月進(jìn)度款申報計算附表

1、閩江上游防洪工程三明段(一期)工程(清流段)C4標(biāo)段 2017年第三期進(jìn)度款申報表,27187205 ,12643079 ,0.7,8850154.957,26819005 ,至上期未完成額,至本期申報額,支付率,申報支付額施工單位：福建江隆水利水電工程有限公司 合同編號：MJFHYQSG04 ,截止日期：,2017年12月,2016年,2017年,17349800 ,14477625 ,70%,10134338 項目號,項目名稱,單位,合同工程量,至上月累計完成,本月完成工程量,監(jiān)理審核工程量,業(yè)主審核工程量,備注,第一期批復(fù)工程量,第二期批復(fù)工程量,第一期批復(fù)工程量,第二期批復(fù)工程量,第三

2、期批復(fù)工程量,第四期批復(fù)工程量,第五期批復(fù)工程量,第六期批復(fù)工程量,金額大寫,10134337,工程量,單價（元）,合價（元）,工程量,合價（元）,工程量,合價（元）,工程量,合價（元）,工程量,合價（元）,本期量,累計量,本期產(chǎn)值,本期量,累計量,本期產(chǎn)值,本期量,累計量,本期產(chǎn)值,本期量,累計量,本期產(chǎn)值,本期量,累計量,本期產(chǎn)值,本期量,累計量,本期產(chǎn)值,本期量,累計量,本期產(chǎn)值,本期量,累計量,本期產(chǎn)值,金額大寫:10134337,第一部分,建筑工程,項,30659228,14175927 ,12643079 ,1713092 ,1795591 ,4052816 ,2785975 ,3

3、828451 ,一,建筑工程,30659228,14175927 ,12643079 ,1713092 ,1795591 ,4052816 ,2785975 ,3828451 ,(1),防洪堤工程,30100180,14175927 ,12643079 ,1713092 ,1795591 ,4052816 ,2785975 ,3828451 ,1,清表土方開挖 運距0.5km,m3,19038.37,10.93,208089,14286.41 ,156150 ,12300.82 ,134448 ,1713 ,1713.47 ,18728.23 ,3187 ,4900.74 ,34836.86

4、,3637.65 ,8538.39 ,39759.51 ,2105 ,10643.31 ,23006.78 ,3643 ,14286.41 ,39819.08 ,14286.41 ,14286.41 ,14286.41 ,14286.41 ,2,土方開挖,m3,137550.21,5.24,720763,117273.33 ,614512 ,99825.65 ,523086 ,13930 ,13930.19 ,72994.20 ,22656 ,36585.84 ,118715.61 ,27760.74 ,64346.58 ,145466.28 ,17993 ,82339.41 ,94282.4

5、3 ,34934 ,117273.33 ,183053.74 ,117273.33 ,117273.33 ,117273.33 ,117273.33 ,3,墻背回填土 利用開挖料,209892.24,6.87,1441960,4,土堤回填土 綜合運距2km,m3,235319.02,13.49,3174454,5,砂卵石回填,m3,13251.94,74.65,989257,5063.47 ,377988 ,6563.84 ,489990 ,848 ,848.33 ,63327.83 ,848.33 ,1702.12 ,2550.45 ,127063.26 ,1077 ,3627.75 ,80

6、420.45 ,1436 ,5063.47 ,107176.50 ,5063.47 ,5063.47 ,5063.47 ,5063.47 ,6,級配砂卵石反濾包,個,5169,7.5,38768,2130.00 ,15975 ,840 ,6300 ,540 ,540 ,4050.00 ,120 ,660 ,900.00 ,660 ,630 ,1290 ,4725.00 ,840 ,2130 ,6300.00 ,2130 ,2130 ,2130 ,2130 ,7,砂碎石墊層150,m3,3776.3,111.28,420227,8,砂墊層100mm,m3,310.13,140.79,43663,

7、9,模板,m2,59958.65,38.74,2322798,37482.64 ,1452077 ,32596.10 ,1262773 ,4738 ,4738.45 ,183567.55 ,7427 ,12165.07 ,287707.26 ,9110.69 ,21275.76 ,352948.13 ,6765 ,28040.52 ,262066.80 ,9442 ,37482.64 ,365787.73 ,37482.64 ,37482.64 ,37482.64 ,37482.64 ,10,C15埋石砼堤身 埋石率20%,m3,15506.55,285.22,4422778,28910.70

8、 ,8245910 ,25071.08 ,7150773 ,3337 ,3337.13 ,951816.22 ,3300 ,6637.13 ,941226.00 ,8453.27 ,15090.40 ,2411040.24 ,5912 ,21002.11 ,1686137.93 ,7909 ,28910.70 ,2255688.04 ,28910.70 ,28910.70 ,28910.70 ,28910.70 ,11,C15埋石砼基礎(chǔ) 埋石率20%,m3,10079.26,303.22,3056233,9559.90 ,2898753 ,8892.54 ,2696396 ,1221 ,122

9、0.74 ,370152.78 ,1100 ,2320.74 ,333542.00 ,2903.20 ,5223.94 ,880308.30 ,1855 ,7079.10 ,562521.62 ,2481 ,9559.90 ,752228.18 ,9559.90 ,9559.90 ,9559.90 ,9559.90 ,12,C20砼基礎(chǔ)梁,m3,516.88,349.88,180846,13,C20砼排水溝,m3,790.83,373.3,295217,14,C25砼防浪墻,m3,3721.57,352.03,1310104,15,C20砼壓頂,m3,516.88,366.42,189395,

10、16,C20砼護(hù)肩,m3,310.13,366.42,113638,17,PP單向土工格柵80kn/m,m2,39283.25,13.1,514611,18,土工布400g/m2,m2,25175.32,10.59,266607,19,生態(tài)預(yù)制塊擋墻(RXP-280-10),m2,6461.06,390,2519813,20,生態(tài)預(yù)制塊護(hù)坡(RXH150A),m2,25175.32,110,2769285,21,擋墻綠化,m2,4651.96,10,46520,22,護(hù)坡綠化,m2,25175.32,7.3,183780,23,草皮護(hù)坡,m2,31332.29,7.4,231859,24,泥結(jié)

11、碎石路面厚200,m2,47181.19,25.7,1212557,25,75pvc排水管,m,7753.27,15.89,123199,6217.19 ,98791 ,5985.58 ,95111 ,972 ,972.00 ,15445.08 ,1000 ,1972.00 ,15890.00 ,1972.00 ,2475 ,4447.46 ,39335.06 ,1770 ,6217.19 ,28121.01 ,6217.19 ,6217.19 ,6217.19 ,6217.19 ,26,瀝青松木板,m2,1705.72,123.63,210878,2554.15 ,315770 ,2298.

12、81 ,284202 ,267 ,267.01 ,33010.45 ,508 ,774.76 ,62773.13 ,778.37 ,1553.13 ,96229.88 ,271 ,1823.93 ,33479.00 ,730 ,2554.15 ,90277.10 ,2554.15 ,2554.15 ,2554.15 ,2554.15 ,27,防護(hù)攔桿,m,5018,485,2433730,28,鋼筋制安,t,165.2,3990.02,659151,石方開挖,m3,42.00 ,(2),涵閘工程,559048,1,平面模板安裝,m2,742.3,38.74,28757,2,C15砼墊層,m3,

13、20.7,321.71,6659,3,C20砼護(hù)坦,m3,23.7,338.78,8029,4,C25砼箱涵,m3,404.1,360.04,145492,5,C25砼閘門二期砼,m3,3,509.89,1530,6,C25水閘上部結(jié)構(gòu)砼,m3,28,369.11,10335,7,鋼筋制安,T,17.4,3990.02,69426,8,啟閉房建筑及裝修面積,m2,206.3,1400,288820,第二部分,機(jī)電設(shè)備及安裝工程,132943,一,機(jī)電設(shè)備及安裝工程,132943,1,30KW柴油發(fā)電機(jī),臺,2,21000,42000,2,0.4KV低壓計量箱,面,2,2620,5240,3,0

14、.4KV低壓配電箱,面,4,2170,8680,4,電力電纜ZR-VV22-13*16+1*10,km,0.4,82000,32800,5,電力電纜ZR-VV22-13*6+1*4,km,0.06,71000,4260,6,電力電纜ZR-VV22-13*4+1*2.5,km,0.04,55000,2200,7,接地部分,項,2,9431.5,18863,8,照明部分,項,2,9450,18900,第三部分,金屬結(jié)構(gòu)設(shè)備及安裝工程,232922,一,金屬結(jié)構(gòu)設(shè)備及安裝工程,232922,1,平面定輪工作門,T,10,10576.38,105764,2,閘門埋件（含金鑄鐵）,T,5,12671.6

15、8,63358,3,螺桿啟閉機(jī)QL-150kn,臺,2,31900,63800,第四部分,施工臨時工程,2131000,368200,43100,172400,86200,一,施工臨時工程,431000,301700,43100,172400,86200,1,施工導(dǎo)流,240000,168000,24000,96000,48000,施工圍堰包干（包含填筑、 拆除、抽水臺班）,項,1,240000,240000,0.70 ,168000,0.1 ,0.10 ,24000,0.4 ,0.50 ,96000,0.50 ,0.2 ,0.70 ,48000,0.70 ,0.70 ,0.70 ,0.70

16、,0.70 ,2,施工用電,95000,66500,9500,38000,19000,施工場外供電工程（包干）,項,1,95000,95000,0.70 ,66500,0.1 ,0.10 ,9500,0.4 ,0.50 ,38000,0.50 ,0.2 ,0.70 ,19000,0.70 ,0.70 ,0.70 ,0.70 ,0.70 ,3,施工臨時道路,96000,67200,9600,38400,19200,施工臨時道路及修復(fù)（包 干）,項,1,96000,96000,0.70 ,67200,0.1 ,0.10 ,9600,0.4 ,0.50 ,38400,0.50 ,0.2 ,0.70 ,19200,0.70 ,0.70 ,0.70 ,0.70 ,0.70 ,二,暫列金,1700000,暫列金,項,1,1700000,1700000,（第一四部分）合計,33156093,14544127,12643079,1756192,1967991,4052816,2872175,3828451,結(jié)算總產(chǎn)值,1,756,192.34,3,724,183.20,7,776,998.80,10,649,173.87,14,477,625.25,14,477,625.25,14,477,625.25,14