table.json 21 KB

123456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899100101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149150151152153154155156157158159160161162163164165166167168169170171172173174175176177178179180181182183184185186187188189190191192193194195196197198199200201202203204205206207208209210211212213214215216217218219220221222223224225226227228229230231232233234235236237238239240241242243244245246247248249250251252253254255256257258259260261262263264265266267268269270271272273274275276277278279280281282283284285286287288289290291292293294295296297298299300301302303304305306307308309310311312313314315316317318319320321322323324325326327328329330331332333334335336337338339340341342343344345346347348349350351352353354355356357358359360361362363364365366367368369370371372373374375376377378379380381382383384385386387388389390391392393394395396397398399400401402403404405406407408409410411412413414415416417418419420421422423424425426427428429430431432433434435436437438439440441442443444445446447448449450451452453454455456457458459460461462463464465466467468469470471472473474475476477478479480481482483484485486487488489490491492493494495496497498499500501502503504505506507508509510511512513514515516517518519520521522523524525526527528529530531532533534535536537538539540541542543544545546547548549550551552553554555556557558559560
  1. [
  2. {
  3. "pagenos": [
  4. 13,
  5. 14,
  6. 15
  7. ],
  8. "col_len": 9,
  9. "table": [
  10. [
  11. "序号",
  12. "项目编码",
  13. "项目名称",
  14. "项目特征",
  15. "单位",
  16. "工程量",
  17. "全费用综\n合单价",
  18. "合价",
  19. "备注"
  20. ],
  21. [
  22. "1",
  23. "0116050020\n01",
  24. "踢脚线拆除",
  25. "1、瓷砖踢脚线,高度15-20cm;\n2、含砂浆凿除,凿除至墙面基层。",
  26. "m2",
  27. "2000",
  28. "10.35",
  29. "20700",
  30. ""
  31. ],
  32. [
  33. "2",
  34. "0116050010\n01",
  35. "地砖及砂浆\n层凿除",
  36. "1、施工部位:非设备区域;\n2、与非施工区域地面交界处做好地砖保护,破坏地砖进行恢复。\n3、地砖及砂浆层凿除,凿除至混凝土基层,厚度约5-8cm,以现场实\n际为准。\n4、凿除设备和施工方法需考虑降尘,以及震动对电站设备的影响。",
  37. "m2",
  38. "20000",
  39. "10.21",
  40. "204200",
  41. ""
  42. ],
  43. [
  44. "3",
  45. "0116050010\n02",
  46. "地砖凿除",
  47. "1、施工部位:设备区域及周边;\n2、仅凿除地砖,厚度为1-2cm,以现场实际为准。",
  48. "m2",
  49. "1000",
  50. "10.21",
  51. "10210",
  52. ""
  53. ],
  54. [
  55. "4",
  56. "0101030020\n01",
  57. "垃圾清理外\n运",
  58. "1、垃圾类型:凿除的地砖、踢脚线及砂浆层、地面铣刨层;\n2、建筑垃圾场内转运及外运运距由承包方自行考虑,外运地点需满\n足环保要求,并告知发包方;\n3、含垃圾消纳费。",
  59. "m3",
  60. "1743",
  61. "259.02",
  62. "451471.86",
  63. ""
  64. ],
  65. [
  66. "5",
  67. "0116020020\n01",
  68. "基面铣刨",
  69. "1、地面整体铣刨,深度≥3mm;\n2、使用无尘设备,考虑震动对电气设备的影响。",
  70. "m2",
  71. "20000",
  72. "5.17",
  73. "103400",
  74. ""
  75. ],
  76. [
  77. "6",
  78. "0111020030\n01",
  79. "预制无机磨\n石施工",
  80. "1、成品预制无机磨石,颜色与无机磨石整体施工相一致,厚度大于\n等于20mm;\n2、预制磨石铺贴,2cm干混地面砂浆 DS M20;\n3、不低于西卡、绰琪、迈拓品牌。\n具体详见技术方案,材料垂直运输及二次转运由承包人自行考虑",
  81. "m2",
  82. "1000",
  83. "327",
  84. "327000",
  85. ""
  86. ],
  87. [
  88. "7",
  89. "0115020010\n01",
  90. "护边角钢",
  91. "1、部位:地坪收边;\n2、304哑光不锈钢角钢;\n3、不锈钢角钢规格为50×50×3mm;\n具体详见图纸及技术方案,材料垂直运输及二次转运由承包人自行考\n虑",
  92. "m",
  93. "2000",
  94. "24.93",
  95. "49860",
  96. ""
  97. ],
  98. [
  99. "8",
  100. "0111010010",
  101. "抗裂砂浆垫\n层",
  102. "1、部位:不具备钢纤维混凝土运输条件的部位;\n2、成品抗裂砂浆垫层(非现场搅拌砂浆后添加外加剂),具备低收",
  103. "m2",
  104. "7000",
  105. "214.08",
  106. "1498560",
  107. ""
  108. ],
  109. [
  110. "",
  111. "01",
  112. "",
  113. "缩早强快干性能;\n3、成品焊接钢筋网片直径8mm、间距150mm×150mm;\n4、厚度约5cm,以实际情况为准,成品品牌与无机磨石一致。\n具体详见技术方案,材料垂直运输及二次转运由承包人自行考虑",
  114. "",
  115. "",
  116. "",
  117. "",
  118. ""
  119. ],
  120. [
  121. "9",
  122. "0111010030\n01",
  123. "C25混凝土",
  124. "1、C25细石商品混凝土垫层,厚度5-8cm,以现场实际为准;\n2、覆膜养护\n具体详见图纸及技术方案,材料垂直运输及二次转运由承包人自行考\n虑",
  125. "m2",
  126. "14000",
  127. "72.51",
  128. "1015140",
  129. ""
  130. ],
  131. [
  132. "10",
  133. "01B004",
  134. "钢纤维",
  135. "1、钢纤维于拌合站添加至混凝土内,掺量为每立方米混凝土40-50kg\n钢纤维;\n2、抗拉强度不低于380MPa;\n具体详见技术方案,材料垂直运输及二次转运由承包人自行考虑",
  136. "t",
  137. "50",
  138. "3182.05",
  139. "159102.5",
  140. ""
  141. ],
  142. [
  143. "11",
  144. "0111010020\n01",
  145. "无机磨石",
  146. "1、无机磨石地坪,厚度≥10mm,骨料粒径6-8mm,骨料以石英石为主;\n2、防污抗渗罩面。\n3、铝镁分隔条(包含墙脚分隔条);\n4、无机磨石体系尺寸变化率不大于0.05%,莫氏硬度6级及以上,抗\n折强度不小于6Mpa,抗压强度不小于30Mpa,无机磨石表面平整度2\n米靠尺不大于2mm。\n5、不低于绰琪鑫磨石、迈拓FREAZZO自然岩采系列、西卡Sikafloor\n55 Terrazzo CM系列品牌。\n具体详见技术方案,材料垂直运输及二次转运由承包人自行考虑",
  147. "m2",
  148. "20000",
  149. "427.16",
  150. "8543200",
  151. ""
  152. ],
  153. [
  154. "12",
  155. "0111050060\n01",
  156. "不锈钢踢脚\n线",
  157. "1、施工部位:电站厂房;\n2、成品哑光拉丝304不锈钢踢脚线,面板整体厚度≥1mm,高度15cm;\n3、专用卡扣固定,每米不少于两个;\n4、含成品不锈钢阴阳角线及封头等配件。\n具体详见技术方案,材料垂直运输及二次转运由承包人自行考虑",
  158. "m",
  159. "10000",
  160. "72.56",
  161. "725600",
  162. ""
  163. ],
  164. [
  165. "13",
  166. "0112030010\n01",
  167. "墙面零星抹\n灰",
  168. "1、部位:原踢脚线拆除后的墙面;\n2、1.20厚干混抹灰砂浆 DP M10抹灰\n具体详见技术方案,材料垂直运输及二次转运由承包人自行考虑",
  169. "m2",
  170. "2000",
  171. "79.87",
  172. "159740",
  173. ""
  174. ],
  175. [
  176. "14",
  177. "0114060010\n01",
  178. "墙面乳胶漆\n恢复",
  179. "1、部位:原踢脚线拆除后的墙面;\n2、墙面修补,抗碱底漆二遍、内墙腻子二遍、面漆二遍。\n3、不低于多乐士、立邦、华润等产品性能参数。\n具体详见技术方案,材料垂直运输及二次转运由承包人自行考虑",
  180. "m2",
  181. "500",
  182. "26.49",
  183. "13245",
  184. ""
  185. ],
  186. [
  187. "15",
  188. "0402050060\n01",
  189. "定置管理划\n线(环氧地坪\n漆)",
  190. "1. 部位:设备周边、通道周边等其他地面;\n2. 划线宽度100mm,底漆二遍、中漆一遍、面漆二遍;\n3.环氧地坪漆不低于巴斯夫、马贝、西卡等产品性能参数;\n具体详见图纸及技术方案,材料垂直运输及二次转运由承包人自行考",
  191. "㎡",
  192. "400",
  193. "106.42",
  194. "42568",
  195. ""
  196. ],
  197. [
  198. "",
  199. "",
  200. "",
  201. "虑",
  202. "",
  203. "",
  204. "",
  205. "",
  206. ""
  207. ],
  208. [
  209. "16",
  210. "0109040040\n01",
  211. "成品地面结\n构缝装置",
  212. "1、施工部位:地坪结构缝;\n2、成品承重型不锈钢结构缝装置,宽度15cm;\n3、盖板材质:铝合金或者不锈钢面板厚度不小于3mm;\n4、不锈钢基座,不锈钢滑杆@500,M8金属膨胀螺栓@300(交错排列),\n3mm不锈钢止水带,阻火带、填缝胶\n具体详见技术方案,材料垂直运输及二次转运由承包人自行考虑",
  213. "m",
  214. "1000",
  215. "339.97",
  216. "339970",
  217. ""
  218. ],
  219. [
  220. "17",
  221. "01B002",
  222. "设备防护措\n施",
  223. "设备防护措施\n1、部分施工区域有电气盘柜,施工过程包含防尘、防火、防水、防\n碰撞、防飞溅、防污染、防较大震动等防护;\n2、地面凿除及地坪施工时,对电气设备使用彩钢板、油布等材料做\n好防护。\n3、防护方案由承包人报发包方审批。\n具体详见技术方案,材料垂直运输及二次转运由承包人自行考虑",
  224. "m",
  225. "5000",
  226. "109",
  227. "545000",
  228. ""
  229. ],
  230. [
  231. "",
  232. null,
  233. "合计(其中,安全文明施工费_35224.89_元。)",
  234. null,
  235. null,
  236. null,
  237. null,
  238. "14208967.36",
  239. null
  240. ]
  241. ],
  242. "confidence": 1
  243. },
  244. {
  245. "pagenos": [
  246. 34
  247. ],
  248. "col_len": 7,
  249. "table": [
  250. [
  251. "序号",
  252. "主材名称",
  253. "规格型号",
  254. "不低于下列同档次品牌",
  255. null,
  256. null,
  257. "投标选用品牌及规格型号"
  258. ],
  259. [
  260. "1",
  261. "无机磨石",
  262. "1、成品钢筋网片,丝径6mm;2、无机磨石地坪,厚度≥\n10mm,骨料粒径6-8mm;3、防污抗渗罩面。5、铝镁分隔\n条(包含墙脚分隔条);6、垫层与面层为同一品牌产品,\n且无机磨石体系尺寸变化率不大于0.05%,莫氏硬度6级\n及以上,抗折强度不小于6Mpa,抗压强度不小于30Mpa,\n无机磨石表面平整度2米靠尺不大于2mm。",
  263. "西卡",
  264. "绰琪",
  265. "迈拓",
  266. "浙江正邦建材科技有限公司"
  267. ],
  268. [
  269. "2",
  270. "预制无机磨石",
  271. "1、成品预制无机磨石,颜色与无机磨石整体施工相一致,厚度大\n于等于20mm;\n2、预制磨石铺贴,2cm干混地面砂浆 DS M20;\n3、不低于西卡、绰琪、迈拓品牌。",
  272. "西卡",
  273. "绰琪",
  274. "迈拓",
  275. "浙江正邦建材科技有限公司"
  276. ],
  277. [
  278. "3",
  279. "抗裂砂浆垫层",
  280. "1、部位:高程75.3m及以下或不具备钢纤维混凝土运输\n条件的部位;2、成品抗裂砂浆垫层(非现场搅拌砂浆后\n添加外加剂),具备低收缩早强快干性能;3、品牌与无\n机磨石一致",
  281. "西卡",
  282. "绰琪",
  283. "迈拓",
  284. "浙江正邦建材科技有限公司"
  285. ],
  286. [
  287. "4",
  288. "墙面恢复",
  289. "1、部位:原踢脚线拆除后的墙面;2、墙面修补,抗碱底\n漆二遍、内墙腻子二遍、面漆二遍。",
  290. "多乐士",
  291. "立邦",
  292. "华润",
  293. "立邦"
  294. ],
  295. [
  296. "5",
  297. "环氧地坪漆",
  298. "1、部位:定置管理划线;2、表面刷掺胶水泥浆满刮两遍;\n3、涂刷环氧地坪漆两遍底漆、中漆一遍,面漆两遍。",
  299. "西卡",
  300. "巴斯夫",
  301. "马贝",
  302. "浙江正邦建材科技有限公司"
  303. ]
  304. ],
  305. "confidence": 1
  306. },
  307. {
  308. "pagenos": [
  309. 35,
  310. 36
  311. ],
  312. "col_len": 7,
  313. "table": [
  314. [
  315. "序\n号",
  316. "名称",
  317. "事项",
  318. "单位",
  319. "数量",
  320. "含税单价\n(元)",
  321. "含税合价\n(元)"
  322. ],
  323. [
  324. "1",
  325. "文明施工",
  326. "安全警示、标志牌。",
  327. "项",
  328. "1",
  329. "12000",
  330. "12000"
  331. ],
  332. [
  333. "2",
  334. "现场围挡",
  335. "现场采用封闭围挡、铁塔防护。",
  336. "项",
  337. "1",
  338. "2000",
  339. "2000"
  340. ],
  341. [
  342. "3",
  343. "八牌一图",
  344. "",
  345. "项",
  346. "1",
  347. "500",
  348. "500"
  349. ],
  350. [
  351. "4",
  352. "材料堆放",
  353. "材料、构件、料具等堆放时,悬挂有名\n称、品种、规格等标牌;\n水泥和其他易飞扬细颗粒建筑材料应密\n闭存放或采取覆盖等措施;\n易燃、易爆和有毒有害物品分类存放。",
  354. "项",
  355. "1",
  356. "1000",
  357. "1000"
  358. ],
  359. [
  360. "5",
  361. "现场防火",
  362. "消防器材配置合理,设置消防栓、灭火\n器等,符合消防要求。",
  363. "项",
  364. "1",
  365. "200",
  366. "200"
  367. ],
  368. [
  369. "6",
  370. "垃圾清运",
  371. "施工现场应设置密闭式垃圾站;\n施工垃圾、生活垃圾应分类存放、生活\n垃圾清理外运;\n施工垃圾必须采用相应容器或管道运\n输。",
  372. "项",
  373. "1",
  374. "800",
  375. "800"
  376. ],
  377. [
  378. "7",
  379. "安全生产",
  380. "安全生产检查、评价、咨询和标准化建\n设费用;\n安全生产培训、教育、宣传费用;\n治安秩序管理费用。",
  381. "项",
  382. "1",
  383. "1000",
  384. "1000"
  385. ],
  386. [
  387. "8",
  388. "宣传栏、环保保\n护及不扰民措施",
  389. "宣传栏、安全宣传标语等,\n洗车(防止污染市区道路)、粉尘;\n设备噪声控制、防扰民措施;\n水泥及其他细颗粒封闭存放及覆盖措\n施、土石方外运车辆保护;现场污染源\n的控制,排污(污水、废气)措施等。",
  390. "项",
  391. "1",
  392. "1000",
  393. "1000"
  394. ],
  395. [
  396. "9",
  397. "临时设施",
  398. "现场办公、值班室、茶水休息间、工地\n厕所、库房、砂浆搅拌站、加工防护棚\n施工现场范围内建筑物(构筑物)沿外\n边起 50m以内的供(排)水管道(沟)、\n供电管线等设施的搭设、维修、拆除、\n清理和摊销等费用。",
  399. "项",
  400. "1",
  401. "500",
  402. "500"
  403. ],
  404. [
  405. "10",
  406. "施工现场临时用\n电",
  407. "施工中检修电源的布置、拆除、维护、\n修理等。\n按三级配电要求,配备总配电箱、分配\n电箱、开关箱三类(铁质)标准电箱。\n开关箱应符合一机、一箱、一闸、一漏。\n三类电箱中的各类电器应是合格品。\n按两级保护的要求,选取符合容量要求\n和质量合格的总配电箱和开关箱中的漏\n电保器。\n对大型、落地式分配电箱、开关箱设置\n防护棚和通透式围档。",
  408. "项",
  409. "1",
  410. "500.89",
  411. "500.89"
  412. ],
  413. [
  414. "11",
  415. "接地保护装置",
  416. "施工现场应设置接地带装置。",
  417. "项",
  418. "1",
  419. "500",
  420. "500"
  421. ],
  422. [
  423. "12",
  424. "现场变配电装置",
  425. "总配电室建筑材料必须达到三级防火要\n求,室内做硬地坪、电缆沟、吊顶。",
  426. "项",
  427. "1",
  428. "200",
  429. "200"
  430. ],
  431. [
  432. "13",
  433. "安全施工",
  434. "临边洞口交叉高处作业防护",
  435. "项",
  436. "1",
  437. "1500",
  438. "1500"
  439. ],
  440. [
  441. "14",
  442. "预留洞口防护",
  443. "用硬质材料全封闭;短边超过1.5m长的\n洞口,除封闭外四周还应设有防护栏杆。",
  444. "项",
  445. "1",
  446. "500",
  447. "500"
  448. ],
  449. [
  450. "15",
  451. "楼梯边防护",
  452. "设1.2m高的定型化、工具化、标准化的\n防护栏杆, 18㎝高的踢脚板。",
  453. "项",
  454. "1",
  455. "500",
  456. "500"
  457. ],
  458. [
  459. "16",
  460. "垂直方向交叉作\n业防护",
  461. "设置防护隔离棚或其他设施。",
  462. "项",
  463. "1",
  464. "500",
  465. "500"
  466. ],
  467. [
  468. "17",
  469. "高空作业防护",
  470. "有悬挂安全带的悬索或其他设施;有操\n作平台;有上下的梯子或其他形式的通\n道。",
  471. "项",
  472. "1",
  473. "800",
  474. "800"
  475. ],
  476. [
  477. "18",
  478. "安全防护用品",
  479. "安全帽、安全带、安全绳,特种作业人\n员(电工、混凝土工、焊工等)防护服\n装、用品等;生产工人防暑降温费、防\n寒保暖费用。",
  480. "项",
  481. "1",
  482. "1000",
  483. "1000"
  484. ],
  485. [
  486. "19",
  487. "机械设备防护",
  488. "机械设备防护。",
  489. "项",
  490. "1",
  491. "504",
  492. "504"
  493. ],
  494. [
  495. "20",
  496. "特种设备",
  497. "垂直运输等特种设备检测、检验;\n物料提升机、施工电梯等卸料平台搭设、\n两侧用密目式安全立网全封闭,安全防\n护门、防护棚等。",
  498. "项",
  499. "1",
  500. "1000",
  501. "1000"
  502. ],
  503. [
  504. "21",
  505. "应急救援预案",
  506. "现场临时医疗、救援及保健物品的配置\n费用; 配备、维护、保养应急救援器材、\n设备费用和应急演练费用。",
  507. "项",
  508. "1",
  509. "1000",
  510. "1000"
  511. ],
  512. [
  513. "22",
  514. "重大危险源",
  515. "开展重大危险源和事故隐患评估、监控\n和整改支出。",
  516. "项",
  517. "1",
  518. "1500",
  519. "1500"
  520. ],
  521. [
  522. "23",
  523. "非正常情况施工",
  524. "其它特殊情况产生的防护费用。",
  525. "项",
  526. "1",
  527. "2020",
  528. "2020"
  529. ],
  530. [
  531. "24",
  532. "疫情防控费用",
  533. "因疫情防控需要购买口罩、消毒液以及\n进行核酸检测等费用",
  534. "项",
  535. "1",
  536. "4200",
  537. "4200"
  538. ],
  539. [
  540. "",
  541. "......",
  542. ".......",
  543. "",
  544. "",
  545. "",
  546. ""
  547. ],
  548. [
  549. "",
  550. "总计",
  551. "",
  552. "",
  553. "",
  554. "35224.89",
  555. "35224.89"
  556. ]
  557. ],
  558. "confidence": 1
  559. }
  560. ]