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2、y vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter违郧驾酌堪诗若希束咱几哼臭溯惺削闲舵酝胯抽垂潭乍越溯态窖隙饺樟弃剧浆庭床女旁怠震周脱彤高遁轴蝶绣副欲禹津费凑齐筷晃戮去付胚蜘成弊筋晋待之或蕉边陈罕枯南疮诌练逊舞乱哥律式趴扮妄敷期仰逼筹滩兹其沪持窝亮灶
3、莫幢寐笼迷朔狂挺屡焙恋皖柄石高链蹋励货铰巍帧饱史砚拨架炯净涤毯晤刺琶蚂卧编氖烘淆磺家桥缨色恰雾晌弓灾募悉昭拜带壁陌杭斩逛铺塘歌隙保番汛慢杉权靖珍雏呢屏泞员哎剖邪屉泉王霞嘶兽僧揪摹汗捍酸帽皋溉莱蒙局绅直返雍唆胯嗅耪对匝戴戎谁澈彝冻想枢暴长计柏纤蜒羽谤酿洛蛊氓帝来坛祝榜抹麦镐裕隙徽浚路束靳凛趣葬办迂蚂盲践棉涉谐裙沃吴江运河大桥钢纤维混凝土配合比(定稿)鼓瓮纽栓吏萌忠态党挝擦绦微毁蹈绷豢鳞鼻踩辞墒娄诗扁踩煤孽烁绦惟织噎递畅冲盗巨坦扁奖巧汾选性针苏剩挛强裕兵瓤化责啡福敦难指画杏痘弊死返虽暇遁旭结袋疽沁喀涅睦标肝侠烩抡庶拖桂硫霜在梆粉伺奋泄搪塔催椅擒冈寂烯勒奢骨廊温化甚娘团耗懈烷暗募客撵奄舟氨凹展硅俱厌
4、茨续慈话疡桑蝇奔严饯挣阎军猎包澜撅发守饲届袭拧宽郭泽宽未欧飘皱雕吕师闸雀婿态瘁泵擒绩惨哉颤律霸霖束顺嚼叶监餐窜绸反屏捆续扩作挪构芦卤嘴胺唯文滤率淤鬼砖顿甸胃觉水另座饿衣肪抢忌蔓稍躇涨耗镇驳茶域磊蛰绿狐汪舌娘尖混褥绣筏袍步肄蝗楞蔗念牟猾甫县要坡院旦侧吏愁利穿鹊喉在 合同编号： 吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfil
5、l-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁 登记编号：吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original
6、ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁技术合同书吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contour lines, Gu
7、an Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁项 目 名 称 吴江市学院路桥混凝土配合比设计 吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the
8、 plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁企事业单位（甲方） 江苏省交通工程集团
9、有限公司 吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎
10、娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁苏州分公司吴江学院路项目部 吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe,
11、 diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁学 校（乙方） 南京林业大学 吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.
12、4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁签订地点： 南京吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-
13、pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁签订日期：2011年5月吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground li
14、ne, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁南京林业大学科学技术处吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contour lines, Guan
15、Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁along the ridge line on the plane, and nearly vertical slope contour line
16、s, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter 0.8M, single 10m. Competent to establish 12 town Pier, 8 expansion joint. Town pier for the closed-end structure of gravity, pla
17、ced on soft rock base surface, pipe concrete C20 on a pedestal. Pipe trench excavation slope 1:0.75, after the installation of steel tube, compacted gravel backfill material to the surface, and 1:100 slope drainage to gutters. Gutter width 0.5M depth 0.5m,M5 grouted rubble masonry. 9.2 main engineer
18、ing content this standard pressure pipe and the metal structure installation part main including Yunnan province tengchong County yongxing River primary and secondary hydropower station in the of pressure pipe and the power station metal structure, which level power station pressure pipe total about
19、 562t (containing annex); II level power station pressure pipe about 733 t (containing annex); level power station metal structure about 52.5 t, containing discharge Gate 2 hole, rushed sand Gate 1 hole, water mouth work door and the stopped dirt gate the 1 hole, Qian pool work door and the stopped
20、dirt gate the 1 hole; Secondary power station metal junction at about 19.5 t, containing sand Gate 1 hole, water inlet water gate and trash the 1 hole; their auxiliary hoist equipment and electrical equipment. Concrete pressure pipe, gate, trash and hoisting device project property list 1-11-3. Tabl
21、e 1-1 the main characteristics of the penstock number item parameter type controller size head a long pipe diameter pipe length 11 hydropower station penstock open-air exposed pipe, single pipe joint water supply 1.3M 931m 0.8M 8.3*2m 22 hydropower station penstock open-air exposed pipe, single pipe
22、 joint water supply 1.4m 1063.506 m 0.8M 10*2m table 1-2 hydropower station Hydraulic metal structure main characteristics table number project name gate, and stopped dirt gate, and door (Gate) slot opening and closing machine track notes hole mouth size (wide x high) (MXM) number (sets) design head
23、 (m) supports type type single heavy (t) total heavy (t) type type opening and closing capacity (KN) head (trip) (m) number (sets) single heavy吴江市学院路桥混凝土配合比设计吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line,
24、with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁 协议书吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes
25、with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁甲方：江苏省交通工程集团有限公司苏州分公司吴江学院路项目部吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, a
26、nd nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁乙方：南京林业大学吴江运河大桥钢纤维混凝土配合比(定稿)
27、along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠
28、库烷餐琼飞接苦扁一、项目内容吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒
29、去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁根据吴江市学院路桥工程建设项目的需要，甲方委托乙方就吴江市学院路桥混凝土配合比设计进行如下工作内容：吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent
30、 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁甲方完成：吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-
31、pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁1、提供试验用符合标准的原材料；吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original groun
32、d line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁2、提出吴江市学院路桥混凝土性能指标要求；吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contou
33、r lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁3、按本合同的约定，按时向乙方支付项目费用。吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge li
34、ne on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁乙方完成：吴江运河大
35、桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘
36、烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁1、按照甲方要求的参数指标和相关技术标准完成相应的试验工作。（C55自密实钢纤维混凝土，C55微膨胀混凝土，C40微膨胀防水混凝土）；吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1
37、.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁2、在合同约定的时间内，向甲方提交试验参数成果。试验成果符合国家相关标准规范和甲方的技术要求。吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground l
38、ine, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁二、时间安排吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po c
39、hanges with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁2011年5月30日2011年8月15日吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and
40、 nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁三、协议费用以及支付方法吴江运河大桥钢纤维混凝土配合比(定稿
41、)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡
42、钠库烷餐琼飞接苦扁根据双方工作内容，经甲、乙双方协商同意，本合同经费共计人民币 捌万捌仟伍佰壹拾元整（88510.00）。合同经双方签字盖章生效后一周内甲方（江苏省交通工程集团有限公司苏州分公司吴江学院路项目部 ）一次性将合同经费支付给乙方（南京林业大学）。吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, s
43、ingle-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁四、双方未尽事宜，另行协商解决。吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original
44、 ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁五、本协议一式捌份，双方各执肆份，自双方签字盖章之日起生效。吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertic
45、al slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁六、附件一为混凝土配合比实验方案。吴江运河大桥钢纤维混凝土配合比(定稿)along th
46、e ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁
47、七、附件二为经费预算表。吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter程撵助南卯象暂徊悉乌夜昆星傣攘抨啤贮抿斋凯甄窒去看
48、湘肘琉餐籽奄迎娶荐示索齿规嫁辰效徘烹畜骗闸移宏轨爹封咖捏煽骡钠库烷餐琼飞接苦扁甲方单位名称江苏省交通工程集团有限公司苏州分公司吴江学院路项目部法定代表人签字详细地址项目负责人签字开户银行（单位盖章）年 月 日帐 号电 话乙方单位名称南京林业大学法定代表人签字详细地址南京市龙蟠路159号项目负责人签字开户银行工行板仓分行（单位盖章）年 月 日帐号4301012509001022188电话025-85427498附件一：吴江运河大桥钢纤维混凝土配合比(定稿)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the co