3施工图预算_secret

1、 PAGE 106隘1. 施工爱图预算搬1.1 施八工图预算书稗1.1.1鞍 施工预算扒书封面建 设 单 位：河南XX置业有限公司工 程 名 称：XX城一期1#工程建 筑 面 积：3381.54平方米工 程 造 价：3,601,306.55元施 工 单 位：大成集团编 制 单 位：编 制 日 期：编 制 人 ：审 核 人 ：唉1.1.2拌 编制说明一、编制依据 1、河南省08建筑工程定额 2、河南省08装饰装修工程定额 3、郑州市2013年第一季度信息价二、造价分析工程总费用：3,601,306.55元单方造价：1064.99元/平方米绊1.1.3哀 单位工程办费用表序号费用名称取费基础费率金

2、额（元）1定额直接费：1）定额人工费分部分项人工费616810.152 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1772468.023 3）定额机械费分部分项机械费1358484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2525126.175综合工日综合工日合计+技术措施项目综合工日合计14938.456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7 2）安全文明措施费现场安全文明施工措施费98814.387.1 2.1）基本费安全文明基本费98814.387.2 2.2）考评费安全文明考评费7.3 2.3）

3、奖励费安全文明奖励费8 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149739.213调整：1）人工费差价人工价差344266.1214 2）材料费差价材料价差140574.3715 3）机械费差价机械价差16 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484840.4918直接费小计定额直接费小计+措施费小计+调整小计3159705.8619间接费：1)

4、企业管理费分部分项管理费+技术措施项目管理费216511.92序号费用名称取费基础费率金额（元）20 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115175.4621 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24 住房公积金综合工日17025390.5425 意外伤害保险综合工日608960.3126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+住房公积金+意外伤害保险331687.3827工程成本直接费小计+间接费小计3491393.2428利润分部分项利润+技术措施项目利润146102.0329 1)总承包

5、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3637495.2736税金税前造价合计3.477126475.7137甲供材料费市场价甲供材料费38工程造价总计税前造价合计+税金-甲供材料费3601306.55扒1.1.4凹 单位工程袄概预算表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11-1平整场地100m29

6、.769464.134534.273402.68577.66553.928.179.1321-2人工挖土方一般土深度(m)1.5以内100m37.0971061.457533.545976.79861.77694.9819.5813931-38机械挖土一般土1000m31.0322533.552614.37149.092320.9773.4270.898.188.4441-48装载机装运土方运距20m以内1000m30.1641636.37268.0437.33207.2911.9111.58.361.3751-127回填土夯填100m35.463000.4116381.9412019.819

7、5.44269.392040.581956.7251.2279.5363-1砖基础(M5水泥砌筑砂浆)10m31.9772516.794975.44993.733581.7339.1194.69166.212.0123.7473-55多孔砖墙1砖及以上(M5混合砌筑砂浆)10m3129.6382552.52330903.5969457.45234397.172004.213510.8711533.8912.711647.783-58加气 混凝土块墙(M5混合砌筑砂浆)10m33.1162129.536635.621286.284875.4215.42247.35211.149.6830.169

8、4-3带形基础混凝土无梁式(C15-40（32.5水泥）现浇碎石砼)10m322.2342319.4351569.748260.337746.77183.8738421536.88.64192.1104-13基础垫层混凝土(C10-40（32.5水泥）现浇碎石砼)10m36.9132488.2317202.133570.2911083.0157.931660.6830.312.0183.03114-18圆柱直径(m)0.5以内(C20-40（32.5水泥）现浇碎石砼)10m30.1863269.23607.1135.19332.342.4977.3459.7316.933.14124-20构造

9、柱(C20-40（32.5水泥）现浇碎石砼)10m316.0993388.0854545.0418344.9228560.61216.214991.532431.7726.5426.63134-22单梁、连续梁(C20-40（32.5水泥）现浇碎石砼)10m312.0442586.8431155.124707.5221512.7161.752693.092080.079.09109.48144-26圈(过)梁(C20-40（32.5水泥）现浇碎石砼)10m316.6663027.7950461.1514038.9430517.61223.823819.851860.9319.59326.491

10、54-36平板板厚(mm)100以内(C20-20（32.5水泥）现浇碎石砼)10m314.9912594.3438892.794886.329981241.512147.671636.317.58113.63164-37平板板厚(mm)100以上(C20-40（32.5水泥）现浇碎石砼10m311.2582498.03281223669.3321429.8181.361612.781228.787.5885.33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)72174-44阳台(C20-20（32.5水泥）现浇碎石砼)10m32.5713614

11、.449291.282425.165112.4361.721127.98563.9921.9456.4184-47直形整体楼梯(C20-40（32.5水泥）现浇碎石砼)10m219.852785.4515592.913995.068698.04112.561858.17929.084.6892.91194-50压顶(C20-40（32.5水泥）现浇碎石砼)10m30.3013354.131008.92247.05583.066.46114.9157.4519.15.75204-86外购板安装空心板(C20-16（32.5水泥）现浇碎石砼)10m321.5027474.3160714.64183

12、53.29126675.855195.177234.663255.6621.03452.17214-168现浇构件钢筋级钢筋10以内t11.8134172.8749294.115242.1440073.59310.092445.531222.7610.35122.26224-171现浇构件钢筋级钢筋综合t44.3514361.38193431.5612911.02165924.632221.547387.14987.277.03311.7237-1屋面板或椽子挂瓦条上铺设水泥瓦(1:2.5水泥砂浆)100m26.7054621.9530991.11185.0129045.45402.38358

13、.264.1127.56247-36屋面高聚物改性沥青卷材(厚3mm冷贴)满铺100m25.824447.0625883.671366.5123640.02464413.135.4631.78257-149氯丁沥青冷胶涂料平面二布三涂100m25.8484784.4927980.652351.2724120.2798.34710.859.3554.68267-61屋面隔离层(干铺)聚氯乙烯塑料薄膜100m26.083201.781227.45340.05669.14115.46102.81.37.91277-106UPVC水落管圆形(mm)10010m21.78415.359046.32238

14、8.185125.27810.87722.012.5555.54287-109UPVC水斗圆形(mm)10010个1.2473.66568.39115.07379.4639.0734.792.232.68297-211楼地面、屋面找平层水泥砂浆加聚丙烯厚度每增减5mm(1:3水泥砂浆)100m26.539210.661377.59373.99728.4924.26132.68118.171.399.09308-175水泥珍珠岩1:810m31.1642042.472377.44503.021583.12174.31116.9810.0511.7318-183聚苯乙烯泡沫塑料板厚30mm干铺10

15、0m26.0651692.8110266.551017.078660.53352.43236.533.923.65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328-207聚苯板外墙面保温涂料饰面下100m226.5557957.8211317.7923978.98172922.2531.183095576.5121557.653312-14塔吊基础铺拆费固定式带配重座133079.133079.1709520820.33286.92720.432156.44165.88165.883412-20安装拆卸费自升式塔吊台次121649.574329

16、9.141032048424204.344624.836661412823512-28安装拆卸费混凝土搅拌站座112751.2612751.2638705720.7617631397.5107.5107.53612-56场外运输费混凝土搅拌站座18774.548774.5411182180.624417.52590.446836363712-61带型基础模板无梁式10m322.238183.984091.351635.161364.7566.27627.33397.841.7238.253812-71基础垫层模板10m36.913488.823379.411147.491384.5562.84

17、437.62346.913.8626.693912-76圆柱模板直径0.5m以内10m30.1867273.341350.66554.41392.4323.4212.21168.2169.6812.944012-80构造柱模板10m316.0992022.7532564.4515361.287972.761115.024724.923390.4722.4360.684112-82矩形梁模板10m312.0443015.3336315.7313692.7211599.891523.055299.354200.7226.83323.134212-84圈梁、叠合梁 模板10m316.6662091.

18、9534864.4413372.4712301.672050.584156.832982.8819.04317.324312-97平板模板板厚100mm以内10m314.9913112.9646667.6319184.1916331.181043.15885.774223.3829.97449.294412-98平板模板板厚100mm以上10m311.2582076.1523372.679642.98127.27521.342958.412122.7520.06225.834512-104阳台模板直形10m32.5717973.4420496.527369.047526.9528.882829

19、.132242.5967.11172.514612-109楼梯模板直形10m219.852798.1715845.47435.242975.65321.82851.972260.778.76173.91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34712-112压顶模板10m30.3015435.81635.09744.12368.8412.48284.3225.3657.6317.344812-207综合脚手架多、高层建筑物檐高(m)25以内100m233.8151668.2856413.5618975.5125454.542826.2959

20、09.243247.9713.34451.14912-253垂直运输费民用建筑100m233.8151386.2546876.641224.023522.212130.378.4284.0550借1-42陶瓷锦砖楼地面100m224.0545282.88127073.3450412.4444988.54505.6119361.1411805.6149.081180.5651借1-38地板砖楼地面 规格(mm) 500500100m22.4224559.9311045.523266.425631.75118.261260.49768.631.7376.8652借1-70水泥砂浆踢脚线100m22

21、.5483053.757782.183835.341411.9763.021479.5992.3535.490.2153借1-91水泥砂浆楼梯面层100m21.0217040.787185.823506.911373.2449.211350.58905.8780.6982.3554借1-97楼梯防滑条 铜条100m6.848018.9654849.692023.5551425.86110.88771.76517.656.8847.0655借1-102钢管扶手 铁栏杆10m59.141224.972440.5916707.6441315.83058.136798.734560.297.01414

22、.5756借1-109硬木扶手 铁栏杆10m7.141599.4511420.072017.127662.36369.21820.81550.577.0150.0557借1-129台阶面层 水泥砂浆 混凝土面100m20.3133296.111032.34474.6246.16.39182.71122.5535.5711.1458借1-152地面垫层 混凝土10m33.7312280.38507.81524.115981.2431.27581.29389.899.535.4459借1-154散水、坡道混凝土垫层10m30.8472857.862421.75486.811609.9314.818

23、5.67124.5313.3611.3260借1-156散水 水泥砂浆抹面100m20.8471357.371150.24399.36474.4715.19156.35104.8711.259.5361借2-16水泥砂浆 砖、混凝土墙 厚15+5mm100m264.5381470.9394931.4742820.5829766.41069.413271.688003.4115.71013.2562借2-29墙面刷素水泥浆一遍100m217.444117.022041.34862.63757.26262.89158.571.1520.06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

24、机械合价管理费合价利润合价含量合计63借2-82贴面砖(周长700mm内) 砖、混凝土墙 密贴100m23.7846520.4924670.939992.718185.8686.533834.152571.6861.79233.7964借2-86贴釉面砖 400400100m225.0097183.83179661.8461114.7378778.73571.9623460.6315735.7957.21430.5365借4-1普通木门无亮单扇100m22.64617504.8146317.733730.7840144.48256.051422.91763.532.7986.7666借4-18

25、成品塑钢门安装推拉门100m25.53720755.59114919.556547.27104507.627.682497.11339.9127.5152.2667借4-20成品门安装钢防盗门100m20.43215197.726565.42512.75733.4918.77195.54104.9227.611.9268借4-35成品电子对讲门门安装m29.45373.023525.041418.161275.75540.92290.213.4932.9869借4-67成品窗安装塑钢推拉窗100m22.77819885.4155247.633285.3450023.0413.891253.01

26、672.3527.576.470借4-54成品铝合金窗安装平开窗100m21.29622451.3529096.951567.6326529.0481.58597.88320.8128.1336.4671借5-8单层木门油硝基清漆 一油粉八硝基清漆100m22.64614078.4937251.6813521.3813667.8951574905.42118.84314.4572借5-45木扶手(无托板)油调和漆 一底油二调和漆100m0.714462.26330.05153.5162.358.5555.6953.5773借1-105铝合金管扶手 铝合金栏杆10m29.212766.86808

27、19.989181.5863628.142159.793501.692348.787.31213.5374借5-183内墙面 888仿瓷涂料100m230.719397.412207.655085.53881.631939.591300.943.85118.27合计2887740.12616810.151772468.02135848216511.92146102.0314938.4499扒1.1.5翱 施工措施伴费用表序号名称单位工程量单价合价一通用项目149739.21安全文明措施费项1149739.2149739.21.1基本费项198814.3898814.381.2考评费项13001

28、5.2930015.291.3奖励费项120909.5320909.532二次搬运费项13夜间施工措施费项14冬雨季施工措施费项1二建筑工程5YA12.1 施工排水、降水费项16YA12.2 大型机械设备进出场及安拆费项17YA12.3 现浇混凝土构件模板使用费项18YA12.4 现场预制混凝土构件模板使用费项19YA12.5 现浇构筑物模板使用费项110YA12.6 脚手架使用费项111YA12.7 垂直运输机械费项112YA12.8 现浇混凝土泵送费项1措施项目合计149739.2绊 哎 捌 罢 拌 胺 爱 翱 碍1.1.6俺 技术措施绊费分部分项盎表编号定额项目单位工程量单价合价其中(元

29、)综合工日人工合价材料合价机械合价含量合计1YA12.1 施工排水、降水费项2YA12.2 大型机械设备进出场及安拆费项12-14塔吊基础铺拆费固定式带配重座133079.133079.1709520820.33286.9165.88165.8812-20安装拆卸费自升式塔吊台次121649.5743299.141032048424204.341412823YA12.3 现浇混凝土构件模板使用费项4YA12.4 现场预制混凝土构件模板使用费项5YA12.5 现浇构筑物模板使用费项6YA12.6 脚手架使用费项12-207综合脚手架多、高层建筑物檐高(m)25以内100m233.8151668.

30、2856413.5618975.5125454.542826.2913.34451.17YA12.7 垂直运输机械费项12-253垂直运输费民用建筑100m233.8151386.2546876.641224.028.4284.058YA12.8 现浇混凝土泵送费项合计179668.436390.5146758.8768541.551183.03拌1.1.7埃 施工措施班项目分析表序号费用名称费率(%)金额1安全文明措施费149739.22基本费11.7298814.383考评费3.5630015.294奖励费2.4820909.535二次搬运费06夜间施工措施费07冬雨季施工措施费0组织措施

31、项目费合计149739.2盎1.1.9吧 单位工程拌人材机汇总凹表序号名称及规格单位数 量预算价预算价合计市场价市场价合计价差价差合计一人工1定额工日工日14344.42243616810.1467961076.2724344266.12小计616810.14961076.27344266.12二材料1机械回程费元6942.9616942.9616942.962机砖24011553千块18.882805286.373406419.16601132.793混凝土块加气m330.0071454351.031705101.225750.184钢钉(水泥钉)kg17.5268140.218140.21

32、5铝拉铆钉百个57.2526343.516343.516塑料薄膜0.2mmm2669.1411669.141669.147木材干燥费m35.50659.38326.9759.38326.978聚苯乙烯泡沫塑料板30mmm2618.61148660.53148660.539改性沥青粘结剂kg324.487103244.87103244.8710水泥脊瓦块189.0873567.263567.2611多孔砖24011590千块431.176450194029.19450194029.1912水泥平瓦385235千块11.338250028346.23250028346.2313钢管扣件直角个489

33、.98552449.9352449.9314钢管扣件对接个108.8865544.435544.4315钢管扣件回转个14.879574.39574.3916钢管底座个20.627482.51482.5117钢模板t5.341510027238.61510027238.6118镀锌铁丝14#kg12.686563.43563.4319粘结砂浆高性能保温专用kg26820.348253640.7253640.720聚苯乙烯泡沫塑料板阻燃型 40mmm22708.592567714.742567714.74序号名称及规格单位数 量预算价预算价合计市场价市场价合计价差价差合计二材料21聚合物抹面砂浆

34、kg21456.278242912.56242912.5622抗碱玻璃纤维网格布m22944.92712944.9312944.9323隔热膨胀锚固钉个10621.920.55310.960.55310.9624蒸养灰砂砖24011553千块0.81260210.64260210.6425板方木材综合规格m36.688155010366.86155010366.8626预制空心板m3217.173540117273.54540117273.5427UPVC水落管100m222.156163554.5163554.528UPVC水落斗100个12.1229351.4829351.4829胀锚螺栓

35、UPVC管卡箍套155.5094622.044622.0430UPVC管检查口个24.17618435.1618435.1631UPVC管伸缩节个21.99816351.9616351.9632聚丙烯纤维kg3.0022575.042575.0433金属胀锚螺栓套1284.17611284.1811284.1834电焊条(综合)kg439.28341757.1341757.1335氯丁橡胶沥青防水涂料kg2126.4061021264.061021264.0636玻璃纤维布0.18m21382.28122764.5622764.5637调和漆kg1.5071319.591319.5938油漆溶

36、剂油kg0.5643.51.973.51.9739回库维修费元2520.06912520.0712520.0740碎石516mmm320.126501006.31501006.3141高聚物改性沥青卷材3mmm2648.9752616873.342616873.3442高聚物改性沥青卷材2mmm264.024201280.49201280.4943PVC卷材基层处理剂kg174.6125873.065873.06序号名称及规格单位数 量预算价预算价合计市场价市场价合计价差价差合计二材料44石油液化气kg139.6991257.2191257.2145铝合金方管2020m2064.2712551

37、606.772551606.7746铝合金方管2525m41.186251029.65251029.6547铝合金扁管10044m309.626257740.65257740.6548铜防滑条505m725.0470.3551006.5670.3551006.5649硬木扶手成品m75.684503784.2503784.250塑钢推拉门(含玻璃、配件)m2532.64190101201.63190101201.6351塑钢推拉窗(含玻璃、配件)m2268.49518048329.0818048329.0852铁栏杆kg8351.284.235075.384.235075.3853圆钉70mm

38、kg355.9995.31886.85.31886.854木螺丝钉30mm千个0.72126.519.1126.519.1155木螺丝钉60mm百个28.72810.5301.6410.5301.6456自攻螺丝百个14.6054.261.344.261.3457钢管503m597.31415.329150.8515.329150.8558电子对讲门m29.451351275.751351275.7559涂料仿瓷888kg3071.881.23686.261.23686.2660防盗门钢质m241.5581355610.381355610.3861铝合金平开窗(含玻璃、配件)m2123.172

39、21025866.0921025866.0962密封油膏kg516.80521033.6121033.6163软填料kg464.6689.84553.759.84553.7564面砖602408千块26.8032306164.72306164.765地板砖500500千块0.98845004447.3445004447.3466釉面砖400400千块15.956410065419.07410065419.07序号名称及规格单位数 量预算价预算价合计市场价市场价合计价差价差合计二材料67木门扇成品m22299512528642.9568钢筋10以内 I级t15.5873

40、25050659.02325050659.0269铁件kg289.7635.21506.775.21506.7770镀锌铁丝8#kg1604.26724.267271镀锌铁丝12#kg112.6394.6518.144.6518.1472镀锌铁丝22#kg237.57761425.4661425.4673零星卡具kg1358.2044.56111.924.56111.9274钢支撑kg3137.9754.213179.54.213179.575竹脚手板300033050m2465.320930620930676水泥32.5t607.752280170170.59280170170.5977石灰

41、膏m327.989952658.92952658.9278草袋m21306.413.54572.433.54572.4379陶瓷锦砖(马赛克) 白色m22429.4341434012.071434012.0780熟桐油(光油)kg0.293154.39154.3981硝基清漆外用kg310.7213.54194.7213.54194.7282大白粉kg148.150.574.070.574.0783石膏粉kg2.5650.82.050.82.0584砂蜡kg9.71114.39139.7414.39139.7485上光蜡kg3.22812.239.3812.239.3886清油kg0.1212

42、02.43202.4387皮胶kg4.631837.04837.0488色粉kg11.1133.437.783.437.7889建筑胶kg691.02721382.0521382.05序号名称及规格单位数 量预算价预算价合计市场价市场价合计价差价差合计二材料90漆片kg0.822822.972822.9791麻刀kg11.0322.2424.712.2424.7192豆包布32支m76.2051.8137.171.8137.1793棉花kg2.5413.434.0413.434.0494水m32453.7154.059937.544.059937.5495碎石2040mmm3873.60350

43、43680.1611096096.366052416.296碎石1020mmm3149.707507485.3611016467.79608982.4397砂子中粗m31091.0998087287.92115125476.393538188.4798砂子细砂m31.8133054.39100181.2970126.9199小五金费元798.6691798.671798.67100白水泥kg264.7610.42111.20.42111.2101石料切割锯片片0.775129.3129.3102钢管脚手483.5t1.927580011179.37580011179.37103模板料m318.

44、618121522620.65121522620.65104珍珠岩m313.772731005.39731005.39105螺栓个2240.51120.5112106其他材料费元5773.74415773.7415773.74107钢筋级t3.22320010304431013878.211103574.2108钢筋级t45.6823600164453.514375199856.6977535403.19109钻头合金钢10个3.429.632.839.632.83110硝基清漆稀释剂(信那水)kg727.068128724.81128724.81111圆钉kg2.5425.313.475.3

45、13.47112无光调和漆kg2.0921531.381531.38序号名称及规格单位数 量预算价预算价合计市场价市场价合计价差价差合计小计1772463.261913037.6140574.37三配比材料1卷扬机带塔35t h=40m台班245.029132.0332351.2132.0332351.22现浇碎石混凝土粒径16(32.5水泥) C20m325.803186.094801.64200.445171.9114.353现浇碎石混凝土粒径20(32.5水泥) C15m38.559166.271423.06231.471981.0965.24现浇碎石混凝土粒径20(32.5水泥) C2

46、0m3178.254178.2531773.83241.343012.7663.055现浇碎石混凝土粒径40(32.5水泥) C10m3107.508156.7216848.72223.8224062.5467.16现浇碎石混凝土粒径40(32.5水泥) C15m3225.673160.7936285.97226.9451214.2566.157现浇碎石混凝土粒径40(32.5水泥) C20m3622.254170.97106386.73236.32147051.0265.358混合砂浆M5 砌筑砂浆m3261.498153.3940111.23189.0949446.7235.79水泥砂浆M

47、5 砌筑砂浆m34.824144.09695.04179.79867.2435.710水泥砂浆1:1m311.517264.663048.12287.063306.122.411水泥砂浆1:2m349.839229.6211444.14262.1713066.4132.5512水泥砂浆1:2.5m30.603218.62131.93254.32153.4735.713水泥砂浆1:3m3163.574195.9432050.67231.6437890.2635.714水泥砂浆1:4m353.821194.0610444.47235.4312671.0441.3715素水泥浆m37.577421.

48、783195.71421.783195.7116混合砂浆1:1:6m32.654157.02416.66192.72511.3935.717麻刀石灰浆m30.91119.42108.7119.42108.718水泥珍珠岩1:8m311.873133.341583.12133.341583.1219轮胎式装载机斗容量0.5m3台班0.501413.57207.29413.57207.2920夯实机(电动)夯击2062kgm台班12.41922.95285.0122.95285.0121汽车式起重机5t台班20.081364.17311.31364.17311.3122汽车式起重机16t台班187

49、92.9814273.64792.9814273.64序号名称及规格单位数 量预算价预算价合计市场价市场价合计价差价差合计三配比材料23汽车式起重机20t台班10907.949079.4907.949079.424汽车式起重机40t台班101427.7914277.91427.7914277.925塔式起重机6t台班23.671421.259971.32421.259971.3226自升式塔式起重机2000kNm台班1847.04847.04847.04847.0427载重汽车4t台班23.266297.516921.78297.516921.7828载重汽车8t台班16451.547224.

50、64451.547224.6429载重汽车15t台班12849.2810191.36849.2810191.3630施工电梯单笼 高75m台班2238.06476.12238.06476.1231灰浆搅拌机200L台班73.39261.824537.1261.824537.1232钢筋调直机40台班3.57934.44123.2434.44123.2433钢筋切断机40台班14.84537.6558.1837.6558.1834钢筋弯曲机40台班14.84522.09327.9322.09327.9335木工圆锯机500台班17.81322.17394.9222.17394.9236管子切断机

51、150台班52.28641.312159.9341.312159.9337交流弧焊机32kVA台班29.84117.533507.04117.533507.0438直流弧焊机32kW台班6.946127.51885.65127.51885.6539对焊机75kVA台班4.125145.09598.44145.09598.4440点焊机长臂75kVA台班1.818162.01294.6162.01294.641履带式推土机(综合)台班0.226621.59140.47621.59140.4742履带式单斗挖掘机(综合)台班2.26964.882180.49964.882180.4943塔式起重机

52、(综合)台班8.3467.223877.87467.223877.8744混凝土振捣器平板式台班48.13712.89620.4912.89620.4945混凝土振捣器插入式台班86.56110.74929.6710.74929.67序号名称及规格单位数 量预算价预算价合计市场价市场价合计价差价差合计三配比材料46木工加工机械台班6.75837.89256.0637.89256.0647手提石料切割机台班3.05220.5962.8420.5962.8447手提石料切割机48手提电钻台班21.4095.18110.95.18110.948手提电钻小计435733.59530277.58小计四机

53、械四机械1折旧费元34426.371134426.37134426.371折旧费2大修费元8678.5218678.5218678.522大修费3经常修理费元22932.273122932.27122932.273经常修理费4安拆费及场外运输费元5280.63315280.6315280.634安拆费及场外运输费5其他费用元3501.27913501.2813501.285其他费用6停滞费元37927.656停滞费7柴油kg2941.3055.7316853.685.7316853.687柴油8电kWh18344.4830.6311557.020.6311557.028电9其他机械费元863.

54、1551863.151863.159其他机械费10定额工日工日593.914325538.154325538.1510定额工日11汽油kg1060.6865.866215.625.866215.62小计135846.69135846.69合计2224376.062614672.53484840.49皑1.1.1傲0唉 人材机价俺差表序号 材料名单位 材料量预算价市场价 价差 价差合计 1定额工日工日14344.422436724344266.12人工价差合计344266.122机砖 24011553千块18.88280340601132.793混凝土块 加气m330.0071451702575

55、0.184碎石 2040mmm3873.603501106052416.25碎石 1020mmm3149.70750110608982.436砂子 中粗m31091.099801153538188.477砂子 细砂m31.8133010070126.918钢筋 级t3.223200431011103574.29钢筋 级t45.6823600437577535403.19材料价差合计140574.37价差合计：484840.49疤1.2 工跋程量计算书 工程量计算表 单位工程名称：郑州橡树玫瑰城一期1#工程编制日期： 年 月 日序号分项工程名称子目编号计算部位 计算式计量单位工程数量说明1平整场

56、地11S=591.94+2(54.34+10)2-0.342+(1+1.1)12+0.62+1.42+3.64+6.42+16=976.74 976.742人工挖土方一般土深度（m）1.5以内12A、B/2-33V=3.6(1.6+0.2+20.3)0.76+3.85(0.8+0.2+20.3)0.76+2.7(1.2+0.12+20.3)0.73+(3.85-0.24)(1+0.2+20.3)0.76=109.86m3109.87C、D/1-34V=0.6(1.4+0.12+20.3)0.72+(3.6-0.24)(1.4+0.12+20.3)0.72+(3.62-0.24)(1.4+0.1

57、2+20.3)0.74+(3.6+0.6-0.24)(1.4+0.12+20.3)0.72=68.01m368.01E/2-33V=(3.852+2.7-0.24)(1.2+0.12+20.3)0.73=42.67m342.67F/3-32V=2.8(0.8+0.12+20.3)0.76+(2.52+2.72)(1+0.12+20.3)0.73=60.65m360.65C-D/5-30V=(2.72-0.24)(1.6+0.12+20.3)0.73=26.01m326.01D-E/1-3V=1.4(1.9+0.12+20.3)0.7=3.10m33.10同D-E/32-341/C-EV=(1.

58、8+1.6-0.6)(0.8+0.2+0.6)0.7=3.40m33.40同34/C-E2/A-CV=(4+0.6)(1.4+0.2+0.6)0.7=7.45m37.45同33/A-C3/D-FV=(2+1.6-0.7）（1.2+0.2+0.6）0.7+（0.7-0.24）0.72=5.04m35.04同3/D-F4轴V=（2-0.24）（1.4+0.2+0.6）0.7+（8-0.24）(1.8+0.2+0.6)0.7+（1+1.1）（1.8+0.2+0.6）0.7=21.09m321.09同10、14、20、25、31轴5/C-FV=(2-0.24）（1.4+0.2+0.6）0.7+（1.6

59、+1.8-0.5-0.24）（1.6+0.2+0.6）0.7=7.18m37.18同9/C-F、15/C-F、19/C-F、26/C-F、30/C-F6轴V=(1+1.1）(2.1+0.2+0.6)0.7+(0.6+4+0.5-0.24)(2.1+0.2+0.6)0.7=14.62m314.62同8、16、18、27、29轴7/C-FV=(2-0.24)(1.6+0.2+0.6)0.7+（1.6+1.8-0.5-0.24）(1.8+0.2+0.6)0.7=7.80m37.80同17/C-F、28/C-F11/D-FV=(2+1.6）(1.2+0.2+0.6)0.7=5.38m35.38同13/

60、D-F、21/D-F、24/D-F12/A-DV=(4+0.6-0.24)(1.8+0.2+0.6)0.7+(1.8-0.24)(1.4+0.2+0.6)0.7=10.34m310.3422/A-DV=6.4(2.4+0.2+0.6)0.7=14.87m314.87同23/A-DJ-1V=(1.5+0.12+0.6）(1.5+0.12+0.6)0.76=22.22m322.22合计：V=709.74m3709.743基础体积A、B/2-33V=6(1.6+0.2)0.1+0.351.63.6+3.85(0.8+0.2)0.1+0.350.86+2.7(1.2+0.2)0.1+1.20.353+