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,,,,工程預(結(jié))算表,,,,
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工程名稱:,,,,建筑面積:,,,,
序,編號,項目名稱,單位,數(shù)量,單價(元),,總價(元),
號,,,,,單價,工資,總價,工資
,,一、路基土方工程,,,,,96401.21,2644.32
1,d1-243,挖路基土方三類土,1000m3,5.645,1670.12,141,9427.83,795.95
2,綜合價,耕牛挖石方,m3,1411.186,30,,42335.58,
3,d1-273,土石方場內(nèi)運輸運距100m內(nèi),1000m3,6.961,3408.51,141,23726.64,981.5
4,d1-298,"填土碾壓,內(nèi)燃壓路機15t內(nèi)",1000m3,6.053,3338.66,141,20208.91,853.47
5,d1-246,"反鏟挖掘機(斗容量1m3)裝車,三類土",1000m3,0.095,1909.12,141,181.37,13.4
6,d1-286,自卸汽車運土(載重10t內(nèi))~運距1km內(nèi),1000m3,0.095,5482.9,,520.88,
,,二、道路工程,,,,,1003059.2,194509.47
7,d2-1,路床碾壓檢驗,100m2,67.365,84.19,8.46,5671.46,569.91
8,d2-248,"穩(wěn)定基層,水泥、砂、卵石(6:38:56),機械拌合,厚20cm",100m2,67.365,1960.79,358.38,132088.62,24142.27
9,d2-316換,"水泥砼路面,厚度20cm^c25l40/32.5",100m2,64.774,3377.91,723.1,218800.74,46838.08
10,d2-326,"伸縮縫,鋸縫機鋸縫",10延米,134.8,24.39,15.04,3287.77,2027.39
11,d2-333,水泥混凝土路面草袋養(yǎng)護,100m2,64.774,113.94,27.03,7380.35,1750.84
12,d1-533,機動翻斗車場內(nèi)運輸水泥砼(熟料)~運距200m,10m3,129.548,125.41,42.77,16246.61,5540.77
13,d9-159,道路工程鋼模板,10m3,129.548,150.65,7.47,19516.41,967.72
14,d2-1,路床碾壓檢驗,100m2,69.63,84.19,8.46,5862.15,589.07
15,d2-247,"穩(wěn)定基層,水泥、砂、卵石(6:38:56),機械拌合,厚15cm",100m2,69.63,1494.36,286.7,104052.29,19962.92
16,d2-314換,"水泥砼路面,厚度15cm^c25l40/32.5",100m2,66.952,2589.18,598.08,173350.78,40042.65
17,d2-326,"伸縮縫,鋸縫機鋸縫",10延米,145.6,24.39,15.04,3551.18,2189.82
18,d2-333,水泥混凝土路面草袋養(yǎng)護,100m2,66.952,113.94,27.03,7628.51,1809.71
19,d1-533,機動翻斗車場內(nèi)運輸水泥砼(熟料)~運距200m,10m3,100.428,125.41,42.77,12594.68,4295.31
20,d9-159,道路工程鋼模板,10m3,100.428,150.65,7.47,15129.48,750.2
21,d2-1,路床碾壓檢驗,100m2,16.84,84.19,8.46,1417.76,142.47
22,d2-190,"人工鋪裝砂卵石底層(天然級配),厚度15cm",100m2,16.84,799.17,152.05,13458.02,2560.52
23,d2-247,"穩(wěn)定基層,水泥、砂、卵石(6:38:56),機械拌合,厚15cm",100m2,16.193,1494.36,286.7,24198.17,4642.53
24,d2-316換,"水泥砼路面,厚度20cm^c25l40/32.5",100m2,15.57,3377.91,723.1,52594.06,11258.67
25,d2-326,"伸縮縫,鋸縫機鋸縫",10延米,31.1,24.39,15.04,758.53,467.74
26,d2-333,水泥混凝土路面草袋養(yǎng)護,100m2,15.57,113.94,27.03,1774.05,420.86
27,d1-533,機動翻斗車場內(nèi)運輸水泥砼(熟料)~運距200m,10m3,31.14,125.41,42.77,3905.27,1331.86
28,d9-159,道路工程鋼模板,10m3,31.14,150.65,7.47,4691.24,232.62
29,d2-2,人行道整形碾壓,100m2,11.465,48.52,40.42,556.28,463.42
30,d2-190換,"人工鋪裝砂卵石底層(天然級配),厚度12cm",100m2,11.465,685.34,152.05,7857.42,1743.25
31,d2-344換,人行道混凝土墊層~厚度15cm^c15l40/32.5,100m2,11.024,2045.3,427.7,22547.39,4714.96
32,d2-349,"人行道板安砌,水泥砂漿粘貼(3CM)",100m2,10.6,2807.29,407.96,29757.27,4324.38
33,d2-359,"人工鋪裝,混凝土側(cè)緣石墊層",m3,,140.71,35.96,,
34,d2-363,"C25砼路緣石安砌,750*300*100",100m,61.761,1457.62,119.85,90024.07,7402.06
35,d2-363,"C25砼邊石安砌,750*150*100",100m,4.578,1457.62,119.85,6672.98,548.67
36,d2-363,混凝土樹穴石安砌1200*200*100,100m,2.688,1457.62,119.85,3918.08,322.16
37,d2-2,人行道整形碾壓,100m2,2.92,48.52,40.42,141.68,118.03
38,d2-190,"人工鋪裝砂卵石底層(天然級配),厚度15cm",100m2,2.92,799.17,152.05,2333.58,443.99
39,d2-344換,人行道混凝土墊層~厚度10cm^c15l40/32.5,100m2,2.7,1375.05,293.75,3712.64,793.13
40,d2-349,"8CM植草磚安砌,水泥砂漿粘貼(3CM)",100m2,2.7,2807.29,407.96,7579.68,1101.49
,,三、給水工程,,,,,82237.11,25020.88
41,d1-8×a1.5換,"人工挖溝槽三類土,深度2m內(nèi)",100m3,0.506,2031.11,2031.11,1027.74,1027.74
42,d1-305×j1.4換,人工鑿松石,100m3,1.265,4211.2,4211.2,5327.17,5327.17
43,d1-243,挖掘機挖溝槽,1000m3,0.455,1670.12,141,759.9,64.16
44,d1-56,"人工填土夯實,槽、坑",100m3,6.324,935.58,932.48,5916.61,5897
45,C8B-8,"室外PE給水管安裝,DN200",10m,6.4,263.25,26.56,1684.8,169.98
46,C8B-8,"室外PE給水管安裝,DN150mm",10m,73,151.19,26.56,11036.87,1938.88
47,C8B-6,"室外PE給水管安裝,DN110mm",10m,2.4,88.91,18.8,213.38,45.12
48,C8B-5,"室外PE給水管安裝,DN50mm",10m,23.6,64.22,17.63,1515.59,416.07
49,d5-171,"管道消毒沖洗,DN100",100m,2.6,48.7,32.45,126.62,84.37
50,d5-172,"管道消毒沖洗,DN200",100m,7.94,88.05,43.1,699.12,342.21
51,d5-419,"消火栓井,深型~井深1.2m",座,9,828.77,104.67,7458.93,942.03
52,d5-380,"磚砌圓形直筒式閥門井,井內(nèi)徑1.2m~井深1.5m",座,39,1023.42,165.58,39913.38,6457.62
53,d5-402,"磚砌矩形水表井,井室凈空尺寸1.5m×1m~井室凈高1.9m",座,2,1198.99,230.25,2397.98,460.5
54,d9-111,"木制井字架,井深2m內(nèi)",座,50,32.03,20.42,1601.5,1021
55,d5-357,"法蘭式水表組成與安裝(有旁通管有止回閥),DN50",組,2,537.97,67.21,1075.94,134.42
56,C7-117,"室外地上式消火栓安裝,1.6MPa,淺100型",套,9,96.63,26.56,869.67,239.04
57,d7-568,"焊接法蘭閥門安裝,DN150",個,39,15.69,11.63,611.91,453.57
,,四、雨水工程,,,,,409635.77,135067.43
58,d1-8×a1.5換,"人工挖溝槽三類土,深度2m內(nèi)",100m3,4.562,2031.11,2031.11,9265.92,9265.92
59,d1-305×j1.4換,人工鑿松石,100m3,11.406,4211.2,4211.2,48032.95,48032.95
60,d1-243,挖掘機挖溝槽,1000m3,4.106,1670.12,141,6857.51,578.95
61,d1-304,填土夯實槽、坑,100m3,55.7,514.3,324.3,28646.51,18063.51
62,d6-32,"定型砼管道基礎(chǔ)(120°),Ⅱ級管、管徑300mm",100m,4.93,1265.92,361.41,6240.99,1781.75
63,d6-34,"定型砼管道基礎(chǔ)(120°),Ⅱ級管、管徑400mm內(nèi)",100m,16.4,2074.79,592.32,34026.56,9714.05
64,d6-36,"定型砼管道基礎(chǔ)(120°),Ⅱ級管、管徑500mm內(nèi)",100m,2.8,2830.79,808.17,7926.21,2262.88
65,d6-37,"定型砼管道基礎(chǔ)(120°),Ⅱ級管、管徑600mm",100m,1.22,3158.91,893.49,3853.87,1090.06
66,d6-143,"砼管道鋪設(shè)承插式,人機配合下管,管徑300mm",100m,4.93,2581.98,210.82,12729.16,1039.34
67,d6-144,"砼管道鋪設(shè)承插式,人機配合下管,管徑400mm內(nèi)",100m,16.4,3151.27,258.38,51680.83,4237.43
68,d6-145,"砼管道鋪設(shè)承插式,人機配合下管,管徑500mm內(nèi)",100m,2.8,4959.65,331.14,13887.02,927.19
69,d6-146,"砼管道鋪設(shè)承插式,人機配合下管,管徑600mm",100m,1.22,6217.28,405.33,7585.08,494.5
70,d6-287,"管道閉水試驗,管徑400mm內(nèi)",100m,25.35,124.42,43.48,3154.05,1102.22
71,d6-301,"磚砌圓形雨水檢查井,井徑1000mm,井深2.5m,蓋板式",座,93,1203.03,230.68,111881.79,21453.24
72,d6-368,"磚砌雨水進水井,單平箅(680×380)~井深1.0m",座,152,382.27,74.12,58105.04,11266.24
73,d9-112,"木制井字架,井深4m內(nèi)",座,93,61.96,40.4,5762.28,3757.2
,,五、污水工程,,,,,134154.84,47157.71
74,d1-8×a1.5換,"人工挖溝槽三類土,深度2m內(nèi)",100m3,1.701,2031.11,2031.11,3454.92,3454.92
75,d1-305×j1.4換,人工鑿松石,100m3,4.252,4211.2,4211.2,17906.02,17906.02
76,d1-243,挖掘機挖溝槽,1000m3,1.531,1670.12,141,2556.95,215.87
77,d1-304,填土夯實槽、坑,100m3,21.26,514.3,324.3,10934.02,6894.62
78,d6-32,"定型砼管道基礎(chǔ)(120°),Ⅱ級管、管徑300mm",100m,1.68,1265.92,361.41,2126.75,607.17
79,d6-34,"定型砼管道基礎(chǔ)(120°),Ⅱ級管、管徑400mm內(nèi)",100m,8.18,2074.79,592.32,16971.78,4845.18
80,d6-36,"定型砼管道基礎(chǔ)(120°),Ⅱ級管、管徑500mm內(nèi)",100m,0.26,2830.79,808.17,736.01,210.12
81,d6-143,"砼管道鋪設(shè)承插式,人機配合下管,管徑300mm",100m,1.68,2581.98,210.82,4337.73,354.18
82,d6-144,"砼管道鋪設(shè)承插式,人機配合下管,管徑400mm內(nèi)",100m,8.18,3151.27,258.38,25777.39,2113.55
83,d6-145,"砼管道鋪設(shè)承插式,人機配合下管,管徑500mm內(nèi)",100m,0.26,4959.65,331.14,1289.51,86.1
84,d6-287,"管道閉水試驗,管徑400mm內(nèi)",100m,10.12,124.42,43.48,1259.13,440.02
85,d6-301,"磚砌圓形雨水檢查井,井徑1000mm,井深2.5m,蓋板式",座,37,1203.03,230.68,44512.11,8535.16
86,d9-112,"木制井字架,井深4m內(nèi)",座,37,61.96,40.4,2292.52,1494.8
,,六、電力、通信工程,,,,,741428.16,59291.79
87,d1-8×j1.5換,"人工挖溝槽三類土,深度2m內(nèi)",100m3,4.438,2031.11,2031.11,9014.07,9014.07
88,d1-243,"反鏟挖掘機(斗容量1m3)不裝車,三類土",1000m3,3.994,1670.12,141,6670.46,563.15
89,d1-64,槽坑|天然砂回填,100m3,17.752,2133.09,261.09,37866.61,4634.87
90,d1-304,填土夯實槽、坑,100m3,2.628,514.3,324.3,1351.58,852.26
91,d8-193,C20無筋砼基礎(chǔ)制作,m3,16.625,183.27,32.67,3046.86,543.14
92,,路燈地腳螺栓,套,95,80,,7600,
93,,路燈手孔井,套,95,250,,23750,
94,d8-250,"PVC管地埋敷設(shè),公稱直徑80mm",100m,17.54,142.63,84.6,2501.73,1483.88
95,d8-265,"SC管地埋敷設(shè),公稱直徑80mm",100m,4.26,1000.97,559.3,4264.13,2382.62
96,d8-216,"銅芯電纜水平敷設(shè),YJV-0.6/1KV-3*10",100m,23.6,327.14,165.21,7720.5,3898.96
97,主材價格,"銅芯電纜水平敷設(shè),YJV-0.6/1KV-3*10",m,2360,32.19,,75968.4,
98,,絕緣穿刺線夾KWEP,個,95,50,,4750,
99,d8-452,"高低臂道路燈,400W+100W雙頭,配高壓鈉燈光源、9米金屬燈桿及節(jié)能型電子鎮(zhèn)流器",10套,1.6,721.96,366.84,1155.14,586.94
100,d8-452,庭院燈2*250W,10套,7.9,721.96,366.84,5703.48,2898.04
101,d8-335,"管內(nèi)穿護套線,照明線路2*6",100m,5.5,19.18,18.8,105.49,103.4
102,d8-292,UPVC一體七孔梅花管,100m,48,932.58,399.97,44763.84,19198.56
103,d5-419,通信手孔井,座,2,828.77,104.67,1657.54,209.34
10
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