招標人報價匯總表

1、招標人報價匯總表招標人報價匯總表招標人報價匯總表招標人報價匯總表合同段：鄭州市迎賓路與連霍高速公路互通式立交新建工程YBLLJ-SG標段序號章次科目名稱金額（元）1100總則3765787.682200路基28560391.753300路面20890822.424400橋梁、涵洞53837349.995200路基（保通輔道）3420500.176300路面（保通輔道）5155432.317400橋梁、涵洞（保通輔道）486540.348600安全設施及預埋管線（保通輔道）1126632.989第100章至第700章合計117243457.6410已包含在清單合計中的資料、工程設施、專業(yè)工程暫估

2、價合計388030.0011清單合計減去資料、工程設施、專業(yè)工程暫估價合計116855427.6412不行預示費11685542.7613評標價116855427.6414招標人報價128929000.40工程量清單表合同段：鄭州市迎賓路與連霍高速公路互通式立交新建工程YBLLJ-SG標段第100章總則子目號子目名稱單位101-1保險費-a按合同條款規(guī)定，供給建筑工程全部險總數(shù)-b按合同條款規(guī)定，供給第三者責任險總數(shù)102-1完工文件總數(shù)102-3安全生產(chǎn)費總數(shù)102-4工程管理軟件（暫估價）總數(shù)102-5保通費（人員、設施、車輛等）（暫估價）總數(shù)103-1暫時道路修建、保養(yǎng)與拆掉(包含原道路

3、的保養(yǎng)費)-a便道總數(shù)-b便道保養(yǎng)及拆掉維修費總數(shù)103-2暫時占地總數(shù)103-3暫時供電設施-a設施架設、拆掉總數(shù)-b設施維修月103-4電信設施的供給、維修與拆掉總數(shù)103-5供水與排污設施總數(shù)104-1承包人駐地建設總數(shù)第100章合計數(shù)目單價合價1.000350669.36350669.361.0003000.003000.001.00080000.0080000.001.0001933935.011933935.011.000100000.00100000.001.000288030.00288030.001.000157758.71157758.711.00059327.325932

4、7.321.00075037.5075037.501.00061465.7061465.7024.0002000.0048000.001.0008564.088564.081.000100000.00100000.001.000500000.00500000.00人民幣3765787.68元工程量清單表合同段：鄭州市迎賓路與連霍高速公路互通式立交新建工程YBLLJ-SG標段第200章路基子目號子目名稱單位202-1清理與掘除-a清理現(xiàn)場（包含填前壓實）m2-b砍伐樹木棵-c挖除樹根棵-d除去建筑垃圾m3-e邊坡清表m3202-2挖除舊路面-b瀝青混凝土路面m3-d穩(wěn)固料（底）基層m3202-3

5、拆掉結構物-a拆掉混凝土m3-d標記、標牌-d-1單柱式道路交通標記（含基礎）塊-d-2雙柱式道路交通標記（含基礎）塊-d-3門架式道路交通標記（含基礎）塊-e間隔柵-e-2刺鐵絲間隔柵m-h波形梁護欄m203-1路基挖方-a挖土方m3-c挖除非適用資料（包含淤泥，含抽水）m3204-1路基填筑-b利用土方m3-e借土填方m3-g結構物臺背回填-g-7回填4%水泥穩(wěn)固土m3-i辦理路床-i-2水泥土辦理路床-i-2-24%水泥土辦理路床m3-i-4挖出原路床m3-j清淤回填-j-3回填碎石m3205-1軟土地基辦理-k土工織物-k-2土工格柵-k-2-3聚丙烯三向土工格柵m2-o水泥攪拌樁（樁

6、徑50cm）m-p碎石墊層m3-r4%水泥土墊層m3207-8預制混凝土坡面排水結構物-a混凝土邊溝數(shù)目單價合價139233.0000.87121132.718870.00027.11240465.708870.0009.4483732.8025443.00014.52369432.362931.00013.9440858.141181.00093.53110458.932004.00023.1346352.521689.900166.77281824.621.000433.29433.292.0001449.402898.801.0009874.639874.631675.0005.8798

7、32.252059.0007.0114433.5939297.0002.4094312.801120.00017.0219062.4033876.0006.67225952.92198493.00034.856917481.058923.00068.48611047.0431191.00034.511076401.418272.0007.9665845.121120.000219.65246008.0014367.00017.24247687.0856262.00043.272434456.741413.000219.65310365.455507.00068.00374476.00-a-2C

8、25m3-a-4C25現(xiàn)澆混凝土基礎m3-d混凝土急流槽-d-1C25m3-d-2C25現(xiàn)澆混凝土m3207-12植草土邊溝-a濕法噴播植草灌m2207-15泵站工程-a挖基坑土方m3-b挖溝槽土方m3-c基坑回填土方m3-d基坑回填中粗砂m3-e溝槽回填土方m3-f余方棄置m3-gC30混凝土墊層m3-hC30混凝土基礎m3-i基礎灌注C30細石混凝土m3-j泵站頂C30混凝土鋪蓋m3-k木柵欄m-l帶肋鋼筋t-o一體化泵站（規(guī)格:3800，H=9m；內設潛污泵三臺，座單泵Q=1550m3/h，H=9m，N=55KW）-p焊接鋼管-p-1DN600m-p-2DN800m-q1500混凝土檢查

9、井座-r八字式出水口座207-16雨水工程-a級鋼筋混凝土管-a-1d300m-a-2d600m-b雨水檢查井-b-11000mm座-b-21250mm座-c雨水口-c-1雙箅偏溝式雨水口座-c-2四箅偏溝式雨水口座-c-3十箅偏溝式雨水口座-d防墜網(wǎng)套-e主管管道加固-e-2DN600m-f檢查井加固座-j挖溝槽土方m3-k回填土方m3-l余方棄置m3208-1植物護坡-j濕法噴播植草灌m2208-4預制混凝土塊護坡-b拱形骨架護坡787.8001256.35989752.53377.300587.30221588.2993.2001362.26126962.6335.7001103.133

10、9381.742321.00012.9330010.531385.00016.9923531.153244.0009.1629715.04376.70040.9815437.1729.720218.096481.633047.00018.1855394.461205.30010.3512474.8615.380449.626915.1639.060511.2119967.8611.340715.748116.4979.270507.4640226.3524.000179.014296.240.3025457.751648.241.000930399.75930399.7550.000783.2

11、239161.0080.000853.9368314.402.0009438.1918876.381.0005217.325217.32316.000300.3994923.24377.000566.34213510.1812.0005781.0169372.121.0006553.686553.6811.0001552.4417076.848.0002799.7722398.162.0007005.9114011.8213.00019.60254.80200.000661.53132306.0013.000900.8511711.052670.0009.1624457.201847.0001

12、8.1833578.46824.00010.358528.4034070.00012.93440525.10-b-2C25m3-b-5C25現(xiàn)澆混凝土基礎m3209-1砌筑式擋土墻-aM7.5沙漿砌片石m3209-3重力式混凝土擋土墻-aC25現(xiàn)澆混凝土m3-c碎石墊層m3209-4防撞墻-aC現(xiàn)澆混凝土-a-2C30現(xiàn)澆混凝土m3-b鋼筋-b-2帶肋鋼筋kg209-5扶壁式擋土墻-aC30現(xiàn)澆混凝土m3-c鋼筋-c-2帶肋鋼筋kg215-6混凝土錐坡-aC25預制六棱塊m3-b錐坡回填-b-34%水泥土m3-c砂礫墊層m3-dM7.5漿砌片石基礎m3第200章合計463.6001051.91

13、487665.4862.300586.2536523.3857.800432.2824985.789559.300714.536830406.631253.100303.82380716.84182.600807.58147464.1144793.0006.39286227.271424.700795.911133932.98148151.0005.81860757.31289.500839.15242933.933135.70077.55243173.54144.800193.2127976.81289.800413.13119725.07人民幣28560391.75元工程量清單表合同段：鄭

14、州市迎賓路與連霍高速公路互通式立交新建工程YBLLJ-SG標段第300章路面子目號子目名稱單位304-1水泥穩(wěn)固土底基層-a厚160mm-a-3碎石m2-b厚180mm-b-3碎石m2304-3水泥穩(wěn)固土基層-b厚180mm-b-3碎石m2-c厚200mm-c-3碎石m2-e厚340mm-e-3碎石m2-f厚320mm-f-3碎石m2306-1級配碎石底基層-a厚200mmm2307-1瀝青穩(wěn)固碎石面層-aATB-25-a-2厚100mmm2308-1透層m2308-2粘層m2309-3粗粒式瀝青混凝土-aAC-25C-a-1厚80mmm2310-2封層-e改性瀝青同步碎石封層m2310-5瀝

15、青砂m2311-1中粒式改性瀝青混凝土-aAC-20C-a-1厚60mmm2311-2細粒式改性瀝青混凝土-aAC-13C-a-1厚40mmm2312-1水泥混凝土面板-c厚260mm（混凝土彎拉強度5Mpa）m2-h剛柔過渡段現(xiàn)澆混凝土m3312-2鋼筋-a光圓鋼筋kg-b帶肋鋼筋kg313-1培土路肩-a培土m3數(shù)目單價合價27350.00052.281429858.0019043.00058.591115729.372700.00063.95172665.006816.00070.84482845.4422848.000121.002764608.0020592.000114.10234

16、9547.205220.00054.70285534.005116.00083.54427390.6446140.0003.55163797.0079425.0001.36108018.0022672.00073.941676367.6852956.0009.25489843.006816.00021.72148043.5258783.00060.303544614.9056195.00043.952469770.256816.000148.941015175.0469.980583.0040798.3431070.0005.82180827.403905.0006.2724484.35269

17、6.00020.9256400.32313-5C25混凝土預制塊路緣石m3313-7C25現(xiàn)澆混凝土m3314-6路肩排溝渠-a預制C25砼集水槽m-e排水層米石m3-g反濾土工布m2-h防滲土工布m2314-10慢車道、非靈巧車道路面排水-a縱向集水槽m-b球墨鑄鐵雨水箅子（750mm*450mm）塊-cDN300鋼筋混凝土級承插管m320-1人行道-a6cm厚透水型彩色混凝土預制磚m2-c15cmC25透水混凝土m2-d15cm級配碎石m2第300章合計81.730939.8976817.2120.120546.4210993.971136.600149.85170319.5140.000

18、224.488979.20802.00013.2710642.54892.00014.0712550.441604.000187.78301199.121073.000490.00525770.0010.000303.803038.004473.00060.65271287.454473.00082.18367591.144473.00041.43185316.39人民幣20890822.42元工程量清單表合同段：鄭州市迎賓路與連霍高速公路互通式立交新建工程YBLLJ-SG標段第400章橋梁、涵洞子目號子目名稱單位403-1基礎鋼筋（包含灌注樁、承臺、沉樁、沉井等）-a光圓鋼筋kg-b帶肋鋼筋

19、kg-c冷軋帶肋鋼筋網(wǎng)kg403-2下部結構鋼筋-a光圓鋼筋kg-b帶肋鋼筋kg-d冷軋帶肋鋼筋網(wǎng)kg403-3上部結構鋼筋-a光圓鋼筋kg-b帶肋鋼筋kg403-4隸屬結構鋼筋-a光圓鋼筋kg-b帶肋鋼筋kg404-1干處挖土方m3405-1鉆孔灌注樁、樁徑m-b樁徑1.2mm-c樁徑1.5mm-d樁徑1.8mm-f樁徑1.6mm410-1混凝土基礎（包含支撐梁、樁基承臺，但不包含樁基)-b承臺(按混凝土等級擺列)-b-3C35m3-c樁基系梁-c-2C30m3410-2混凝土下部結構-a輕型橋臺(按混凝土等級擺列)-a-3C35m3-c肋形埋置式橋臺(按混凝土等級擺列)-c-3C35m3-

20、e柱式橋墩(按混凝土等級擺列)-e-3C40m3-g墻式墩-g-3C40m3-i混凝土蓋梁及耳背墻(按混凝土等級擺列)-i-2C40m3-k柱間系梁(按混凝土等級擺列)-k-1C40m3410-3現(xiàn)澆混凝土上部結構-e箱梁(按混凝土等級擺列)數(shù)目單價合價153094.0005.69871104.86647629.0005.823769200.786807.0005.8239616.7480708.0005.91476984.28358147.0006.012152463.477085.0006.0843076.80322778.0006.031946351.342006041.0006.111

21、2256910.517646.0005.7043582.20211484.0006.251321775.0011896.00023.68281697.28848.0001162.46985766.08890.0001624.501445805.001252.0002270.732842953.961902.0001777.963381679.92736.600594.51437916.07255.800642.65164389.87183.300899.37164854.5287.300879.0576741.07570.380829.18472947.69146.000730.4410664

22、4.241774.5001041.521848177.2468.820844.3858110.23-e-2C40m3410-5上部結構現(xiàn)澆整體化混凝土-a預制板、梁-a-3C50（預制箱梁現(xiàn)澆部分）m3410-6現(xiàn)澆混凝土隸屬結構-b防撞墻(按混凝土等級擺列)-b-2C30m3-d橋頭搭板(按混凝土等級擺列)-d-1C20墊層m3-d-2C30m3-e抗震擋塊及擋土板(按混凝土等級擺列)-e-2C40m3-e-3橡膠塊（按規(guī)格擺列）-e-3-130cm25cm3cm塊-f支座墊石(按混凝土等級擺列)-f-3C40m3410-7預制混凝土隸屬結構-f踏步(按混凝土等級擺列)-f-2C25m3-f

23、-3C25現(xiàn)澆混凝土基礎m3411-2先張法預應力鋼絞線kg411-5后張法預應力鋼絞線kg411-7現(xiàn)澆預應力混凝土上部結構-d空心板混凝土鉸縫、企口縫(按混凝土等級擺列)-d-3C50m3411-8預制預應力混凝土上部結構-c空心板(按混凝土等級擺列)-c-3C50m3-e預應力箱梁(按混凝土等級擺列)-e-2C50m3415-2水泥混凝土橋面鋪裝（級、厚mm）-cC50防水混凝土厚100mm（含橋面排水）m2-dC50防水混凝土厚80mm（含橋面排水）m2-e100UPVC管m415-3防水層-a環(huán)氧瀝青粘結防水層m2416-1矩形板式橡膠支座-hGJZF（300mm300mm76mm）

24、個-iGJZ（400mm450mm99mm）個416-2圓形板式橡膠支座-fGYZ（250mm52mm）個-gGYZ（450mm84mm）個-iGYZF4（300mm65mm）個416-4盆式支座-dGPZ（）2.5DX個-eGPZ（）2.5SX個-nGPZ（）5.0DX個-oGPZ（）5.0GD個1520.0001173.701784024.00726.1001045.62759224.68713.600842.86601464.90346.700544.53188788.55485.300658.78319705.9318.2001033.5518810.61132.00040.87539

25、4.8419.800796.7715776.0542.500836.0335531.284.800552.872653.787844.0007.5959535.96246943.00010.162508940.8838.400691.9126569.34195.3001194.70233324.915254.0001197.406291139.6011652.00071.07828107.644536.00057.84262362.241531.00061.9294799.5216188.00019.22311133.3656.000518.8029052.8084.0001351.62113

26、536.0872.000193.6113939.92110.0001013.31111464.1092.000726.1866808.564.0002172.278689.088.0001209.419675.288.0006036.5548292.402.0005043.3110086.62-pGPZ（）5.0SX個417-2模數(shù)式伸縮裝置-aD-60型m-bD-80型m-cD-120型m-dD-160型m419-1單孔鋼筋混凝土圓管涵-a涵基開挖-a-1土方m3-b涵管基礎墊層-b-1砂礫墊層m3-c涵管混凝土基礎-c-3C25m3-e混凝土預制安裝圓管-e-2C30m3-f圓管鋼筋(型號

27、或規(guī)格)-f-1光圓鋼筋kg-f-2帶肋鋼筋kg-g混凝土洞口基礎-g-3C25m3-h混凝土洞口墻身-h-2C25m3-k洞口、洞內鋪砌及截水墻-k-4C25混凝土m3-k-5砂礫墊層m3-l帽石-l-2C25混凝土m3420-1鋼筋混凝土蓋板涵-a涵基開挖-a-1土方m3-c混凝土臺身基礎-c-3C25m3-c-4光圓鋼筋kg-c-5帶肋鋼筋kg-e混凝土臺身（含臺身防水）-e-1C25m3-h現(xiàn)澆混凝土蓋板-h-2C30m3-i鋼筋(型號或規(guī)格)-i-2帶肋鋼筋kg-j混凝土洞口基礎-j-3C25m3-k混凝土洞口墻身-k-2C25m3-n洞口、洞內鋪砌及截水墻-n-4C25混凝土m3-

28、n-6砂礫墊層m3-q臺帽、帽石、護欄基座8.0005243.1341945.0463.5001127.0071564.50125.5001568.00196784.0061.2002548.00155937.6028.1003430.0096383.0025.00023.90597.500.600193.21115.933.900638.972491.983.1001313.684072.4166.0005.80382.80293.0005.911731.633.700595.162202.094.100769.083153.231.700595.161011.770.500193.2296

29、.610.400779.23311.69797.00023.9019048.30535.600595.16318767.70723.0005.704121.105116.0005.8229775.12299.200849.68254224.26105.3001044.52109987.9625090.0005.69142762.1054.100595.1632198.1668.100769.0852374.3560.300595.1635888.1532.300193.216240.68-q-1C25m3-q-2C30m3-q-4光圓鋼筋kg-q-5帶肋鋼筋kg420-2鋼筋混凝土箱涵-a基坑

30、開挖-a-1土方m3-b基礎墊層-b-2碎石墊層m3-c混凝土涵身基礎-c-1C15m3-f現(xiàn)澆混凝土涵身-f-3C30m3-g鋼筋-g-1光圓鋼筋kg-g-2帶肋鋼筋kg-j漿砌片石洞口基礎-j-2M10m3-k漿砌片石洞口墻身-k-2M10m3-l洞口、洞內鋪砌及截水墻-l-4C25混凝土m3-l-5砂礫墊層m3-q臺帽、帽石、護欄基座-q-2C30m3422-1鋼筋混凝土蓋板通道-a基坑開挖-a-1土方m3-c混凝土臺身基礎-c-4C25m3-c-5光圓鋼筋kg-c-6帶肋鋼筋kg-e混凝土臺身（含臺身防水）-e-1C25m3-h現(xiàn)澆混凝土蓋板-h-2C30m3-i鋼筋(型號或規(guī)格)-i

31、-2帶肋鋼筋kg-j混凝土洞口基礎-j-3C25m3-k混凝土洞口墻身-k-2C25m3-n洞口、洞內鋪砌及截水墻-n-4C25混凝土m3-n-6砂礫墊層m3-p臺后搭板-p-1C30m3-p-2帶肋鋼筋kg4.300779.223350.6548.400803.5338890.85630.0005.893710.70590.0006.013545.90641.00023.9015319.90305.400219.6567081.1155.800567.7431679.89472.000929.21438587.1215986.0006.70107106.2087462.0006.825964

32、90.84324.600395.00128217.0056.000504.5128252.56115.400595.1668681.464.700193.21908.094.400803.533535.5372.00023.901720.8049.900595.1629698.4868.0005.70387.60160.0005.82931.2032.800853.7728003.669.1001074.249775.581158.0005.696589.0212.600595.167499.0218.600769.0814304.8913.800595.168213.217.800193.2

33、11507.0420.900645.4213489.283520.0006.0121155.20-p-3C15現(xiàn)澆混凝土墊層m3-q臺帽、帽石、護欄基座-q-2C30m3-q-4光圓鋼筋kg-q-5帶肋鋼筋kg-r板頂鋪裝-r-1C40m3-r-4帶肋鋼筋kg-s防水層-s-1路橋用水性瀝青基防水層m2-u洞內臺階-u-1C20m3-u-26%石灰土m3422-3鋼筋混凝土箱型通道-b基礎墊層-b-3灰土墊層m3-c混凝土臺身基礎-c-3C20m3-f現(xiàn)澆混凝土臺身（箱節(jié)、堵墻）-f-3C30清水混凝土m3-g鋼筋-g-2帶肋鋼筋kg-h混凝土洞口基礎-h-3C25m3-i混凝土洞口墻身-i-

34、2C25清水混凝土m3-l洞口、洞內鋪砌及截水墻-l-3C25混凝土m3-l-4C25清水混凝土m3-l-5砂礫墊層m3-n混凝土洞口樓梯-n-1C30清水混凝土m3-n-3帶肋鋼筋kg-n-4C25清水混凝土m3-q臺帽、帽石、護欄基座-q-2C30m3第400章合計171.400518.9088939.467.700803.536187.18222.0005.891307.58362.0006.012175.622.200661.791455.94443.0006.152724.4522.20019.60435.120.900586.81528.130.500101.6550.83129.

35、000137.0917684.6125.700586.8115081.02251.600987.04248339.2624113.0006.82164450.667.600595.164523.2212.200797.539729.873.400595.162023.544.700623.612930.974.700193.21908.0928.000953.9926711.723329.0006.0620173.748.900929.698274.242.900803.532330.24人民幣53837349.99元工程量清單表合同段：鄭州市迎賓路與連霍高速公路互通式立交新建工程YBLLJ-

36、SG標段第200章路基（保通輔道）子目號子目名稱單位202-1清理與掘除-a清理現(xiàn)場（包含填前壓實）m2-b砍伐樹木棵-c挖除樹根棵-e邊坡清表m3202-2挖除舊路面-a水泥混凝土路面m3-b瀝青混凝土路面m3-c碎石路面m3-d穩(wěn)固料（底）基層m3202-3拆掉結構物-c磚、石及其余砌體結構m3-d標記、標牌-d-4雙柱式道路交通標記（含基礎）塊-e間隔柵-e-2刺鐵絲間隔柵m-h波形梁護欄m203-1路基挖方-a挖土方m3-e棄方-e-1棄土方m3204-1路基填筑-b利用土方m3-e借土填方m3-g結構物臺背回填-g-7回填4%水泥穩(wěn)固土m3205-1軟土地基辦理-p碎石墊層m3207

37、-8預制混凝土坡面排水結構物-a混凝土邊溝-a-2C25m3-d混凝土急流槽-d-1C25m3-d-2C25現(xiàn)澆混凝土m3208-1植物護坡-j濕法噴播植草灌m2208-4預制混凝土塊護坡-b拱形骨架護坡-b-2C25m3第200章合計數(shù)目單價合價21034.0000.8718299.583364.00027.1191198.043364.0009.4431756.16978.00013.9413633.32324.000152.6949471.562024.00093.53189304.72972.00018.7618234.727577.00023.13175256.01543.00087

38、.5647545.088.0003120.8524966.801491.0005.758573.251280.0007.018972.8054385.0002.75149558.7552994.0007.70408053.801199.0007.278716.7343633.00031.781386656.74854.00069.1359037.02103.000219.6522623.95297.4001246.72370774.5313.1001379.6518073.4225.9001126.5429177.3913168.00012.93170262.24114.7001049.291

39、20353.56人民幣3420500.17元工程量清單表合同段：鄭州市迎賓路與連霍高速公路互通式立交新建工程YBLLJ-SG標段第300章路面（保通輔道）子目號子目名稱單位304-1水泥穩(wěn)固土底基層-b厚180mm-b-3碎石m2304-3水泥穩(wěn)固土基層-c厚200mm-c-3碎石m2306-1級配碎石底基層-c厚200mmm2306-2級配碎石基層-c厚340mmm2308-1透層m2308-2粘層m2309-1細粒式瀝青混凝土-aAC-13C-a-1厚40mmm2309-2中粒式瀝青混凝土-aAC-20C-a-1厚60mmm2310-2封層-d乳化瀝青封層m2312-1水泥混凝土面板-e厚180mm（混凝土彎拉強度5Mpa）m2313-1培土路肩-a培土m3313-5C25混凝土預制塊路緣石m3第300章合計數(shù)目單價合價19779.00058.591158851.6119779.00070.841401144.361800.00054.7098460.001800.00089.45161010.0019779.0003.5570215.4520051.0001.3627269.3620051.00037.92760333.9220051.00055.461112028.4619779.0003.9778522.631800.00