售楼处筹建方案

售楼处筹建方案 房地产项目公开销售前资料准备及前期工作主要包括以下 方面: 1、批文及销售资料 .批文: 公司营业执照 商品房销售许可证 .楼宇说明 书 关于书的成语关于读书的排比句社区图书漂流公约怎么写关于读书的小报汉书pdf : 项目统一说词 户型图与会所平面图 会所 内容 财务内部控制制度的内容财务内部控制制度的内容人员招聘与配置的内容项目成本控制的内容消防安全演练内容 交楼标准 选用建筑材料 物管内容 .价格体系: 价目表 付款方式 按揭办理办法 利率表 办理产权证有关程序及费用 入住 流程 快递问题件怎么处理流程河南自建厂房流程下载关于规范招聘需求审批流程制作流程表下载邮件下载流程设计 入住收费明细表 be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. (3) the cracks flush rushed to return after the end of 10min, and the length of time required, not less than 30min Burr hole, collusion with the holes of not less than 2H. On clarification of water are not up to the required hole section, should continue to wash, holes in the sediment thickness shall not exceed the remaining 20cm. (4) when the nearby are filling in holes or are close to filling the hole ends less than 24h, the fractured washing should not be conducted. (5) the filling hole (above) cracks after washing, the hole (above) should be immediately conducted a grout continuous operation, break interval over 24h for some reason, should be fractured again rinse before Grouting. 11.4.3 water pressure test (1) water pressure test should be carried out in the cracks after washing, according to instructions, using "easy water", "single point" and the "five-point" for water pressure test. (2) simple pressure test after the cracks flush flush or a combination of fissures. Pressure Grouting pressure 80%, if this value is greater than 1MPa, 1Mpa; water 20min, 5min read the water flow pressure, taking the final flow values were calculated flow, its results to permeability. Five-point and single-point method for water pressure test is executed in 物业管理收费标准(其他标准，如球场、运动场、学校 等) .合同文本: 预定书(内部认购书) 销售合同标准文本 个人住房抵押合同 个人住房公积金借款合同 个人住房商业性借款合同 保险合同 公证书 2、人员组建 .销售辅导: 发展商销售队伍 A 主管销售副总 B 销售部经理 C 销售主管或销售控制 D 销售代表 E 销售/事务型人员 F 销售/市场人员 G 综合处(回款小组、资料员、法律事务主管) .专业销售公司(全国性)辅导发展商销售工作 A 专职销售经理 be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. (3) the cracks flush rushed to return after the end of 10min, and the length of time required, not less than 30min Burr hole, collusion with the holes of not less than 2H. On clarification of water are not up to the required hole section, should continue to wash, holes in the sediment thickness shall not exceed the remaining 20cm. (4) when the nearby are filling in holes or are close to filling the hole ends less than 24h, the fractured washing should not be conducted. (5) the filling hole (above) cracks after washing, the hole (above) should be immediately conducted a grout continuous operation, break interval over 24h for some reason, should be fractured again rinse before Grouting. 11.4.3 water pressure test (1) water pressure test should be carried out in the cracks after washing, according to instructions, using "easy water", "single point" and the "five-point" for water pressure test. (2) simple pressure test after the cracks flush flush or a combination of fissures. Pressure Grouting pressure 80%, if this value is greater than 1MPa, 1Mpa; water 20min, 5min read the water flow pressure, taking the final flow values were calculated flow, its results to permeability. Five-point and single-point method for water pressure test is executed in B 派员实地参与销售 C 项目经理跟踪项目总体策划、销售，提供支持，理顺 关系 .专业销售公司总部就项目销售管理提供支持 .专业销售公司全国销售网络资源调动使用 .销售代理: 发展商与专业销售公司配合 A 负责营销的副总 B 处理法律事务人员 C 财务人员 .专业销售公司成立项目销售队伍 A 销售经理(总部派出) B 销售代表 C 项目经理(职能上述) .专业销售公司总部销售管理及支持 .专业销售公司全国销售网络资源调动使用 3、制定销售工作进度总表 4、销售控制与销售进度模拟 .销售控制表 .销售收入预算表 5、销售费用预算表 .总费用预算 be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. (3) the cracks flush rushed to return after the end of 10min, and the length of time required, not less than 30min Burr hole, collusion with the holes of not less than 2H. On clarification of water are not up to the required hole section, should continue to wash, holes in the sediment thickness shall not exceed the remaining 20cm. (4) when the nearby are filling in holes or are close to filling the hole ends less than 24h, the fractured washing should not be conducted. (5) the filling hole (above) cracks after washing, the hole (above) should be immediately conducted a grout continuous operation, break interval over 24h for some reason, should be fractured again rinse before Grouting. 11.4.3 water pressure test (1) water pressure test should be carried out in the cracks after washing, according to instructions, using "easy water", "single point" and the "five-point" for water pressure test. (2) simple pressure test after the cracks flush flush or a combination of fissures. Pressure Grouting pressure 80%, if this value is greater than 1MPa, 1Mpa; water 20min, 5min read the water flow pressure, taking the final flow values were calculated flow, its results to permeability. Five-point and single-point method for water pressure test is executed in .分项开支: 销售人员招聘费用 销售人员工资 销售提成/销售辅导顾问费 销售人员服装费 销售中心运营办公费用 销售人员差旅费用 销售人员业务费用 临时雇用销售人员工作费用 .边际费用: 销售优惠打折 销售公关费用 6、财务策略 .信贷: 选择适当银行 控制贷款规模、周期 合理选择质押资产 银企关系塑造 信贷与按揭互动操作 .付款方式: 多种付款选择 优惠幅度及折头比例科学化 be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. (3) the cracks flush rushed to return after the end of 10min, and the length of time required, not less than 30min Burr hole, collusion with the holes of not less than 2H. On clarification of water are not up to the required hole section, should continue to wash, holes in the sediment thickness shall not exceed the remaining 20cm. (4) when the nearby are filling in holes or are close to filling the hole ends less than 24h, the fractured washing should not be conducted. (5) the filling hole (above) cracks after washing, the hole (above) should be immediately conducted a grout continuous operation, break interval over 24h for some reason, should be fractured again rinse before Grouting. 11.4.3 water pressure test (1) water pressure test should be carried out in the cracks after washing, according to instructions, using "easy water", "single point" and the "five-point" for water pressure test. (2) simple pressure test after the cracks flush flush or a combination of fissures. Pressure Grouting pressure 80%, if this value is greater than 1MPa, 1Mpa; water 20min, 5min read the water flow pressure, taking the final flow values were calculated flow, its results to permeability. Five-point and single-point method for water pressure test is executed in 付款方式优缺点分析 付款方式引导 付款方式变通 .按揭: 明晰项目按揭资料 尽可能扩大年限至30年 按揭比例 首期款比例科学化及相关策略 按揭银行选择艺术 保险公司及条约 公证处及条约 按揭各项费用控制 .合伙股东: 实收资本注入 关联公司操作 股东分配 换股操作 资本运营 7、商业合作关系 .双方关系: 发展商与策划商 发展商与设计院 be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. (3) the cracks flush rushed to return after the end of 10min, and the length of time required, not less than 30min Burr hole, collusion with the holes of not less than 2H. On clarification of water are not up to the required hole section, should continue to wash, holes in the sediment thickness shall not exceed the remaining 20cm. (4) when the nearby are filling in holes or are close to filling the hole ends less than 24h, the fractured washing should not be conducted. (5) the filling hole (above) cracks after washing, the hole (above) should be immediately conducted a grout continuous operation, break interval over 24h for some reason, should be fractured again rinse before Grouting. 11.4.3 water pressure test (1) water pressure test should be carried out in the cracks after washing, according to instructions, using "easy water", "single point" and the "five-point" for water pressure test. (2) simple pressure test after the cracks flush flush or a combination of fissures. Pressure Grouting pressure 80%, if this value is greater than 1MPa, 1Mpa; water 20min, 5min read the water flow pressure, taking the final flow values were calculated flow, its results to permeability. Five-point and single-point method for water pressure test is executed in 发展商与承建商 发展商与承销商 发展商与广告商 发展商与物业管理商 发展商与银行(融资单位) .三方关系: 发展商、策划商、设计院 发展商、策划商、承销商 发展商、策划商、广告商 发展商、策划商、物业管理商 发展商、策划商、银行(融资单位) .多方关系: 发展商、策划商、其他合作方 8、工作协调配合 .甲方主要负责人: 与策划代理商确定合作事宜，签署合同 完善能有效工作的组织架构和人员配备 分权销售部门，并明确其责任 全员营销的发动和组织 .直接合作人:合同洽谈 销售策划工作对接 销售策划工作成果分块落实、跟踪 be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. (3) the cracks flush rushed to return after the end of 10min, and the length of time required, not less than 30min Burr hole, collusion with the holes of not less than 2H. On clarification of water are not up to the required hole section, should continue to wash, holes in the sediment thickness shall not exceed the remaining 20cm. (4) when the nearby are filling in holes or are close to filling the hole ends less than 24h, the fractured washing should not be conducted. (5) the filling hole (above) cracks after washing, the hole (above) should be immediately conducted a grout continuous operation, break interval over 24h for some reason, should be fractured again rinse before Grouting. 11.4.3 water pressure test (1) water pressure test should be carried out in the cracks after washing, according to instructions, using "easy water", "single point" and the "five-point" for water pressure test. (2) simple pressure test after the cracks flush flush or a combination of fissures. Pressure Grouting pressure 80%, if this value is greater than 1MPa, 1Mpa; water 20min, 5min read the water flow pressure, taking the final flow values were calculated flow, its results to permeability. Five-point and single-point method for water pressure test is executed in 信息反馈 催办销售策划代理费划拨 工作效果总结 .财务部: 了解项目销售工作进展 参与重大营销活动 销售管理工作，配合催收房款 配合销售部核算价格，参与制定价格策略 及时办理划拨销售策划代理费 .工程部: 工程进度与销售进度的匹配 严把工程质量 文明施工。控制现场形象 销售活动的现场配合 .物业管理公司: 工程验收与工地形象维护 人员形象 销售文件配合 销售卖场的管理 整体操练 保安员与售楼员的工作衔接、默契配 be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. (3) the cracks flush rushed to return after the end of 10min, and the length of time required, not less than 30min Burr hole, collusion with the holes of not less than 2H. On clarification of water are not up to the required hole section, should continue to wash, holes in the sediment thickness shall not exceed the remaining 20cm. (4) when the nearby are filling in holes or are close to filling the hole ends less than 24h, the fractured washing should not be conducted. (5) the filling hole (above) cracks after washing, the hole (above) should be immediately conducted a grout continuous operation, break interval over 24h for some reason, should be fractured again rinse before Grouting. 11.4.3 water pressure test (1) water pressure test should be carried out in the cracks after washing, according to instructions, using "easy water", "single point" and the "five-point" for water pressure test. (2) simple pressure test after the cracks flush flush or a combination of fissures. Pressure Grouting pressure 80%, if this value is greater than 1MPa, 1Mpa; water 20min, 5min read the water flow pressure, taking the final flow values were calculated flow, its results to permeability. Five-point and single-point method for water pressure test is executed in