CN113095922A - Engineering quota pricing method and system - Google Patents
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Abstract
The invention relates to the technical field of engineering cost, in particular to an engineering quota pricing method and system, wherein the engineering quota pricing method comprises the following steps: acquiring an engineering group price instruction, and acquiring position information of a site to be surveyed from the engineering group price instruction; after a site survey instruction is triggered according to the position information of the site to be surveyed, site survey result data corresponding to the site survey instruction are obtained; acquiring project type data from the site investigation result, acquiring historical construction scheme data according to the project type data, generating a first construction scheme according to the historical scheme data, and calculating first quota data according to the first construction scheme; and acquiring the condition data of a constructor, adjusting the first construction scheme according to the condition data of the constructor to obtain a second construction scheme, and calculating second quota data according to the second construction scheme. The method and the device have the effect of improving the accuracy between the quota pricing and the actual engineering.
Description
Technical Field
The invention relates to the technical field of engineering cost, in particular to a method and a system for pricing an engineering quota.
Background
At present, the project quota refers to the quantity standard of consumed resources (labor, materials, mechanical shift, etc.) necessary for completing qualified building products (engineering entities or labor services) of a certain measurement unit under the conditions of reasonable labor organization and reasonable use of materials and machinery.
In the existing project quota, a bidder usually surveys a construction site, and after knowing the condition of the construction site, a construction scheme is formulated according to the requirement of a bidding document provided by the bidder, and a construction cost scheme is formulated according to the construction scheme.
With respect to the related art in the above, the inventors consider that there is a defect that the accuracy of the existing engineering quota pricing is not high.
Disclosure of Invention
In order to improve the accuracy between the quota pricing and the actual engineering, the application provides an engineering quota pricing method and system.
The above object of the present invention is achieved by the following technical solutions:
an engineering quota pricing method, the engineering quota pricing method comprising:
acquiring an engineering group price instruction, and acquiring position information of a site to be surveyed from the engineering group price instruction;
after a site survey instruction is triggered according to the position information of the site to be surveyed, site survey result data corresponding to the site survey instruction are obtained;
acquiring project type data from the site investigation result, acquiring historical construction scheme data according to the project type data, generating a first construction scheme according to the historical scheme data, and calculating first quota data according to the first construction scheme;
and acquiring the condition data of a constructor, adjusting the first construction scheme according to the condition data of the constructor to obtain a second construction scheme, and calculating second quota data according to the second construction scheme.
Through adopting above-mentioned technical scheme, through when obtaining engineering price command, acquire the place position information of treating reconnaissance, can make the reconnaissance personnel can go to appointed position and carry out the reconnaissance to the job site, and after obtaining the place reconnaissance result, can combine the file of predetermined tender, obtain this engineering type data, and according to historical construction scheme data, thereby can acquire preliminary first quota data, and simultaneously, after obtaining constructor condition data, can combine the administrative level of constructor and the equipment condition who holds, in time adjust first construction scheme data and first quota data, make the second quota data that obtain accord with the actual conditions of constructor, thereby the degree of accuracy of engineering quota has been promoted.
The present application may be further configured in a preferred example to: generating a first construction scheme according to the historical scheme data, and calculating first quota data according to the first construction scheme, wherein the method specifically comprises the following steps:
obtaining a historical construction model from the first construction scheme;
adjusting the historical construction model according to the site survey result data to form a simulation construction model;
and calculating the simulation construction amount according to the simulation construction model, and calculating the first quota data according to the simulation construction amount and the historical construction model.
Through adopting above-mentioned technical scheme, construct the model through acquireing historical construction, can simulate the construction fast to obtain simulation construction model, through the simulation construction, can promote the efficiency of formulating first construction scheme, also can promote the correlation of first quota data and job site's actual conditions.
The present application may be further configured in a preferred example to: the acquiring and obtaining data of the condition of the construction party specifically comprises:
and acquiring a data type of the condition of a constructor, wherein the data type of the condition of the constructor comprises labor cost, equipment types and the quantity of equipment corresponding to each equipment type.
And acquiring the data of the condition of the constructor according to the type of the data of the condition of the constructor.
By adopting the technical scheme, the data types of various construction side conditions are obtained, so that the corresponding construction condition data can be accurately obtained, and the second quota data obtained by adjustment is more accurate.
The present application may be further configured in a preferred example to: adjusting the first construction scheme according to the constructor condition data to obtain a second construction scheme, which specifically comprises:
acquiring historical construction party condition data from each historical construction scheme data;
comparing the historical construction party condition data with the construction party condition data, calculating engineering quantity difference data according to a comparison result, and adjusting the first construction scheme according to the engineering quantity difference data to obtain second construction scheme data.
By adopting the technical scheme, the difference of the quota between the first construction scheme and the second construction scheme can be obtained by calculating the difference data of the engineering quantity, and the calculation is carried out according to the difference, so that the method can help a worker to better analyze the reason causing the difference and also help a constructor to timely adjust the actual condition of the constructor.
The present application may be further configured in a preferred example to: comparing the historical constructor condition data with the constructor condition data, and calculating the engineering quantity difference data according to the comparison result, which specifically comprises the following steps:
triggering a simulation construction instruction in the simulation construction model according to each engineering construction type and the corresponding construction party condition data to obtain actual engineering quantity data;
and adjusting the first construction scheme according to the actual engineering quantity data and the simulated construction quantity.
By adopting the technical scheme, the data of the corresponding construction amount can be calculated in the construction according to the actual condition of a construction party in a construction simulation mode, so that the first construction scheme can be better adjusted.
The second objective of the present invention is achieved by the following technical solutions:
an engineering quota pricing system, the engineering quota pricing system comprising:
the command triggering module is used for acquiring a project group price command and acquiring position information of a site to be surveyed from the project group price command;
the site investigation module is used for acquiring site investigation result data corresponding to the site investigation instruction after triggering the site investigation instruction according to the site position information to be investigated;
the first rating module is used for acquiring project type data from the site investigation result, acquiring historical construction scheme data according to the project type data, generating a first construction scheme according to the historical scheme data, and calculating first rating data according to the first construction scheme;
and the second quota module is used for acquiring the condition data of a construction party, adjusting the first construction scheme according to the condition data of the construction party to obtain a second construction scheme, and calculating second quota data according to the second construction scheme.
Through adopting above-mentioned technical scheme, through when obtaining engineering price command, acquire the place position information of treating reconnaissance, can make the reconnaissance personnel can go to appointed position and carry out the reconnaissance to the job site, and after obtaining the place reconnaissance result, can combine the file of predetermined tender, obtain this engineering type data, and according to historical construction scheme data, thereby can acquire preliminary first quota data, and simultaneously, after obtaining constructor condition data, can combine the administrative level of constructor and the equipment condition who holds, in time adjust first construction scheme data and first quota data, make the second quota data that obtain accord with the actual conditions of constructor, thereby the degree of accuracy of engineering quota has been promoted.
The third purpose of the present application is achieved by the following technical solutions:
a computer device comprising a memory, a processor and a computer program stored in said memory and executable on said processor, said processor implementing the steps of the above-mentioned engineering quota pricing method when executing said computer program.
The fourth purpose of the present application is achieved by the following technical solutions:
a computer-readable storage medium, in which a computer program is stored which, when being executed by a processor, carries out the steps of the above-mentioned project quota pricing method.
In summary, the present application includes at least one of the following beneficial technical effects:
1. when an engineering group price instruction is obtained, the position information of a site to be surveyed is obtained, so that a surveying person can go to a specified position to survey a construction site, after a site surveying result is obtained, the engineering type data can be obtained by combining a preset bidding document, and according to historical construction scheme data, preliminary first quota data can be obtained, and meanwhile, after the condition data of a construction party is obtained, the first construction scheme data and the first quota data can be timely adjusted by combining the management level of the construction party and the condition of equipment held by the construction party, so that the obtained second quota data is in accordance with the actual condition of the construction party, and the accuracy of engineering quota is improved;
2. through obtaining the historical construction model, the simulation construction can be rapidly carried out, so that a simulation construction model is obtained, through the simulation construction, the efficiency of making a first construction scheme can be improved, and the correlation between the first quota data and the actual situation of a construction site can also be improved;
3. through the construction simulation mode, the data of the corresponding construction amount can be calculated when the construction is carried out according to the actual condition of a construction party, so that the first construction scheme can be better adjusted.
Drawings
FIG. 1 is a flow chart of a method of pricing engineering quotations in an embodiment of the present application;
FIG. 2 is a flowchart illustrating an implementation of step S30 in the engineering quota pricing method according to an embodiment of the present application;
FIG. 3 is a flowchart illustrating an implementation of step S40 in the engineering quota pricing method according to an embodiment of the present application;
FIG. 4 is a flowchart illustrating another implementation of step S40 in the engineering quota pricing method according to an embodiment of the present application;
FIG. 5 is a flowchart illustrating an implementation of step S44 in the engineering quota pricing method according to an embodiment of the present application;
FIG. 6 is a functional block diagram of an engineering quota pricing system in an embodiment of the present application;
fig. 7 is a schematic diagram of an apparatus in an embodiment of the present application.
Detailed Description
The present application is described in further detail below with reference to the attached drawings.
In one embodiment, as shown in fig. 1, the present application discloses a method for pricing an engineering quota, which specifically includes the following steps:
s10: and acquiring an engineering group price instruction, and acquiring the position information of the site to be surveyed from the engineering group price instruction.
In the present embodiment, the project pricing instruction refers to a message for starting to evaluate the cost of the project for the building construction. The position information of the site to be surveyed refers to the position of a construction site needing to be surveyed on the spot.
Specifically, before a building construction project starts, a bidder initiates bidding information, each constructor carries out a bidding task, when the constructor carries out bidding, particularly when a project quota group price is set, the project group price instruction is triggered according to a specific construction position, and after the project group price instruction is obtained, position information of a site to be surveyed is obtained from the project group price instruction.
S20: and after the site investigation instruction is triggered according to the site position information to be investigated, site investigation result data corresponding to the site investigation instruction is acquired.
In the present embodiment, the site survey instruction refers to a message for assigning a survey crew to a construction site for a survey. The site investigation result data is the result of surveying the construction site recorded.
Specifically, according to the acquired position information of the site to be surveyed, the site survey instruction is triggered, so that the worker acquiring the site survey instruction can acquire the position of the construction site to be surveyed.
Further, after the staff who carries out the investigation completes the investigation task, upload and send the data that the investigation obtained, thus obtain the result data of investigation of this place.
S30: the method comprises the steps of obtaining project type data from a site investigation result, obtaining historical construction scheme data according to the project type data, generating a first construction scheme according to the historical scheme data, and calculating first quota data according to the first construction scheme.
In the present embodiment, the project type data is a type of a process requiring construction. The historical construction plan data refers to a construction method of a construction project completed within a past period of time.
Specifically, after surveying the construction site, the corresponding engineering type data is obtained according to the site survey result, wherein the engineering type data is obtained by the construction party according to the condition of the construction site in the site survey result and in combination with the project requirement issued by the bidding party, and after the construction procedure is obtained, each construction procedure is used as the engineering type data.
Furthermore, each project type data is used as a matching key character string from a database in which the historical construction scheme is stored, the corresponding historical construction scheme data is matched and inquired in the database, the matched historical construction scheme data is combined into first construction scheme data according to the construction procedures in the project type data, and then the first quota data is calculated according to the construction amount in the first construction scheme data, such as the number of personnel, labor cost and the condition of used equipment.
S40: and acquiring the condition data of the construction party, adjusting the first construction scheme according to the condition data of the construction party to obtain a second construction scheme, and calculating second quota data according to the second construction scheme.
In the present embodiment, the construction party situation data refers to the situation of the bidder himself/herself who specifically executes or is a bid involved in construction. The second construction plan data refers to a construction plan associated with the constructor situation. The second quota data is data of quota group price corresponding to the second construction scheme.
Specifically, the method includes the steps of obtaining data of the construction party situation, such as enterprise management modes, the number of persons, the types of owned equipment, the number and the price corresponding to the equipment of each type, and the like, from a database recorded with the current actual situation of the construction party, comparing the data of the construction party situation with data of corresponding historical situations in the historical construction plan data, adjusting the first construction plan data according to the comparison difference, for example, in a certain construction process, if the scale and the labor cost of the persons in the data of the historical situations are different from those of the current construction party situation data, adjusting the first construction plan data according to the difference, so that the second construction plan data is obtained, and calculating second quota data.
In this embodiment, through when obtaining engineering price group instruction, acquire the place position information of waiting to investigate, can make the reconnaissance personnel can go to appointed position and carry out the reconnaissance to the job site, and after obtaining the place reconnaissance result, can combine the file of predetermined tender, obtain this engineering type data, and according to historical construction scheme data, thereby can acquire preliminary first quota data, and simultaneously, after obtaining constructor condition data, can combine the administrative level of constructor and the equipment condition who holds, in time adjust first construction scheme data and first quota data, make the second quota data that obtain accord with constructor's actual conditions, thereby the degree of accuracy of engineering quota has been promoted.
In an embodiment, as shown in fig. 2, in step S30, generating a first construction plan according to the historical plan data, and calculating a first quota data according to the first construction plan specifically includes:
s31: and acquiring a historical construction model from the first construction scheme.
In the present embodiment, the historical construction model refers to a model constructed from structures used in the historical construction plan.
Specifically, in the first construction plan data, the structural body used in the corresponding historical construction plan data is acquired, and the corresponding three-dimensional model is constructed according to the structural body, so that the historical construction model is obtained.
S32: and adjusting the historical construction model according to the site survey result data to form a simulated construction model.
In the present embodiment, the simulation construction model refers to a model of a building obtained by constructing a project of the building construction.
Specifically, the historical construction model is adjusted, for example, the number or the size of the historical construction model is adjusted according to the survey result data, namely, according to the actual situation of the construction site and the construction requirement issued by a bidder, so that the historical construction model is spliced at a time according to the adjustment result and the sequence of the construction processes, and the model of the simulated construction is obtained.
S33: and calculating the simulated construction amount according to the simulated construction model, and calculating first quota data according to the simulated construction amount and the historical construction model.
In this embodiment, the simulated construction amount refers to a construction amount required by the first construction plan obtained after the simulated construction is performed on the task of the building construction.
Specifically, in the simulation construction model, the type, size and installation position of the required construction model are acquired, the construction amount required for each process in the construction process, that is, the condition of manpower and equipment required for completing the construction of the structure included in the process is calculated, the simulation construction amount is calculated, and the first quota data is calculated by the simulation construction amount according to the amount of the cost of the current material.
In an embodiment, as shown in fig. 3, in step S40, the acquiring data of the construction party includes:
s41: and acquiring a data type of the condition of the construction party, wherein the data type of the condition of the construction party comprises labor cost, equipment types and the number of equipment corresponding to each equipment type.
In the present embodiment, the type of the data of the construction side situation refers to the kind of the actual situation of the construction side that needs to be acquired.
Specifically, the data latitude required to obtain the actual situation of the construction party is preset as the data type of the situation of the construction party.
S42: and acquiring the data of the construction side according to the data type of the construction side.
Specifically, the corresponding constructor situation data is acquired from a database in which the personnel situation, the leased equipment list, and other contents of the constructor enterprise are stored, using the constructor situation data type.
In an embodiment, as shown in fig. 4, in step S40, the adjusting the first construction plan according to the data of the construction side situation to obtain the second construction plan specifically includes:
s43: and acquiring historical construction party condition data from each historical construction scheme data.
In this embodiment, the historical data of the construction side refers to the data of the corresponding construction side when the historical data of the construction plan is real-time.
Specifically, historical constructor condition data of a corresponding constructor is acquired from each historical construction plan data.
S44: comparing the historical construction side condition data with the construction side condition data, calculating the engineering quantity difference data according to the comparison result, and adjusting the first construction scheme according to the engineering quantity difference data to obtain second construction scheme data.
Specifically, after the historical data of the construction party is obtained, the historical data of the construction party corresponding to each project type data and the corresponding data of the construction party are compared in a difference mode, including but not limited to comparison of differences of labor cost, equipment types and corresponding equipment quantity, and the first construction scheme is adjusted according to comparison results, such as difference of labor cost, difference of equipment quantity and the like, so that the second construction scheme data is obtained.
In an embodiment, as shown in fig. 5, in step S44, comparing the historical data of the construction side with the data of the construction side, and calculating the difference data of the engineering quantity according to the comparison result, specifically includes:
s441: and triggering a simulation construction instruction in the simulation construction model according to each engineering construction type and the corresponding construction party condition data to obtain actual engineering quantity data.
Specifically, actual engineering quantity data is calculated according to the data of the construction side condition of each engineering construction type and in a mode of calculating the simulated engineering quantity.
S442: and adjusting the first construction scheme according to the actual engineering quantity data and the simulated construction quantity.
Specifically, in the first construction plan, specifically, conditions such as a construction method, personnel configuration, material purchasing, and use of equipment are adjusted according to actual engineering quantity data and a simulated construction quantity.
It should be understood that, the sequence numbers of the steps in the foregoing embodiments do not imply an execution sequence, and the execution sequence of each process should be determined by its function and inherent logic, and should not constitute any limitation to the implementation process of the embodiments of the present application.
In one embodiment, an engineering quota pricing system is provided, which corresponds to the engineering quota pricing method in the above embodiments one to one. As shown in FIG. 6, the project quota pricing system includes an instruction triggering module, a site survey module, a first quota module, and a second quota module. The functional modules are explained in detail as follows:
the command triggering module is used for acquiring an engineering group price command and acquiring position information of a site to be surveyed from the engineering group price command;
the site investigation module is used for acquiring site investigation result data corresponding to the site investigation instruction after the site investigation instruction is triggered according to the site position information to be investigated;
the first rating module is used for acquiring project type data from a site investigation result, acquiring historical construction scheme data according to the project type data, generating a first construction scheme according to the historical scheme data, and calculating first rating data according to the first construction scheme;
and the second quota module is used for acquiring the condition data of the construction party, adjusting the first construction scheme according to the condition data of the construction party to obtain a second construction scheme, and calculating second quota data according to the second construction scheme.
Optionally, the first quota module comprises:
the model obtaining submodule is used for obtaining a historical construction model from the first construction scheme;
the model adjusting submodule is used for adjusting the historical construction model according to the site survey result data to form a simulation construction model;
and the quota data calculation submodule is used for calculating the simulation construction amount according to the simulation construction model and calculating first quota data according to the simulation construction amount and the historical construction model.
Optionally, the second rating module includes:
and the type data acquisition submodule is used for acquiring the data types of the construction side conditions, wherein the data types of the construction side conditions comprise labor cost, equipment types and the equipment quantity corresponding to each equipment type.
And the data matching submodule is used for acquiring the data of the construction party condition according to the data type of the construction party condition.
Optionally, the second rating module includes:
the historical condition acquisition submodule is used for acquiring historical constructor condition data from each piece of historical construction scheme data;
and the comparison and adjustment submodule is used for comparing the historical construction party condition data with the construction party condition data, calculating the engineering quantity difference data according to the comparison result, and adjusting the first construction scheme according to the engineering quantity difference data to obtain second construction scheme data.
Optionally, the alignment adjustment submodule includes:
the engineering quantity calculation unit is used for triggering a simulation construction instruction in the simulation construction model according to each engineering construction type and the corresponding construction party condition data to obtain actual engineering quantity data;
and the scheme adjusting unit is used for adjusting the first construction scheme according to the actual engineering quantity data and the simulated construction quantity.
For the specific definition of the engineering quota pricing system, reference may be made to the above definition of the engineering quota pricing method, which is not described herein in detail. The various modules in the above-described engineering quota pricing system may be implemented in whole or in part by software, hardware, and combinations thereof. The modules can be embedded in a hardware form or independent from a processor in the computer device, and can also be stored in a memory in the computer device in a software form, so that the processor can call and execute operations corresponding to the modules.
In one embodiment, a computer device is provided, which may be a server, the internal structure of which may be as shown in fig. 7. The computer device includes a processor, a memory, a network interface, and a database connected by a system bus. Wherein the processor of the computer device is configured to provide computing and control capabilities. The memory of the computer device comprises a nonvolatile storage medium and an internal memory. The non-volatile storage medium stores an operating system, a computer program, and a database. The internal memory provides an environment for the operation of an operating system and computer programs in the non-volatile storage medium. The database of the computer device is used for storing historical construction data. The network interface of the computer device is used for communicating with an external terminal through a network connection. The computer program is executed by a processor to implement a method of project rating pricing.
In one embodiment, a computer device is provided, comprising a memory, a processor, and a computer program stored on the memory and executable on the processor, the processor implementing the following steps when executing the computer program:
acquiring an engineering group price instruction, and acquiring position information of a site to be surveyed from the engineering group price instruction;
after a site investigation instruction is triggered according to the position information of the site to be investigated, site investigation result data corresponding to the site investigation instruction is obtained;
acquiring project type data from a site investigation result, acquiring historical construction scheme data according to the project type data, generating a first construction scheme according to the historical scheme data, and calculating first quota data according to the first construction scheme;
and acquiring the condition data of the construction party, adjusting the first construction scheme according to the condition data of the construction party to obtain a second construction scheme, and calculating second quota data according to the second construction scheme.
In one embodiment, a computer-readable storage medium is provided, having a computer program stored thereon, which when executed by a processor, performs the steps of:
acquiring an engineering group price instruction, and acquiring position information of a site to be surveyed from the engineering group price instruction;
after a site investigation instruction is triggered according to the position information of the site to be investigated, site investigation result data corresponding to the site investigation instruction is obtained;
acquiring project type data from a site investigation result, acquiring historical construction scheme data according to the project type data, generating a first construction scheme according to the historical scheme data, and calculating first quota data according to the first construction scheme;
and acquiring the condition data of the construction party, adjusting the first construction scheme according to the condition data of the construction party to obtain a second construction scheme, and calculating second quota data according to the second construction scheme.
It will be understood by those skilled in the art that all or part of the processes of the methods of the embodiments described above can be implemented by hardware instructions of a computer program, which can be stored in a non-volatile computer-readable storage medium, and when executed, can include the processes of the embodiments of the methods described above. Any reference to memory, storage, database, or other medium used in the embodiments provided herein may include non-volatile and/or volatile memory, among others. Non-volatile memory can include read-only memory (ROM), Programmable ROM (PROM), Electrically Programmable ROM (EPROM), Electrically Erasable Programmable ROM (EEPROM), or flash memory. Volatile memory can include Random Access Memory (RAM) or external cache memory. By way of illustration and not limitation, RAM is available in a variety of forms such as Static RAM (SRAM), Dynamic RAM (DRAM), Synchronous DRAM (SDRAM), Double Data Rate SDRAM (DDRSDRAM), Enhanced SDRAM (ESDRAM), Synchronous Link DRAM (SLDRAM), Rambus Direct RAM (RDRAM), direct bus dynamic RAM (DRDRAM), and memory bus dynamic RAM (RDRAM).
It will be apparent to those skilled in the art that, for convenience and brevity of description, only the above-mentioned division of the functional units and modules is illustrated, and in practical applications, the above-mentioned function distribution may be performed by different functional units and modules according to needs, that is, the internal structure of the system is divided into different functional units or modules to perform all or part of the above-mentioned functions.
The above-mentioned embodiments are only used for illustrating the technical solutions of the present application, and not for limiting the same; although the present application has been described in detail with reference to the foregoing embodiments, it should be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; such modifications and substitutions do not substantially depart from the spirit and scope of the embodiments of the present application and are intended to be included within the scope of the present application.
Claims (10)
1. An engineering quota pricing method, characterized in that the engineering quota pricing method comprises:
acquiring an engineering group price instruction, and acquiring position information of a site to be surveyed from the engineering group price instruction;
after a site survey instruction is triggered according to the position information of the site to be surveyed, site survey result data corresponding to the site survey instruction are obtained;
acquiring project type data from the site investigation result, acquiring historical construction scheme data according to the project type data, generating a first construction scheme according to the historical scheme data, and calculating first quota data according to the first construction scheme;
and acquiring the condition data of a constructor, adjusting the first construction scheme according to the condition data of the constructor to obtain a second construction scheme, and calculating second quota data according to the second construction scheme.
2. The project quota pricing method according to claim 1, wherein the generating a first construction plan according to the historical plan data and calculating a first quota data according to the first construction plan specifically comprises:
obtaining a historical construction model from the first construction scheme;
adjusting the historical construction model according to the site survey result data to form a simulation construction model;
and calculating the simulation construction amount according to the simulation construction model, and calculating the first quota data according to the simulation construction amount and the historical construction model.
3. The engineering quota pricing method according to claim 1, wherein the obtaining of constructor condition data specifically comprises:
acquiring a data type of constructor conditions, wherein the data type of constructor conditions comprises labor cost, equipment types and the number of equipment corresponding to each equipment type;
and acquiring the data of the condition of the constructor according to the type of the data of the condition of the constructor.
4. The project quota pricing method of claim 1, wherein the adjusting the first construction plan according to the constructor situation data to obtain a second construction plan specifically comprises:
acquiring historical construction party condition data from each historical construction scheme data;
comparing the historical construction party condition data with the construction party condition data, calculating engineering quantity difference data according to a comparison result, and adjusting the first construction scheme according to the engineering quantity difference data to obtain second construction scheme data.
5. The project quota pricing method according to claim 4, wherein the comparing the historical constructor situation data with the constructor situation data and calculating project amount difference data according to the comparison result specifically comprises:
triggering a simulation construction instruction in the simulation construction model according to each engineering construction type and the corresponding construction party condition data to obtain actual engineering quantity data;
and adjusting the first construction scheme according to the actual engineering quantity data and the simulated construction quantity.
6. An engineering quota pricing system, the engineering quota pricing system comprising:
the command triggering module is used for acquiring a project group price command and acquiring position information of a site to be surveyed from the project group price command;
the site investigation module is used for acquiring site investigation result data corresponding to the site investigation instruction after triggering the site investigation instruction according to the site position information to be investigated;
the first rating module is used for acquiring project type data from the site investigation result, acquiring historical construction scheme data according to the project type data, generating a first construction scheme according to the historical scheme data, and calculating first rating data according to the first construction scheme;
and the second quota module is used for acquiring the condition data of a construction party, adjusting the first construction scheme according to the condition data of the construction party to obtain a second construction scheme, and calculating second quota data according to the second construction scheme.
7. The engineering quota pricing system of claim 6, wherein the first quota module comprises:
the model obtaining submodule is used for obtaining a historical construction model from the first construction scheme;
the model adjusting submodule is used for adjusting the historical construction building model according to the site survey result data to form a simulation construction model;
and the quota data calculation submodule is used for calculating the simulation construction amount according to the simulation construction model and calculating the first quota data according to the simulation construction amount and the historical construction model.
8. The engineering quota pricing system of claim 6, wherein the second quota module comprises:
the type data acquisition submodule is used for acquiring the data types of the construction party conditions, wherein the data types of the construction party conditions comprise labor cost, equipment types and the equipment quantity corresponding to each equipment type;
and the data matching submodule is used for acquiring the constructor condition data according to the constructor condition data type.
9. The engineering quota pricing system of claim 6, wherein the second quota module comprises:
the historical condition acquisition submodule is used for acquiring historical constructor condition data from each piece of historical construction scheme data;
and the comparison and adjustment submodule is used for comparing the historical constructor condition data with the constructor condition data, calculating engineering quantity difference data according to a comparison result, and adjusting the first construction scheme according to the engineering quantity difference data to obtain the second construction scheme data.
10. The project quota pricing system of claim 9, wherein the alignment adjustment submodule comprises:
the engineering quantity calculation unit is used for triggering a simulation construction instruction in the simulation construction model according to each engineering construction type and the corresponding construction party condition data to obtain actual engineering quantity data;
and the scheme adjusting unit is used for adjusting the first construction scheme according to the actual engineering quantity data and the simulated construction quantity.
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