1、工工程程费费用用汇汇总总表表工程名称：土建工程第 1 页共 2 页序号费用名称取费基础费率金额（元）1定额直接费：1）定额人工费分部分项人工费3173669.032 2）定额材料费分部分项材料费+分部分项主材费+分部分项设备费18307864.763 3）定额机械费分部分项机械费763493.354定额直接费小计定额直接费：1）定额人工费+2）定额材料费+3）定额机械费22245027.145综合工日综合工日合计+技术措施项目综合工日合计102455.236措施费：1）技术措施费技术措施项目人工费+技术措施项目材料费+技术措施项目机械费2890644.497 2）安全文明措施费现场安全文明施工
2、措施费350437.878 3）二次搬运费材料二次搬运费9 4）夜间施工措施费夜间施工增加费10 5）冬雨季施工措施费冬雨季施工增加费11 6）其他12措施费小计措施费：1）技术措施费+2）安全文明措施费+3）二次搬运费+4）夜间施工措施费+5）冬雨季施工措施费+6）其他3241082.3613调整：1）人工费差价人工价差981692.5814 2）材料费差价材料价差3959339.3215 3）机械费差价机械价差168880.6316 4）其他17调整小计调整：1）人工费差价+2）材料费差价+3）机械费差价+4）其他5109912.5318直接费小计定额直接费小计+措施费小计+调整小计305
3、96022.0319间接费：1)企业管理费分部分项管理费+技术措施项目管理费1866593.9920 2)规费：工程排污费+工程定额测定费+社会保障费+住房公积金+意外伤害保险1002012.1521 工程排污费22 工程定额测定费综合工日023 社会保障费综合工日748766365.1224 住房公积金综合工日170174173.8925 意外伤害保险综合工日6061473.14法定代表人：编制单位（盖章）：编制日期：工工程程费费用用汇汇总总表表工程名称：土建工程第 2 页共 2 页序号费用名称取费基础费率金额（元）26间接费小计间接费：1)企业管理费+工程排污费+工程定额测定费+社会保障费
4、+住房公积金+意外伤害保险2868606.1427工程成本直接费小计+间接费小计33464628.1728利润分部分项利润+技术措施项目利润1411094.3529 1)总承包服务费总承包服务费30 2)零星工作项目费零星工作项目费31 3)优质优价奖励费优质优价奖励费32 4)检测费检测费33 5)其他其他项目其他费34其他费用小计1)总承包服务费+2)零星工作项目费+3)优质优价奖励费+4)检测费+5)其他35税前造价合计工程成本+利润+其他费用小计34875722.5236税金税前造价合计3.4131190308.4137甲供材料费甲供材料费38工程造价总计税前造价合计+税金-甲供材料费
5、36066030.93法定代表人：编制单位（盖章）：编制日期：工工 程程 预预 算算 表表工程名称:土建工程第1页 总11页序号编号名称单位工程量单价合价其中综合工日人工合价材料合价机械合价管理费合价利润合价含量合计0101土石方工程124269.5511-1平整场地100m226.341464.1312225.519174.471557.531493.528.1213.3621-5 R*2人工挖土方一般土深度(m)4以内 配合机械挖土：人工乘以系数2100m310.0152960.3329646.5226230.441891.061525.0230.4630531-38机械挖土一般土1000
6、m39.0132533.5522835.141302.2120272.44641.28619.28.1873.7141-59*0.5凿、截钢筋混凝土预制方桩凿、截预制板、管桩：单价乘以系数0.510根39.4586.5623110.466632.99806.9112843.221443.221384.125.02197.6951-B4回填土 夯填100m333.1871091.0536208.5725943.531637.444404.234223.3618.18603.3461-128原土打夯100m22.72662.12169.32112.5219.3819.1118.320.962.62
7、71-128原土打夯100m20.35262.1221.8614.532.52.472.360.960.3481-128原土打夯100m20.8462.1252.1734.675.975.895.640.960.810102桩与地基基础工程2038991.912-15换预制钢筋混凝土离心管桩直径(mm)400以上压桩桩间净距小于4倍桩径：人工和机械乘以系数1.1310m879.252152.07 1892207.643021.7 1650756.7 172711.0815000.0110718.061.351190.522-15换预制钢筋混凝土离心管桩直径(mm)400以上压桩打试验桩：人工和
8、机械乘以系数2桩间净距小于4倍桩径：人工和机械乘以系数1.1310m11.252397.4326971.091100.9321121.434419.68191.93137.141.3515.2332-16预制钢筋混凝土离心管桩直径(mm)400以上送桩10m193.23412.4279691.9211962.8711489.4648154.854716.7433681.94374.2942-17换钢筋混凝土离心管桩内灌注混凝土(C15-20（32.5水泥）现浇碎石砼)换为【C60商品砼最大粒径20mm】m377.32518.940121.354472.1933402.241310.57936.
9、351.351040103砌筑工程729563.613-6换砖墙1砖(M2.5混合砌筑砂浆)换为【水泥砂浆M10 砌筑砂浆】10m317.0792625.5144840.049972.8831800.52316.811564.571185.2513.88237.0523-8换砖墙1/2砖(M5混合砌筑砂浆)换为【水泥砂浆M10 砌筑砂浆】10m30.4032841.81145.25301755.646.2346.8635.517.627.133-16零星砌砖(M5混合砌筑砂浆)10m30.2323000.81696.19205.8430.443.7331.9924.2320.894.85编制人
10、：证号：编制日期：工工 程程 预预 算算 表表工程名称:土建工程第2页 总11页序号编号名称单位工程量单价合价其中综合工日人工合价材料合价机械合价管理费合价利润合价含量合计43-58女儿墙10m31.5252129.533247.32629.482385.927.55121.05103.339.6814.7653-58换加气 混凝土块墙(M5混合砌筑砂浆)换为【混合砂浆 M7.5 砌筑砂浆】10m3300.3942133.68 640945.31 124002.77 471255.571486.9523845.320354.729.682907.8263-58换加气 混凝土块墙(M5混合砌筑砂
11、浆)圆弧形墙：人工乘以系数1.1 换为【混合砂浆 M7.5 砌筑砂浆】10m317.7892174.9638689.498077.4527906.5888.051412.061205.369.68172.190104混凝土及钢筋混凝土工程9979927.214-7换满堂基础混凝土无梁式(C20-40（32.5水泥）现浇碎石砼)换为【C30商品砼 最大粒径20mm】10m32.1643441.367445.73751.725966.3417.89430.06279.718.0817.4824-7换满堂基础混凝土无梁式(C20-40（32.5水泥）现浇碎石砼)换为【C30商品砼 最大粒径20mm】
12、10m351.3593441.36 176743.0917844141626.2424.7310208.536639.638.08414.9834-11换桩承台基础混凝土独立(C20-40（32.5水泥）现浇碎石砼)换为【C35商品砼 最大粒径20mm】10m3107.6954016.62 432569.4956033.66322739890.6432056.4620849.7312.11303.1144-13换基础垫层混凝土(C10-40（32.5水泥）现浇碎石砼)换为【C15商品砼 最大粒径20mm】10m322.5263127.3670448.1611633.3150509.82188.
13、775410.842705.4212.01270.5454-16换矩形柱柱断面周长(m)1.8以上(C20-40（32.5水泥）现浇碎石砼)换为【C30商品砼最大粒径20mm】10m375.8384086.82 309936.6650480.87 207251.881018.5128879.9122305.515.481173.9764-16换矩形柱柱断面周长(m)1.8以上(C20-40（32.5水泥）现浇碎石砼)换为【C40商品砼最大粒径20mm】10m322.5084442.0799981.6714982.1669505.97302.288571.236620.0215.48348.42
14、74-16换矩形柱柱断面周长(m)1.8以上(C20-40（32.5水泥）现浇碎石砼)换为【C45商品砼最大粒径20mm】10m382.5194543.57 374932.6754928.21263201.41108.2431424.2124270.6115.481277.484-18换圆柱直径(m)0.5以内(C20-40（32.5水泥）现浇碎石砼)换为【C45商品砼 最大粒径20mm】10m32.9184680.3913657.382124.279339.9939.191215.29938.6316.9349.494-20换构造柱(C20-40（32.5水泥）现浇碎石砼)换为【现浇碎石混凝
15、土 粒径40(32.5水泥)C25】10m311.1473511.339141.8712702.4621149.63149.713456.251683.8126.5295.41104-21换基础梁(C15-40（32.5水泥）现浇碎石砼)换为10m30.0653513.92229.4624.65178.930.8814.110.898.780.57编制人：证号：编制日期：工工 程程 预预 算算 表表工程名称:土建工程第3页 总11页序号编号名称单位工程量单价合价其中综合工日人工合价材料合价机械合价管理费合价利润合价含量合计【C30商品砼 最大粒径20mm】114-21换基础梁(C15-40（3
16、2.5水泥）现浇碎石砼)换为【C35商品砼 最大粒径20mm】10m31.8923767.677127.3714.195663.5425.41408.59315.578.7816.61124-21换基础梁(C15-40（32.5水泥）现浇碎石砼)换为【C40商品砼 最大粒径20mm】10m30.353869.171354.21132.141083.394.775.658.398.783.07134-25换T、十、工异形梁(C20-40（32.5水泥）现浇碎石砼)换为【C40商品砼 最大粒径20mm】10m311.8973852.3745831.654368.8236873.32159.7824
17、99.321930.418.54101.6144-26圈(过)梁(C20-40（32.5水泥）现浇碎石砼)10m33.9723027.7912025.173345.567272.5253.34910.29443.4719.5977.8154-26换圈(过)梁(C20-40（32.5水泥）现浇碎石砼)换为【现浇碎石混凝土 粒径40(32.5水泥)C10】10m30.0282883.1681.0223.6747.390.386.443.1419.590.55164-26换过梁(C20-40（32.5水泥）现浇碎石砼)换为【现浇碎石混凝土 粒径40(32.5水泥)C25】10m32.4743151.
18、017795.912084.114835.2633.23567.06276.2619.5948.47174-26换圈(过)梁(C20-40（32.5水泥）现浇碎石砼)换为【现浇碎石混凝土 粒径40(32.5水泥)C25】10m33.3723151.0110626.472840.816590.8545.29772.95376.5619.5966.07184-26换圈(过)梁(C20-40（32.5水泥）现浇碎石砼)换为【现浇碎石混凝土 粒径40(32.5水泥)C30】10m31.14332723740.559632372.5315.35262.02127.6519.5922.4194-30换墙厚
19、(mm)200以内(C20-20（32.5水泥）现浇碎石砼)换为【C30商品砼 最大粒径20mm】10m33.2033879.6612424.611678.658854.0868.79925.2897.8812.1939.04204-31换墙墙厚(mm)300以内(C20-20（32.5水泥）现浇碎石砼)换为【C35商品砼 最大粒径20mm】10m326.6264006.62 106681.0712491.1580051.94571.936884.746681.3110.91290.49214-33换有梁板板厚(mm)100以内(C20-20（32.5水泥）现浇碎石砼)换为【C30商品砼 最大
20、粒径20mm】10m3244.2683521.68 860234.4379721.81 696213.223280.5243938.9637079.917.591854224-33换有梁板板厚(mm)100以内(C20-20（32.5水泥）现浇碎石砼)换为【C40商品砼 最大粒径20mm】10m338.223876.93 148177.4312473.96 122513.26513.36875.075801.847.59290.09234-34换有梁板板厚(mm)100以上(C20-40（32.5水泥）10m337.4283541.35 132547.0613181.16 105467.625
21、02.667264.856130.778.19306.54编制人：证号：编制日期：工工 程程 预预 算算 表表工程名称:土建工程第4页 总11页序号编号名称单位工程量单价合价其中综合工日人工合价材料合价机械合价管理费合价利润合价含量合计现浇碎石砼)换为【C30商品砼 最大粒径20mm】244-34换有梁板板厚(mm)100以上(C20-40（32.5水泥）现浇碎石砼)换为【C40商品砼 最大粒径20mm】10m3101.463896.6 395347.8735731.06 321941.771362.619693.3316619.18.19830.95254-36换平板板厚(mm)100以内(
22、C20-20（32.5水泥）现浇碎石砼)换为【C30商品砼 最大粒径20mm】10m30.1133474.85393.0136.86325.771.8216.212.347.580.86264-42换雨篷(C20-20（32.5水泥）现浇碎石砼)换为【现浇碎石混凝土 粒径20(32.5水泥)C30】10m30.1623806.42616.64148.24360.684.368.9534.4721.283.45274-47换直形整体楼梯(C20-40（32.5水泥）现浇碎石砼)换为【C30商品砼最大粒径20mm】10m245.5041013.9546138.789157.2230334.7925
23、8.014259.172129.594.68212.96284-47换直形整体楼梯(C20-40（32.5水泥）现浇碎石砼)换为【C40商品砼 最大粒径20mm】10m225.28109927782.725087.3519002.72143.342366.211183.14.68118.31294-62换后浇带满堂基础(C25-40（32.5水泥）现浇碎石砼)换为【C40商品砼 最大粒径20mm】10m32.8433856.9610963.791232.18848.5923.51573.07286.5310.0828.65304-168现浇构件钢筋级钢筋10以内t34.5314172.87 1
24、44093.3715323.48 117140.55906.447148.613574.310.35357.4314-170现浇构件钢筋级钢筋综合t23.3143949.3892075.856786.9477616.271167.83883.182621.667.03163.85324-171现浇构件钢筋级钢筋综合t1357.8384361.38 5922047.5 395280.22 5079902.868014.11226161.5 152688.887.039542.89334-175砌体加固钢筋不绑扎t20.2364084.882660.018788.4967740.014087.67
25、2043.8410.1204.38344-188电渣压力焊 接头10个181112.2920324.497160.364655.323051.663638.11819.051.01181.91354-190锥螺纹接头25以内10个1699.2109.86 186674.1154799.286659.26983.7125488127440.751274.4364-195商品混凝土运输费运距3km内10m3850.995197.12 167748.1917087.99135903.959837.514918.750.58491.88374-197现场搅拌混凝土加工费10m320.725450.08
26、9327.822718.063793.261877.67938.834.5393.880106金属结构工程21267.116-42零星钢构件t2.219623.1221267.13725.1811345.682079.482463.821652.9547.04103.960107屋面及防水工程991954.6517-1231.5厚自粘聚合物改性沥青防水卷材100m230.8415399.71 166530.8412227.1146455.74151.473696.579.22284.35编制人：证号：编制日期：工工 程程 预预 算算 表表工程名称:土建工程第5页 总11页序号编号名称单位工程量
27、单价合价其中综合工日人工合价材料合价机械合价管理费合价利润合价含量合计27-1241.5厚自粘聚合物改性沥青卷材（无胎）100m210.5535595.9859052.75445.1950112.451848.831646.2212126.6337-B13+3厚双面自粘型聚酯胎改性沥青防水卷材100m221.4468457.51 181379.769148.01 166360.053106.022765.689.92212.7447-B1优质SBS改性沥青防水卷材(厚3mm、2层冷贴)100m20.4348457.513668.87185.043365.0662.8355.949.924.35
28、7-127高聚物改性沥青卷材防水层(冷贴)厚4mm平面100m230.8415194.66 160206.9511404.89 141481.713872.363447.998.6265.2367-128高聚物改性沥青卷材防水层(冷贴)厚4mm立面100m210.5535597.0859064.316230.2148835.152115.391883.5513.73144.8977-155水泥基渗透结晶型防水涂料100m20.1012611.66264.322.19227.867.546.715.10.5287-157聚氨酯涂膜二遍厚1.5mm平面100m221.4783683.9279123
29、.64710.1571390.21599.2614245.1109.5497-B4氯丁胶泥防水素浆 立面100m21.686178.79301.3786.98158.5629.5326.31.22.02107-B5换10厚氯丁胶泥防水砂浆 立面换100m21.6861314.132215.1886.44720.5127.09307.37273.6912.4921.05117-162水泥防水砂浆平面(1:2水泥砂浆)100m24.011123.434505.41415.792091.1862495.36441.068.4633.93127-163花池外墙抹灰100m20.061430.5686.
30、4131.7632.850.9711.019.8112.490.75137-167氯丁胶泥防水素浆平面100m21.69171.71290.1483.56152.9528.3725.261.151.94147-168换10氯丁胶泥防水砂浆平面 换100m21.691011.871709.76596.51692.5726.12208.71185.838.4614.29157-178换铝合金板盖面缝宽50mm100m2.3129839.9522749.962751.8318231.83934.35831.9527.6864167-203楼地面、屋面找平层细石混凝土在硬基层上厚30mm(C20-16
31、（32.5水泥）现浇碎石砼)100m223.0541085.0425014.847142.6813195.3692.222425.082159.57.21166.11177-203换楼地面、屋面找平层细石混凝土在硬基层上厚35mm(C20-16（32.5水泥）现浇碎石砼)换100m26.9661179.018212.872158.184641.5927.86732.74652.57.2150.19187-203-7-204楼地面、屋面找平层细石混凝土在硬基层上厚30mm(C20-16（32.5水泥）现浇碎石砼)减少子目7-204100m26.966727.55067.691452.742663
32、.6218.88493.26439.24.8533.78197-203换C25耐磨混凝土面层最薄处50厚100m25.2731758.449271.551633.566568.3921.09554.62493.887.2137.99207-203换楼地面、屋面找平层细石混凝土在硬基层上厚35mm(C20-16（32.5水泥）现浇碎石砼)换为【现浇碎石混凝土 粒径16(32.5水泥)C15】100m20.6541150.1752.51202.72417.062.6268.8361.297.214.71217-204楼地面、屋面找平层细石混凝土厚度每增减10mm(C20-16（32.5水泥）现浇碎
33、石砼)100m214.037357.545018.791421.532666.7518.11482.59429.812.3633.06227-204换C25耐磨混凝土面层最薄处50厚100m25.273417.042198.89533.961315.416.8181.27161.452.3612.42编制人：证号：编制日期：工工 程程 预预 算算 表表工程名称:土建工程第6页 总11页序号编号名称单位工程量单价合价其中综合工日人工合价材料合价机械合价管理费合价利润合价含量合计237-206地面3找平层水泥砂浆在混凝土或硬基层上厚20mm(1:3水泥砂浆)100m25.273875.964618
34、.591462.362099.7181.51515.77459.246.735.33247-206楼地面、屋面找平层水泥砂浆在混凝土或硬基层上厚20mm(1:3水泥砂浆)100m223.652875.9620717.776559.749418.74365.652313.592060.056.7158.47257-206+7-207*2楼地面、屋面找平层水泥砂浆在混凝土或硬基层上厚30mm(1:3水泥砂浆)100m25.8491274.347453.492291.193498.17133.82809.49720.829.4855.45267-206换楼地面、屋面找平层水泥砂浆在混凝土或硬基层上厚
35、20mm(1:3水泥砂浆)实际厚度(mm):10100m214.037477.586703.792287.612784.52112.86803.48715.333.9255.03277-206换楼地面、屋面找平层水泥砂浆在混凝土或硬基层上厚20mm(1:3水泥砂浆)实际厚度(mm):15换为【水泥砂浆 1:2.5】100m27.62711.025418.111677.662534.189.54590.79526.025.3140.46287-206换楼地面、屋面找平层水泥砂浆在混凝土或硬基层上厚20mm(1:3水泥砂浆)换为【水泥砂浆1:2】100m25.514943.995204.69152
36、9.172570.7285.24539.33480.236.736.94297-206换楼地面、屋面找平层水泥砂浆在混凝土或硬基层上厚20mm(1:3水泥砂浆)换为【水泥砂浆1:2.5】100m20.693921.77638.79192.2307.7210.7167.7960.366.74.64307-215水泥砂浆找平层墙面厚20mm(1:3水泥砂浆)100m233.9461345.2845667.0117983.2915214.64640.226257.285571.5712.63428.57317-215换水泥砂浆找平层墙面厚20mm(1:3水泥砂浆)实际厚度(mm):10100m236
37、.304860.7831249.8413300.379072.39234.524571.784070.788.63313.12327-215换水泥砂浆找平层墙面厚20mm(1:3水泥砂浆)换为【水泥砂浆 1:2】100m212.1491420.7217259.96435.96361.55229.122239.371993.9712.63153.38337-216水泥砂浆找平层柱面厚20mm(1:3水泥砂浆)100m20.091700.39152.3566.8540.161.6923.120.5617.661.58347-216换水泥砂浆找平层柱面厚20mm(1:3水泥砂浆)换为【水泥砂浆 1:
38、2】100m20.091775.83159.1166.8546.921.6923.120.5617.661.58357-220屋面钢筋网片100m214.0371615.1422671.723899.216017.06252.671323.971178.836.4690.68367-220钉挂钢丝网墙面100m216.9351615.1427352.884704.2919324.19304.841597.341422.236.46109.40108防腐、隔热、保温工程255869.1918-171水泥加气混凝土 碎料1:810m39.4752054.319464.494094.6212998.
39、751418.88952.2410.0595.22编制人：证号：编制日期：工工 程程 预预 算算 表表工程名称:土建工程第7页 总11页序号编号名称单位工程量单价合价其中综合工日人工合价材料合价机械合价管理费合价利润合价含量合计28-173水泥炉渣1:810m34.0351848.187457.961922.584422.08666.19447.1111.0844.7138-183挤塑聚苯乙烯泡沫塑料板厚90mm干铺100m219.8861692.8133663.053334.8728397.071155.57775.553.977.5648-184换干挂花岗岩下100m220.4941641
40、.6533644.633754.1627716.631300.78873.064.2687.3158-198换墙面贴聚苯乙烯泡沫板保护层50厚100m210.5532804.0629590.42899.5725011.81004.72674.326.3967.4368-207换聚苯板外墙面保温涂料饰面下100m219.5516754.2 132048.6617654.19 103780.45391.016117.384105.6321410.560109室外工程8647.7219-126钢盖板安装套3246.83740.4925.8704.495.764.440.20.629-127铸铁篦子安
41、装地沟(1:3水泥砂浆)m225.03315.917907.23150.687696.9833.5426.030.143.50111建筑物超高施工增加费430298.39111-3多、高层建筑物超高增加费13-15层檐高(m以内)50100m2109.9353914.12 430298.39 154863.0942300.75 120048.9159063.6254022.0132.763601.470112建筑工程措施项目费101408.61112-278混凝土泵送费0.00以下100m324.291110026719.8825787.6528.08404.21.0425.26212-280
42、混凝土泵送费0.00以上泵送高度(m)50以内100m355.1371354.6174688.7372043.821498.061146.841.371.680201楼地面工程1957583.91借1-11水磨石楼地面100m21.9864797.979526.854009.482345.25601.461538.641032.0247.2593.822借1-19换40厚C25细石混凝土（用石灰石、白云石做骨料）100m21.6481654.422725.82789.231389.5730.56309.12207.3311.4418.853借1-25花岗岩楼地面 散水100m22.726183
43、85.0850112.213747.0543409.58175.731451.91327.9632.4888.534借1-25烧毛花岗石楼地面 坡道100m20.35218385.086469.71483.765604.3722.69187.45171.4532.4811.435借1-25花岗岩楼窗台板100m23.7818385.0869495.65196.460200.39243.72013.491841.6232.48122.776借1-36地板砖楼地面 规格(mm)300300卫生间地砖100m26.9665735.939953.4110156.623153.04340.063915.
44、932387.7734.28238.787借1-40地板砖楼地面 规格(mm)800800100m2179.4787759.39 1392641.4 232916.0410066868428.389834.2254776.7530.525477.678借1-462厚防静电橡胶板楼地面100m20.71110293.697314.7479.736529.28182.97122.7215.711.169借1-703厚树脂砂浆面层100m20.2993053.75912.77449.84165.617.39173.53116.3935.410.58编制人：证号：编制日期：工工 程程 预预 算算 表表
45、工程名称:土建工程第8页 总11页序号编号名称单位工程量单价合价其中综合工日人工合价材料合价机械合价管理费合价利润合价含量合计10借1-70水泥砂浆踢脚线100m21.2013053.753668.161807.81665.5429.71697.37467.7535.442.5211借1-70换水泥砂浆踢脚线 换为【混合砂浆 1:0.5:2】换为【混合砂浆 1:1:6】100m20.2992969.98887.73449.84140.577.39173.53116.3935.410.5812借1-77地板砖 踢脚线100m212.148141.2698836.5234036.2640686.9
46、1565.1313046.9510501.2765.53795.5513借1-90地板砖 楼梯面层100m25.61113376.0175050.1226478.7730550.53977.68102016842.15110.86622.0114借1-96楼梯防滑条 缸砖100m8.848586.075185.551613.172544.42615.29412.674.2437.5215借1-102护窗栏杆10m85.6911224.9 104962.9124208.5659864.594431.089851.046607.637.01600.6916借1-108换 坡道栏杆10m4.3971
47、467.696453.431368.873490.16639.02571.83383.557.9334.8717借1-108换 楼梯栏杆10m14.1371467.6920748.734401.1311221.392054.531838.521233.177.93112.1118借1-120台阶面层 花岗岩100m20.8424016.8820171.781995.0316555.93147.89769.3703.6355.8546.9119借1-136换 地面垫层 3:7灰土10m38.177991.038103.653157.473077.25206.47995.06667.417.426
48、0.6720借1-136换 地面垫层 3:7灰土10m30.528991.03523.16203.84198.6613.3364.2443.097.423.9221借1-136换 地面垫层 3:7灰土10m32.52991.032497.1972.96948.2463.62306.62205.667.4218.722借1-15250厚C20细石混凝土保护层10m310.4242280.323770.764258.3716711.5687.361624.121089.359.599.0323借1-15260厚LC7.5轻集料 混凝土10m30.4162280.3948.38169.9666.74
49、3.4964.843.469.53.9524借1-152换地面垫层 混凝土换为【现浇碎石混凝土粒径40(32.5水泥)C15】10m30.842321.411949.75343.11380.997.04130.8687.779.57.9825借1-154散水、坡道混凝土垫层10m31.6352857.864673.74939.53107.0128.57358.32240.3413.3621.850202墙、柱面工程4685881.91借2-10换混合砂浆 加气混凝土墙 换厚8 1:1:6100m2188.591327.38 250330.86 130155.5332105.63556.8150
50、583.6633929.2616.363085.342借2-10换混合砂浆 加气混凝土墙 厚8mm1:1:6水泥石膏砂浆100m225.1541326.3733362.9817359.764256.74474.46746.74525.3816.36411.513借2-10换6厚1:1:6水泥石灰砂浆+6厚1:0.5:2.5水泥石灰砂浆100m223.9531151.4827580.9412246.256559.66214.145069.813491.0912.04288.394借2-22换水泥砂浆 加气混凝土墙 厚15+5mm100m21.8541215.462253.711272.5123.
