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1、仿古建筑工程2005年预算定额人工费比率目录第一篇仿古建筑通用工程预算定额1第一直脚壬夔T程1第二章碎及钢筋硅工程1第三章砌筑工程3第二篇仿古建筑工程4第一章砌筑工程4第二章石作工程5一石作程5二、石作安装7第三章木构件及木基层 8一木构件制作8二、木构件安装14三、木基层、板类及其他部件安装17第四章斗拱24一、斗拱及附件制作24二、斗拱安装24第五章木装修工程 251 -185过梁M3623.42312.00266.9750.051 186老嫩梁M31140.82434.25647.1738.061 187矩形桁条、梓桁断面高20cm以内M31074.38514.25483.3147.86
2、1 188矩形桁条、梓桁断面高20cm以外M3746.86338.50362.5945.321-189圆形桁条、梓桁直径15cm以内M31216.31482.50669.2939.671 190圆形桁条、梓桁直径15cm以外M3935.02360.50525.3838.561 -191杨子M31082.26541.50500.2050.031 -192连机M31452.99751.50647.8351.721 193有梁板板厚10 cm以内M3452.82156.75273.8634.621 -194有梁板板厚10 cm以外M3401.63136.50245.5633.991 -195平板板厚
3、1。cm以内M3468.30169.75274.2336.252-1277 双面夹玻（纱）2 m282.23234.0048.2382.912-1278摘窗扇制作无心屉m58.7131.2027.5153.142-1279，玻璃心屉m105.2170.2035.0166.722-1280支摘窗扇制作方格心屉-2 m121.9578.0043.9563.962-1281灯笼锦心屉m121.0985.8035.2970.862-1282步步紧心屉m139.73101.4038.3372.572-1283，盘肠心屉m154.28117.0037.2875.842-1284套方正万字拐子锦心屉m165
4、.01124.8040.2175.632-1285斜万字心屉一 2 m197.89156.0041.8978.832-1286冰裂纹心屉一 2 m224.26179.4044.8679.9962-1287龟背锦心屉m176.60132.6044.0075.082-1288支摘窗扇纱制作2 m68.6935.1033.5951.102-1289实踏大门扇制作 板厚在8 cmm240.27107.25133.0244.642-1290每增厚1 cmm19.773.2516.5216.442-1291撒带大门制作（边厚在）8 cm-2 m167.6658.50109.1634.892-1292每增厚
5、1 cmm17.433.2514.1818.652-1293攒边门制作（边厚在）6 cmm156.8078.0078.8049.742-1294每增厚1 cmm16.223.2512.9720.042-1295屏门扇制作（板厚在）4 cmm105.7839.0066.7836.872-1296每增厚1 cm一 2 m19.773.2516.5216.442-1297外檐窗格扇安装转轴较接一 2 m56.1330.0026.1353.452-1298,合页较接m9.014.754.2652.722-1299，园钉定-2 m3.853.500.3590.91项目小计元6297.644604.516
6、93.1473.11编号工程项目名称单位预算价格人工费材料费比率2-1300内檐格扇安装转轴较接一 2 m47.1827.0020.1857.232-1301，合页较接m9.765.504.2656.352-1302，销子定一 2 m5.074.250.8283.832-1303槛窗扇安装转轴较接一 2 m62.5030.0032.5048.002-1304，合页较接-2 m10.266.004.2658.482-1305，园钉定-2 m4.394.000.3991.122-1306支摘窗扇安装合页较接-2 m12.846.506.3450.622-1307一销子定-2 m5.544.501.
7、0481.232-，园钉-2 m5.535.100.4392.221308固定2-1309屏 门 安 装转轴m40.4722.7517.7256.212-1310，鹅颈碰铁一2 m24.216.5017.7126.852-1311f，合页一 2 m10.766.504.2660.412-1312实踏大门安装m37.0726.0011.0770.142-1313撒带大门安装一 2 m25.8214.7511.0757.132-1314攒边大门安装一 2 m30.6119.5011.1163.70分部合计元10792.917955.352837.5673.71三、坐凳及倒挂楣子制安2-1315步步
8、紧制安软橙-2 m172.43113.1059.3365.592-1316硬橙m185.76120.0065.7664.602-1317灯笼锦制安软橙m144.5588.5056.0561.222-1318， /硬橙-2 m157.8395.7062.1360.632-1319盘肠锦制安软樟一2 m102.5343.2059.3342.132-1320， f硬橙-2 m110.7145.3065.4140.922-1321金线如意制安软橙-2 m246.69183.3063.3974.302-1322硬橙-2 m259.68190.2069.4873.242-1323万字拐子制安软橙-2 m2
9、06.08144.6061.4870.172-1324f f硬樟-2 m219.37151.8067.5769.202-1325斜万字制安软橙-2 m259.86197.4062.4675.962-1326f f硬樟一 2 m272.84204.3068.5474.882-1327龟背锦制安软橙-2 m221.42155.1066.3270.052-1328， /硬橙-2 m234.82162.3072.5269.122-1329冰裂纹制安软橙-2 m285.80218.4067.4076.422-1330， /硬橙-2 m298.78225.3073.4875.412-1333花牙子卷草龙（
10、长在）40cm内块461.15439.2021.9595.242-1334（长在）40cm夕卜块664.73579.6085.1387.192-1335四季花草（长在）40cm内块561.95540.0021.9596.092-1336（长在）40cm夕卜块833.93748.8085.1389.792-1339四季花草（长）60cm内10块809.99774.0035.9995.562-1340（长在）60cm夕卜10块1168.011054.80113.2190.31分部合计元7878.916474.91404.0182.1811!编号工程项目名称单位预算价格人工费材料费比率2-1343栏
11、杆（包括望柱）寻杖栏杆m538.07448.5089.5783.352-花m235.89148.2087.6962.83栏杆、什锦窗1344栏杆2-1345，直档栏杆一2 m134.0358.5075.5343.652-1347直折线型边框什锦窗桶座 （洞口面积在）。.5次以内1。份443.86137.50306.3630.982-1348（洞口面积在）0.8次以内10份585.91169.75416.1628.972-1349（洞口面积在）0.8nf以外10份795.81234.00561.8129.402-1350贴脸（洞口面积在）。.5m?以内10份214.84140.5074.3465
12、.402-1351（洞口面积在）0.8疗以内10份285.89175.50110.3961.392-1352（洞口面积在）0.8m2以外10份400.86242.75158.1160.562-1353无根条仔屉（洞口面积在）0.5曲以内1。扇165.11125.7539.3676.162-1354（洞口面积在）0.8nf以内1。扇207.05155.0052.0574.862-1355（洞口面积在）0.8irf以外10扇301.62213.5088.1270.782-1356带椽条仔屉（洞口面积在）0.5 nf以内10扇627.00526.50100.5083.972-1357（洞口面积在）0
13、.8nf以内1。扇770.02620.00150.0280.522-1358（洞口面积在）。.8nf以外10扇975.43752.50222.9377.152-1359曲线型边框什锦窗桶座（洞口面积在）0.5nf以内10份990.01620.00370.0162.632-1360（洞口面积在）0.8nf以内10份1178.06684.50493.5658.102-1361（洞口面积在）。.8nf以外1。份1521.18781.00740.1851.342-1362贴脸（洞口面积在）。.5nf以内1。份344.21199.00145.2157.812-1363（洞口面积在）。.8nf以内10份4
14、65.30248.75216.5553.462-1364（洞口面积在）0.8nf以外10份642.59330.50312.0951.432-1365无板条仔屉（洞口面积在）0.5。以内10扇258.71184.2574.4671.222-（洞口面积在）0.810扇330.05219.50110.5566.511366而以内2-1367（洞口面积在）。.5m2 8夕卜10扇456.79286.75170.0462.782-1368带根条仔屉（洞口面积在）0.5 nf以内1。扇815.73687.50128.2384.282-1369（洞口面积在）0.8以内1。扇958.89781.00177.8
15、981.452-1370（洞口面积在）0.8nf以外10扇1189.22936.00253.2278.712-1371卡子花四季花草团花（径在）10 cm以内10个148.91144.004.9196.702-1372，径在10 cm以外10个190.76180.0010.7694.362-1373四季花草卡子（宽在）10cm以内10个186.08180.006.0896.732-1374（宽在）10cm以外10个231.44216.0015.4493.332-1375福寿团花（径在）10cm以内10个220.91216.004.9197.782-1376（径在）10cm以外10个298.76
16、288.0010.7696.402-卡子花福寿卡子（宽在）10个294.08288.006.0897.93137710 cm以内2-1378（宽在）10cm以外10个375.44360.0015.4495.892-1381格窗.槛窗。面页10件206.8814.75192.137.13分部合计元17985.3911993.955991.4466.69五、木楼梯、天棚编号工程项目名称单位预算价格人工费材料费比率%2-1393木楼梯松木m219.8640.25179.6118.312-1394，硬木m2288.7048.00240.7016.632-1395栈板墙（罗汉板）板厚2 cm10 m26
17、75.56171.00504.5625.312-1396每增厚0.5 cm10 m2123.606.00117.604.852-1397井口天花（井口板见方在）60 cm以内10 m21309.92350.75959.1726.782-139870 cm以内10 m21507.25373.751133.5024.802-80 cm10 m21743.46390.001353.4622.371 -196平板板厚1。cm以外M3361.75111.25233.9330.751 197椽望板M31366.51609.10708.8744.571 198俄翼板M31554.83637.95866.26
18、41.031 199亭屋面板板厚6 cm以内M31107.24484.90581.5543.791-200亭屋面板板厚6 cm以外M3806.54337.00437.8941.781 206雨篷M3736.66249.00452.8133.801 -207阳台M3874.90291.75541.0733.351 -208古式栏板M3838.65243.25560.7529.001 209古式栏杆M31073.62578.75416.9953.911 -215梁垫.蒲鞋头.短机.云头.古式零件M32455.38992.351388.3840.421 -216其他零星构件M31557.21486.
19、701031.1131.251399以内2-1400五合板天棚（带压条仿井天花）10 m2807.09114.00693.0914.122-1401普通压条10 m2448.3352.75395.5811.772-1402不带压条10 m2456.3387.25369.0819.12分部合计元7580.11633.755946.3521.55第六章屋面工程2-1403护板灰10 m228.3810.0018.3835.242-1404泥背（每增厚5 cm）滑秸泥10 m237.2625.0012.2667.102-1405麻刀泥10 m248.4825.0023.4851.572-1406灰背
20、（每增厚5 cm）月白灰背10 m2122.2477.5044.7463.402-1407白灰背10 m2103.2162.5040.7160.562-1408青灰背（每增厚5 cm）平顶10 m2129.4582.5046.9563.732-，坡顶10 m2204.45157.5046.9577.0414092-1410望板勾缝10 m29.697.502.1977.402-1411锡背10 m25388.5195.005293.511.762-1412筒瓦裹垄头号10 m2606.99281.25325.7446.342-14131号瓦10 m2661.34281.25380.0942.5
21、32-14142号瓦10 m2743.3537.50405.855.042-1417筒瓦捉节夹垄头号瓦10 m2567.66225.00342.6639.642-14181号瓦10 m2625.48225.00400.4835.972-14192号瓦10 m2672.73253.25419.4837.652-1422筒瓦檐头附件（裹垄）头号瓦10m185.0076.00109.0041.082-1423-1号瓦10m194.1484.00110.1443.272-，2号10m192.7884.00108.7843.571424瓦2-1446正脊筒瓦过垄脊（裹垄）1号瓦m55.9620.2535
22、.7136.192-1447， ，2号瓦M58.7423.2535.4939.582-1442带吻（兽）正脊有陡板高在50 cm以下m151.3091.7559.5560.642-1443高在70 cm以下m163.4699.0064.4660.572-1444，高在70 cm以上m178.51103.5075.0157.982-1445无陡板正脊m71.7650.2521.5170.032-1446筒瓦过垄脊（捉节夹垄）1号m55.9620.2535.7136.192-14472号m58.7423.2535.4939.582-1470带陡板垂脊庞殿.攒尖建筑兽前m59.1549.759.40
23、84.11项目小计元11374.7225718503.7222.60编号工程项目名称单位预算价格人工费材料费比率2-1471兽后高40 cm以外m125.8393.7532.0874.512-1472，兽后高40 cm以内m110.1085.0025.1077.202-1473悬山.硬山建筑兽前m79.9758.5021.4773.152-1474兽后高40 cm以外m142.8399.5043.3369.662-1475兽后高40 cm以内m127.3591.0036.3571.462-1476带陡板垂脊歇山高在40 cm以外m144.0899.5044.5869.062-1477高在40c
24、m以内m128.5591.0037.5570.792-1478无陡板垂脊玲铛排山脊m87.0861.2525.8370.342-1479，攒头m69.5055.7513.7580.222-1480披水排山m76.6858.2518.4375.972-1481 披水梢垄m20.768.5012.2640.942-1482带陡板垂脊附件尻殿.攒尖建筑高40 cm外条251.1713.00238.175.182-1483，高在40 cm以内条119.2913.00106.2910.902-1484硬山悬山建筑高在40 cm内条189.7613.00176.766.852-1485高在40 cm外条9
25、6.9613.0083.9613.412-1486歇山建筑高在40外条146.780.00146.782-1487高在40 cm内条59.070.0059.072-1488无陡板垂脊附件玲铛排山脊条28.5115.6012.9154.722-1489披水排山脊条30.9517.1013.8555.252-1490披水梢垄条5.441.254.1922.982-1491俄脊（岔）脊.角脊带陡板兽前m61.9052.509.4084.812-1492 兽后高40 cm以上m125.9093.7532.1574.462-1493兽后高40 cm以下m110.1085.0025.1077.202-14
26、94，无陡板m59.0145.2513.7676.682-1495俄脊（角）脊附件带陡板40 cm以上m230.2715.00215.276.512-1496带陡板40 cm以下m114.7613.00101.7611.332-1497，无陡板m15.5613.002.5683.552-1498围脊有陡板高在4。cm以上m81.4049.2532.1560.502-1499 高在40 cm以下m69.8544.7525.1064.072-1500，无陡板m39.6827.7511.9369.932-1504吻.宝顶（局）60 cm以下份434.4252.50381.9212.092-15051
27、00 cm 以下份988.97124.75864.2212.612-1506100 cm 以上份1701.09281.001420.0916.522-1507合角吻（高）6。cm以下份244.8952.00192.8921.232-150860 cm以上份360.7567.50293.2518.712-1509宝顶安装宝顶座（宽）60cm以内份310.20216.5093.7069.792-15101!100 cm以内份676.52387.25289.2757.242-1511f/100 cm以外份1625.53948.50677.0358.352-1512宝顶珠（高）60cm以内份304.4
28、9229.7574.7475.45项目小计元9595.953686.95590938.42编号工程项目名称单位预算价格人工费材料费比率2-1513/ /100 cm以内份601.83450.75151.0874.902-1514，f100 cm以夕卜份1095.44866.00229.4479.052-1515琉璃瓦屋面六样10 m21814.77239.001575.7713.172-1516琉璃瓦屋面七样10 cm1908.61242.001666.6112.682-1517琉璃瓦屋面八样10 cm1892.41247.001644.9113.052-1518琉螭瓦屋面九样10 cm195
29、5.13258.751696.3813.232-1519竹节瓦10 cm317.24295.2521.9993.072-1520琉璃瓦檐头附件六样10m694.5890.00604.5812.962-1521琉璃瓦檐头附件七样10m700.6990.00610.9612.842-1522琉璃瓦檐头附件八样10m683.5498.50585.0414.412-1523琉璃瓦檐头附件九样10m672.6998.50574.1914.642-1524檐头琉璃瓦剪边六样10m1944.67230.751713.9211.872-1525檐头琉璃瓦剪边七样10m1939.81216.501723.311
30、1.162-1526檐头琉璃瓦剪边八样10m1836.95216.501620.4511.792-1527檐头琉璃瓦剪边九样10m1787.39208.251579.1411.652-1528星星瓦来瓦钉、安钉帽10m85.0828.2556.8333.202-1539星星瓦来瓦钉、安钉帽10m87.4827.5059.9831.442-1530星星瓦来瓦钉、安钉帽10m79.7926.7553.0433.532-1531星星瓦来瓦钉、安钉帽10m82.3026.2556.0531.902-1532带吻正脊六样m450.9227.90423.026.192-1533带兽正脊七样m443.552
31、6.70416.856.022-1534带吻正脊八样m424.8425.50399.346.002-1535带兽正脊九样m414.7724.30390.475.862-1536正吻安装六样m2326.18174.302151.887.492-1537正兽安装七样m1183.98174.301009.6314.722-1538正吻安装八样m1540.9169.901471.014.542-1539正兽安装九样m808.4469.90738.548.652-1540正吻安装八样份1006.0134.80971.213.462-正兽安装八样份417.5234.80382.728.3315412-15
32、42正吻安装九样份699.2127.90671.313.992-1543正兽安装九样份378.5027.90350.607.372-1544过垄脊六样m191.1830.00161.1815.692-1545过垄脊七样m187.9530.30157.6516.122-1546过垄脊八样m181.9430.90151.0416.982-1547过垄脊九样m179.9531.50148.4517.502-1548墙帽正脊六样m166.0422.50143.5413.552-1549墙帽正脊七样m165.0521.00144.0512.722-1550墙帽正脊八样m163.1419.20143.94
33、11.772-1551墙帽正脊九样m158.3317.70140.6311.182-1552虎殿.攒尖垂脊兽后六样m250.0432.40217.6412.962-1553虎殿.攒尖垂脊兽后七样m244.4827.90216.5811.412-1554虎殿.攒尖垂脊兽后八样m230.7226.40204.3211.44项目小计元32394.054964.527429.2715.33编号工程项目名称单位预算价格人工费材料费比率2-1555虎殿.攒尖垂脊兽后九样m223.5324.30199.2310.872-1556虎殿.攒尖垂脊兽前六样m161.2824.30136.9815.072-1557尻殿.攒尖垂脊兽前七样m161.2422.50138.7413.952-1558虎殿.攒尖垂脊兽前八样m158.5422.50136.0414.192-1559尻殿.攒尖垂脊兽前九样m152.6422.50130.1414.742-1560虎殿.攒尖垂脊附件六样m597.830.00597.832-1561庞殿.攒尖垂脊附件七样m528.670.00528.672-虎殿.攒尖垂脊附件八样m471.150.00471.151-229预制异形梁M3576.38190.00368.7632.961 231预制过梁M3295.8874.50211.91