安徽合肥某园区市政道排决算（道路排水工程）

1、市 政 工 程 预 算 表,工程名称：*排水工程（施工桩号：0+0462+482.297及合马路交口）,序号,定额编号,工程或费用名称,单位,数量,算价值（元）,单 价,复 价,合计,其中工资,合计,其中工资,汇 总,元,52511433,一,土方工程,元,12555616,1、道路土方,元,4540161,2、雨水土方,元,4288435,3、污水土方,元,3727019,二,车行道工程,元,16541166,三,人行道/侧石工程,元,398180,四,挡墙工程,元,114349 ,五,雨水工程,元,3035745,六,污水工程,元,1067422,七,其它,元,79628,八,设计变更及经

2、济签证,元,18719327,签证3#,挖蓄水塘,元,8938,签证4#,管委会大院绿化用挖掘机台班,元,1712,签证6#,供电局架线用推土机台班,元,1464,签证7#,为工业区建配电房,元,11871,签证8#,提前开工用发电机台班,元,13154,签证9#,业主要求清除红线外农作物,元,25616,签证10#,排水台班,元,10376,签证11#,挖除塘埂,元,20579,签证12#,埋过路管,元,5039,签证13#,处理灌溉沟,元,2640,签证17#,村民阻扰施工需排水,元,3275,签证19#,村民阻扰施工需排水,元,2546,签证20#,纬七路交口地质复杂雨污水管基增大增加工

3、作量,元,161544,签证27#,管委会大院绿化用土需挖掘机台班,元,2114,签证30#,村民强迫停电用发电机台班,元,3619,签证38#,路床K1+275处小河清淤换填,元,26492,签证41#,K1+350K1+644.5大塘清淤换填,元,1171702,签证44#,伐树,元,23920,签证47#,业主要求为村民修便道,元,204447,签证48#,K0+300K0+480大塘清淤换填,元,2909360,签证49#,合马路交口匝道土方,元,228102,签证50#,业主要求修施工便道,元,2645960,1163164,签证51#,全线路床下60cm范围换填8%灰土(扣除已换填

4、灰土的地段),元,1288010,签证52#,K1+560K1+625路床水渠清淤换填,元,104880,签证53#,全线各交口埋过路管,元,114844,签证54#,06-9-15日变更之前已额外完成工程量,元,745949,签证56#,便道埋过路管,元,4337,签证57#,K2+200K2+390路床下增加30cm厚8%灰土处理,元,92791,签证58#,K0+050K0+310路基换填,元,623841,签证61#,东雨水13#16#清淤,元,60851,签证62#,便道埋过路管,元,40180,签证63#,合马路交口直道路床清淤换填,元,269334,签证64#,合马路交口路床小水

5、塘清淤换填,元,205632,签证65#,设计变更,元,64679,签证69#,K0+400K0+870路基二灰改三碴在主体预算中已列二灰，在此只列价差增量,元,68788,签证70#,为业主布置开工典礼场面,元,594322,签证78-1#,铁道口最低处无出水口增加排水费用,元,5584,签证86#,铁道口最低处无出水口增加排水费用,元,15512,签证85#,铁道口最低处无出水口增加排水费用,元,11169,签证84#,铁道口最低处无出水口增加排水费用,元,5584,签证83#,铁道口最低处无出水口增加排水费用,元,7135,签证82#,铁道口最低处无出水口增加排水费用,元,5584,签证

6、81#,铁道口最低处无出水口增加排水费用,元,11169,签证80#,铁道口最低处无出水口增加排水费用,元,8273,签证70#,K0+4000+800段结构层变更,元,2141856,签证71#,K0+5800+684段路面增加钢筋网片,元,34923,签证72#,K0+0460+088段结构层变更,元,119490,签证74#,合马路与经六路交口处结构层变更,元,471705,签证75#,经六路与纬7路、纬8路交口结构层变更,元,126014,签证78#,K0+5200+760雨水管道加固变更,元,103967,签证79#,K0+5200+760雨水支管道变更,元,54513,签证2#,拌

7、合场硬化,元,306607,签证18#,因村民阻扰发生费用,元,4696,签证21#,因村民阻扰发生费用,元,4686,签证22#,因村民阻扰发生费用,元,2735,签证23#,因村民阻扰发生费用,元,4727,签证24#,因村民阻扰发生费用,元,1551,签证28#,因村民阻扰发生费用,元,1896,签证29#,因村民阻扰发生费用,元,2076,签证31#,因村民阻扰发生费用,元,14507,签证24#,因村民阻扰发生费用,元,10711,签证37#,修便道(含76#拆除便道),元,2833535,签证38-1#,K1+275东侧小河清淤换填,元,135969,签证39#,因停电阻扰发生停工

8、费用,元,68511,签证46#,出水口阻扰发生费用,元,249491,签证60#,取土场清表,元,93123,签证60-1#,合马路交口软基处理,元,64268,签证61#,06年5号、6号停工报告弥补停工损失,元,34850,工程造价合计,元,52511433,一,土方工程,1,道路土方（人机比例：1:9),1-237,挖掘机挖土装车,1000m3,153.346,3710.34,568964,1-321,15t自卸车运3km（路床多余土方）,1000m3,155.697,12218.34,1902359 ,1-237/320,挖掘机挖土装车15t自卸车运1km（外运根植土和运土回填）,1

9、000m3,38.387,11684.2,448521,1-117,填方段135kw推土机推运根植土80m内,1000m3,23.7,5433.33,128770,1-2,人工挖路床填方,100m3,153.346,843.93,129413,1-55,人工夯填路床填方,100m3,34.540,1028.54,35526,1-360,填土碾压(含填方段根植土清表后回填),1000m3,34.540,3663.94,126553,1-53,绿化带土方平整,100m2,371.200,163.83,60814,小计,3400920,综合费机械30.57%,3175168,970649,综合费人工

10、74.68%,225753,168592,合计,4540161,2,雨水土方（人机比例：2:8),1-65,挖掘机挖沟槽土方,1000m3,33.101,2210.46,73168, 1-9,人工挖土方2m,100m3,14.37,1488.9,21395, 1-9,人工挖土方4m,100m3,68.38,1774.17,121318,212换,8%灰土沟槽回填,10m3,3581.70 ,482.38 ,1727740,2-349换,生石灰消解,t,4871.11 ,31.54 ,153635,生石灰材差,t,4871.11 ,87.00 ,423787,1-321,沟槽回填后多余土方15t

11、自卸车运3km,1000m3,5.559,12218.34,67921.75206,小计,2588965,综合费机械30.57%,2446252,747819,综合费人工74.68%,142713,106578,灰土改良综合费36.66%,元,2305162 ,845072,合计,4288435,3,污水土方（人机比例：2:8),1-65,挖掘机挖沟槽土方,1000m3,26.541,2210.46,58668, 1-9,人工挖土方2m,100m3,1.22,1488.9,1816, 1-9,人工挖土方4m,100m3,42.51,1774.17,75420, 1-10,人工挖土方6m,100

12、m3,22.62,2106.99,47660,212换,8%灰土沟槽回填,10m3,3166.60 ,482.38 ,1527505,2-349换,生石灰消解,t,4306.58 ,31.54 ,135829,生石灰材差,t,4306.58 ,87.00 ,374672,1-321,沟槽回填后多余土方15t自卸车运3km,1000m3,1.51,12218.34,18450 ,小计,2240020,综合费机械30.57%,2115124,646593,综合费人工74.68%,124897,93273,灰土改良综合费36.66%,元,2038006 ,747133,合计,3727019,二,车行

13、道工程, 2-1,路槽整形,100m2,717.77,94.50,67829,2137换,15cm 厚(石灰:粉煤灰:土10;20:70)底基层,100m2,628.87,1356.76 ,853226,2-349换,生石灰材差及消解,t,1603.62 ,118.54 ,190093,2-174,15cm厚6:14:80三碴基层,100m2,800.86,192.97,154542,6:14:80三碴（厂拌含运费）,m3,12253.16,115.00,1409113,2-B26/B27换,20cm厚5%水泥稳定料基础(厂内拌和),100m2,697.466,3947.56,2753289,

14、2-B28/B30换,20cm厚5%水泥稳定料基础(运输2km),10m3,1422.83064,113.63,161676,2-B28/B30换,20cm厚5%水泥稳定料基础(摊铺),100m2,697.47,132.54,92442,2-178,基层养生,100m2,2127.20 ,10.30,21910,2-291换,26cm厚C35砼面层,100m2,645.77,1162.46,750683,C35砼,m3,17125.82,220.46,3775558,2-269/270换,机械摊铺8cm厚沥青砼粗料,100m2,18.30,286.70,5247,沥青砼粗料,t,354.87,

15、395.00,140175,2-285/286换,机械摊铺4cm厚沥青砼细料,100m2,18.30,223.52,4090,沥青砼细料,t,177.44,495.00,87831,2-300,面层养护,100m2,645.77,136.63,88232,2-298,锯缝,10m,1228.40,24.86,30538,2-293换,制胀缝,10m2,5.30,551.22,2924,2-304,路面加固钢筋,t,26.907,2828.8,76115,钢筋材差,t,27.445,1018.8 ,27961,小计,元,10693474,综合费36.66%,元,10693474,3920227,

16、分析,S851聚安脂填缩缝,m,12284,4.20 ,51593,分析,S851聚安脂填路面与侧石边缝,m,9300,5.80 ,53940,分析,S851聚安脂填胀缝,m,204,12.50 ,2550,商品砼价差及税3.413%,元,17126,106.24 ,1819382,合计,元,16541166,三,人行道/侧石工程,2-2,路基整形,100m2,0.00 ,53.64 ,0,2-174,15cm厚2:8二灰基层,100m2,0.00 ,192.97 ,0,15cm厚2：8二灰,m3,0.00 ,76.00 ,0,2-178,基层养生,100m2,0.00 ,10.30 ,0,2

17、-B14换,新铺彩色道板25255cm厚,100m2,0.00 ,425.75 ,0,25255cm彩色普通道板,块,0 ,2.25 ,0,1:4水泥砂浆材差,m3,0.00 ,32.90 ,0,2-334换,安砌人行道外缘石80158cm,100m,0.00 ,200.14 ,0,外缘石80158cm,m,0.00 ,7.00 ,0,2-331换,外缘石碎石垫层,m3,0.00 ,75.00 ,0,2-B18,100158cm树池石安砌,100m,0.00 ,113.57 ,0,100158cm树池石,m,0.00 ,8.50 ,0,2-332,安砌侧石803012cm,100m,0.00

18、,369.44 ,0,侧石803012cm,块,0.00 ,12.00 ,0,2-332,安砌分隔带侧石803014cm,100m,96.97 ,369.44 ,35825,侧石803014cm,块,12303.1 ,13.50 ,166091,2-330,C15砼侧石垫层及靠背,m3,380.00 ,39.96 ,15185,C15砼 ,m3,387.60 ,191.60,74264,小计,291365,综合费36.66%,291365,106814,合计,元,398180,四,挡墙工程,a,级挡墙,1-686,碎石垫层,10m3,10.75 ,858.02 ,9224,1-709,M7.5

19、#浆砌块石挡墙,10m3,26.90 ,1659.06 ,44629,块石材差,m3,313.65 ,13.93 ,4369,M7.5#材差,m3,98.72 ,62.79 ,6199,1-707,C20砼压顶,10m3,2.80 ,676.07 ,1893,C20砼 ,m3,28.56 ,205.75 ,5876,1-708,压顶模板,100m2,0.92 ,2535.32 ,2332,1-718,1:2水泥砂浆勾凸缝,100m2,2.08 ,756.38 ,1573,3-495换,安装泄水管100,10m,7.70 ,265.70 ,2046,3-495换,安装软式透水管100,10m,8

20、.00 ,565.70 ,4526,6-997换,塞沥青麻丝伸缩缝,100m2,0.21 ,4795.12 ,1007,小计,83674,综合费36.66%,83674,30675,合计,元,114349,五,雨水工程,（1）管道,6-603,粗砂包管,10m3,85.90 ,949.12 ,134.81,81529,11580,6-4,120600管砼平基,100m,5.16 ,1519.40 ,1098.54,7840,5668,6-5,120700管砼基础,100m,2.96 ,1819.74 ,1322.16,5386,3914,6-6,120800管砼基础,100m,5.27 ,21

21、65.04 ,1578.36,11410,8318,6-7,120900管砼平基,100m,0.00 ,2561.75 ,1869.21,0,0,6-8,1201000管砼平基,100m,8.24 ,3074.67 ,2250.68,25341,18550,6-9,1201100管砼平基,100m,0.00 ,3660.12 ,2647.46,0,0,6-10,1201200管砼平基,100m,6.71 ,4208.14 ,3047,28220,20433,6-11,1201400管砼平基,100m,0.00 ,5504.53 ,4148.61,0,0,6-12,1201500管砼平基,100

22、m,3.46 ,6706.12 ,4884.87,23196,16897,596,安管300,10m,74.30 ,100.34 ,71.32 ,7455,5299,598,安管400,10m,23.30 ,134.54 ,94.57 ,3135,2203,5-99,安管d500,10m,94.10 ,157.79 ,109.04,14848,10261,6-60,安管600,100m,5.16 ,879.44 ,431.48,4538,2226,6-61,安管700,100m,2.96 ,1014.37 ,509.64,3003,1509,6-62,安管800,100m,5.27 ,1167

23、.84 ,575.02,6155,3030,6-63,安管900,100m,0.00 ,1430.09 ,712.02,0,0,6-64,安管1000,100m,8.24 ,2101.92 ,851.3,17324,7016,6-65,安管1100,100m,0.00 ,2228.35 ,783.13,0,0,6-66,安管1200,100m,6.71 ,2652.64 ,789.95,17789,5297,6-67,安管1400,100m,0.00 ,2884.20 ,861.74,0,0,6-68,安管1500,100m,3.46 ,4034.16 ,1002.13,13954,3466,

24、6-118,接口600,10个,25.80 ,58.63 ,36.15,1513,933,6-119,接口700,10个,14.80 ,65.79 ,40.13,974,594,6-120,接口800,10个,26.35 ,74.71 ,44.63,1969,1176,6-121,安管900接口,10个,0.00 ,95.79 ,58.58,0,0,6-138,安管1000接口,10个,41.21 ,228.41 ,141.37,9413,5826,6-139,安管1100接口,10个,0.00 ,254.88 ,158.94,0,0,6-140,安管1200接口,10个,33.53 ,268

25、.00 ,164.32,8986,5510,6-141,安管1400接口,10个,0.00 ,305.14 ,187.75,0,0,6-142,安管1500接口,10个,17.30 ,349.07 ,218.97,6037,3787,6-401,检查井1000 h=2.5m,座,64.00 ,843.73 ,210.52,2622,617,6-402,检查井1250 h=3m,座,18.00 ,968.71 ,243.90,2622,617,6-403换,检查井1500 h= 3.5m,座,21.00 ,1145.97 ,308.66,24065,6482,6-434,阶梯式跌水井 h=3.5

26、m/跌差1.5m,座,1,3560.92,1144.01,3561,1144.01,6-449,1.11.4检查井 h= 3.5m,座,0.00 ,1182.45 ,314.03,0,0,6-450,1.11.5检查井 h= 3.0m,座,19.00 ,1231.97 ,324.65,23407,6168,6-451,1.11.65检查井 h= 3.5m,座,5.00 ,1272.35 ,345.45,6362,1727,6-467,2.22.2一侧交汇检查井 h= 3.0m,座,3.00 ,2177.65 ,670.06,6533,2010,6-468,2.632.63一侧交汇检查井 h=

27、4.0m,座,3.00 ,3311.45 ,1085.12,9934,3255,6-532/533,单篦平箅式收水井,座,0.00 ,306.41 ,92.28,0,0,6-534/535,双篦平箅式收水井,座,0.00 ,554.21 ,133.52,0,0,6-538/539,单篦立箅式收水井,座,129.00 ,286.65 ,93.21,36978,12024,6-542/543,双篦立箅式收水井,座,18.00 ,500.51 ,157.99,9009,2844,6-573,井壁粉刷,100m2,24.82 ,1119.35 ,609.13,27782,15119,6-694,降雨水

28、井筒,m,-55.80 ,150.86 ,24.6,-8418,-1373,6-1335,雨水口井室盖板加固钢筋制安,t,13.08 ,2758.39 ,188.97,36080,2472,6-1346,砌井脚手架,座,134.00 ,35.98 ,22.45,4821,3008,6-1251,平基模板,100m2,28.56 ,2255.28 ,317.52,64411,9068,1-B1,沟槽排水500,10m,191.70 ,30.07 ,5.43,5764,1041,1-B2,沟槽排水1000,10m,216.30 ,92.53 ,10.59,20014,2291,1-B3,沟槽排水1

29、500,10m,97.70 ,155.16 ,18.6,15159,1817,检查井盖座,套,134.00 ,442.80 ,59335,双篦收水井盖座,套,18.00 ,532.00 ,9576,单篦收水井盖座,套,129.00 ,440.00 ,56760,机砖,千块,350.53 ,50.04 ,17541,C10砼,m3,1251.00 ,159.71,199797,C10砼材差,m3,1251.00 ,19.86 ,24842,C20砼,m3,24.22 ,184.28,4463,C20砼材差,m3,24.22 ,21.47 ,520,C30砼,m3,2.42 ,207.25,502

30、,C30砼材差,m3,2.42 ,23.69 ,57,钢筋,t,13.34 ,1016.43 ,13561,水泥,t,75.30 ,38.00 ,2861,砂 ,t,1619.00 ,9.94 ,16093,UPVC300管(内径),m,743.00 ,126.00 ,93618,UPVC400管(内径),m,233.00 ,212.00 ,49396,UPVC500管(内径),m,941.00 ,348.00 ,327468,600砼管,m,521.16 ,85.50 ,44559,700砼管,m,298.96 ,118.28 ,35359,800砼管,m,532.27 ,165.75 ,8

31、8224,900砼管,m,0.00 ,214.50 ,0,1000砼管,m,832.44 ,288.92 ,240505,1100砼管,m,0.00 ,436.00 ,0,1200砼管,m,677.31 ,469.68 ,318117,1400砼管,m,0.00 ,655.50 ,0,1500砼管,m,349.36 ,717.50 ,250665,小计,元,2444541,213827,人工综合费185.16%,元,213827 ,395922,主材基价及税金3.413%,元,2230714 ,76134,合计,元,2916597,（2）箱涵,3-261换,C10砼垫层,10m3,1.81 ,

32、617.60 ,1118,C10砼,m3,18.37 ,159.71 ,2933,3-263换,C30砼底板,10m3,4.52 ,601.95 ,2723,C30砼,m3,45.92 ,195.52 ,8978,3-264,基础模板,10m2,3.88 ,167.41 ,650,3-228,M10砂浆砌M10砖墙,10m3,4.62 ,1978.38 ,9135,3-549换,1:2水泥砂浆抹面,100m2,2.50 ,982.86 ,2453,3-549换,1:2水泥砂浆抹盖板三角灰,m3,3.44 ,257.09 ,884,1-625,竹脚手架,100m2,1.25 ,1105.93 ,

33、1380,3-344,预制C30砼顶盖板,10m3,4.59 ,852.94 ,3912,C30砼,m3,46.55 ,195.52 ,9102,3-347,盖板预制模板,10m2,12.26 ,232.54 ,2851,3-425,汽车吊安装盖板,10m3,4.59 ,336.60 ,1544,3-502/503,沉降缝油麻丝,10m2,2.13 ,916.19 ,1951,1-B4,施工排水,10m,5.20 ,226.13 ,1176,1-B6,进水口基坑排水,座,1.00 ,4214.04 ,4214,3-235换,10内钢筋制安,t,1.38 ,3697.43 ,5102,3-236

34、换,10外钢筋制安,t,5.28 ,2775.35 ,14654,材差,C10砼,m3,18.37 ,19.86 ,365,C30砼,m3,92.47 ,35.42 ,3276,M10砂浆,m3,12.14 ,32.69 ,397,机砖,千块,24.15 ,50.04 ,1208,10内,t,1.44 ,988.90 ,1419,10外钢筋制安,t,5.39 ,1069.21 ,5758,小计,87186,综合费36.66%,31962,合计,119148,六,污水工程,6-603,黄砂包管,10m3,111.80 ,949.12 ,134.81,106112,15072,6-4,120600

35、管砼平基,100m,1.50 ,1519.40 ,1098.54,2279,1648,5-98,UPVC双壁波纹管安管d400,10m,200.40 ,134.54 ,94.57,26962,18952,5-99,UPVC双壁波纹管安管d500,10m,29.20 ,157.79 ,109.04,4607,3184,6-60,安管600,100m,1.05 ,879.44 ,431.48,923,453,6-118,接口600,10个,5.25 ,58.63 ,36.15,308,190,6-1301,平基模板,100m2,1.88 ,2436.34 ,703.49,4580,1323,6-2

36、86,闭水400,100m,20.04 ,128.83 ,47.8,2582,958,6-287,闭水800,100m,1.05 ,227.81 ,78.94,239,83,6-407,检查井1000 h=2.5m,座,110.00 ,952.40 ,203.02,104764,22332,6-694,升雨水井筒,m,137.50 ,150.86 ,24.6,20743,3383,6-573,井壁粉刷,100m2,12.43 ,1119.35 ,609.13,13914,7571,6-1346,脚手架,座,110.00 ,35.98 ,22.45,3958,2470,1-B1,沟槽排水500,

37、10m,200.40 ,30.07 ,5.43,6026,1088,1-B2,沟槽排水1000,10m,10.50 ,92.53 ,10.59,972,111,UPVC400管(内径),m,2004.00 ,212.00 ,424848,UPVC500管,m,292.00 ,348.00 ,101616,600砼管,m,106.05 ,85.50 ,9067,C10砼,m3,49.70 ,159.71,7938,C10砼材差,m3,49.70 ,19.86 ,987,机砖,千块,148.94 ,50.04 ,7453,水泥,t,38.00 ,57.05 ,2168,砂 ,t,1808.00 ,

38、9.94 ,17972,检查井盖座,套,110.00 ,442.80 ,48708,小计,元,919725,78817,人工综合费119.74%,元,78817 ,118997,主材基价及税金3.413%,元,840908 ,28700,合计,元,1067422,七,其它,1,水电接引,元,45000,2,机械进退场,元,30000,3,砼搅拌台,元,2000,小计,元,77000,税金3.413%,元,77000,2628,合计,元,79628,八,设计变更及经济签证,签证1#,已在雨水主体中列入,签证3#,挖蓄水塘,8938,1-108,推土机135kw推距20m推三类土,1000m3,1

39、.59,2098.2,3334,1-234,反铲挖掘机(斗容量1m3)不装车三类土,1000m3,1.58875,2210.46,3512,小计,元,6845,综合费机械30.57%,元,6845,2093,合计,元,8938,签证4#,管委会大院绿化用挖掘机台班,1712,定额价,履带式挖掘机1m3,台班,1.7,771.14,1311,小计,元,1311,综合费机械30.57%,元,1311,401,合计,元,1712,签证5#,全部的雨、污水沟槽回填8灰土已在土方中列入,签证6#,供电局架线用推土机台班,1464,定额价,推土机135kw,台班,1.2,934.21,1121,小计,元,

40、1121,综合费机械30.57%,元,1121,343,合计,元,1464,签证7#,为工业区建配电房,11871, 1-9,人工挖土方2m,100m3,0.11,1488.9,164,1-56,人工夯填沟槽土方,100m3,0.08,1028.54,82,3-228,砖砌体挡墙(M10水泥砂浆),10m3,1.99,1978.38,3937,3-549换,水泥砂浆抹面墙面及地平无嵌线,100m2,1.62,1237.11,2004,2-B17,现浇(C10砼)地平厚度10cm,100m2,0.225,2403.45,541,分析,安装2.1*1m木门,樘,1.00,260.00,260,分析

41、,安装1.2*1.5m木窗带钢丝网,樘,1.00,180.00,180,分析,安装双层石棉瓦屋面,m2,30.00,35.00,1050,分析,安装杉木行条15,根,5.00,80.00,400,小计,元,8618,综合费人工土方74.68%,元,246,184,其它综合费36.66%,元,8372 ,3069,合计,元,11871,签证8#,提前开工用发电机台班,13154,定额价,35kw发电机,台班,36,173.25,6237,定额价,5kw发电机,台班,59,65.04,3837,小计,元,10074,综合费机械30.57%,元,10074,3080,合计,元,13154,签证9#,

42、业主要求清除红线外农作物,25616,定额价,推土机135kw,台班,21,934.21,19618,小计,元,19618,综合费机械30.57%,元,19618,5997,合计,元,25616,签证10#,排水台班,10376,定额价,100污水泵,台班,29,239.46,6944,定额价,配合人工,工日,29,25.84,749,小计,元,7694,综合费机械30.57%,元,6944,2123,综合费人工74.68%,元,749,560,合计,元,10376,签证11#,挖除塘埂,20579,1-111,推土机135kw推距40m推三类土,1000m3,5.15,3060.43,157

43、61,小计,元,15761,综合费机械30.57%,元,15761,4818,合计,元,20579,签证12#,埋过路管,5039, 1-9,人工挖土方2m,100m3,0.31,1488.9,462,1-56,人工夯填沟槽土方,100m3,0.24,1028.54,247,6-603,粗砂包管,10m3,0.58 ,949.12 ,134.81,550,78,砂 ,t,8.41 ,9.94 ,84,598,安管400,10m,1.20 ,134.54 ,94.57 ,161,113,UPVC400管(内径),m,12.00 ,212.00 ,2544,小计,元,4048,192,综合费人工土

44、方74.68%,元,708,529,排水人工综合费185.16%,元,192 ,355,排水主材基价及税金3.413%,元,3148,107,合计,元,5039,签证13#,处理灌溉沟,2640,分析,施工排水,m3,28.32,5.00,142, 1-9,人工挖土方2m,100m3,0.92,1488.9,1370,小计,元,1511,综合费人工土方74.68%,元,1511,1129,合计,元,2640,签证17#,村民阻扰施工需排水,3275,定额价,100污水泵,台班,7.5,239.46,1796,定额价,配合人工,工日,7,25.84,181,定额价,履带式挖掘机1m3,台班,0.

45、61,771.14,470,小计,元,2447,综合费机械土方30.57%,元,2266,693,综合费人工土方74.68%,元,181,135,合计,元,3275,签证19#,村民阻扰施工需排水,2546,定额价,100污水泵,台班,6.7,239.46,1604,定额价,配合人工,工日,10,25.84,258,小计,元,1863,综合费机械30.57%,元,1604,490,综合费人工74.68%,元,258,193,合计,元,2546,签证20#,纬七路交口地质复杂雨污水管基增大增加工作量,161544,1-237,反铲挖掘机(斗容量1m3)装车三类土,1000m3,0.8872,37

46、10.34,3292, 1-9,人工挖土方4m,100m3,0.78,1774.17,1384, 1-10,人工挖土方6m,100m3,1.436,2106.99,3026,212换,8%灰土沟槽回填,10m3,110.90 ,482.38 ,53496,2-349换,生石灰消解,t,150.82 ,31.54 ,4757,生石灰材差,t,150.82 ,87.00 ,13122,1-321,沟槽换填土方15t自卸车运3km,1000m3,2.218,12218.34,27100,6-565,沟槽平基加厚增加C20砼用量,10m3,4.10,796.25,583.00,3265,2390,C2

47、0砼,m3,41.82 ,184.28,7707,C20砼材差,m3,41.82 ,21.47 ,898,小计,元,118045,2390,综合费机械土方30.57%,元,30392,9291,综合费人工土方74.68%,元,4409,3293,灰土改良综合费36.66%,元,71375 ,26166,排水人工综合费185.16%,元,2390 ,4426,主材基价及税金3.413%,元,9479,324,合计,元,161544,签证27#,管委会大院绿化用土需挖掘机台班,2114,定额价,履带式挖掘机1m3,台班,2.1,771.14,1619,小计,元,1619,综合费机械土方30.57%

48、,元,1619,495,合计,元,2114,签证30#,村民强迫停电用发电机台班,3619,定额价,35kw发电机,台班,16,173.25,2772,小计,元,2772,综合费机械30.57%,元,2772,847,合计,元,3619,签证38#,路床K1+275处小河清淤换填,26492,1-352,抓铲挖掘机挖淤泥、流砂斗容1m3(装车)深6m,1000m3,0.706,5416.77,3824,1-320,自卸汽车(载重15t)运淤泥运距1km,1000m3,0.706,7973.86,5630,1-237,反铲挖掘机(斗容量1m3)装车三类土,1000m3,0.706,3710.34

49、,2620,1-320,自卸汽车(载重15t)运土回填运距1km,1000m3,0.706,7973.86,5630,1-360,填土碾压(清淤后回填),1000m3,0.706,3663.94,2587,小计,元,20290,综合费机械30.57%,元,20290,6203,合计,元,26492,签证41#,K1+350K1+644.5大塘清淤换填,1171702,1-352,抓铲挖掘机挖淤泥、流砂斗容1m3(装车)深6m,1000m3,9,5416.77,48751,1-320,自卸汽车(载重15t)运淤泥运距1km,1000m3,9,7973.86,71765,1-237,反铲挖掘机(斗

50、容量1m3)装车三类土,1000m3,9.828,3710.34,36465,1-320,自卸汽车(载重15t)运土回填运距1km,1000m3,9.828,7973.86,78367,212换,8%灰土回填,10m3,982.80 ,482.38 ,474083,2-349换,生石灰消解,t,1336.61 ,31.54 ,42157,生石灰材差,t,1336.61 ,87.00 ,116285,小计,元,867873,综合费机械土方30.57%,元,235348,71946,灰土改良综合费36.66%,元,632525 ,231884,合计,元,1171702,签证44#,伐树,23920

51、,1-612,伐树,离地面20cm处树干30cm,10棵,165.6,82.69,13693,小计,元,13693,综合费人工74.68%,元,13693,10226,合计,元,23920,签证45#,已在雨水主体中列入,签证47#,业主要求为村民修便道,204447,2-1,路床碾压检验,100m2,13.65,94.50,1290,2-202换,块石底层人工铺装厚度60cm,100m2,13.65,6582.58,89852,块石,m3,1085.99,13.93,15128,碎石,m3,108.65,6.93,753,2-197换,碎石底层人机配合厚度20cm,100m2,13.65,2

52、003.10,27342,碎石,m3,362.00,6.93,2509,1-5633,人工拆除基层毛(块)石厚20cm,100m2,11.7,362.54,4242,1-557/558,人工拆除基层或面层碎(砾)石厚20cm,100m2,3.9,353.24,1378,1-434,自卸汽车运石碴(载重8t)运距3km,1000m3,0.312,18604.47,5805,小计,元,148298,综合费机械土方30.57%,元,5805,1774,综合费人工土方74.68%,元,5619,4197,道路工程综合费36.66%,元,136874 ,50178,合计,元,204447,签证48#,K

53、0+300K0+480大塘清淤换填,2909360,1-237,反铲挖掘机(斗容量1m3)装车三类土,1000m3,1.45,3710.34,5380,1-352,抓铲挖掘机挖淤泥、流砂斗容1m3(装车)深6m,1000m3,80.304,5416.77,434988,1-320,自卸汽车(载重15t)运淤泥运距1km,1000m3,26.768,7973.86,213444,1-237,外借土反铲挖掘机(斗容量1m3)装车三类土,1000m3,16.71,3710.34,62000,1-320,自卸汽车(载重15t)运土回填运距1km,1000m3,16.71,7973.86,133243,

54、1-510,草袋围堰,100m3,29.720,8530.85,253537,212换,8%灰土回填,10m3,1671.00,482.38 ,806057,2-349换,生石灰消解,t,2272.56 ,31.54 ,71677,生石灰材差,t,2272.56 ,87.00 ,197713,小计,元,2178039,综合费机械土方30.57%,元,1102592,337063,灰土改良综合费36.66%,元,1075446 ,394259,合计,元,2909360,签证49#,合马路交口匝道土方,228102,1-237,反铲挖掘机(斗容量1m3)装车三类土,1000m3,8.831,371

55、0.34,32766,1-320,自卸汽车(载重15t)运土回填运距1km,1000m3,1.884,7973.86,15023,212换,8%灰土回填,10m3,188.40,482.38 ,90880,2-349换,生石灰消解,t,256.22 ,31.54 ,8081,生石灰材差,t,256.22 ,87.00 ,22291,小计,元,169042,综合费机械30.57%,元,47789,14609,灰土改良综合费36.66%,元,121253 ,44451,合计,元,228102,签证50#,业主要求修施工便道,2645960,2-1,路床碾压检验,100m2,162.5,94.50,

56、15356,2-202换,块石底层人工铺装厚度60cm,100m2,162.5,6582.58,1069669,块石,m3,12928.50,13.93,180094,碎石,m3,1293.50,6.93,8964,2-197换,碎石底层人机配合厚度20cm,100m2,162.5,2003.10,325504,碎石,m3,4309.50,6.93,29865,1-563,人工拆除基层毛(块)石厚20cm,100m2,4.875,362.54,1767,1-557/558,人工拆除基层或面层碎(砾)石厚20cm,100m2,162.5,353.24,57402,1-434,自卸汽车运石碴(载重

57、8t)运距3km,1000m3,13,18604.47,241858,小计,元,1930479,综合费机械土方30.57%,元,241858,73936,综合费人工土方74.68%,元,59169,44187,道路工程综合费36.66%,元,1629452 ,597357,合计,元,2645960,签证51#,全线路床下60cm范围换填8%灰土(扣除已换填灰土的地段),1288010,212换,8%灰土回填,10m3,1464.42,482.38 ,706407,2-349换,生石灰消解,t,1991.61 ,31.54 ,62815,生石灰材差,t,1991.61 ,87.00 ,17327

58、0,小计,元,942493,灰土改良综合费36.66%,元,942493 ,345518,合计,元,1288010,签证52#,K1+560K1+625路床水渠清淤换填,104880,1-352,抓铲挖掘机挖淤泥、流砂斗容1m3(装车)深6m,1000m3,1.04,5416.77,5633,1-320,自卸汽车(载重15t)运淤泥运距1km,1000m3,1.04,7973.86,8293,1-237,外借土反铲挖掘机(斗容量1m3)装车三类土,1000m3,0.84,3710.34,3117,1-320,自卸汽车(载重15t)运土回填运距1km,1000m3,0.84,7973.86,66

59、98,212换,8%灰土回填,10m3,84.00,482.38 ,40520,2-349换,生石灰消解,t,114.24 ,31.54 ,3603,生石灰材差,t,114.24 ,87.00 ,9939,小计,元,77803,综合费机械土方30.57%,元,23741,7258,灰土改良综合费36.66%,元,54062 ,19819,合计,元,104880,签证53#,全线各交口埋过路管,114844, 1-9,人工挖土方2m,100m3,2.82,1488.9,4199,212换,8%灰土回填,10m3,14.40,482.38 ,6946,2-349换,生石灰消解,t,19.58 ,3

60、1.54 ,618,生石灰材差,t,19.58 ,87.00 ,1704,6-603,粗砂包管,10m3,12.90 ,949.12 ,134.81,12244,1739,砂 ,t,187.05 ,9.94 ,1859,596,安管300,10m,40.00 ,100.34 ,71.32 ,4014,2853,UPVC300管(内径),m,400.00 ,126.00 ,50400,5-93,塑料管安装(胶圈接口)管外径125,10m,40,43.2402,27.65,1730,1106,UPVC100管(内径),m,400.00 ,30.00 ,12000,小计,元,95713,5698,排