1、工工 程程 取取 费费 表表工程名称:银川市第五水厂输水管网材料及安装工程电气设备安装工程序号费用名称取费说明费率(%)一直接费1+2+31直接工程费1.1+1.2+1.3+1.41.1人工费定额人工费1.2材料费定额材料费1.3施工机械使用费定额机械费1.4未计价材料主材+设备2措施费费率1.1措施费费率2.1其中:四项措施费费率1.1四项措施费费率11.993政策允许按实计算费3.13.1人工费调整1.1调整费率32.35二间接费4+54规费1.1规费费率21.065企业管理费1.1规费费率23.83三施工利润1.1施工利润费率9.51四税前工程造价一+二+三五税金四税率3.4126六税后
2、工程造价四+五七劳动保险基金六3%3八工程总造价六+七工程总造价(大写)壹仟肆佰陆拾叁万肆仟柒佰伍拾伍日元编制人:审核人:费用金额(日元)1352402213348292396323666879425557118595334751947519128211128211177910834669444437690137396224688781420850042625514634755工工程程预预算算书书工程名称:银川市第五水厂输水管网材料及安装工程电气设备安装工程序编号项目名称单位工程量剩余工程已完工程量单价合价号12-3变压器100KVA以下台104617813.913617813922-3变压器
3、油过滤T3.51.529312.61443259432-102成套配电箱安装台41321581.20328632542-262配电箱安装台10462711.43682711452-262控制柜安装台188102711.43684880662-51隔离开关安装台94562519.910456267972-127带形母线安装10M/单相5.424302720.1921468982-688普通土钢管接地极根20812536.01281072092-696接地母线敷设10m208.811.2938.14418763102-885接地装置调试组4131785.23767141112-851送配电装置系统
4、调试 10KV系统41334597.8752138392122-688普通土钢管接地极根20812536.012810720132-834避雷器组413862.50883450142-882避雷器调试 10KV组41312120.115248480152-843变压器调试560KVA以下台104629740.8064297408162-1599吸顶式灯10套2.71.21.51236.30723338定额直接费小计01488759未计价设备、材料0电力变压器台10461468321468320隔离开关个94529184262656配电柜 1AA 台9451563641407276照明箱 1AL
5、台94555484499356户外电缆分支箱A台1011142705.591142706户外电缆分支箱B台1011694557.021694557户外电缆分支箱C台1012241856.242241856户外电缆分支箱D台1102810327.652810328防水弯灯个18810243243776防水、防尘灯个9452675.224077暗装双联单控开关个945668.86019暗装单联单控开关个945547.24925暗装三极插座个945547.24925带形母线米5424301361.9273544带形母线支架付9454316.838851电缆支架付3616202894.08104187
6、高压支柱绝缘子个2712151191.6832175未计价设备、材料小计11859533审核人编制人金额单位:日元其中人工费材料费机械费838042647867856489110749169542065544777208921500830579049270145503162895172557507040865143546151278224772113285491194366159043566150904713375127822477213712079019845271283641178302146177431230010380396323666879425557审核人编制人工工 程程 取取 费
7、费 表表工程名称:银川市第五水厂输水管网材料及安装工程输电线路工程序号费用名称取费说明费率(%)费用金额(日元)一直接费1+2+3591634381直接工程费1.1+1.2+1.3+1.4580684991.1人工费定额人工费24694161.2材料费定额材料费65546091.3施工机械使用费定额机械费17376231.4未计价材料主材+设备473068512措施费费率1.1措施费费率2960832.1其中:四项措施费费率1.1四项措施费费率11.992960833政策允许按实计算费3.17988563.1人工费调整1.1调整费率32.35798856二间接费4+511085214规费1.1
8、规费费率21.065200595企业管理费1.1规费费率23.83588462三施工利润1.1施工利润费率9.51234841四税前工程造价一+二+三60506800五税金四税率3.41262064855六税后工程造价四+五62571655七劳动保险基金六3%31877150八工程总造价六+七64448805工程总造价(大写)陆仟肆佰肆拾肆万捌仟捌佰零伍日元编制人:审核人:工工程程预预算算书书工程名称:银川市第五水厂输水管网材料及安装工程输电线路工程序编制依据项目名称单位工程量未完工程量已完工程量合价号12-65110KV电缆终端头制安400MM2以内个283.0025.005836.6816
9、3427.0022-6641KV电缆终端头制安120MM2以内个206.0014.002150.0143000.1932-6641KV电缆终端头制安35MM2以内个208.0012.001357.3027145.9842-620铜芯电缆 截面240以内100M49.8224.7625.0624068.5312119909452-621铜芯电缆 截面400以内100M92.8737.6055.2738061.2864353475262-619铜芯电缆 截面100以内100M12.825.697.139722.892812464772-539电缆保护管敷设钢管管径100-15010M108.816
10、.8092.003815.0841508182-54120顶管根651.0064.0021035.95136733792-531电缆铺砂盖保护板1-2根100M142.6962.3680.3327136.383872090102-974电缆试验根次11.004.007.001370.4315074.75定额直接费小计10761648未计价设备、材料电缆米7220111561053866.8827918874电缆米335332330302006.46727459电缆米2067206703076.486359084电缆米1629162902541.444140006电缆米6412763651155
11、.2740483电缆米641276365462.08296193电缆保护管(镀锌)米1088168920693.1275411510KV电缆头(冷缩)个82629366.423493110KV电缆头(冷缩)个22024745.64949110KV电缆头(冷缩)个22024137.64827510KV电缆头(冷缩)个161152371.237939未计价设备、材料小计47306851审核人编制人金额单位:日元其中人工费材料费机械费69457.9293969017695.2325305011162.88159830367872.796801321510891056278.7117743557041
12、1837261.11861031283252800.3713343928842282172.80241862843301368710.9635033796003.15828990246941665546091737623审核人编制人工工程程取取费费表表工程名称:银川市第五水厂输水管网材料及安装工程输水管线土建工程第1页共1页行号序号费用名称取费说明费率(%)费用金额1一直接费直接工程费+措施费费率+政策允许按实计算费用5631600021直接工程费人工费+材料费+施工机械使用费+未计价材料4740612931.1人工费人工费-分包人工费2487340341.2材料费材料费-分包材料费11238
13、21551.3施工机械使用费机械费-分包机械费1115053661.4未计价材料主材费+设备费14397472措施费费率人工费-分包人工费26.29653921882.1其中四项措施费费率人工费-分包人工费15.1375588493政策允许按实计算费用人工费调整+材料费价差+按实计算费用+其他2370654103.1人工费调整113.2材料费价差人材机价差2370654123.3按实计算费用133.4其他14二间接费规费+企业管理费13036150154规费人工费-分包人工费21.545357731165企业管理费人工费-分包人工费30.87767841917三施工利润人工费-分包人工费22.
14、1549702218四不取费只计税金项分包直接费19五税前工程造价直接费+间接费+施工利润+不取费只计税金项7484917320六税金税前工程造价3.4126255430321七税后工程造价税前工程造价+税金7740347622八劳动保险资金税后工程造价3232210423九工程总造价税后工程造价+劳动保险资金79725580工工程程造造价价(大大写写)柒柒仟仟玖玖佰佰柒柒拾拾贰贰万万伍伍仟仟伍伍佰佰捌捌拾拾日日元元编制人:审核人:2012年1月9日12.164631250.0312.163898530.3312.162045510.1212.16924195.3112.16916984.91
15、2.161184012.16537764.6112.16308872.0312.16194955.0912.1612.16194955.0912.1612.1612.161072051.8512.16440602.8812.16631448.9712.16452057.7412.1612.166155359.6212.16210057.812.166365417.4212.16190962.5212.166556379.94工工程程预预算算书书工程名称:银川市第五水厂输水管网材料及安装工程输水管线土建工程序号编号项目名称单位工程量剩余工程量已完工程量单价合价15-321圆形阀门井 井径2400
16、mm,井室深2.5m以内座41395357.87381431.4825-333圆形井室每增减1m 圆形阀门井 井径2400mm座10.192.54757.642511474.30116923.1435-321圆形阀门井 井径2400mm,井室深2.5m以内座30395357.87286073.6145-319圆形阀门井 井径1800mm,井室深2.0m以内座11059113.7759113.7755-331圆形井室每增减1m 圆形阀门井 井径1800mm座1.011.0108916.089005.2165-322圆形阀门井 井径2800mm,井室深2.5m以内座624117569.087054
17、14.4975-322圆形阀门井 井径2800mm,井室深2.5m以内座110117569.08117569.0885-334圆形井室每增减1m 圆形阀门井 井径2800mm座7.187.18013168.5594550.2095-318圆形阀门井 井径1500mm,井室深1.8m以内座31243600.77130802.32105-330圆形井室每增减1m 圆形阀门井 井径1500mm座1.850.61051.23957618.1214093.56115-317圆形排气井 井径1400mm,井室深1.8m以内座50540975.19204875.94125-317圆形排气井 井径1400mm
18、,井室深1.8m以内座10140975.1940975.19135-329圆形井室每增减1m 圆形阀门井 井径1400mm座9.8209.827218.3070883.68145-316圆形排气井 井径1200mm,井室深1.5m以内座74333265.75232860.23155-328圆形井室每增减1m 圆形阀门井 井径1200mm座7.714.39473.31536341.8048895.36165-316圆形排泥井 井径1200mm,井室深1.5m以内座92733265.75299391.72175-316圆形排泥井 井径1200mm,井室深1.5m以内座11033265.753326
19、5.75185-328圆形井室每增减1m 圆形阀门井 井径1200mm座22.3422.3406341.80141675.92195-359圆形排泥湿井(02-S146)井径1000mm,井室深1.5m以内座100017170.89171708.93205-362圆形排泥湿每增减1m井径1000mm座22.3422.3405477.72122372.16215-321圆形阀门井 井径2400mm,井室深2.5m以内座22095357.87190715.74225-333圆形井室每增减1m 圆形阀门井 井径2400mm座2.32.3011474.3026390.85235-319圆形阀门井 井径
20、1800mm,井室深2.0m以内座11059113.7759113.77245-331圆形井室每增减1m 圆形阀门井 井径1800mm座1.981.9808916.0817653.89254-275管道垫层 砂10m38.583.435.159635.8382675.35编制人:审核人:工工程程预预算算书书工程名称:银川市第五水厂输水管网材料及安装工程输水管线土建工程序号编号项目名称单位工程量剩余工程量已完工程量单价合价26借3-45 砌砖封堵10m30.442200.442239241.5417352.5627借7-197 防水砂浆 立面100m20.18410.07360.11051478
21、2.062721.41285-372管道支墩(档墩)每处(m3以内)5以外10m312.6865.0747.61236629.45464681.15291-86*1.5正、反铲挖掘机挖土 挖土深度4m以内 一、二类土子目乘以系数1.51000m3100.542325.5582374.9840942784.474301650.22301-2人工挖土方 一、二类土深度1.5m以内100m3111.713749.650362.063411699.141306953.64311-111回填土 夯填100m31078.975479.544599.43118335.0919783101.32324-368
22、人工挖顶管工作坑、交汇坑土方 挖土方(深6m以内)100m317.287.689.651683.04893082.93334-367人工挖顶管工作坑、交汇坑土方 挖土方(深4m以内)100m317.287.689.645489.22786053.77344-371顶管工作坑支撑设备安拆 坑深4m 管径16002000mm每坑16016107822.481725159.63354-375接收坑支撑安拆 坑深4m管径16002000mm每坑1601661941.82991069.18364-379顶管顶进后座及坑内平台安拆每坑管径14001800mm每坑1601662778.311004452.9
23、7374-383顶进设备安装 设备安装每坑1201231929.73383156.74384-381顶管顶进后座及坑内平台安拆钢筋混凝土后座10m34.3204.32118982.44514004.17主材混凝土m344.064044.0643267.39394-384顶进设备安装 设备调向每坑120217758.83213105.95401-293钢井字架 井深4m以内座440441030.5645344.64411-294钢井字架 井深6m以内座100101535.9315359.30424-285混凝土带基 管径5001000以内10m340.532040.53235667.351445
24、668.96434-1023现浇混凝土模板 管、渠道平基 钢模100m211.47064.58826.882437459.61429684.18441-279钢管脚手架 单排4m以内100m211.47064.58826.88247552.0986626.99451-301换拆除沥青类路面层 机械拆除厚10cm以内实际厚度(cm):22100m222.10078.840313.260411067.79244605.94461-329换拆除水泥稳定类基础 机械拆除15cm以内实际厚度(cm):20100m222.10078.840313.260411984.90264874.59472-114换
25、厂拌5%水泥稳定基层 水泥稳定砂砾(995)厚度15cm实际厚度(cm):20100m222.10078.840313.260429037.23641743.03482-171细粒式沥青混凝土路面 人工摊铺 厚度2cm100m214.73385.89358.84032644.1938958.94编制人:审核人:工工程程预预算算书书工程名称:银川市第五水厂输水管网材料及安装工程输水管线土建工程序号编号项目名称单位工程量剩余工程量已完工程量单价合价492-139厂拌沥青混合料加工 细料式沥青混凝土 拌和设备生产能力(100t/h)m3324.1436129.6574194.486210649.61
26、3452001.72501-148挖掘机挖渣、自卸汽车运渣运距2km以内1000m31.473380.589350.88403300242.07442370.71511-149挖掘机挖渣、自卸汽车运渣运距4km以内1000m31.473380.589350.88403368211.49542515.48521-261打无砂管大口井10m4016024028830.511153220.355308031潜水泵台班12004807201117.991341588.48541-486临时排水(砖砌)连接井 适用管径400mm以内座202004673.2193464.19551-475临时输电线路 使
27、用一次摊销干线100m5.89332.35733.53621731.01128067.42561-458临时围护 彩钢板 无基础100m17.36696.946810.420149006.02851082.53合合 计计4 47 72 26 62 21 15 54 4.4 41 1编制人:审核人:其中主材费人工费材料费87458.12282734.1112.167841.9331367.727192.2823251.1648684.3865753.0112.16943.619615.394003.655407.3265593.59212050.5812.167841.9323525.79539
28、4.2117438.3713771.9343608.1912.164861.334861.331132.563586.23755.985059.1712.16733.23740.56308.88416.05156372.25527389.1712.169668.5158011.0612859.5643370.8226062.0487898.2012.169668.519668.512143.267228.4739340.5253199.0312.161082.947775.513235.244374.9230504.2196669.8112.163585.5910756.772508.5779
29、49.825889.707908.5012.16626.491159.01484.35650.3747770.56151544.6112.163369.6716848.353928.512462.559554.1130308.9212.163369.673369.67785.72492.5129635.5039754.3212.16593.615829.252437.133269.2751825.31174918.2012.162735.6719149.694261.9514384.7220360.4627512.9712.16521.5340211674.382262.5866632.542
30、24894.8212.162735.6724621.035479.6518494.647403.6224988.3112.162735.672735.67608.852054.9658995.2179719.7412.16521.5311650.984851.586555.943896.38124021.0612.161412.0814120.83609.910199.151429.6368386.2612.16450.4710063.54229.415623.8743729.06141367.0512.167841.9315683.863596.1411625.5810988.6314841
31、.2812.16943.612170.3903.671220.513771.9343608.1912.164861.334861.331132.563586.27363.129917.9412.16733.231451.8605.52815.6280742.1612.16792.426798.966639.98其中主材费人工费材料费5763.7211443.2912.163227.11427.02473.99941.061406.301256.1312.161215.63223.8115.65103.3117607.63308248.9512.163012.2938213.919671.682
32、5349.42495150.8212.163518.46353754.1340719.641306953.6412.16962.1107479.74107479.7417358201.3112.161507.821626899.81427483.7779048.1512.164250.2573444.3264066.46679196.9212.163740.8964642.5855855.01287583.031323140.3012.168866.98141871.6823649.92108810.88214599.68692717.2612.165093.981502.4176485696
33、6.88187931.34285137.4112.165162.6982603.0415454.8823448.8171908.355860.1512.162625.831509.614137.2481.92125603.6885789.29143974.4012.169784.7442270.0810329.257055.0411840143974.4012.16268.71184073675.0112.161460.4317525.166058.842856.702487.9412.1684.7537293524.4204.614610.24749.0612.16126.311263.11
34、201.561.6345994.07993185.5112.162933.17118887.2528453.4681676.44170884.24237719.9712.163080.5635335.8714052.9819549.3438601.8048025.1912.16621.067123.933174.493949.44126377.063230.3012.16910.1820115.6210392.85265.65136656.632730.4112.16985.621782.4511238.21224.5445713.45512471.6512.162387.9352774.92
35、3759.3342144.0521445.862863.0712.16217.453203.861763.64235.45其中主材费人工费材料费31926.813211604.4712.16875.79283881.722625.56264112.218787.911264.1512.1624690.9636379.17722.69103.968787.911264.1512.1630280.5544614.76722.69103.96766080.00243934.4612.162370.9394837.26300020060.412.1691.9411032827381.8964032.1
36、312.16384.317686.22251.85265.822573.7092926.9612.161787.0910531.861856.397642.02319306.40487337.1712.164030.169990.3426258.7540077.072 24 48 87 73 34 40 03 3.0 06 61 11 12 23 38 82 21 14 4.9 97 71 14 43 39 97 74 4.4 40 012.163 38 88 86 66 69 90 0.3 32 20 04 45 55 51 10 0.1 19 92 24 41 19 95 5.3 31 1
37、1 11 18 84 40 0单单位位工工程程人人材材机机价价差差分分析析表表工程名称:银川市第五水厂输水管网材料及安装工程输水管线土建工程第1页 共2页序号编号材料名称单位预算价市场价价差数量材料价差(合计)1C0055柴油t72108.80103360.0031251.200.02947921.002C00862路面碎石 210mmm3872.60984.47111.87262.5563229372.723C0237钢脚手架管t66515.2063866.51-2648.690.24088-638.044C0243钢筋 10以外kg65.3061.63-3.671.2528-4.625C0
38、244钢筋 10以外t65239.3761631.50-3607.8711.908-42962.506C0327机砖1000块3984.596599.482614.89138.95141363342.147C0471模板木材m316416.0021888.005472.005.5317330269.648C0521普通水泥 425t3745.284499.20753.9251.5167338839.539C0556砂砾 580mmm3578.57861.05282.48541.02514152827.0010C0635碎石 20mmm3872.60984.47111.8724.162702.8
39、011C0636碎石 2540mmm3872.60984.47111.8737.1134151.9112C0709现浇碎石混凝土 C25m32306.393266.18959.79132.4572127130.9813C07091现浇碎石混凝土 C20m32306.393024.44718.05411.3998295404.8314C0710现浇碎石混凝土 C25m32306.393266.18959.7966.28163615.7715C07101现浇碎石混凝土 C25m32306.393266.18959.7946.15244296.2016C0802预制碎石混凝土 C25m32326.3
40、33266.18939.8518.45417343.9317C08021预制碎石混凝土 C25m32326.333266.18939.859.69022.4818C0826中粗砂m3670.99861.05190.06117.97522422.4319C08361重型球墨铸铁井盖、井座700 重型套6080.009155.633075.63618453.7720C08362复合材料井盖、井座700套6080.003891.20-2188.8021-45964.8021C08363复合材料井盖、井座700套6080.003891.20-2188.805-10944.0022C08364复合材料井
41、盖、井座700套6080.003891.20-2188.803-6566.4023C08365复合材料井盖、井座700套6080.003891.20-2188.807-15321.6024C08366复合材料井盖、井座700套6080.003891.20-2188.809-19699.2025C08367复合材料井盖、井座700套6080.003891.20-2188.802-4377.60编制人:审核人:2012年1月9日单单位位工工程程人人材材机机价价差差分分析析表表工程名称:银川市第五水厂输水管网材料及安装工程输水管线土建工程第2页 共2页序号编号材料名称单位预算价市场价价差数量材料价差
42、(合计)26C08368复合材料井盖、井座700套6080.003891.20-2188.801-2188.8027C08401铸铁爬梯kg29.5580.2650.71523.0723226523.5128C08611现浇碎石混凝土 C25m32451.463267.39815.9445.1636847.7229CL0004红砖240115531000块3984.596599.482614.892.438296375.8530CL0053中(粗)砂m3670.99861.05190.06173.4625132968.4431CL0063水泥 32.5(赛马)t3745.284681.6093
43、6.3224.3282522779.0832CL0109水泥 32.5(普通)t3498.924499.201000.2831.8627631871.7233JX006柴油kg68.83103.3634.53 32888.85921135797.0234JX010汽油kg82.08120.8738.79155.734336040.97合合 计计2 23 37 70 06 65 53 3.8 89 94 4编制人:审核人:2012年1月9日工工程程取取费费表表工程名称:银川市第五水厂输水管网材料及安装工程输水管线安装工程第1页共1页行号序号费用名称取费说明费率(%)费用金额1一直接费直接工程费+
44、措施费费率+政策允许按实计算费用13364682721直接工程费人工费+材料费+施工机械使用费+未计价材料13161214131.1人工费人工费-分包人工费625038241.2材料费材料费-分包材料费379844451.3施工机械使用费机械费-分包机械费608262061.4未计价材料主材费+设备费11548069572措施费费率人工费-分包人工费16.78104881482.1其中四项措施费费率人工费-分包人工费10.1263253993政策允许按实计算费用人工费调整+材料费价差+按实计算费用+其他985872103.1人工费调整113.2材料费价差人材机价差985872123.3按实计算
45、费用133.4其他14二间接费规费+企业管理费2740792154规费人工费-分包人工费211312580165企业管理费人工费-分包人工费22.85142821217三施工利润人工费-分包人工费19.53122070018四不取费只计税金项分包直接费19五税前工程造价直接费+间接费+施工利润+不取费只计税金项13760831920六税金税前工程造价3.4126469602221七税后工程造价税前工程造价+税金14230434122八劳动保险资金税后工程造价3426913023九工程总造价税后工程造价+劳动保险资金146573471工工程程造造价价(大大写写)壹壹亿亿肆肆仟仟陆陆佰佰伍伍拾拾柒
46、柒万万叁叁仟仟肆肆佰佰柒柒拾拾壹壹日日元元编制人:审核人:2012年1月9日工工程程预预算算书书工程名称:银川市第五水厂输水管网材料及安装工程输水管线安装工程第1页共7页序号 编号项目名称单位工程量剩余工程量已完工程量单价合价0404顶管工程5893747.2314-395 混凝土管顶进 管径800mm内10m2002053586.691071733.76主材加强钢筋混凝土管DN800m202020210944.0024-401 混凝土管顶进 管径1800mm内10m39039115367.514499333.03主材钢筋混凝土管DN1800m393.90393.941344.0034-481
47、 顶管接口外套环 管径1800mm10个口7.807.841369.29322680.44主材钢板外套环个780781824.000501管道安装6867867.1915-63预应力(自应力)混凝土管安装(胶圈接口)公称直径400mm以内10m79.85579.85503682.41294059.08主材预应力混凝土管DN400m798.55798.5505209.3425-64预应力(自应力)混凝土管安装(胶圈接口)公称直径500mm以内10m58.88658.88604438.16261345.27主材预应力混凝土管DN500m588.86588.8606402.2435-65预应力(自应
48、力)混凝土管安装(胶圈接口)公称直径600mm以内10m141.525131.53105546.54784974.21主材预应力混凝土管DN600m1415.251315.31007671.7445-66预应力(自应力)混凝土管安装(胶圈接口)公称直径800mm以内10m445.4370445.447238.483224288.20主材预应力混凝土管DN800m4454.3704454.412476.1655-134 管道试压 公称直径400mm以内100m8.83478.834704855.3742895.7465-135 管道试压 公称直径500mm以内100m5.88865.888606
49、049.2435621.5075-136 管道试压 公称直径600mm以内100m14.152514.152507829.70110809.8285-137 管道试压 公称直径800mm以内100m49.1737049.173711353.43558290.0495-144管道消毒冲洗 公称直径300mm以内100m20.3468.94611.44240.5686278.36105-145管道消毒冲洗 公称直径400mm以内100m8.83477.11471.726777.6259878.27115-146管道消毒冲洗 公称直径500mm以内100m5.88865.888609921.3458
50、422.84125-147管道消毒冲洗 公称直径600mm以内100m14.152514.1525013959.80197566.07135-148管道消毒冲洗 公称直径800mm以内100m49.1737049.173723456.401153437.770502管道内防腐146969.16编制人:审核人:2012年1月9日工工程程预预算算书书工程名称:银川市第五水厂输水管网材料及安装工程输水管线安装工程第2页共7页序号 编号项目名称单位工程量剩余工程量已完工程量单价合价15-153钢管 地面离心机械内涂 公称直径150mm以内10m20.51.5436.54873.0925-154钢管 地
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