500.2517\n灌木厘米以6090X500.21米以1280-9090x600.3870100X600.2814100~110110X600.5780110X800.5016120~130130X600.80100130X900.6418130~140140X701.08120150X1000.8720140~150150X801.41140180X1001.1624160~180180X802.03双排绿篱单排绿篱绿篱高在厘米40米100X30X250.08裸根冠丛高在100株20-3030X300.0260100X35X300.1180100X40X350.1415030-4040X300.04100100X50X400.240100X25X250.06灌木厘米以20040-5050X400.0860100X30X250.0880100X35X300.11术以100100X40X350.144nu51T120100X45X350.16150100X45X400.18第二节堆砌假山及塑假石山工程1.堆砌假山工作容：放样、选石、运石.调制运混凝土（砂浆I堆砌、搭拆简单脚手架、塞垫嵌缝、清理、养护。计星单位：1吨1定触编号4-1724-1734-1744-1754-1764-1774-1784-179I17\n项目湖石假山（高度在（m以）黄石假山（曷度在（m以）12341234名称单位单价（元）左额耗用量人工综合工日工日33.504.405.617.708.803.965.046.937.93材料湖石吨170.001.001.001.001.00吨143.001.001.001.001.00细石混凝土C15m3256.420.060.080.080.100.060.080.080.101:2.5水泥砂浆m3268.040.040.050.050.050.040.050.050.05铁件kg4.805.0010.0015.0010.0015.00条石100x40x12m3587.800.050.100.050.10毛石（片石）m360.900.100.100.060.06毛竹根18.400.130.180.260.130.180.26木脚手板m318220.00180.00250.00350.00180.00250.0035水m32.500.170.170.170.250.170.170.170.25木撑费元1.000.801.580.801.58其他材料费元1.002.132.433.003.550.701.051.582.13机械机械费%人工费％4.044.044.044.044.044.044.044.04基价表人工费（元）147.40187.94257.95294.80132.66168.84232.16265.66材料费（元）204.75242.53297.05360.39170.23184.06264.98328.32机械费（元）5.957.5910.4211.915?366.829.3810.73基价（元）35&1143&06565.42667.10308.25359.72506.51604.7117\n足额编会4-1804-1814-1824-1834-1844-1854-1864-187项目整块湖石峰人造湖石峰（图在）人造峰（局度在）石笋安装（高度在）高5m3m4m2m3m4m2m3m名称单位单价（元）W额耗用呈kk综合TF1k日33.5014.3012.6515.956.4411.3914.362.203.30湖石吨170.000.251.001.000.200.30整块湖石峰吨405.001.00石笋1.001.00吨143.001.001.001.000.200.30细石混凝土C15rru256.420.100.150.150.080.080.050.040.081:2.5水泥砂袈mj268.040.030.050.050.050.050.050.020.02材料钳牛kg4.8010.0015.005.0010.15条石100X40X12rru587.800.100.100.100.10毛石（片石）mj60.900.03毛竹根18.400.180.260.130.180.26木脚手板rru18220.00450.00250.00350.00180.00250.0075水rru2.500.250.250.250.250.250.250.080.08木撑费元1.001.582.110.801.582.112.63工作容：同上计量单位:1吨29\n4-1884-1894-1904-1914-1924-1934-1944-195项目石笋安装土山点石（局在）布置景不自血护岸高4m2m3m4m1吨1~5吨5~10吨名称位单价（元）走额耗用呈kk综合工日k日33.506.052.753.854.4019.2915.4813.702.59湖石吨170.000.501.001.001.000.94景湖石吨170.001.001.001.00整块湖石峰吨405.00石笋1.00吨143.000.501.000.10细石混凝土C15m3256.420.101:2.5水泥砂浆m3268.040.030.010.010.010.040.050.050.05钳牛kg4.803.005.008.001吨其他材料费元1.0010.723.272.110.801.802.1114.3221.17F几械机械费%人工费％4.044.044.044.044.044.044.044.04介人工费（元）479.05423.78534.33215.74381.57481.0673.70110.55材料费（元）502.55341.99368.65267.59296.29192.5292.74143.771机械费（元）19.3517.1221.598.7215.4219.432.984.47基价（元）1000.96782.88924.56492.05693.27693.01169.42:258.79工作容：同上计量单位29\n水m32.500.08木撑费元1.003.96其他材料费元1.0041.391.821.821.823.853.974.161.86kk咖费%人工费％4.044.044.044.044.044.044.044.04K人工费（元）202.6892.13128.98147.40646.22518.58458.9586.77介材料费（元）235.73317.50174.50174.50198.97211.37225.96189.36机械费（元）8?193?725.215?9526.1120.9518.543.51基价（元）446.60413.35308.69327.86871.29750.90703.45279.631.塑假石山工作容：放样划线.挖土方；浇捣混凝土垫层、砌骨架或焊接骨架、挂钢定额编号4-1964-1974-1984-199项目粉骨架塑假山（高在）铁骨架钢网塑假山2.55m6m10m名称【位单价（元）定额耗用呈kX综合工日工日33.5018.0023.7827.4619.80材料细石混凝土CISm3256.420.680.570.51M7.5;昆合砂浆m3199.700.821.101.34M5.0混合砂浆m3167.741.130.121：2.5水泥峻m3268.040.390.410.411:2水泥砂浆m3301.220.100.100.100.31计量单位：10m外围面积网、堆砌成型。29\ni：i水泥砂浆m3360.850.21机石专百块24.001.542.312.74预制》昆凝土板m3681.270.110.120.18钢筋（P10以吨3100.000.07钢丝网m210.8010.75电焊条kg6.801.31水m32.500.600.740.820.15其他删费元1.0033.8033.8033.80机械费%人工费％4.044.044.047.06K介人工费（元）603.00796.63919.91663.30材料费（元）619.98868.24782.76511.54机械费（元）24.3632.1837.16i46.83基价（元）1247.341697.051739.83；1221.67第三节路及园桥工程1■园踣工作容：路基：厚度在30厘米以的挖ia城平、夯实、整修、弃土1.2米外。垫层：筛土、浇水、拌和.铺设、找平、灌浆、震实、养护。计星单位：lm\m3启麒瀛力4-2004-2014-2024-2034-2044-2054-206项目园路土基基础垫层整理路床每lm3每砂3:/灰土2:8灰土煤渣混凝土29\n名称单位单价（元）走额耗用量人综合工日工日33.500.050.501.000.950.360.731.82，才:斗混凝土CIOm3207.791.02黄砂m362.001.473:m390.501.012:8A<土m380.06101.00煤渣m350.001.22m366.001.00水m32.500.300.200.200.50，九械%人工费％18.505018.5018.5018.5018.50，介人工费（元）1.5116.7533.5031.8312.0624.4660.97材料费（元）0.0091.8991.918086.5661.0066.00213.20机械费（元）0.003.106.205.892.23；4.5211.28基价（元）1.51111.74131.6c8124.2775.2994.98285.45定额编号4-2074-2084-2094-2104-2114-2124-2134-2144-215项目满铺卵素色卵后向纹形混凝土路面水刷混凝土路水刷纹形6仝路面预制方格腔路预制异形6仝路面预制五仝大块面层预制妊假冰片面层工作容：同上计抗单lm29\n拼花彩边象色厚12cm每增41cm厚5cm厚50cm惇10cm厚5cm名称单位单价（元）定额耗用量人X2跆工日X日33.502?10001.20000.26600.55600.01380.16800.18500.25000.4050本色卵石吨43.900.0550.058彩色卵石吨121.500.0170.0141:2.5水泥砂浆m3268.040.0360.036黄砂m362.000.05770.05770.05770.0577预制混凝土道板m3596.850.0510.0510.1020.051细石混凝土C15m3256.420.12240.10660.0101M5水泥砂浆m3170.240.031:2.5水泥麻止子浆m3743.130.0158锯材m318220.00150.0015水m32.500.0500.0500.1400.1400.0120.0070.0070.0070.007其他材料费元1.000.140.140.210.230.010.140.140.240.14Kk人工费（元）70.3540.208.9118.630.465.636.208.3813.57材料费（元）14.3914.1634.6842.392.6334.1734.1764.4739.14机械费（元）0.000.000.000.000.000.000.000.000.00基价（元）84.7454.3643.5961.013.0939.8040.3772.8552.7129\n定额编号4-2164-2174-2184-2194-2204-2214-2224-2234-224项@力整石板面层乱铺冰片后向层八用专平铺八用专侧铺瓦片碎缸片弹石片小方碎石片六角板名称单位单价（元）定额耗用重kk综合工日工日33.500.36000.46200.14300.33100.86001.45000.21600.25200.20004力整石板m311170.122冰片石吨61.000.125黄砂m362.000.0800.0800.0840.0920.0710.0710.1420.1420.046心砖块12.000.4501.150蝴蝶瓦片百块25.402.392碎缸片吨23.300.25弹石片m361.000.13小方碎石片m3826.000.11六角板m229.401.02M5.0水泥砂浆m3170.240.0501:2.5水泥砂浆m3268.040.0100.04水m32.500.0070.0070.0170.0060.0060.006其他材料费元1.001.270.150.090.190.350.230.130.150.16基价人工费（元）12.0615.484.7911.0928.814&587.248.4416.70材料费（元）151.0315.4310.7019.6965.5121.2716.5799.00)33.02机械费（元）0.000.000.000.000.000.000.000.00)0.00基价（元）163.0930.9115.4930.7894.3269.8423.81107.45)39.72工作容：同上计星单位：101229\n计量单位：lm32、园桥定额编号4-2254-2264-2274-2284-2294-2304-231项目毛石基础桥台条石桥墩护岸石桥面条石条石每m2名称单位单价（元）走额耗用呈k综合工日工日33.501.502.442.442.441.651.6513.92，才m361.001.181.221.18M10水泥砂浆m3204.310.360.340.250.250.340.250.20步做糙花岗石m3250.0010.00毛料石m3646.401.001.001.00其他材料费元1.001.131.1110.4710.471.0810.4717.82机械机械费%人工费％18.518.5018.5018.5018.5018.5018.50‘介■人工费（元）50.2581.7481.7481.7455.2855.28466.32林料费（元）146.66145.00707.95707.95142.53707.952558.68机械费（元）9.3015.1215.1215.1210.2310.2386.27基价（元）206.21241.86804.81804.81208.03773.453111.27工作容：选、修、运石.调、运.铺砂浆、砌石、安装桥面。第四节园林小品工程29\n1.堆塑装饰工作容：调运砂浆、找平、底面、压光、塑面层、清理、养护。钢筋制作、绑扎、调制砂浆、底层抹灰及现场安装。计里单位:lmsm止颉编会4-2324-2334-2344-2354-236项目塑松（杉）树塑竹节竹片壁回向预制塑松根（每m）|每m2WhfllR直径15cm以1径25cm以名称单单价定额耗用量kk综合工日工日33.503.263.260.600.831.0541:3水泥砂浆m3235.590.0100.0100.0151:1水泥砂浆m3360.850.0150.0151:1：6混合砂浆m3170.280.0080.0081:2:4水尼石灰麻刀灰浆m3197.000.016石灰麻刀浆m3115.840.012石性颜料m39.700.60氧化锯绿m348.300.561:2水泥砂浆m3301.220.0120.030素水泥浆m3602.350.0050.00829\n钢筋（P10以吨31000.00110.0031钢丝网m210.800.4980.829镀锌铁丝22#kg6.800.0950.120氧化铁红kg4.600.1810301墨汁kg21.500.0420.076水m32.500.0070.012其他材料费元1.000.120.250.070.410.69基价人工费（元）109.21109.2120.1027.6435.01材料费（元）15.0736.43&152236.97表机械费（元）0.000.000.000.000.00基价（元）124.28145.642&2545.8671.98计量单位：lm工作容：钢筋制作、绑扎、调制砂浆、底层抹灰及现场安装。定额编号4-2374-2384-2394-2404-2414-242项目塑松皮柱（直径在）塑黄竹（直径在）塑金丝竹（直径在）20cm以30cm以10cm以15cm以10cm以15cm以29\n名称单位单价（元）定额耗用量kk综合工日X日33.500.881.280.941.237.028.44，才料1:2水泥砂浆m3301.220.0120.019素水泥浆m3602.350.0070.010钢筋（pio以吨3100钢丝网m210.80镀锌铁丝22#kg6.800.0800.1000.0800.100氧化铁红kg4.600.2510.3770.0060.009墨汁kg21.500.0630.0951:1水泥砂浆m3360.850.0080.0160.0070.016白水泥浆m31203.150.0020.0030.0020.003角钢50x5吨3310.000.00390.00800.00390.0070黄丹粉kg9.900.0300.0450.0300.045氧化错绿m348.300.0030.005金刚石块16.700.0400.060草酸kg6.300.0940.141硬白蜡kg12.900.0310.048松节油kg7.100.0940.141白回丝kg4.700.0130.01929\n锡纸kg71.600.0020.013水m32.500.0060.0060.0030.0060.0050.006其他材料费元1.000.210.310.380.670.551.81价人工费（元）29.4843.0131.3241.24235.14282.57材料费（元）10.5715.8519.4637.7121.9240.28机械费（元）0.000.000.000.00।0.000.00基价（元）40.055&8650.7878.95257.06322.852、小型设施工作容：制作、安装及拆除模板、制作及绑扎钢筋、制作及浇捣混凝土、砂计量单位：lm浆抹平、构件养护、面层磨光、打蜡擦光及现场安装。定额编号4-2434-2444-2454-2464-2474-248项目白色水磨后景囱断卸卸积为（cm2）白色水磨石平板登现场抹灰预制40x330x332x3预制现浇名称单位单价（元）额耗用量人工2跆工日工日33.505.604.975.220.254.294.81材料1:2水泥砂浆m3301.220.00840.00620.00640.00941:2.5白水尼白石/浆m31006.200.00420.00320.00960.00500.0050白水泥kg0.801.2000.9000.9000.900钢筋（pio以吨31000.00160.00400.004029\nZ0e9ZZSZZ8T_力szS9-£6lZ8*S£T08*661（宴）甥s?OOPoo-o00*0oo-o00*0oo-o佟）殛汹If*S0es99S-£VS8?8SLe8T9££LI9Zl佟）鑫悦斡£699189eEVT8g8069VLl9fr*991E9£8T（冬）殛工YZL0S9?0OL99£0000飞V93T007az8800WO002*9HO0乙000007381£111££H0££10OV60Z£IU»9口烈亚S7:10910OST00V0£000£000乙000乙000£00P091£030003009100910P0乙o?o0£P初向口Wzl*0moOJ0OJ0OHO01L田翩ZVO0ZtzO0OVO0OVO0OSO?006TI郢日迦VW?0moOJ00110OHO0£919001900TSO0TSO0V90?0OZ.'9T8S008S00OSO008*939\n正触瀛力4-2494-2504-2514-2524-2534-2544-2554-256项目白色水磨后断面回积为（cm2）（每m）水磨木纹板花檐角花博古架预制预制安装预制制作安装3x35x2.530x2.5每讦名称单位单价（元）走额耗用量kk综合工日工日33.505.260.144.980.145.460.346.130.71材料1:2水泥砂km3301.220.00100.00130.00691:2.5白水泥白石子浆m31006.200.30000.40001.6000白水泥kg0.800.00050.00050.001316.0000.500钢筋（pio以吨31000.0020度锌铁丝22#kg6.800.0180.100金刚石块16.700.0150.0190.0590.1300.005草酸kg6.300.0360.0450.1340.3000.048硬白蜡kg12.900.0120.0150.0450.1000.026松节油kg7.100.0360.0450.1340.300白回丝kg4.700.0050.0080.0180.040揭纸kg71.600.0010.0010.0030.010水泥kg0.403.0001:1水泥砂km3360.850.0260锯材m31822.000.00040.00030.0081圆钉kg6.200.0350.0410.04739\n电焊条kg6.800.0350.0200.0410.0200.050其他材料费元1.000.330.310.671.500.10基价表人工费（元）176.244.72166.704.72182.98；11.39)205.3623.68材料费（元）304.660.14405.480.141631.840.0040.15i1.22机械费（元）0.000.000.000.000.000.000.00)0.00基价（元）480.904.86572.184.861814.8211.39)245.5024.91定麒褊p4-2574-2584-2594-2604-2614-2624-263项目不水磨原色木纹板白色水磨后g来椅制作砖砌园林预制妊花色栏杆制作小摆设小摆设抹灰圜脚3><3cm脚4x4cm制作局50cm以高80cm以每rr?每m每计每ft?每m名称单位单价（元）走额耗用量人工综合工日工日33.501.690.298.684.500.671.621.62i+S单位：见表工作容：同上。39\n材料1:3水泥砂浆m3235.590.01600.00901:1水泥砂浆m3360.850.03200.00601:1：6混合砂浆m3170.280.01301:2.5水泥白石子浆m3709.400.03131:1.25水泥白石子浆m3826.380.0153白水泥kg0.802.2000钢筋（P10以吨31000.0020.0400.00650.0067钢筋（P10以外吨31000.007镀锌铁丝22#kg6.800.1000.100镀锌铁丝20#kg6.400.0900.090金刚石块16.700.142草酸kg6.300.332硬白蜡kg12.900.Ill松节油kg7.100.332白回丝kg4.700.044锡纸kg71.600.007水泥kg0.403.0000.5002.100锯材m31822.000.02330.00570.0057圆钉kg6.200.0610.1000.100机砖百块24.005.310M5水泥砂浆m3170.240.246C20预制混凝土粒径20m3230.430.0210.02839\n水m32.500.1000.100口面摊销贝元1.000.2500.330其他材料费元1.000.360.050.872.190.240.26几卜机械费%人工费％9.259.259.259.25人工费（元）56.629.85290.78150.7522.45j54.1754.17k材料费（元）19.994.02112.49295.516.5()37.3139.64卜机械费（元）0.000.000.0013.942.085?015?01基价（元）76.6013.87403.27460.2031.0296.499&82工作容：碇同上。钢材校正、划线下料、平直、钻孔、弯、锻打、焊接、场运计量单位：每m输、整理堆放、除锈、刷防锈漆和厚漆调和漆一遍、放线挖坑、安装覆土、刷白养定颔编号4-2644-2654-2664-2674-2684-26914-270项目预制碇花色栏杆制作金雾花色栏制作钢干钢筋、才昆合结管、寻普通构复简易杂花色栏杆安装脚5x5cm脚6x6cm高lOOcrr以高120crr以预制金属名称位［价（元）定额耗用量39\nk综合工日工日33.501.801.800.991.261.650.390334C20预制碇粒径20m3230.430.0350.042锯材m31822.000.0060.006钢筋（plO以吨31000.0070.008镀锌铁丝20#kg6.400.0900.090圆钉kg6.200.1000.100水m32.500.1000.100台面摊销费元1.000.4200.500钢管吨3310.000.00700.00790.0085钢材吨3100.000.00400.00600.0063扁铁吨3310.000.00350.00220.0050电焊条kg6.800.2500.3200.350氧气kg3.200.0800.1000.105kg2.400.14000.15300.1750调和漆kg11.800.0400.0600.070厚漆kg9.400.0300.0450.060光油kg17.300.0050.0060.006清i由kg15.100.0400.0480.050松香水kg10.200.0400.0420.045防锈漆kg13.100.1000.1130.11539\n木砂子0.300.2000.2000.250C15细石混凝土m3256.420.02250.0225生石灰kg0.200.700其他材料费元1.000.280.310.420.470.550.030.03几k机械费%人工费％9.259.25K介人工费（元）60.2060.2033.1742.2155.2812.9011.06材料费（元）43.2346.5053.0959.2972.195.945.80机械费（元）5.575.570.000.000.00)0.000.00基价（元）10&99112.2786.25101.50127.471&8416.85工作容：同上定额编号4-2714-2724-2734-2744-2754-2764-2774-278项目水磨后镶贴向传（缝竞）镶贴石镶贴花岗岩密缝10mm20mm砖面混凝土面砖面混凝土面名称单位单价（元）走额耗用星k综合工日工日33.501.6080.6760.7850.7840.9621.0691.0141.1244水泥kg0.4015.58212.10313.36414.29230.51031.34330.51031.343砂子t79.000.01990.03010.03010.03010.08760.09010.08760.0901石m2139.001.0201.02039\n-4-4-U-L-4■?■化冈4m2250.001.0201.020白水泥kg0.800.1900.1900.1900.190钢筋(P6t31000.00150.00150.00150.0015铢牛kg4.800.30600.3060膨胀螺栓套1.109.209.20铜丝kg30.300.0780.0780.0780.078电焊条kg6.800.0150.0270.0150.027松木锯材三类m318220.000050.000050.000050.00005塑料薄膜m22.300.2810.2810.2810.281。金钢钻头(P20个31.500.1150.115石料切割锯片片117.500.0340.0350.0530.055白伯子kg0.3016.555向传千块506.000.09680.08010.0675YJ302fe结捌kg25.300.1670.1380.117细砂t79.000.00140.0025生石灰kg0.200.8290.8290.829108胶kg3.500.0240.0230.0230.023金刚石块16.700.101硬白蜡kg12.900.0270.0330.0340.0330.034草酸kg6.300.0100.0130.0130.0130.01339\n清油kg15.100.0050.0070.0070.0070.007煤油kg5.000.0400.0500.0520.0500.052松节油kg7.100.0080.0080.0080.008棉纱kg11.200.0100.0110.0110.0110.0130.0130.0130.013水m32.500.1750.0460.0470.0470.0640.0650.0640.065机机械费%人工费％9.259.259.259.259.259.259.259.25K介人工费（元）53.8722.6526.3026.2632.2335.8133.9737.65材料费（元）15.7860.9152.3445.89175.60188.47290.89304.04机械费（元）4.982.092.432.432.983.313.143.48基价（元）74.6385.6581.0774.59210.81227.5932&00345.17工作容：同上计量单位：lm2定额编号4-2794-2804-2814-2824-2834-2844-2854-286项目碎拼石碎拼花岗岩白水［尼石英砂砂浆刷外檐涂料水泥砂浆抹池砖面激疑土砖面混凝土砖面混凝土面壁名称单位单价（元）定额耗用量39\n人k综合工日工日33.501.4631.4631.4631.4630.6700.6700.0860.2234，碎石块m2139.001.021.02块m2250.001.021.02水泥炬0.4015.61215.67115.61215.67114.433砂子t79.000.02950.02410.02950.02410.035白石子kg0.307.47207.47207.47207.4720生石灰kg0.200.8381.4500.8381.450108胶kg3.500.4400.4750.4400.4750.346金刚石块16.700.2100.2100.2100.210草酸kg6.300.0300.0300.0300.030硬白蜡kg12.900.0500.0500.0500.050松节油kg7.100.1500.1500.1500.150锡纸kg71.600.0030.0030.0030.003棉纱kg11.200.1000.1000.1000.100白水泥kg0.8011.94916.714石英砂kg5.0041.73040.100上筑涂料JH801kg3.501.000色粉kg12.40.034水m32.500.04570.04500.04570.04500.01050.01220.00140.0089其他材料费元1.003.0903.0901.7201.7200.1400.1300.09039\n几k机械费%人工费％9.259.259.259.259.259.259.259.25K介人工费（元）49.0149.0149.0149.0122.45.22.452.887.47材料费（元）164.25164.09276.10275.9421&38214.035?238.55机械费（元）4.534.534.534.532.08；2.080.270.69基价（元）217.79217.63329.64329.48242.90238.5S&3716739