Ê©¹¤×éÖ¯Éè¼Æ(ÖÐÓ¢ÎĶÔÕÕ)

3.1.2²¼ÖúÃÏÖ³¡µÄ¹¤³Ì¸Å¿öÅÆ¡¢°²È«Éú²ú±ê־ů¡¢ÀͶ¯¼ÍÂÉÅÆµÈ¡°¶þͼÁùÅÆ¡±¡£Set up at the site the two charts and six boards: the project plate, safe production marks, work disciplines board and etc.

3.1.3×é֯ʩ¹¤ÈËÔ±½ø³¡,²¢×öºÃ¸÷Ïî½ÌÓý¹¤×÷¡£Organize the work force, move into the site and do well educational work and others.

3.2Ê©¹¤¼¼Êõ×¼±¸Preparations for execution techniques

Ê©¹¤¼¼Êõ×¼±¸µÄÖ÷ÒªÄÚÈÝ,¿ÉÒÔ¹éÄÉΪÒÔÏÂËĸö·½Ãæ:Ò»ÊÇ×é֯ͼֽ»áÉó£»¶þÊDZàÖÆ¿ª¹¤Ç°µÄ¸÷Ïî·½°¸¡¢´ëÊ©£»ÈýÊǽøÐй¤³Ì¶¨Î»£¬¿ªÕ¹Ê©¹¤²âÁ¿£»ËÄÊÇÍê³É¼¼Êõ¡¢¼ìÑé»úÖÆµÄ½¨Á¢¡£Æä¾ßÌåÄÚÈÝÊÇ£ºThe main thing in this regard are the following four parts: study and examine the drawings; work out the schedules for the commencement; start the project location and surveying work; establish the mechanism of the technique identification and quality inspection. The details are:

3.2.1¼°Ê±×éÖ¯¼¼ÊõÈËÔ±,Ô¤ËãÔ±ÈÏÕæÊìϤʩ¹¤Í¼Ö½,²ÎÓëͼֽ»áÉóºÍ¼¼Êõ½»µ×; Timely organize the technicians and quantity surveyors to get familiar with all the drawings. They shall participate in the drawings studying and examining, and explain all the technical details.

3.2.2±àÖÆÊ©¹¤Í¼Ô¤ËãºÍÔÂÑ®×÷Òµ¼Æ»®,Ìṩ²ÄÁϵÄÐèÒªÁ¿¼Æ»®; Work out the project budget and the schedules for monthly and 10-day¡¯s site work, and also the materials supply plan.

3.2.3ÉÌÇ뽨É赥λ×éÖ¯ÒÆ½»¡¢¹æ»®ºìÏß¡¢×ù±ê¡¢±ê¸ßµÈ£»Consult with the Client to hand over the site, plot lines, bench marks and levels, etc.

3.2.4×é֯רҵ¼¼ÊõÈËÔ±½øÐÐÄ£°åºÍ¸Ö½îµÄ·­Ñù¹¤×÷; Organize the professional technicians to work out shop drawings for all the moulding board and steel work.

3.2.5×öºÃ¸÷ÖÖ½ø³¡²ÄÁϵÄÖÊÁ¿¼ìÑé¼°íÅÅäºÏ±ÈµÄÊÔÅäµÈ×¼±¸¹¤×÷¡£Do a good job in

checking all those materials to be brought into the site and concrete mix preparations.

3.2.6¸ù¾Ý¹¤³ÌÊ©¹¤ÐèÒª,½áºÏÍâΧµçÍøµÄÇé¿öºÍÊÐÕþ¹©Ë®¹ÜÍøµÄÇé¿ö,½øÐÐÊ©¹¤ÓõçÓÃË®Éè¼Æ¡£Work out the consumption schedule for the water and power needed for the project as per the requirements of the project execution and the status of electricity grid and city water supply.

3.3Ö÷Òª»úеÉ豸¡¢ÖÜת²ÄÁϼ°ÀͶ¯Á¦×ÊÔ´Å䱸Preparations of Major mechanical

equipments, cycling materials and work forces

¸ù¾Ý±¾¹¤³ÌµÄÊ©¹¤¹æÄ£¼°½á¹¹ÐÎʽ£¬ÎªÁË˳Àû¿ìËÙµØÍê³É±¾¹¤³Ì£¬½»¸¶¸øÒµÖ÷ÔçÈÕͶ²úʹÓã¬ÄâͶÈëµÄ»úеÉ豸¼°ÀͶ¯Á¦ÏêÏÂ±í¡£As per the project scale and structural formation and in order to smoothly complete the execution so as to hand over to the client for the early operation, it is proposed to allocate of the following equipments and labor forces as the form listed below:

Ö÷Ҫʩ¹¤»úеºÍ²ÄÁÏÒ»ÀÀ±í

Major Machines and Materials for the Project

ÓõçÁ¿/̨ÐòºÅS.No Ãû³ÆDescriptions ÐͺŠModel ÊýÁ¿Q¡¯ty µ¥Î»(KW) Power Unit Consumption ÍÚ¾ò»ú1 Excavator íŽÁ°è»ú2 Concrete Mixer ɰ½¬°èºÍ»ú3 Mortar Mixer UJ200 2 Unit JZC350 2 Unit ̨2.2 ÈÕ 4 Unit ̨5.5 ¿ª ¹¤ Á¾2.8 ʵ ¼Ê in °´ Date to bring ½ø³¡°²ÅÅËþµõ 4 Tower Crane ¸Ö½îÇнî»ú5 Cutting M/C ¸Ö½îÍäÇú»ú6 Bending M/C µçº¸»ú 7 Welding M/C BX-300-2 2 2 GJ5-40 2 QTZ60T.M 1 ̨ Unit ̨7 Unit ̨2.8 Unit ̨23.4 Unit ̨ÆÚ ½ Ðø ½ø ³¡ Enter the site as per the requirements 7.5 on site 8 ƽÅÙ»úplaner MB106 2 Unit Ô²Å̾â 9 Disc Saw ²åÈëʽÕñµ·Æ÷10 Vibrators ƽ°åÕñ¶¯Æ÷Plate 11 Compactor ïáµÆDysprosium 12 lamp 2 PZ-501 6 HZ6X-50 10 MJ106 2 ̨5.5 Unit ̨1.5 Unit ̨0.5 Unit Õµ Unit ̨13 Ë®×¼ÒÇLevel S3 1 Unit ¾­Î³ÒÇ14 Theodolite J2 1 ̨ Unit ¸ßѹˮ±ÃHigh 15 Pressure Pump 3.4ÀͶ¯Á¦×ÊÔ´Å䱸 Labor Forces

30mÑï³Ì 2 ̨7 Unit ÀͶ¯Á¦°²ÅÅÒ»ÀÀ±í Labor Forces List

ÐòºÅ S.No. 1 2 ¹¤ÖÖÃû³Æ Trade Íß¼¼¹¤Mason ľ¹¤Carpenter ¸Ö½î¹¤ 3 Rebar man 4 ¼Ü×Ó¹¤Scaffolder 20 ÈËperson 60 ÈËperson ÊýÁ¿ Number 80 100 µ¥Î» unit ÈËperson ÈËperson °´Êµ¼Ê ¿ª¹¤ÈÕ ÆÚÂ½Ðø ½ø³¡ Enter the site 6 Ëþµõ˾»úCrane Operator ׳¹¤Unskilled 7 Labor 8 ºóÇÚ±£ÎÀGuard 4 ÈËperson 50 ÈËperson on site 2 ÈËperson as per the requirements ±¸×¢Remarks 5 »úµç¹¤Electrician 10 ÈËperson ËÄ¡¢ÏîÄ¿×éÖ¯¹ÜÀí»ú¹¹The Project Administration Organization

4.1ÏîÄ¿¹ÜÀí×éÖ¯»ú¹¹µÄ×齨£¨¾ßÌåÈËÔ±Ãûµ¥¸½ºó£© The set-up of the Project

Administration Organization (The detailed name list as attached)

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