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1、市市政政工工程程預(yù)預(yù)(結(jié)結(jié))算算建設(shè)單位:工程編號:工程名稱:高新區(qū)規(guī)劃一號路通海西河橋工程 5-15 結(jié)構(gòu)類型:施工單位:工程類別:編制單位:編制人(簽章)工程造價:4242647.85 元 建筑面積:單位造價:編制日期:2014 年 5 月 15 日審核單位:審核人(簽章)審定造價:審定日期:年 月 日編編制制說說明明1、主要材料等按2013年清單編制原則和市場價計入，其它材料價格按2013年二季度標準造價管理計取。2、工程量結(jié)合圖紙和相關(guān)經(jīng)濟簽證。3、橋東頭施工范圍到樁號0+850處，橋頭搭板后方延伸路面作法至0+850處。4、人工分別為建筑64元/工日、市政61元/工日、修繕72元/工

2、日、安裝64元/工日。5、兩岸挖除原有淤泥，破除原涵8米處回填土夯實，其它橋臺后回填級配砂。6、垃圾、土方、泥漿等外運按7.5公里考慮。7、增加298.64平方砼板作法按照臺后搭板做法，上部道路面層按120MM瀝青混凝土鋪裝。8、混凝土樁沖擊鉆機鉆孔按1500H40M套用定額，考慮砂土、粘土、砂礫、卵石層。9、石欄桿按1450元/米計入。市市政政工工程程費費用用表表建設(shè)單位:工程名稱:高新區(qū)規(guī)劃一號路通海西河橋工程 5-15 第(5)號 取費代碼:2211 定額人工:66.0序序號號費費用用名名稱稱(1)一.直接費(2)(一)直接工程費(3)(一)省價直接工程費(4)其中:人機費RJ1(5)(

3、二)措施費(6)1.參照定額規(guī)定計取的措施費(7)2.按照省發(fā)布費率記取的措施費(8)2.1 夜間施工增加費 (省系數(shù):0.09%)(9)2.2 冬雨季施工增加費 (省系數(shù):0.67%)(10)2.3 場地清理費 (省系數(shù):0.08%)(11)2.4 中小型機械及工具用具使用費(省系數(shù):1.68%)(12)2.5 已完工程及設(shè)備保護費 (省系數(shù):0%)(13)2.6 施工因素增加費 (省系數(shù):1.54%)(14)3.按施工組織設(shè)計(方案)計取的措施費(15)其中:人機費RJ2(16)二.企業(yè)管理費(17)三.利潤(20)總承包服務(wù)費(21)四.規(guī)費前造價(22)五.規(guī)費(如果社保只取稅金,則規(guī)

4、費不含社保)(23)1.安全文明施工費(24)其中:安全施工費(25)環(huán)境保護費(26)文明施工費(27)臨時設(shè)施費(28)2.工程排污費(發(fā)生時)(30)4.社會保障費(只取稅金)(33)5.住房公積金(34)6.危險作業(yè)意外傷害保險(36)稅前造價合計(37)六.稅金(38)七.工程費用(40)九.其它費用(41)十.市政工程費用合計合計肆佰貳拾肆萬貳仟陸佰肆拾柒元捌角伍分第 1 頁 共 2 頁計計算算公公式式金金額額(一)+(二)3287570.21工程量(定額工日消耗數(shù)量地區(qū)人工單價)+(定額材料消耗數(shù)量地區(qū)材料單價)+(定額機械臺班消耗數(shù)量地區(qū)機械臺班單價)2872339.62工程量

5、(定額工日消耗數(shù)量定額人工單價)+(定額材料消耗數(shù)量定額材料單價)+(定額機械臺班消耗數(shù)量定額機械臺班單價)2517055.17省價直接工程費的人機費之和(不含參照定額的措施項目及第十二章)1212410.501+2+3415230.59按定額規(guī)定計330187.652.1+.2.649223.87RJ10.09%1091.17RJ10.67%8123.15RJ10.08%969.93RJ11.68%20368.50RJ1RJ11.54%18671.12按施工組織設(shè)計(方案)計取35819.07措施費中定額價人機費之和350201.07(RJ1+RJ2)18.6%290645.75(RJ1+R

6、J2)12.7%198451.67分包費用合計3%(一+二+三+工料機調(diào)整費+總承包服務(wù)費)3776667.631+.+6161736.62132938.71四1%37766.68四0.2%7553.34四0.5%18883.34四1.82%68735.35四0.15%5665.00四2.6%98193.36(人工費+措施費中折算人工)3.6%17467.91四0.15%5665.00四+五+0505章合計3938404.25(稅前造價+社會保障費)3.48%140473.60(稅前造價+六)4078877.85見其它費用項目163770.00七-八+九4242647.85市市政政工工程程費費

7、用用表表工程名稱:高新區(qū)規(guī)劃一號路通海西河橋工程 5-15 第(5)號 取費代碼:2211 定額人工:66.0市市政政工工程程預(yù)預(yù)算算定定額額表表建設(shè)單位:工程名稱:高新區(qū)規(guī)劃一號路通海西河橋工程 5-15 5號序序號號定定額額號號項項目目名名稱稱單單位位工工 程程 量量定定額額價價工工程程價價換17-1碳鋼管安裝（焊接）50mm以內(nèi) 聲測管10米85.50049.7647.022 主材碳鋼管m867.82525.00換13-379鋼筋制作、安裝預(yù)制混凝土10mm內(nèi)t18.0526037.675277.09換13-380鋼筋制作、安裝預(yù)制混凝土10mm外t12.8445298.754600.1

8、65 3-381鋼筋制作、安裝現(xiàn)澆混凝土10mm內(nèi)t15.7305760.925020.056 3-382鋼筋制作、安裝現(xiàn)澆混凝土10mm外t45.5305323.384623.46換13-383制作、安裝鉆孔樁鋼筋籠t34.3806364.415582.25換13-392預(yù)應(yīng)力鋼筋制作、安裝后張法螺栓錨t0.3377032.216479.78換13-391預(yù)應(yīng)力鋼筋制作、安裝先張法鋼絞線t5.9969762.709822.37換13-402臨時鋼絲束 拆除 鋼絞線 鋼絞線 后割t5.8581610.811492.9611 8-315硬塑料管地埋敷設(shè) 硬塑料管（mm以內(nèi)）20鋼絞線 套管100

9、m8.720793.64768.4612 主材硬塑料管/20m924.9302.1313 主材硬塑料管接頭/20個173.9641.2514 3-506空心板梁預(yù)應(yīng)力混凝土 M40-210m318.2444499.165457.0615 3-507空心板梁預(yù)應(yīng)力 模板10m2111.720775.70759.19換13-461.1混凝土（商混）板梁間灌縫 M30.410m32.8204407.716138.38換11-419人工路面鑿毛 水泥混凝土百平4.618492.36455.06換33-470混凝土板梁底砂漿勾縫 M7.5.0100m3.640155.88144.7719 3-462.1

10、混凝土梁與梁接頭混凝土（商混）M40.2 10m31.0504978.565894.8820 1-482平板拖車運輸鋼筋砼1km起重機裝車15t內(nèi)十立19.2941334.961355.4221 1-485平板拖車運輸鋼筋砼每增運1km15t內(nèi)28.5十立539.67281.0280.2622 3-589陸上安裝板梁起重機L20m10m319.2941081.751071.44換13-478.1橋面混凝土（商混）鋪裝車行道 M25.4 10m35.2004672.386277.21換14-199瀝青防水層百平5.2002027.032099.7025 6-1206管渠道及其他井蓋板木模 手孔1

11、0m30.5682049.362613.55換16-538預(yù)制井室蓋板 M20-410m30.0513857.644887.8927 6-1214預(yù)制構(gòu)件鋼筋直徑20mm內(nèi)t0.0805296.604600.5328 6-448砌筑磚砌矩形 M7.5.010m30.2704006.374780.7629 6-482.1墊層混凝土 M15.1（商混）手孔10m30.1002673.053715.07換13-668安裝伸縮縫毛勒10m4.140775.80765.81換1主材毛勒伸縮縫m41.400700.0032 01-1-138(借修繕)爆破拆除路面、地坪 鋼筋混凝土0.40m厚10m32.0

12、003770.173979.3433 3-461.1混凝土（商混）板梁間灌縫 M30.410m32.0004288.355833.8834 6-B1塑料排水管道鋪設(shè)管徑300mm以內(nèi)100m0.256421.66389.7235 主材塑料排水管 DN300m26.11215.0036 不取費鑄鐵箅子個8.000240.00換12-177噴灑瀝青油料結(jié)合油配油量0.4L/m2 +百平3.640202.47252.0238 2-191中粒式瀝青混凝土路面機械攤鋪厚5CM百平3.640328.99317.5539 主材中粒式瀝青混凝土t43.207542.0040 2-192中粒式瀝青混凝土路面機械

13、攤鋪增減1CM百平7.28053.7851.7741 主材中粒式瀝青混凝土t17.254542.0042 2-195細粒式瀝青混凝土路面機械攤鋪厚2CM百平3.640195.43189.8443 主材細粒式瀝青混凝土t16.926567.0044 2-196細粒式瀝青混凝土路面機械攤鋪增減0.5CM百平21.84011.2210.3745 主材細粒式瀝青混凝土t25.553567.00換13-435.1墩身、臺身臺蓋梁混凝土（商混）M30.410m39.2554066.685489.4547 3-436墩身、臺身臺蓋梁模板10m220.075807.89817.05換13-433.1墩身、臺身

14、墩蓋梁混凝土（商混）M30.410m33.2734096.435516.7949 3-434墩身、臺身墩蓋梁模板10m27.414734.72741.07換23-433.1墩身、臺身墩蓋梁混凝土（商混）M30.410m31.0604096.435516.7951 3-434墩身、臺身墩蓋梁模板10m23.696734.72741.07換13-449.1矩形實體連續(xù)板混凝土（商混）M30.4 橋頭搭板10m321.5504255.035348.9253 3-450矩形實體連續(xù)板模板10m22.010379.66397.2254 2-117廠拌多合土基層水泥碎石層泥含量6%厚15CM3 橋 頭搭板

15、 下水穩(wěn)碎石百平2.6102170.862197.7555 主材水泥穩(wěn)定碎石m339.933130.0056 2-117廠拌多合土基層水泥碎石層泥含量6%厚15CM3 橋 頭搭板百平2.7542170.862197.7557 主材水泥穩(wěn)定碎石m342.136130.00換13-347.1灌注樁混凝土（商混）回旋（沖擊）鉆孔M20/310m332.2204565.916235.9859 3-191埋設(shè)鋼護筒陸上1500mm10m8.5004578.794365.4960 3-714鑿除樁頂鋼筋砼鉆孔灌注樁10m30.8551289.921210.7961 2-3-68(借建筑)地基處理防護鑿樁頭

16、樁頭鋼筋整理(10根柱)10根34.00056.7655.04換13-317沖擊式鉆機鉆孔1500H40m砂土10m2.5123499.453376.46換13-318沖擊式鉆機鉆孔1500H40m粘土10m8.2914559.664398.90換13-319沖擊式鉆機鉆孔1500H40m砂礫10m15.90015047.8814518.64換13-321沖擊式鉆機鉆孔1500H40m卵石10m1.79729631.6028579.8866 3-B1泥漿制作10m332.220246.47265.45換13-344泥漿外運殘泥漿處理外運1000m以內(nèi)10m332.220160.38168.31

17、68 3-345泥漿外運殘泥漿處理外運每增1000m10m3225.54054.1258.05換13-427.1墩身、臺身柱式墩臺身混凝土（商混）M20.410m31.2304238.925653.04換13-428墩身、臺身柱式墩臺身模板10m24.320887.99918.69換13-477.1橋面混凝土（商混）鋪裝人行道 M25.4+10m31.0003463.974518.08換13-636安裝人行道板 長度為橋上人行2倍+10m31.9941053.36973.56換23-492矩形板混凝土 M30-4+10m31.5604401.075207.6274 3-493矩形板 模板10m

18、214.248254.75277.68換12-266.1人行道混凝土墊層細石混凝土（商混）墊層厚5cm M15.1百平1.4001680.122077.09換12-259-2(自編)彩色道板鋪砌(矩形)1:2.5水泥砂漿3cm+百平2.7001767.461797.7277 主材人行道板（矩形）200*100*60m2276.75041.00換12-270側(cè)緣石墊層人工鋪裝混凝土墊層 M15.1+立米6.474300.50397.7779 1-432腳手架3.6m基本層百平5.382624.53588.48換13-410.1混凝土（商混）基礎(chǔ) 支敦M15.1 +10m30.3743725.04

19、4579.7781 3-411混凝土基礎(chǔ) 模板+10m23.460304.67332.26換22-140碎石底層人機配合厚15CM百平1.3501583.951545.4683 2-141碎石底層人機配合每增減1CM百平3.90093.5291.28換12-273石質(zhì)側(cè)緣石(立緣石)安砌百米1.560989.05924.1085 主材石質(zhì)側(cè)石（立緣石）m158.34084.0086 2-275石質(zhì)緣石安砌 樹池邊石 花崗巖百米0.480553.73518.2087 主材石質(zhì)緣石m48.72024.0088 不取費石欄桿M52.6001450.00換11-583.1擋土墻 現(xiàn)澆混凝土 M15.1

20、（商混）包封 十立1.3603612.774786.38換11-584擋土墻 現(xiàn)澆混凝土模板百平0.3202333.822346.80換16-270.1混凝土基礎(chǔ)、底 M15.1（商混）管基礎(chǔ)10m37.0104449.185242.5992 3-411混凝土基礎(chǔ) 模板10m25.000304.67332.26換13-498T型梁混凝土 M35.1 欄桿底座10m31.2814503.545267.54換13-499T型梁模板10m29.672717.19837.9095 1-45人工原土夯實 槽、坑 護坡下土百平2.800123.42114.0796 2-140碎石底層人機配合厚15CM護坡

21、墊層 +百平4.8001583.951545.4697 2-141碎石底層人機配合每增減1CM百平-24.00093.5291.28換11-564漿砌毛石護坡厚度40cm內(nèi)M10.0 護坡十立19.8601628.161936.82換23-B2漿砌毛石 基礎(chǔ)護底 M7.5.0 護坡基礎(chǔ)10m311.5602218.902554.16100 1-127抓斗挖掘機（斗容1m3）挖淤泥流砂裝車深6m內(nèi) 河底百立5.535888.14863.68101 1-B708t自卸汽車運淤泥 第一個1km100m35.535958.43945.61102 1-B718t自卸汽車運淤泥 每增1km100m335.

22、970244.43241.16換11-B31溝槽.地坑回填 級配碎石 河底回填100m32.43612441.5213732.59換13-B2漿砌毛石 基礎(chǔ)護底 M7.5.0 河底片石10m318.2702218.902554.16換16-482.1墊層混凝土 M15.1（商混）10m312.1802673.053715.07106 1-B1挖掘機挖淤泥、流砂（裝車）系梁基坑100m30.924854.02829.81換21-B708t自卸汽車運淤泥 第一個1km100m30.924958.43945.61108 1-B718t自卸汽車運淤泥 每增1km100m36.000244.43241.

23、16換21C1-30溝槽級配碎石回填(夯填)10m36.1941353.681473.50110 1-274雙排圓木樁圍堰高3m內(nèi)10m4.4806328.625919.63111 主材圓木樁m322.9821550.00112 2-191中粒式瀝青混凝土路面機械攤鋪厚5CM橋外百平6.376328.99317.55113 主材中粒式瀝青混凝土t75.683542.00114 2-192中粒式瀝青混凝土路面機械攤鋪增減1CM百平12.75253.7851.77115 主材中粒式瀝青混凝土t30.222542.00116 2-195細粒式瀝青混凝土路面機械攤鋪厚2CM百平6.376195.431

24、89.84117 主材細粒式瀝青混凝土t29.648567.00118 2-196細粒式瀝青混凝土路面機械攤鋪增減0.5CM百平38.25611.2210.37119 主材細粒式瀝青混凝土t44.760567.00換22-177噴灑瀝青油料結(jié)合油配油量0.4l/m2百平6.376202.47252.02換32-177噴灑瀝青油料結(jié)合油配油量0.8l/平米百平6.376404.95504.06122 2-117廠拌多合土基層水泥碎石層泥含量6%厚15CM085道路下三層百平0.9902170.862197.75123 主材廠拌水泥碎石m315.147130.00124 2-117廠拌多合土基層水

25、泥碎石層泥含量6%厚15CM百平1.0802170.862197.75125 主材廠拌水泥碎石m316.524120.00126 2-117廠拌多合土基層水泥碎石層泥含量6%厚15CM百平1.1802170.862197.75127 主材廠拌水泥碎石m318.054100.00128 1-B1挖掘機挖淤泥、流砂（裝車）橋臺兩側(cè)板坡下淤泥100m317.460854.02829.81換11-B708t自卸汽車運淤泥 第一個1km100m317.460958.43945.61130 1-B718t自卸汽車運淤泥 每增1km100m3113.490244.43241.16換11-B27溝槽.地坑回填

26、 砂 橋西100m38.23014274.4111596.93換11-136機械填土碾壓 振動壓路機 橋東路基填土百立5.800925.64904.94133 1-B27溝槽.地坑回填 砂 板下砂東100m33.57014274.4111596.93134 1-B27溝槽.地坑回填 砂 臺前護坡回填100m32.43014274.4111596.93135 1-119反鏟挖掘機（斗容1.0m3）挖土方 裝車一、二類土 原涵土8米百立3.680377.22369.89136 1-179自卸汽車裝載8t內(nèi)運石碴 第一個1Km百立3.6801442.901433.23137 1-180自卸汽車裝載8

27、t內(nèi)運石碴 每增運1Km百立23.920315.19310.97138 1-134機械填土夯實 槽、坑 原涵填百立2.0001129.371048.48139 不取費橡膠支座 984個4.00060.00140 不取費橡膠支座200*42個120.000176.00141 不取費橡膠支座1553個2.00085.00換15-118承插預(yù)(自)應(yīng)力鋼筋砼管安裝(膠圈口)1000mm內(nèi)十米9.6001022.89969.75143 主材預(yù)（自）應(yīng)力鋼筋混凝土管m96.000280.00144 8-319硬塑料管地埋敷設(shè)硬塑料管（mm以內(nèi)）100100m0.9601407.851337.87145

28、主材硬塑料管/100m114.41321.00146 1-408拆除混凝土構(gòu)筑物 陸上（實體積）10m35.1803007.762877.58換25-118承插預(yù)(自)應(yīng)力鋼筋砼管安裝(膠圈口)1000mm內(nèi) 過水管。河道。填土中引水管十米3.6001022.89969.75148 主材預(yù)（自）應(yīng)力鋼筋混凝土管m36.000280.00換11-286筑島填心 夯填土 河道先填 百立18.3106887.266406.09換11-290筑島填心 夯填砂礫石百立3.89713935.1813505.16151 1-105自卸汽車運土 裝載8t內(nèi) 運第一個1Km運來百立22.200771.36770

29、.66152 1-106自卸汽車運土 裝載8t內(nèi) 10Km內(nèi)每增運1Km百立144.300186.54184.05換11-113反鏟挖掘機（斗容0.6m3）挖土方 裝車一、二類土 河道 后挖百立22.200378.32371.30154 1-105自卸汽車運土 裝載8t內(nèi) 運第一個1Km運走百立22.200771.36770.66155 1-106自卸汽車運土 裝載8t內(nèi) 10Km內(nèi)每增運1Km百立144.300186.54184.05156 J58019污水泵70mm小臺班37.100223.76215.69157 J58021污水泵150mm小臺班98.300349.59329.07158

30、 12-5-8壓路機,場外運輸臺次2.0004194.894171.24159 12-3027瀝青混凝土攤鋪機8t 場外運輸臺次1.0003477.413437.98160 12-5-5履帶式推土機135KW,場外運輸臺次1.0005168.925113.73161 12-5-7履帶式單斗挖掘機(液壓)1.25m3,場外運輸臺次2.0005320.555279.63162 12-5-15-1潛水鉆孔機1500mm,場外運輸臺次2.0004169.754182.81163 不取費檢測費項1.00064050.00按施工組織方案的措施費合計參照定額的措施費合計主材費用合計總計(不含0303章)28

31、95145.90工程人工費合計:工程材料費合計:工程機械費合計:工程商品混凝土費合計:路徑:D:XTYYS11SJ1通海西河橋工程調(diào)整后第 1 頁 共 8 頁工工程程價價合合價價定定額額人人工工費費定定額額機機械械費費4020.2138.946.0421695.6395262.031360.2674.8759084.46518.7696.1078965.391099.5663.35210506.13535.2699.73191917.761173.48475.812181.091178.10438.0858894.93626.34222.778745.761601.826700.97539.2

32、2252.451970.10217.4699558.601183.38426.3584816.71591.3673.3517310.231020.86170.992101.47492.36526.96151.806189.621038.681057.1526151.4785.801176.2043314.0781.0220672.3699.66982.0932641.491103.36170.9910918.441010.461484.50893.644.00250.751461.90270.61368.04482.46134.451290.811275.1255.99371.51647.46

33、3170.45312.18405.5528980.007958.681426.921556.3911667.761020.86170.9999.77419.102.56391.681920.00917.351.583.901155.88116.16196.2723418.09376.8921.7832.009351.45691.0250.82136.339597.04226.4811.2214488.4450804.86851.24521.6616402.28363.00308.7818056.45867.74535.885494.29330.00279.215847.80867.74535.

34、882738.99330.00279.21115269.231039.34678.04798.41145.20119.325736.13131.34103.015191.296052.60131.34103.015477.71200923.28727.32692.1837106.672576.641763.441035.23933.90314.411871.3656.768481.67836.882512.5936471.281078.443330.55230846.383408.2411424.7151358.046801.3022545.278552.80119.4637.855422.9

35、525.08135.3013092.6054.126953.24939.68621.183968.74425.04270.114518.081008.32170.991941.281053.368123.891213.08438.873956.38146.521.662907.93470.914853.84877.8011346.752575.16100.983167.20453.42109.261714.67618.26355.811149.62133.322086.37128.04245.66355.995.287.331441.60857.3413300.56248.74460.6811

36、69.2876270.006509.48588.06750.981405.8036750.561580.04121.061661.30133.326747.721218.36438.878104.17315.48116.29319.40123.427418.21128.04245.66-2190.725.287.3338465.25764.2867.9129526.09912.1267.914780.47227.04661.105233.95958.438674.53244.4333452.593036.0057.5246664.50912.1267.9145249.55647.46767.0

37、8227.04626.98874.12958.431446.96244.439126.86297.00128.4826519.945228.52302.1835622.722024.70116.16196.2741020.24660.1721.7832.0016380.431210.4250.82136.3316810.64396.7111.2225378.641606.881.583.903213.893.177.802175.77131.34103.011969.112373.57131.34103.011982.882593.35131.34103.011805.4014488.4822

38、7.04626.9816510.35958.4327369.25244.4395442.731722.605248.65326.04592.7841401.041722.6028180.541722.601361.2045.54331.685274.291437.627438.40315.192096.96910.80218.57240.0021120.00170.009309.60651.42369.5026880.001284.361123.32282.382402.6714905.861393.921609.733491.10651.42369.5010080.00117295.5162

39、99.70587.5652629.615624.52690.6617108.65766.0826558.42186.548242.8645.54332.7817108.65766.0826558.42186.548002.10223.7632347.58349.598342.48330.003659.993437.98264.002922.835113.73396.004452.2710559.26792.004258.558365.62330.003813.9564050.0035819.07330187.65326928.193238346.34743134.34788177.646875

40、61.441451192.22772661.57495951.04市市政政工工程程工工料料機機匯匯總總表表建設(shè)單位:工程名稱:高新區(qū)規(guī)劃一號路通海西河橋工程 5-15 第(5)號 煙臺2013-6材材料料編編號號材材料料名名稱稱單單位位數(shù)數(shù)量量工工程程價價材材料料編編號號R4綜合工日(市政)工日11133.127861.000RX1R1綜合工日(建筑)工日79.240064.000R304001水泥/32.5MPat18.3478390.0000122601558.2六角空心鋼kg13.57804.5000521203204竹笆1.9m1.0m塊25.00009.2200520405199碎石

41、/1030mmm3384.392769.0000520905144石粉m366.844662.0000155827041底座個0.26915.1000157003045木板方材m39.75882250.0001200804006普通硅酸鹽水泥32.5MPat36.1363390.0000500110130環(huán)氧瀝青漆kg133.380018.0001011710171聚氨脂固化劑kg133.380027.0001323505107石灰t0.3406195.0000512605167.1中砂(砌筑抹灰3-1-0.1用)m3144.131180.00013003.113002柴油t0.0301803

42、0.0000525113052.1潤滑劑kg5.54404.6802615805223石屑m370.720924.8002617905159天然砂/細砂m31708.272382.0002612813186.1乙炔氣kg9.140715.1201751909001電焊條kg1133.15196.93013279.213402導(dǎo)爆管雷管8#個318.76001.8001340301264中厚鋼板/15以外kg77.94804.9000100201003鋼筋/10以外t89.39643800.00014949.127023腳手鋼管/48mmt0.05924600.0002703727026鋼腳手架

43、管kg6.65604.6001319015425導(dǎo)管kg122.43603.7301530915508高壓風(fēng)管25186m1.45608.1601550918163.1膠質(zhì)導(dǎo)線1.5mm2m100.00000.6001472714929鍍鋅低碳鋼絲8#kg141.92487.20014288.103054模板木材m30.44762200.0002704727061模板嵌縫料kg91.25352.00026177.214932鍍鋅鐵絲/8#12#kg6.58357.2001493614945.1鍍鋅鐵絲/22#kg0.65177.5001492214924鐵絲/18#22#kg534.71507

44、.5000300203040枋木m30.01701750.0002706226194鋼鋸條根10.16000.3500155027057鋼管支撐/25kg795.68434.60003018.126017破布kg21.37507.0000728107282橡膠囊外套/60m6.703292.0002610426106草簾子m2282.24000.7002619026350尼龍帽個15.42241.0002637127030零星卡具kg351.49657.0002705026006.1棉紗線kg0.940519.0000307607117橡膠板=10m20.780095.000261030129

45、2鋼絞線/15.24t6.83547296.0002902229021單頭連接器個0.9714138.3802901929020張拉桿螺母個3.837430.7502636901055予應(yīng)力鋼筋t0.35684680.000306614715圓釘Kg64.17035.80026371.1M20-4(商砼)預(yù)制砼C20 石子40 32.5水泥立米1.7978305.000M40-2M35.4(商砼)現(xiàn)澆砼C35 石子40 42.5水泥立米247.3555355.000M40.2M50.3(商砼)現(xiàn)澆C50 石子31.5 52.5水泥立米52.7800440.000M15.1M30.4(商砼)現(xiàn)澆

46、砼C30 石子40 32.5水泥立米20.3000325.000M45.4M20.4(商砼)現(xiàn)澆砼C20 石子40 32.5水泥立米10.1500305.000M35-1M25.1(商砼)現(xiàn)澆砼C25 石子16 32.5水泥立米7.1400315.000M35.1M45.1(商砼)現(xiàn)澆砼C45 石子16 52.5水泥立米13.8720405.0005801958021污水泵150mm小臺班98.3000329.0705903462046電焊條烘干箱/600*500*750臺班0.598526.3705501057003.1鋼筋切斷機/40mm小臺班11.004142.6405700459031

47、交流電焊機30kVA臺班181.259391.2405901057013預(yù)應(yīng)力鋼筋拉伸機/900kN小臺班0.467954.9205803862016千斤頂/YC25A臺班0.749511.8105701558039高壓油泵80MPa臺班2.9980301.9805400460012電動空氣壓縮機 0.6m3/min臺班5.0800117.5505403453007.1履帶式起重機/5t大臺班127.6096469.6805600655001單筒快速電動卷揚機/5kN小臺班78.204099.5305702257017木工圓鋸機500mm臺班20.690826.2805402653030汽車式

48、起重機25t臺班7.91051279.3505303357025.1木工壓刨床/600mm臺班0.039826.1405605459035直流電焊機30kVA臺班0.0344101.2305902653025汽車式起重機5t臺班10.8152511.8205107660028電動空氣壓縮機9m3/min臺班5.2960478.2605718451081汽車式瀝青噴灑機/4000L大臺班0.1366690.2705105751059光輪壓路機(內(nèi)燃)15t臺班5.2794661.1005108651030輪胎式裝載機2m3大臺班0.6891849.3205606155002單筒快速電動卷揚機10

49、kN臺班16.5750116.4306001366005沖擊鉆機30型（電動）臺班372.9229669.4705601754040汽車泥漿罐車5000L臺班30.6090580.5005400551021平地機/90KW 大臺班0.7338725.3705110154018自卸汽車8t臺班249.0712634.6405107051044履帶式單斗挖掘機(液壓)1m3臺班10.54961169.7505403865008駁船50t臺班56.7818229.1205100251065振動壓路機15t臺班1.52541168.5605302854007載貨汽車8t臺班4.1880510.4405

50、501660021內(nèi)燃空氣壓縮機/9m3/min中臺班12.5874631.11051076.151042履帶式單斗挖掘機(液壓)0.6m3臺班7.3038727.9005106054028平板拖車組40t臺班4.00001468.4602903553026汽車式起重機8t臺班1.0000672.4405402751007履帶式推土機90KW以外臺班0.50001802.6105403051045履帶式單斗挖掘機(液壓)1.25m3臺班1.00001356.250G02008G26369電 （機械臺班中）Kw.h121197.84900.810G13009G13002柴油（機械臺班中）0Kg2

51、0167.26868.030其中%部分材料費合計:其中%部分機械費合計:煙臺2013-6價合計:7163.81元人工費合計:材料費合計(含商品砼)煙臺2013-6價合計:1451192.22元機械費合計:其中商品砼:煙臺2013-6價合計:495951.05元 第 1 頁 共 4 頁材材料料名名稱稱單單位位數(shù)數(shù)量量工工程程價價綜合工日(修繕建筑用)工日43.240072.000綜合工日（安裝）工日4.000064.000普通鋼板 2.0kg30.66005.700砂礫石m3494.919060.000碎石/2540mmm3141.770670.000碎石/60mmm395.590558.000

52、六角空心鋼kg2.02024.500鐵件kg126.22309.500配制瀝青t0.91076000.000機制紅磚240*115*53千塊1.4712450.000煤焦瀝青漆/LO1-17kg0.84408.000脫膜劑/m-74kg185.42002.830粘土m357.029415.000柴油kg18.21448.030毛石m3575.507583.000沖擊鉆頭/合金鋼鉆機專用kg323.307916.640合金鉆頭/一字型個1.346812.400砂輪片/100片1.19702.000鑄鐵爬梯kg22.90686.800硝銨炸藥kg20.40007.280電雷管個31.88008.0

53、00鋼筋/10以內(nèi).t41.47113800.000鍍鋅低碳鋼絲8#kg2.00007.200腳手管（扣）件個7.58866.400氧氣m326.94257.500高壓橡膠水管/19-6P-20mm0.259016.430高壓水管m2.38406.120扒釘kg2.63508.400螺栓kg13.21028.400鋼模板t0.02185600.000合金鉆頭個8.760012.400鍍鋅鐵絲/12#18#kg2.42007.500鐵絲/8#12#kg516.51127.200圓木m30.02551500.000鋼?？奂€0.42245.500鋼護筒t0.41654400.000竹籬片m2276

54、.86408.720橡膠囊/36m13.406455.000草袋條70.00002.000市市政政工工程程工工料料機機匯匯總總表表風(fēng)鎬鑿子根2.565013.870水m31767.926810.100組合鋼模板(工具)kg519.40957.000枕木m30.40001900.700草袋條1699.63782.000工具夾片副21.885436.000張拉桿m2.338492.250電KW.h761.76720.810瀝青枕木m30.08003120.000水（混凝土砂漿用）m341.220210.100(商砼)預(yù)制砼C40 石子20 42.5水泥立米185.1766375.000(商砼)現(xiàn)澆

55、砼C40 石子20 42.5水泥立米10.6575375.000(商砼)現(xiàn)澆砼C15 石子16 32.5水泥立米131.8595295.000(商砼)現(xiàn)澆砼C45 石子40 52.5水泥立米537.0428405.000(商砼)預(yù)制砼C35 石子16 42.5水泥立米15.8340355.000(商砼)現(xiàn)澆砼C35 石子16 42.5水泥立米88.3044355.000污水泵70mm小臺班37.1000215.690直流電焊機/20kW臺班5.814079.520單筒慢速電動卷揚機50kN臺班36.2782130.570鋼筋彎曲機/40mm小臺班37.564424.170對焊機 75kVA臺班

56、5.8446124.090高壓油泵50MPa臺班0.4679228.560預(yù)應(yīng)力鋼筋拉伸機/3000kN中臺班2.9980114.700載貨汽車4t臺班4.8400418.040機動翻斗車1t臺班129.1966150.050雙錐反轉(zhuǎn)出料砼攪拌機/350L小臺班13.5064木工平刨床450mm臺班9.785525.730平板拖車組20t臺班55.52201003.220汽車式起重機/75t特臺班4.05174663.490滾筒式混凝土攪拌機電動/400L臺班0.0521142.960點焊機/長臂75kV.A中臺班0.0224146.730風(fēng)動鑿巖機(氣腿式)臺班13.240011.900磨釬

57、機M-1臺班1.0960210.000光輪壓路機(內(nèi)燃)8t臺班2.8010389.200瀝青混凝土攤鋪機/8t大臺班1.34211004.760多合土廠拌設(shè)備/250t/h臺班0.3188898.710電動空氣壓縮機 1m3/min臺班1.9751132.480灰漿攪拌機 200L臺班41.2657110.550載貨汽車/5t中臺班1.3132441.010抓鏟挖掘機0.5m3臺班4.7601760.280電動夯實機2062Nm臺班86.558425.900灑水車4000L臺班3.3620520.730履帶式推土機75KW臺班3.9290823.260汽車式起重機16t臺班3.69601018.390雙筒慢速電動卷揚機/50kN小臺班2.9040157.360風(fēng)動鑿巖機/手持式小臺班25.174810.260光輪壓路機 18t臺班1.00001070.510架線次4.2000450.000平板拖車組30t臺班1.00001222.940平板拖車組60t臺班3.00001696.700機械臺班中用工08年4月后用工日2694.202766.000汽油（機械臺班中）Kg1412.65909.780煙臺2013-6價合計:3204.43元煙臺2013-6價合計:687561.44元煙臺2013-6價合計:772661.57元