表格模板-8、进度产值统计表08表 精品.xls

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1、进进 度度 产产 值值 月月 报报 表表编报单位:亳州市南扩一路、绕城快速通道及S307西外环改建工程项目经理部清单号工 程 项 目单位单 价(元)数 量合 价(元)开工至本月进度产值(元)年初至本月进度产值(元)合 同变更后合 同变更后合 同变更后确定工程量工作量工程量101-1 保险费-a按合同条款规定，提供建筑工程一切险总额2213841.002213841.000221384-b按合同条款规定，提供第三者责任险总额40001.0040001.0004000102-1 竣工文件总额500001.0050000102-2 施工环保费总额1000001.001000000.300300000

2、.100102-3 安全生产费总额16853881.0016853880.371625278.950.171103-1临时道路修建、养护与拆除(包括原道路的养护费)总额1500001.001500000.60090000(0.400)103-2 临时占地总额3000001.003000000.700210000(0.300)103-3 临时供电设施-a设施架设、拆除总额1000001.001000000.60060000(0.400)-b设施维修总额200001.00200000.60012000(0.400)103-5 供水与排污设施总额2000001.002000000.600120000

3、(0.400)104-1 承包人驻地建设总额8000001.008000000.600480000(0.400)(S307)(S307) 100100章章合合计计36307721852662.95202-1 清理与掘除-a清理现场（不含清表回填）m23.00192302.00576906191102.000573306203-1 路基挖方-a挖土方m316.8018499.00310783-d挖淤泥（含排水）m333.605450.001831205450.0001831205450.000204-1路基填筑（包括填前压实）-a换填土m313.4432499.004367871000.0001

4、3440-b利用土方（反挖利用、含反挖）m316.8075831.00127396120985.070352549.1813530.000-c利用土方（就地翻挖利用）m311.2037570.0042078423890.00026756819300.460-e借土填方（含清表回填、填前压实）m339.20271901.0010658519107580.7104217163.83103004.640-g结构物台背回填（6%石灰改善土）m367.201954.661313531062.80071420.161062.800205-1 软土地基处理-a块石回填m3145.943609.0052669

5、73609.000526697.463609.000-b碎石回填m3167.681842.003088671842.000308866.561842.000-c3%石灰改善土（仅计掺灰拌合）m322.4037570.0084156823890.00053513619300.460-d6%石灰改善土（仅计掺灰拌合）m344.80176078.00788829466760.2402990858.7556114.240(S307)(S307) 200200章章合合计计23557639.3310040125.94303-1 石灰稳定土底基层-a厚200mmm217.618007.00316923304

6、-1 水泥稳定土底基层-a厚200mm低剂量水泥稳定碎石m249.67158978.007896437304-3 水泥稳定土基层-a厚180mm水泥稳定碎石m238.7954358.002108547-b厚360mm水泥稳定碎石m277.56114572.008886204308-1 透层m22.9537187.00109702308-2 黏层m21.81258721.00468285308-4 水泥净浆m21.08231890.00250441308-5 聚酯防裂布m211.34114572.001299246308-6 透封层m25.76114572.00659935309-1 细粒式沥青

7、混凝土-a厚40mm沥青砼AC-13m237.7333109.001249203309-2 中粒式沥青混凝土-a厚60mm沥青砼AC-20m248.7533109.001614064309-3 粗粒式沥青混凝土-a厚80mm沥青砼AC-25m260.3111277.006710003311-1细粒式改性沥青混合料路面-a厚40mm沥青砼AC-13SBS改性m242.64111277.004744851311-2中粒式改性沥青混合料路面-a厚60mm沥青砼AC-20SBS改性m254.36111277.006049018312-1 水泥混凝土面板-a60mm水泥人行道砖m239.6217171.

8、00680315313-2绿化带及树池换填种植土（含泥炭土）m322.6649274.001116549313-5 路缘石-aA型青石路缘石m35.486702.00237787-bB型青石路缘石m27.856578.00183197-cC型青石路缘石m20.3213548.00275295-dC30砼边石m21.366916.00147726-e青石树池石m21.364933.00105369313-6 防水土工布m26.088980.0054598314-1 排水管-aDN300m173.001482.00256386-bDN1000m1086.991790.0019457121790.0

9、001945712.11020.000-cDN1200m1513.941713.4025939851713.4002593984.8413.400-dDN1400m2115.591007.0021303991007.0002130399.1347.000-eDN1800m4025.08163.20656893-fDN800钢带增强聚乙烯波纹管m1537.101829.6028122781727.0002654571.71101.000-gDN600钢带增强聚乙烯波纹管m1132.35588.00665822-hDN400钢带增强聚乙烯波纹管m809.36230.00186153-i混凝土管（6

10、00mm）（过路）m436.001148.00500528314-2 横向排水管m83.002169.00180027314-3 混凝土检查井座-a1000座4378.7256.00245208-b1250座4744.5949.0023248549.000232484.9138.000-c1500座6100.4432.0019521432.000195214.0818.000-d15001100座7051.6934.0023975734.000239757.4612.000-e16501650座9098.2816.0014557216.000145572.4810.000-f18001100座

11、9053.3816.0014485416.000144854.08-g21001100座9149.402.0018299-h22002200座12660.4413.0016458613.000164585.722.000-i26302630座14971.798.001197748.000119774.32-j40002900座19681.502.00393632.00039363-k雨水扇形检查井座8414.892.0016830-l单蓖雨水口座969.95167.00161982-m双蓖雨水口（含加固）座1722.95176.00303239-n四蓖雨水口（含加固）座2634.768.002

12、1078-o十蓖雨水口（含加固）座6108.002.0012216-p1800八字形排水口（混凝土）座20578.691.0020579314-4 中央分隔带盲沟m40.006290.00251600(S307)(S307) 300300章章合合计计59424515.0210606273.78419-1单孔钢筋混凝土圆管涵（m）m-a1-1.5mm1845.5976.00140265420-1 钢筋混凝土盖板涵-a1-4m2.5mm11395.2385.8197787068.650782282.5468.650(S307)(S307) 400400章章合合计计1118135782282.546

13、02-2 中央分隔带护栏m325.73100.0032573604-1 单柱式交通标志-a90cm型面板个797.6413.0010369-b80*80cm型面板个768.1416.0012290-c无障碍标志牌个827.267.005791-d路名牌个665.64.002662-e120*360cm型面板（涡河大桥）个2129.931.002130604-5 单悬臂式交通标志个-a单悬臂标牌（4*2）个10742.42.0021485-b单悬臂标牌（4*2+3*2）个12526.531.0012527604-12附着式交通标志-a停止标志个107.2613.001394-b100*150cm

14、型面板个1579.151.001579604-13柔性反光柱个112.04200.0022408605-1 热熔型涂料路面标线-a热熔型涂料路面标线（不含震荡标线）m249.524656.00230565-b震荡标线m249.6252.002580-c6m直行箭头个148.8656.008336-d6m转弯箭头个148.8617.002531-e6m调头箭头个148.8613.001935607-1 人（手）孔-a路灯接线手井个2160.6810.0021607607-3 管道工程-a铺设单孔63HDPE管m17.767243.00128636-b铺设单孔100钢管m47.31117.0055

15、35-c铺设双孔100钢管m96.03121.5011668609-5管线设施和接线井、井盖-aPE管DE60*6m16.631800.0029934-bPE管DE75*6m29.089600.00279168-c过路钢管G100m47.311200.0056772-d接线井座2120.0860.00127205-e交叉口路面破除、恢复m216.211000.0016210(S307)(S307) 600600章章合合计计1047890101-1保险费-a按合同条款规定，提供建筑工程一切险总额2315461.002315461.000231546-b按合同条款规定，提供第三者责任险总额4000

16、1.0040001.0004000102-1 竣工文件总额500001.0050000102-2 施工环保费总额1000001.001000000.300300000.100102-3 安全生产费总额17136271.0017136270.440753995.880.240103-1临时道路修建、养护与拆除(包括原道路的养护费)总额1500001.001500000.60090000(0.400)103-2 临时占地总额3000001.003000000.700210000(0.300)103-3 临时供电设施-a设施架设、拆除总额1000001.001000000.60060000(0.400)-b设施维修总额200001.00200000.60012000(0.400)103-5 供水与排污设施总额2000001.002000000.600120000(0.400)104-1 承包人驻地建设总额8000001.008000000.600480000(0.400)（绕绕城城快快速速通通道道） 100100章章合合计计36691731991541.88202-1 清理与掘除-a清除表土