第九冊施工圖預(yù)算-01ptkz2試驗段文件

總表建設(shè)項目名稱：PTSJ2合同段-編制范圍：(營改增)PTKZ2合同段(K79+826-K94+129.6)第

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頁01表項目節(jié)細目工程或費用名稱單位數(shù)量金額（元）技術(shù)經(jīng)濟指標各項費用比例(%)備注第一部分建筑安裝工程費公路公里9.98763746481663829459.9079.31—臨時工程公路公里9.987141433741416178.431.761臨時道路km16.5274871938294786.591施工便道、取棄土場便道km14.7774358468294949.452預(yù)制場及施工駐地便道km1.75513470293411.432臨時軌道鋪設(shè)km11.6551332892114362.253臨時電力線路km13.38673373854813.844臨時電信線路km3.4254047471.765便涵m/道638

/

8312903042022.42

/

15545.836拌和站安拆o555712641114252.807臨時排水溝m5864.631036252.928臨時邊坡急流槽m472.8747215.80二路基工程km2.9467249564624612339.509.021場地清理km14.5582724904187175.711清理與掘除m233860.169225417766.571伐樹、挖根、除草m233860.169225417766.572拆除舊圬工km1.255470727375081.271瀝青表面處治km1.255404707322475.702拆除舊圬工m360266021109.672.1挖除瀝青表面處治路面m210668482034.522.2拆除舊漿砌片石圬工m3175.317817101.642挖方m3614399.21780824828.981挖土方m3245584.412817155.221挖路基土方m3245584.412817155.222挖石方m3368814.8791183421.451挖路基石方m3368814.8791183421.453棄方m3472777.8861469918.221路基棄方m3472777.8861469918.223填方m3130911.7628835536.751路基填方m3130911.7628835536.751利用土方填筑m3130911.7628835536.754特殊路基處理km6.666215365953230957.741耕地填前夯實m31440.75055035.092橋頭涵側(cè)路基處理m373864.88784656118.933陡坡路堤處理m296.84785761612.454填挖交界處理m2/m16626.4

/

383.6108111465.02

/

2818.345路床處理m3/m68817.7

/

3166.4362190452.63

/

1143.866翻挖填筑處理m270909.8221735031.277灰土樁m/m291296

/

15529530244458.08

/

341.455排水工程km9.4454783871506497.72編制：總表建設(shè)項目名稱：PTSJ2合同段-編制范圍：(營改增)PTKZ2合同段(K79+826-K94+129.6)第

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頁01表項目節(jié)細目工程或費用名稱單位數(shù)量金額（元）技術(shù)經(jīng)濟指標各項費用比例(%)備注1排水溝m3/m1342.7

/

3701.6.88

/

369.221I型排水溝m3/m293.5

/

1086.93707571263.23

/

341.112Ⅱ型排水溝m3/m14.6

/

76.8182431249.52

/

237.543I型平臺排水溝m3/m588.7

/

1144.5580539986.14

/

507.244Ⅱ型平臺排水溝m3/m445.9

/

1393.4397162890.70

/

285.032截水溝m3/m171.5

/

902.72217991293.29

/

245.711截水溝m3/m171.5

/

902.72217991293.29

/

245.713急流槽m3/m2647.9

/

3456.42618157988.77

/

757.481I型急流槽m3/m2220

/

3024.32199270990.66

/

727.202Ⅱ型急流槽m3/m215.1

/

3722208031026.51

/

593.563涵洞急流槽m3/m212.8

/

60.1198085930.85

/

3295.924吊溝m3/m243.6

/

431.12471151014.43

/

573.225攔水帶-邊坡急流槽m3/m18.6

/

106.6210451131.45

/

197.426邊溝涵m3/m23.1

/

9234151013.64

/

2601.677線外渠m3/m226.1

/

837.62856381263.33

/

341.026防護與加固工程km9.744246354982528273.601坡面圬工防護m3/m23172.6

/

40277.434167551076.96

/

84.831預(yù)制塊混凝土護坡m3/m23172.6

/

40277.434167551076.96

/

84.831.1填方拱形骨架防護m3/m21418.9

/

20285.6.66

/

79.371.2挖方拱形骨架護坡m3/m21753.7

/

19991.8.27

/

90.382錨桿框格梁m3/m786.4

/

665.547319916017.28

/

7110.433擋土墻m3/m22362

/

6576.7.27

/

2506.841現(xiàn)澆混凝土擋土墻m3/m22362

/

6576.7.27

/

2506.841.1路塹擋土墻m3/m1063.3

/

245646348607.87

/

2638.161.2孔窗式護面墻m3/m13289.8

/

2453.38279640623.01

/

3374.901.3實體護面墻m3/m2750.3

/

7901803854655.88

/

2283.361.4橋頭路基預(yù)制六菱塊防護m3/m373.4

/

315345353924.89

/

1096.361.5邊坡夯實m2/m23281.7

/

2379.390250338.76

/

379.311.6衡重式路肩墻m3/m3377.4

/

289.72915084863.11

/

10062.421.7仰斜式路肩墻m3/m1508.3

/

104.4.80

/

15267.917路基零星工程km2.94612297641750.47三路面工程km四橋梁涵洞工程km7.05850586375271677471.0662.931涵洞工程m/道276

/

9387879114053.59

/

430976.781箱涵m/道276

/

9387879114053.59

/

430976.7811-2.0×2.0m鋼筋混凝土箱涵m/道108

/

48805188152.94

/

220129.5021-3.0×3.0m鋼筋混凝土箱涵m/道57.5

/

271207012383.83

/

356035.0031-4.0×4.0m鋼筋混凝土箱涵m/道110.5

/

3228620220689.61

/

762067.332中橋工程m/座320.25

/

52255948170443.34

/

4511896.201ZK84+154左線云崖中橋2*30裝配式預(yù)應(yīng)力混凝土連續(xù)箱梁m2/m860.6

/

33.7526381913065.53

/

78168.62編制：總表建設(shè)項目名稱：PTSJ2合同段-編制范圍：(營改增)PTKZ2合同段(K79+826-K94+129.6)第

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頁01表項目節(jié)細目工程或費用名稱單位數(shù)量金額（元）技術(shù)經(jīng)濟指標各項費用比例(%)備注1樁基礎(chǔ)m3155.34942743182.702橋臺m3133.92056781536.063橋墩m359.4968021629.664上部構(gòu)造m3328.710794293283.935其他m33.7576200822578.012K90+409郭漫村中橋3*20裝配式預(yù)應(yīng)力混凝土連續(xù)箱梁m2/m1662.5

/

66.546710262809.64

/

70240.991樁基礎(chǔ)m3544.210807351985.922橋臺m32073451761667.523橋墩m3267.64363801630.724上部構(gòu)造m3594.4.745其他m66.5110474616612.723K92+020折家洼中橋2*30裝配式預(yù)應(yīng)力混凝土連續(xù)箱梁m2/m1687.5

/

6745097972672.47

/

67310.401樁基礎(chǔ)m3356.98349362339.412橋臺m3248.93933801580.473橋墩m3128.72129841654.894上部構(gòu)造m3651.3.945其他m67117194917491.784K92+820水草灘中橋3*20裝配式預(yù)應(yīng)力混凝土連續(xù)箱梁m2/m1662.5

/

66.548476072915.85

/

72896.351樁基礎(chǔ)m3620.311734131891.692橋臺m3226.33761551662.203橋墩m3262.24288811635.704上部構(gòu)造m3594.4.785其他m66.5116514217520.935K93+359廟梁中橋4*20裝配式預(yù)應(yīng)力混凝土連續(xù)箱梁m2/m2140

/

86.558928592753.67

/

68125.541樁基礎(chǔ)m3677.912710131874.932橋臺m3208.53498511677.943橋墩m3429.366869151599.864上部構(gòu)造m3799.222402312803.095其他m86.5134485015547.403大橋工程m/座2184

/

616601092476012.33

/

27668487.331K88+190.6黃草1號大橋27*30裝配式預(yù)應(yīng)力混凝土連續(xù)箱梁m2/m20437.5

/

817.5706091143454.88

/

86372.001樁基礎(chǔ)m38185.1162663961987.322橋臺m3292.95289481805.903橋墩m311551.1193012471670.944上部構(gòu)造m38939.5230939802583.365其他m817.51012881812389.996線外錨桿框格梁防護m3627.612897242055.012ZK88

左幅黃草

號大橋

*30

/K88

右幅黃草

號大橋 *30裝配式預(yù)應(yīng)力混凝土連續(xù)箱梁m2/m8812.5

/

352.5253394422875.40

/

71884.941樁基礎(chǔ)m32497.351743632071.98編制：總表建設(shè)項目名稱：PTSJ2合同段-編制范圍：(營改增)PTKZ2合同段(K79+826-K94+129.6)第

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頁01表項目節(jié)細目工程或費用名稱單位數(shù)量金額（元）技術(shù)經(jīng)濟指標各項費用比例(%)備注2橋臺m3264.35195391965.723橋墩m33022.645454441503.824上部構(gòu)造m33818.598879532589.495其他m352.5436535212383.986線外錨桿框格梁防護m32368467893588.093K89+361左幅紅娃咀大橋15*30/K89+376右幅紅娃咀大橋16*30裝配式預(yù)應(yīng)力混凝土連續(xù)箱梁m2/m11812.5

/

472.5320745082715.30

/

67882.561樁基礎(chǔ)m32944.265993572241.482橋臺m3270.84663281722.043橋墩m34000.760696541517.154上部構(gòu)造m35147.8132504872574.015其他m472.5568868212039.544K92+515廟兒溝大橋8*30裝配式預(yù)應(yīng)力混凝土連續(xù)箱梁m2/m6187.5

/

247.5167588732708.50

/

67712.621樁基礎(chǔ)m31898.534719601828.792橋臺m3293.94611311569.013橋墩m31615.3824832431537.254上部構(gòu)造m32658.669665482620.385其他m247.5337599013640.365K93+714岔岔溝大橋6*30裝配式預(yù)應(yīng)力混凝土連續(xù)箱梁m2/m4687.5

/

187.5134211312863.17

/

71579.371樁基礎(chǔ)m32185.331529841442.822橋臺m3278.24484881612.113橋墩m31486.722199801493.234上部構(gòu)造m31980.652510602651.255其他m187.5234861912525.976K90+152擔(dān)水溝大橋5*20裝配式預(yù)應(yīng)力混凝土連續(xù)箱梁m2/m2662.5

/

106.578078572932.53

/

73313.211樁基礎(chǔ)m3997.5.512橋臺m3256.74254811657.503橋墩m3483.48006381656.264上部構(gòu)造m3100428021372790.975其他m106.5178908216798.894特大橋工程m/座4553.25

/

431341455668833.15

/

78353639.001ZK84+934.30左線云崖1號特大橋64*20裝配式預(yù)應(yīng)力混凝土連續(xù)箱梁m2/m16081.3

/

643.25421512742621.14

/

65528.601樁基礎(chǔ)m33561.188149072475.332橋臺m3160.53231862013.623橋墩m34379.469846731594.894上部構(gòu)造m36423.6174689992719.505其他m643.25855951013306.662ZK86+754.50左線云崖2號特大橋66*30裝配式預(yù)應(yīng)力混凝土連續(xù)箱梁m2/m24843.8

/

993.75733831822953.78

/

73844.711樁基礎(chǔ)m36956.7157248402260.392橋臺m3180.63658972026.01編制：總表建設(shè)項目名稱：PTSJ2合同段-編制范圍：(營改增)PTKZ2合同段(K79+826-K94+129.6)第

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頁01表項目節(jié)細目工程或費用名稱單位數(shù)量金額（元）技術(shù)經(jīng)濟指標各項費用比例(%)備注3橋墩m38553.7171603122006.194上部構(gòu)造m310960.2284269282593.655其他m993.751170520511778.823K85+955右線云崖特大橋2*30+78*20+61*30+（30+30+30+20）裝配式預(yù)應(yīng)力混凝土連續(xù)箱梁m2/m44593.8

/

1783.751215259742725.18

/

68129.491樁基礎(chǔ)m310919.7256829092351.982橋臺m3248.75519352219.283橋墩m314776.8232107231570.754上部構(gòu)造m316062.049501074953119.625其他m1783.752197291312318.384K91+235左幅石橋村特大橋37*30/K91+250右幅石橋村特大橋38*30裝配式預(yù)應(yīng)力混凝土連續(xù)箱梁m2/m28312.5

/

1132.5763541262696.83

/

67420.861樁基礎(chǔ)m37566.1157798782085.602橋臺m3344.76335421837.953橋墩m38804.6134011631522.064上部構(gòu)造m312445.7322659222592.545其他m1132.51427362112603.64五交叉工程處六隧道工程km／座4.555

/

1七公路設(shè)施及預(yù)埋管線工程公路公里9.9877398093740772.300.921其他工程公路公里9.9875670708567808.951改路km1.46653150083625517.051改路土石方m369129172315624.931.1挖土方m332064.72100046.551.2挖石方m337064.373101219.721.3棄方m343453.976036517.501.4利用土方填筑m34480.3217754.862泥結(jié)碎石路面km0.809141676175146.503瀝青表面處治km0.6579758471485081.424改路防護-路塹擋土墻m3/m2060.8

/

2801251114607.10

/

4468.265改路防護-墻式護欄m3/m17.9

/

6513586758.99

/

209.026改路排水km1.399754704539498.187涵洞急流槽m3/m12

/

13.211170930.83

/

846.218改路箱涵m/道30

/

244375514791.83

/

221877.508.11-2.0×2.0m鋼筋混凝土箱涵m/道12

/

112585310487.75

/

125853.008.21-3.0×3.0m鋼筋混凝土箱涵m/道18

/

131790217661.22

/

317902.002改溝、改渠m3/m48

/

114.632370674.38

/

282.463SNS柔性防護網(wǎng)m1102624442385.854清除滑塌m33537.5306418.665導(dǎo)流渠m4030245756.13編制：總表建設(shè)項目名稱：PTSJ2合同段-編制范圍：(營改增)PTKZ2合同段(K79+826-K94+129.6)第

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頁01表項目節(jié)細目工程或費用名稱單位數(shù)量金額（元）技術(shù)經(jīng)濟指標各項費用比例(%)備注2機電預(yù)埋工程km4.5551727385379228.321設(shè)備預(yù)埋km4.555654400143666.302預(yù)埋km4.555193884256.423照明設(shè)備預(yù)留預(yù)埋km4.55525606756216.684射流風(fēng)機預(yù)留預(yù)埋km4.555570708125292.655消防預(yù)留處1832268221239.46八綠化及環(huán)境保護工程公路公里9.987375639513761284.774.671綠化及環(huán)境保護工程km14.558375639512580296.131取棄土場防護m397916.634578317353.141C20預(yù)制砼梯形排水溝m34734772391008.962M7.5漿砌片石排水溝m312513.45998888479.403M7.5漿砌片石攔渣墻m317999.87182579399.044盲溝m2403937401640.585坡面植草m2698336217668.906干砌片石m366708.397復(fù)墾m31052749331498.862橋面徑流集中收集工程處40298563474640.851污水處理池處40264435166108.782柵m24532.534128375.30九管理、養(yǎng)護及服務(wù)房屋處14.558第二部分設(shè)備及工具、器具購置費公路公里9.987.050.02三辦公及生活用家具購置公路公里9.987.050.02第三部分工程建設(shè)其他費用公路公里9.98714419242614438012.0217.94—土地征用及拆遷補償費公路公里9.987713807077147362.278.881土地征用費公路公里9.987402661044031851.812賠償樹木及青苗費公路公里9.9877511919752169.723拆遷房屋補償費公路公里9.9878441240845222.794拆遷電力電訊賠償費公路公里9.9872981470298535.105土地 及占用稅公路公里9.987121799741219582.86設(shè)項目公路公里9.987225112352254053.772.801建設(shè)單位公路公里9.9878974669898635.132工程監(jiān)理費公路公里9.987127492961276589.173設(shè)計文件

費公路公里9.98763746563829.484竣（交）工驗收試驗檢測費公路公里9.987.00三研究試驗費公路公里9.987四建設(shè)項目前期工作費公路公里9.987五專項評價（估）費公路公里9.987八聯(lián)合試運轉(zhuǎn)費公路公里9.98731873231914.690.04九生產(chǎn)

培訓(xùn)費公路公里9.987440004405.730.01十 設(shè)期 利息公路公里9.987499377525000275.566.21編制：總表建設(shè)項目名稱：PTSJ2合同段-編制范圍：(營改增)PTKZ2合同段(K79+826-K94+129.6)第

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頁01表項目節(jié)細目工程或費用名稱單位數(shù)量金額（元）技術(shù)經(jīng)濟指標各項費用比例(%)備注第一、二、三部分費用合計公路公里9.98778183201578284971.9697.27預(yù)備費元219568282.73—1.價差預(yù)備費元二2.基本預(yù)備費元219568282.73總金額元803788842100.00其中：回收金額元公路基本造價公路公里9.98780378884280483512.77100.00編制：人工、材料、機械臺班數(shù)量匯總表建設(shè)項目名稱：PTSJ2合同段-編制范圍：(營改增)PTKZ2合同段(K79+826-K94+129.6)第

1

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頁02表序號規(guī)格名稱單位單價總數(shù)量分項統(tǒng)計場外

損耗臨時工程路基工程路面工程橋梁涵洞工程交叉工程隧道工程公路設(shè)施及預(yù)埋管線工程綠化及環(huán)境保護工程輔助生產(chǎn)其他％數(shù)量1人工工日651551954291921615861136979834822機械工工日85202497178128203168054285616033人工工日65114抗震拉桿kg635509355095原木m3166064599100205102316鋸材木中板§＝19～35m3175381317枕木m3光圓鋼筋直徑10～14mmt24096445112639420189帶肋鋼筋直徑15～24mm，25mm以上t251234154197337336715710冷軋帶肋鋼筋網(wǎng)直徑7～9mmt43742243224311鋼絞線普通，無松弛t39292864286412波紋管鋼帶t484421321313型鋼t2820700146882514鋼板t2533381003651515t36264361434016鍍鋅t4091585817復(fù)合土工膜(一布一膜)m2123147911778鋼釬kg6450122341519空心鋼纖kg6670856287473342050mm以內(nèi)合金鉆頭個318479753931063021鋼絲繩t554911010122鋼纖維t49615523電焊條kg6213876308211647126265924螺栓kg917膨脹螺栓套26立柱t57272227波形鋼板t49690028鋼護筒t4508919129鋼模板t510420952002230組合鋼模板t45984781584077631門式鋼支架t46388181032四氟板式橡膠組合支座dm387154341543433JZPZ-3500-GD塊5000121234LNR（G)-D395×119塊253371271235HDR(Ⅰ)-d395×177-G1.0塊510536836836HDR(Ⅰ)-d445×187-G1.0塊680040040037LNR（G)-D445×128塊33661176117638盆式橡膠支座（2000KN）套1775400400編制：人工、材料、機械臺班數(shù)量匯總表建設(shè)項目名稱：PTSJ2合同段-編制范圍：(營改增)PTKZ2合同段(K79+826-K94+129.6)第

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頁02表序號規(guī)格名稱單位單價總數(shù)量分項統(tǒng)計場外

損耗臨時工程路基工程路面工程橋梁涵洞工程交叉工程隧道工程公路設(shè)施及預(yù)埋管線工程綠化及環(huán)境保護工程輔助生產(chǎn)其他％數(shù)量39盆式橡膠支座（3500KN）套35738840模數(shù)式伸縮縫tMSKF160伸縮縫m74751092109242鑄鐵kg3307883078843鋼絞線群錨（5孔）套93468514685144鐵件kg4437062980121244289830121921281545鍍鋅鐵件kg61818181846鐵釘kg523143338994996847478～12號鐵絲kg52768073247201724449200554820～22號鐵絲kg515001262514875119144549鑄鐵管kg4568675686750鐵絲編制網(wǎng)m2224623462351電線m780880852鋁（銅）線m68433843353皮線m8342683426854接線箱個658282855油漆kg13171756環(huán)氧樹脂kg281218121857土工布m245567291451408658土工格柵m211319823198259U型錨釘kg59752975260200*200*30橡膠緩沖塊個774164416461180*180*50橡膠緩沖塊個1051824182462PVC塑料管（Φ100mm）m133584345113363UPVC管(D=250mm)m30159301593064φ150mm軟式透水管m301399139965PVC注漿管m31508891069864390366草籽kg42987497771.00986732.5級水泥t3038798528521860060556101240941.008716842.5級水泥t34047910474351.004746952.5級水泥t5052402371.00270硝銨kg125890299516022420478171導(dǎo)火線m215467259413571359481241772普通個21228444301078394642993373石油瀝青t4436107591928174kg8101793274522188580075柴油kg723977154541213103728627981136766545776煤t4581709351.000編制：人工、材料、機械臺班數(shù)量匯總表建設(shè)項目名稱：PTSJ2合同段-編制范圍：(營改增)PTKZ2合同段(K79+826-K94+129.6)第

3

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頁02表序號規(guī)格名稱單位單價總數(shù)量分項統(tǒng)計場外

損耗臨時工程路基工程路面工程橋梁涵洞工程交叉工程隧道工程公路設(shè)施及預(yù)埋管線工程綠化及環(huán)境保護工程輔助生產(chǎn)其他％數(shù)量77電kw-h129313019213696357511735578水m33543401120915509242921141934281579青（紅）磚千塊280543430973.001680SNS主動防護網(wǎng)m21101188118881生石灰t3279887959723.0028882砂m31054328152.50183中（粗）砂m310515627947871642137912.50381284砂礫m310051538426251902265327581.0051085天然級配m395816280811.008186黏土m32556682398814789357341323883.00165187片石m310613811186891010558711873188大卵石m37250701172389889粉煤灰m31615323.00090碎石（2cm）m31186494939845862362510741.0064391碎石（4cm）m31161340467844285311925316926001.00132792碎石（6cm）m31144664621.00593碎石（8cm）m31122282016204465315411971.0022694碎石m3114192801570629981572281.0019195石屑m31241.001696路面用碎石（1.5cm）m32063922231651.00497路面用碎石（2.5cm）m32044630161.00098路面用碎石（3.5cm）m32027341945321.00799草皮m292262117.0015100其他材料費元1193245566564198526089101設(shè)備攤銷費元11664880184792500147932626210275kW以內(nèi) 式推土機臺班75010322918262792310390kW以內(nèi) 式推土機臺班8771717104105kW以內(nèi)

式推土機臺班968259259105135kW以內(nèi)

式推土機臺班1352221221106165kW以內(nèi)

式推土機臺班15801.0m3

式單斗挖掘機臺班9592.0m3

式單斗挖掘機臺班153357534060491261091.0m3輪胎式裝載機臺班5121102.0m3輪胎式裝載機臺班88323231113.0m3輪胎式裝載機臺班115369062664112120KW以內(nèi)平地機臺班1080528204950121136～8t光輪壓路機臺班30712597534762281148～10t光輪壓路機臺班3429267205編制：人工、材料、機械臺班數(shù)量匯總表建設(shè)項目名稱：PTSJ2合同段-編制范圍：(營改增)PTKZ2合同段(K79+826-K94+129.6)第

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頁02表序號規(guī)格名稱單位單價總數(shù)量分項統(tǒng)計場外

損耗臨時工程路基工程路面工程橋梁涵洞工程交叉工程隧道工程公路設(shè)施及預(yù)埋管線工程綠化及環(huán)境保護工程輔助生產(chǎn)其他％數(shù)量11510～12t光輪壓路機臺班437181811612～15t光輪壓路機臺班49814812600211170.6t手扶式振動碾臺班20t以內(nèi)振動壓路機臺班1213562562119夯擊功200～620N

m臺班2232329331120氣腿式風(fēng)動鑿巖機臺班1612138～170mm

錨固鉆機臺班2201098778319122235kW以內(nèi)穩(wěn)定土拌和機臺班1237.5m穩(wěn)定土攤鋪機臺班133122124撒布寬度1～3m石屑撒布機臺班7312111254000L以內(nèi)瀝青灑布車臺班505642126250L以內(nèi)強制式混凝土攪拌機臺班1432102141144701115127127500L以內(nèi)強制式混凝土攪拌機臺班22564586128200L以內(nèi)灰漿攪拌機臺班102242172701293m3/h以內(nèi)灰漿輸送泵臺班電動單液注漿泵臺班6m3以內(nèi)混凝土攪拌

車臺班12582774277413260m3/h以內(nèi)混凝土輸送泵臺班111710013360m3/h以內(nèi)水泥混凝土攪拌站臺班228771971913420m以內(nèi)混凝土布料機臺班402100油泵、千斤頂各鋼絞線拉伸設(shè)備臺班6845136含鋼帶點焊機波紋管卷制機臺班2927657651372t以內(nèi)載貨汽車臺班286771383t以內(nèi)載貨汽車臺班33466431861394t以內(nèi)載貨汽車臺班406352112191408t以內(nèi)載貨汽車臺班515244196252314115t以內(nèi)載貨汽車臺班79212512514210t以內(nèi)自卸汽車臺班6658222479814312t以內(nèi)自卸汽車臺班7361027491910314415t以內(nèi)自卸汽車臺班8065648814520t以內(nèi)自卸汽車臺班9637036703614630t以內(nèi)平板拖車組臺班99076976914740t以內(nèi)平板拖車組臺班1192L以內(nèi)灑水汽車臺班597205831090121491.0t以內(nèi)機動翻斗車臺班1715030kW軌道拖車頭臺班2822542254215110t以內(nèi)

式起重機臺班53496396315215t以內(nèi)

式起重機臺班679124124編制：人工、材料、機械臺班數(shù)量匯總表建設(shè)項目名稱：PTSJ2合同段-編制范圍：(營改增)PTKZ2合同段(K79+826-K94+129.6)第

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頁02表序號規(guī)格名稱單位單價總數(shù)量分項統(tǒng)計場外

損耗臨時工程路基工程路面工程橋梁涵洞工程交叉工程隧道工程公路設(shè)施及預(yù)埋管線工程綠化及環(huán)境保護工程輔助生產(chǎn)其他％數(shù)量15340t以內(nèi)輪胎式起重機臺班13034454451545t以內(nèi)汽車式起重機臺班46027076183101558t以內(nèi)汽車式起重機臺班62963150020476415612t以內(nèi)汽車式起重機臺班81532671012131221415720t汽車式起重機臺班114458215820015830t汽車式起重機臺班30kN以內(nèi)單筒慢動電動卷揚機臺班130186181861816050kN以內(nèi)單筒慢動電動卷揚機臺班1463713137131161300kN以內(nèi)振動打拔樁錘臺班441100910091621500mm以內(nèi)回旋鉆機臺班1223597459741632500mm以內(nèi)回旋鉆機臺班18691145511455164容量100～150L泥漿攪拌機臺班99100mm以內(nèi)電動多級離心清水泵DA1-100-6臺班29511016632kV

A交流電弧焊機臺班35136322121167100kV

A交流對焊機臺班2483m3/min以內(nèi)機動空氣壓縮機臺班323251322181699m3/min以內(nèi)機動空氣壓縮機臺班66533832744469170小型機具使用費元2871738561256274190967162編制：建筑安裝工程費計算表建設(shè)項目名稱：PTSJ2合同段-編制范圍：(營改增)PTKZ2合同段(K79+826-K94+129.6)第1頁共5頁03表序號工程名稱單位工程量直接費（元）間接費（元）利潤(元)費率

7.0%稅金(元)綜合稅率3.51%建筑安裝工程費直接工程費其他工程費合計合計(元)單價（元）人工費材料費機械使用費合計1234567891011121314151施工便道、取棄土場便道km14.7773224102567633530227342027024739336676632757502672601477954358468294949.422預(yù)制場及施工駐地便道km1.7505263928181362717397169297904269583798731113293411.593臨時軌道鋪設(shè)km11.655137121874370101149180831109232311461980752451981332892114362.264臨時電力線路km13.386462895217835680724328661135852304451962488173373854813.865臨時電信線路km3.4003271157541902515682059224281522861254047471.726便涵m/道638.000116500011650001165000815504375412903042022.427拌和站安拆o5.00012523462488761830223824129443442426757179452732024518892055712641114252.778臨時排水溝m5864.6008210914092422303341836175261052431036252.929臨時邊坡急流槽m472.8001302432256244026026753439253747215.8010伐樹、挖根、除草m233860.16911064872986451405132161450156658249684711431076439225417766.5711瀝青表面處治km1.255984730987682383279601801425328322475.5212挖除瀝青表面處治路面m210668.000177521405531807384535651832325951635482034.5213拆除舊漿砌片石圬工m3175.3009343128310626142512051427488860417817101.6414挖路基土方m3245584.40073073915583988657103735109239266713791484346312817155.2215挖路基石方m3368814.8009404441279913373384359542005732486527448639986476112268288791183421.4516路基棄方m3472777.800695301169530116307167583727194382544468292122861469918.2217利用土方填筑m3130911.76225528682245756527578964050355193299618835536.7518耕地填前夯實m31440.700357722441132893930732764258331483104.0919橋頭涵側(cè)路基處理m373864.80068967636863132763011713900032124074602404888735376582978868784656118.9320陡坡路堤處理m296.800651843021433673262506739239441366285881612.4521填挖交界處理m2/m16626.400369799322678995292015729967950124269426738836660108111465.0222路床處理m3/m68817.700161350218444253301628788082061093084917189363224806122818362190452.6323翻挖填筑處理m270909.80012564684998775161317272471510341878281126936221735031.2724灰土樁m/m291296.0004448802001282162950440756673686754444342354494323804179805530244458.0825I型排水溝m3/m293.500116532121801253012781295959020467125723707571263.2326Ⅱ型排水溝m3/m14.600574960126731243412451367929391007619182431249.5527I型平臺排水溝m3/m588.70020188717486496983864494098142743010186931554986.1428Ⅱ型平臺排水溝m3/m445.9001385411225942426263561282922918537026521576890.7029截水溝m3/m171.500719447063679181218775212217991293.2930I型急流槽m3/m2220.0008321195934081207814376051573201594925411946117822745772199270990.6631Ⅱ型急流槽m3/m215.100846335832311701180174872208031026.5132涵洞急流槽m3/m212.80072480565131158106756717198085930.8533吊溝m3/m243.600943606567013251321783802471151014.4334攔水帶-邊坡急流槽m3/m18.600789157891011378115051528639161129714210451131.4735邊溝涵m3/m23.100768579661291578016281740839291284794234151013.6336線外渠m3/m226.100897779384011166214276459081576896862856381263.3337填方拱形骨架防護m3/m21418.90040778965489766014112870110927112379722260349137654594.6638挖方拱形骨架護坡m3/m21753.700446252753619705771270448122419139286724980810283661267.27編制：復(fù)核：建筑安裝工程費計算表建設(shè)項目名稱：PTSJ2合同段-編制范圍：(營改增)PTKZ2合同段(K79+826-K94+129.6)第2頁共5頁03表序號工程名稱單位工程量直接費（元）間接費（元）利潤(元)費率

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