道路工程清單與計價表

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分部分項工程和單價措施項目清單與計價表,,,,,,,,,,,,,

工程名稱：萊城工業(yè)區(qū)福泉橡膠進廠道路工程,,,,,,,標段：,,,,第1頁共3頁,,

序號,項目編碼,,項目名稱,,項目特征描述,計量單位,,工程量,,金額（元）,,,

,,,,,,,,,,綜合單價,,合價,其中

,,,,,,,,,,,,,暫估價

,,,道路,,,,,,,,,,

1,041001001001,,拆除路面,,"1.材質(zhì):砼道路

2.厚度:150mm

3.運距:自行考慮",m2,,1950,,"10,18",,19851,

2,040101001002,,挖一般土方,,"1.土壤類別:建筑垃圾

2.開挖方式:機械開挖

3.運距:自行考慮",m3,,"1286,4",,"14,55",,"18717,12",

3,040101001004,,挖一般土方,,"1.土壤類別:四類土

2.開挖方式:機械開挖",m3,,"5270,36",,"5,31",,"27985,61",

4,040103002001,,余方棄置,,"1.廢棄料品種:土方

2.運距:自行考慮",m3,,"1286,4",,"9,84",,"12658,18",

5,041001010001,,遷移電力設(shè)施,,,處,,1,,35000,,35000,

6,041001010002,,遷移通訊線桿,,,根,,1,,5000,,5000,

7,040501004001,,塑料管,,1.材質(zhì)及規(guī)格:DN300PVC管,m,,300,,"74,97",,22491,

8,040201001001,,路基壓實,,,m2,,"20851,2",,"1,4",,"29191,68",

9,040202015001,,風(fēng)化砂基層,,"1.厚度:48cm

2.壓實度:≥97%

3.其他:詳見圖紙設(shè)計",m2,,"5212,8",,"27,53",,"143508,38",

10,040203007001,,水泥混凝土路面,,"1.混凝土強度等級:C30

2.厚度:23CM

3.聚氨酯伸縮縫

4.其他:詳見圖紙設(shè)計",m2,,4344,,"122,67",,"532878,48",

11,040103001002,,路肩培土,,1.其他：詳見圖紙設(shè)計,m3,,581,,"17,01",,"9882,81",

,,,分部小計,,,,,,,,,"857164,26",

,,,板涵、管涵,,,,,,,,,,

12,040101001005,,挖一般土方,,"1.土壤類別:綜合

2.開挖方式:機械開挖",m3,,"1565,2",,"5,31",,"8311,21",

13,040103001003,,回填方,,,m3,,"194,17",,"10,81",,"2098,98",

14,040103002002,,余方棄置,,"1.廢棄料品種:土方

2.運距:自行考慮",m3,,"737,91",,"9,84",,"7261,03",

15,040305003002,,漿砌塊料,,"1.部位:基礎(chǔ)

2.材料品種、規(guī)格:塊石

3.砂漿強度等級:NM7.5",m3,,"40,96",,"267,01",,"10936,73",

16,040305003003,,漿砌塊料,,"1.部位:涵臺身

2.材料品種、規(guī)格:塊石

3.砂漿強度等級:NM7.5",m3,,"295,15",,"402,91",,"118918,89",

本頁小計,,,,,,,,,,,,"1004691,1",

注：為計取規(guī)費等的使用，可在表中增設(shè)其中：“定額人工費”。,,,,,,,,,,,,,

,,,,,,,,,,,表—08,,

,,,,,,,,,,,,,

分部分項工程和單價措施項目清單與計價表,,,,,,,,,,,,,

工程名稱：萊城工業(yè)區(qū)福泉橡膠進廠道路工程,,,,,,,標段：,,,,第2頁共3頁,,

序號,項目編碼,,項目名稱,,項目特征描述,計量單位,,工程量,,金額（元）,,,

,,,,,,,,,,綜合單價,,合價,其中

,,,,,,,,,,,,,暫估價

17,040304005001,,預(yù)制混凝土溝蓋板,,"1.混凝土強度等級:C30

2.蓋板安裝灌封",m3,,"8,96",,"1509,5",,"13525,12",

18,040303002001,,混凝土基礎(chǔ),,1.混凝土強度等級:C15,m3,,"17,78",,"485,28",,"8628,28",

19,040303004001,,混凝土墩(臺）帽,,"1.部位:板涵

2.混凝土強度等級:C30",m3,,"22,86",,"538,97",,"12320,85",

20,040305001001,,墊層,,1.材料品種、規(guī)格:砂礫墊層,m3,,"7,69",,"142,1",,"1092,75",

21,040309010001,,防水層,,"1.部位:板涵伸縮縫

2.材料品種、規(guī)格:防腐瀝青",m2,,"40,02",,"10,2",,"408,2",

22,040309010002,,防水層,,"1.部位:板涵伸縮縫

2.材料品種、規(guī)格:油氈",m2,,"5,34",,"2,69",,"14,36",

23,040309010003,,防水層,,"1.部位:板涵伸縮縫

2.材料品種、規(guī)格:瀝青麻絮",m2,,"26,24",,"10,2",,"267,65",

24,040501001001,,混凝土管,,"1.規(guī)格:DN750

2.接口方式:膠圈接口",m,,32,,"372,02",,"11904,64",

25,041001006001,,拆除管道,,"1.材質(zhì):砼

2.管徑:DN750",m,,18,,"65,35",,"1176,3",

26,040901001004,,現(xiàn)澆構(gòu)件鋼筋,,1.光圓鋼筋直徑≤16mm,t,,"3,172",,"4664,01",,"14794,24",

27,040901001005,,現(xiàn)澆構(gòu)件鋼筋,,1.光圓鋼筋直徑≤18mm,t,,1,,"4661,79",,"4661,79",

,,,分部小計,,,,,,,,,"216321,02",

,,,增加部分,,,,,,,,,,

28,010101001001,,清表,,,m2,,"2572,8",,"1,55",,"3987,84",

29,040103001004,,回填礦渣,,1.填方材料品種:礦渣,m3,,"1865,36",,"66,16",,"123412,22",

30,040102001001,,挖運石方（油錘破除）,,"1.巖石類別:堅石、松石

2.開鑿方式:油錘破除

3.裝車、不裝車:裝車

4.運距:自行考慮",m3,,"318,92",,"37,18",,"11857,45",

31,040103002003,,外運土石方,,"1.廢棄料品種:土、石方

2.運距:自行考慮",m3,,"96,48",,"20,74",,2001,

32,040103001005,,回填風(fēng)化砂,,"1.填方部位:路基及管涵

2.填方材料品種:風(fēng)化砂

3.填方來源:自行考慮",m3,,"396,98",,"77,05",,"30587,31",

33,040303016001,,水泥砂漿壓頂,,"1.砂漿等級:1:2.5

2.厚度:30mm",m2,,"160,35",,"20,57",,"3298,4",

本頁小計,,,,,,,,,,,,"243938,4",

注：為計取規(guī)費等的使用，可在表中增設(shè)其中：“定額人工費”。,,,,,,,,,,,,,

,,,,,,,,,,,表—08,,

,,,,,,,,,,,,,

分部分項工程和單價措施項目清單與計價表,,,,,,,,,,,,,

工程名稱：萊城工業(yè)區(qū)福泉橡膠進廠道路工程,,,,,,,標段：,,,,第3頁共3頁,,

序號,項目編碼,,項目名稱,,項目特征描述,計量單位,,工程量,,金額（元）,,,

,,,,,,,,,,綜合單價,,合價,其中

,,,,,,,,,,,,,暫估價

34,040308001001,,水泥砂漿抹面,,"1.砂漿配合比:1:2.5水泥砂漿

2.部位:石砌體",m2,,19,,"25,6",,"486,4",

35,011201003001,,墻面勾縫,,1.勾縫材料種類:1:1水泥砂漿,m2,,"452,62",,"13,58",,"6146,58",

36,040501001002,,混凝土管,,"1.規(guī)格:DN600

2.接口方式:膠圈接口",m,,27,,"353,06",,"9532,62",

37,040501001003,,混凝土管,,"1.規(guī)格:DN400

2.接口方式:膠圈接口",m,,14,,"162,44",,"2274,16",

38,031003014001,,超聲波流量計,,"1.類型:超聲波流量計

2.型號、規(guī)格:TUF-200",塊,,1,,"6829,65",,"6829,65",

39,031001006001,,塑料管,,"1.部位:灌溉管道

2.材質(zhì)、規(guī)格:HDPE110

3.連接形式:熱熔",m,,156,,"57,34",,"8945,04",

40,030408001001,,電力電纜,,"1.名稱:控制電纜

2.規(guī)格:3*6",m,,156,,"16,84",,"2627,04",

41,031003003001,,焊接法蘭閥門,,"1.類型:法蘭閘閥

2.規(guī)格、壓力等級:DN100

3.連接形式:法蘭",個,,1,,"401,63",,"401,63",

42,040303002002,,混凝土管基,,1.混凝土強度等級:C20,m3,,"9,96",,"507,2",,"5051,71",

43,B001,,零星用工,,,個,,2,,150,,300,

44,B002,,230挖掘機,,,臺班,,"1,34",,2200,,2948,

,,,分部小計,,,,,,,,,"220687,05",

,,,措施項目,,,,,,,,,,

45,041102002001,,基礎(chǔ)模板,,,m2,,"65,32",,"59,14",,"3863,02",

46,041102002002,,基礎(chǔ)模板,,,m2,,"71,68",,"102,41",,"7340,75",

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