1、一、工作内容 二、有关规定及说明 三、工程量计算规则 51第四章木构件及木基层说明 52 53第五章木装修说明 56 二、有关规定及说明 5三、工程量计算则 58第六章屋面工程说明59一、工作内容 59二、有关规定及说明 60三、工程量计算规则 61第七章油漆彩画工程说明 62一、立闸山花板、博缝板、挂檐(落)板 63(一)、说明 63(二)、工程量计算规则 63二、连檐、瓦口、椽头 63(一)、说明 63(二)、工程量计算规则 64三、椽子、望板 64(一)、说明 64 (二)工程量计算规则 64四、上架木件 64(一)、说明 64(二)工程量计算规则 66五、斗拱、垫拱板66 (一)工程量
2、计算规则 66六、雀替、花活 67(一)、说明67(二)工程量计算规则 68七、天花、顶棚(一)、说明 69(二)、工程量计算规则69八、下架木件 (二)、工程量计算规则 70九、装飾装修 70(一)、说明 70(二)、工程量计算规则 70十、断白、汉文锦 71(一)、说明 71第八章玻璃裱工程一、工作内容72二、有关规之下定72三、工程量计算规则72附录:砼、砂浆配合比说明 72第一篇仿古建筑通用工程预算定额第一章脚手架工程编号工程项目名称单位预算价格人工费材料费比率1115砌筑用单排钢管脚手架高在6m下1093.6341.2538.1344.0561116砌筑用单排钢管脚手架高在12m下8
3、4.7843.5032.6151.3091119砌筑用双排钢管脚手架高在6m下118.3756.2543.5947.521120砌筑用双排钢管脚手架高在12m下113.0655.2542.8348.8681124苫背窳瓦双排齐檐钢管架高6m下127.4755.5045.2443.541125苫背窳瓦双排齐檐钢管架高12m下77.3732.7532.4242.3291130外檐窗望油漆双排钢管架高6m下127.8859.9234.0161131外檐窗望油漆双排钢管架高12m下78.1324.7543.2931.6781135内檐装饰满堂钢管脚手架高5m下96.4341.0043.3342.518
4、1136内檐装饰满堂钢管脚手架高8m下174.1563.0086.6936.1761140内檐及廊步椽望油漆架层高均5m120.3361.0039.4150.6941141内檐及廊步椽望油漆架层高均9m200.3386.5087.3643.1791142内檐及廊步椽望油漆架层高均12m270.37102.25137.3637.8191145油画活用歇山脚手架(山花板高)3m下座181.22122.2524.4367.461146油画活用歇山脚手架(山花板高)5m下285.73193.2556.4367.631149瓦活用歇山排山架山花板高3m下167.75121.0012.2172.13115
5、0瓦活用歇山排山架山花板高5m下246.90192.0018.8577.761151护头棚木杆架276.0552.00211.4418.841152护头棚钢管架279.4265.00195.0123.261153木构架安装起重架(檐高在)6m下317.77158.50115.4049.881154木构架安装起重架(檐高在)12m下325.81149.50127.4045.891155木构架安装起重架(檐高在)18m下384.97175.00152.4845.461156屋面脚手架不带吻兽17.889.005.6050.341157屋面脚手架带吻兽22.0011.506.9752.27分部合计元
6、46.695说明:1、本分部预算价格中包括机械费共573.9元。第二章砼及钢筋砼工程1160砼带形基础有梁式M259.9453.75199.0020.681161砼带形基础无梁式207.5834.50167.4716.621164独立基础无筋345.2873.00263.5321.141165独立基础钢筋255.5058.75189.1322.991167整板基础无梁式194.3325.50164.1113.12项目小计19.441168整板基础有梁式226.0746.50172.6420.571169矩形柱断面周长70以内993.07494.25476.5249.771170矩形柱断面周长1
7、00以内820.81374.75394.4145.681173圆形柱直径20以内1157.87474.25619.7340.961174圆形柱直径30以内897.51356.75491.7239.751175圆形柱直径30以外644.96242.75367.6337.641176预留部位浇捣1287.97544.75696.5942.2951177矩形梁高20以内931.60440.00433.0247.231178矩形梁高30以内719.12323.00352.3044.921179矩形梁高30以上561.47235.75292.9241.991180构造柱412.42160.00213.7
8、138.7951182圆形梁直径30以内837.22293.25503.2535.031184圈梁409.89178.50204.0343.551185过梁623.42312.00266.9750.051186老嫩梁1140.82434.25647.1738.061187矩形桁条、梓桁断面高20以内1074.38514.25483.3147.861188矩形桁条、梓桁断面高20以外746.86338.50362.5945.321189圆形桁条、梓桁直径15以内1216.31482.50669.2939.671190圆形桁条、梓桁直径15以外935.02360.50525.3838.561191
9、枋子1082.26541.50500.2050.031192连机1452.99751.50647.8351.721193有梁板板厚10以内452.82156.75273.8634.621194有梁板板厚10以外401.63136.50245.5633.991195平板板厚10以内468.30169.75274.2336.251196平板板厚10以外361.75111.25233.9330.751197椽望板1366.51609.10708.8744.571198戗翼板1554.83637.95866.2641.031199亭屋面板板厚6以内1107.24484.90581.5543.79120
10、0亭屋面板板厚6以外806.54337.00437.8941.781206雨篷736.66249.00452.8133.801207阳台874.90291.75541.0733.351208古式栏板838.65243.25560.7529.001209古式栏杆1073.62578.75416.9953.911215梁垫.蒲鞋头.短机.云头.古式零件2455.38992.351388.3840.421216其他零星构件1557.21486.701031.1131.251229预制异形梁576.38190.00368.7632.961231预制过梁295.8874.50211.9125.18123
11、2预制老嫩梁711.93201.25490.9528.271234预制中式屋架594.59250.25323.4342.091235预制桁条梓桁矩形高20内357.77133.00210.1837.171236预制桁条梓桁矩形高20外317.06106.50197.8233.591237预制桁条梓桁圆形直径15内677.15213.00444.5131.4640.70编1238预制桁条梓桁圆形直径15外544.83164.75363.5830.241239预制枋子420.50172.25231.191240预制连机460.30198.00243.6243.021241预制平板280.5674.
12、25194.9926.461245预制椽望板598.17230.00344.7438.45预制戗翼板862.62238.50600.1627.651247预制椽子方直形高8以内533.69253.75270.5747.541248预制椽子方直形高8以外443.34194.50240.8643.871249预制椽子圆直形直径8以内637.58329.75296.581250471.15236.00225.9950.091284中式屋架安装205.5784.7534.3341.231286老嫩戗安装175.8076.5019.4143.571287枋桁梓连机椽子安装86.9226.7519.9430.781288矩.圆形梁安装电焊88.0411.8835.501289矩.圆形梁安装无电焊61.1722.750.5737.191290过梁安装118.9354.500.1845.831293平板安装136.4340.2544.6029.501294椽望板.戗翼板.亭屋面板安装184.8978.5022.8742.461296斗拱.梁头.云头.短机等小星构件安装电焊186.68112.5024.7160.261297斗拱.梁头.云头.短机等小星构件安装无焊150.13104.754.956
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