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Category: Construction Estimating

Study Guide: Construction Estimating Methods

Key Terms to Know

  1. Estimating method – Approach used by an estimator to perform project analysis, quantity takeoff, and pricing in a consistent and organized manner
  2. Traditional estimating method – Method in which quantities are calculated and entered into ledger sheets for pricing
  3. Digital estimating method – Method in which takeoff and pricing is accomplished using computer spreadsheets and integrated database systems
  4. Plan markup – Color-coding or marking off of items during quantity takeoff process
  5. Ledger sheet – Grid consisting of rows and columns for entering descriptions, locations, quantities, and costs
  6. General conditions – Written agreements describing building components and construction procedures
  7. MasterFormat® – Uniform system of numbers and titles for organizing construction information
  8. Spreadsheet – Computer program using cells in rows and columns to perform calculations
  9. Database transfer – Direct transfer of stored information from database to spreadsheet
  10. Assembly – Collection of items needed to complete a particular unit of work
  11. Digitizer – Digital input device that converts analog data to digital data
  12. Building Information Modeling (BIM) – Methodology using coordinated, consistent formats for digital design, construction, and product information
  13. Job cost analysis – Study of final costs of building a project compared to original estimate
  14. Overhead costs – Expenses not attributable to any one specific operation
  15. Profit – Monetary benefit realized at completion of building process
  16. CAD and BIM compatibility – Ability to directly transfer quantity takeoff information from CAD-generated drawings

Study Tips for Test Success

1. Understand the Estimating Process Flow

  • Starts with drawings and specifications
  • Plan markup for quantity takeoff
  • Calculate quantities
  • Multiply by unit costs
  • Add overhead and profit
  • Determine final price

2. Compare Traditional vs. Digital Methods

Traditional:

  • Manual calculations
  • Ledger sheets
  • Paper plan markup
  • More time-consuming
  • Prone to mathematical errors

Digital:

  • Computerized spreadsheets
  • Database integration
  • Digital plan markup
  • Faster estimates
  • Easier to incorporate changes
  • Better consistency

3. Know the Advantages of Digital Estimating

Memorize the 10+ advantages listed, especially:

  • Speed
  • Accuracy
  • Information sharing
  • Integration capabilities
  • Standardization

4. Understand BIM’s Role

  • 3D digital format
  • Coordination of all trades
  • Clash detection
  • Prefabrication opportunities
  • 4th dimension: quantity takeoff/estimating
  • 5th dimension: scheduling/planning

5. Review Key Components

  • General conditions
  • Specifications
  • MasterFormat® codes
  • Standard assemblies
  • Database management
  • Cross-referencing

6. Practice Questions

Review the Section Review questions at the end of each section. Key questions include:

  • Why are specifications reviewed?
  • What are general conditions?
  • Purpose of plan markup
  • What is a ledger sheet?
  • Advantages of digital methods
  • What is a spreadsheet?
  • Benefits of BIM
  • Why integrate with job cost analysis?

Test-Taking Strategy

Focus on “why” – not just “what” but why certain methods are used

Overview

Read questions carefully – distinguish between traditional and digital methods

Know definitions – many questions will test vocabulary

Understand processes – be able to explain the flow of estimating

Recognize advantages/disadvantages – especially for digital methods

Think practically – consider real-world applications of concepts

Review figures – understand what each figure demonstrates

Estimating methods are systematic approaches used by estimators to perform project analysis, quantity takeoff, and pricing in a consistent and organized manner. This chapter covers both traditional (manual) and digital estimating methods.


SECTION 2.1: ESTIMATING METHODS

Key Concepts

What is an Estimating Method? An estimating method is an approach used to perform project analysis, quantity takeoff, and pricing in a consistent and organized manner. Estimators use various methods for quantity takeoff and pricing of construction projects.

The Estimating Process The estimating process begins with:

  1. Detailed drawings and specifications – reviewed to determine types and amounts of work
  2. Document review – applicable portions of specifications are highlighted, drawings marked for quantity takeoff
  3. Quantity calculations – material quantities calculated and entered into ledger sheets or digital spreadsheets
  4. Cost multiplication – quantities multiplied by appropriate unit costs
  5. Final totaling – overhead, profit, and other costs included to determine final project price

Specifications Review

Role of Specifications:

  • Specifications are reviewed to determine types and amounts of work in a project
  • With paper documents, applicable portions are highlighted
  • Drawings are marked for quantity takeoff
  • Digital methods use on-screen review

General Conditions: Written agreements describing building components and construction procedures included in specifications. They include:

  • Relationships between parties to the construction contract
  • Rights and responsibilities of all parties
  • Bidding requirements, procurement, and contracting information
  • General requirements for every aspect of construction

Items NOT on Drawings: General conditions include items that affect a project but don’t appear on drawings:

  • Weather protection requirements
  • Sustainability goals
  • Modification procedures
  • Bonding and insurance requirements

Estimate-Related Specifications:

  • Materials, equipment, labor, overhead, and profit
  • Material quantities calculated based on material type
  • Equipment: power equipment (earthmoving, hauling, lifting), temporary job-site equipment, communication equipment
  • Labor pricing determined based on labor hours and cost per hour
  • Overhead costs: expenses not attributable to any one specific operation
  • Profit: monetary benefit realized at completion of building process

Owner Requirements for Reporting

Estimators must be attentive to owner requirements for:

  • Reporting and recordkeeping
  • Collecting, documenting, and distributing necessary construction information in proper format
  • May require additional time and resources throughout the job
  • Must account for all portions of general conditions and specifications when calculating overall job costs
  • Architect and owner may include list of standard bid categories
  • Estimator can review listing to organize quantity takeoff and pricing

Project Type Considerations: A decision is made by a contractor to bid on a project if it includes the type of work the contractor can perform. Contractors must determine if a particular project includes any interior finish system installation (example given).


SECTION 2.2: TRADITIONAL ESTIMATING METHODS

Overview

The traditional estimating method is one in which material quantities are calculated and entered onto ledger sheets for pricing. Quantities are multiplied by appropriate unit costs to determine total material costs. Material costs are then added to determine final material cost. Material quantities may also be used as the multiplier when using unit labor costs to calculate total labor costs.

Plan Markup

Definition: Plan markup is the color-coding or marking off of items on actual plan documents during the quantity takeoff process.

Purpose:

  • For most construction projects, it’s difficult to remember sections taken off and quantities determined without a visual reminder
  • Estimator studies and reviews plans
  • Uses several colored markers to indicate each type of material as it’s taken off the plans

Accuracy: An estimator must have printreading skills to mark and take off portions of plans that pertain to the work being bid. For example, an estimator working with plans to determine the number of light standards in a parking lot may mark each light standard with a red “X” or colored number to indicate it has been included in total calculations. Mistaking drains for light standards would lead to an inaccurate bid.

Comprehensiveness: After plans are marked and quantities listed on a ledger sheet, the estimator reviews all specifications and plans a final time to ensure all applicable items have been taken off. The final review should include:

  • Review of entire project, including general conditions
  • Detail drawings
  • Portions of drawings that may not appear to apply to work being bid

This ensures all items have been included in plan markup and quantity takeoff.

Mathematical Requirements: In addition to materials, a variety of general conditions, permitting requirements, and other overhead costs must be included in a comprehensive bid. Estimators should pay special attention to:

  • Scheduling of construction on the job
  • Any other items that may affect the overall bid

Estimating requires proficiency with many types of mathematical calculations. Estimators must:

  • Add quantities and linear totals
  • Multiply quantities by costs per unit and labor costs to determine pricing
  • Calculate costs
  • Calculate areas and volumes to determine square feet, square yards, and various cubic measurements
  • Familiarity with common formulas speeds the process of bid preparation and ensures a high level of accuracy

Ledger Sheets

Definition: A ledger sheet is a grid consisting of rows and columns on a sheet of paper into which item descriptions, locations, code numbers, quantities, and costs are manually entered.

Purpose: As prints and specifications are marked up and quantities determined, the estimator enters these quantities on a ledger sheet. Estimators should use standard categories on ledger sheets to ensure consistency and to present information in a format familiar to others in the construction process.

Key Features from Figure 2-2 (Quantity Sheet): The ledger sheet shown includes columns for:

  • Description (Phase/Section/Item No.)
  • Quantity
  • Unit
  • Total Material Cost
  • Total Labor Cost
  • Total Equipment Cost

This well-designed ledger sheet can be cross-referenced to other portions of the bid and used in other estimating calculations. Skill in mathematical calculations reduces the amount of time required for final tabulation of material quantities.

Categories

Definition: The general conditions section of specifications commonly contains a list of bid categories. Companies that bid on a project must submit their estimates according to a format provided by the architect and owner.

Figure 2-3 shows standardized bid categories that commonly appear in general conditions, providing consistency of bids from all bidding companies. Individual ledger sheets may be developed for each type of work.

Example from Figure 2-3: “ARTICLE 5 – PROPOSALS AND BIDDING PROCEDURE” shows:

  • Standardized bid items listed
  • State Project No. 30-336-00-0015 (B)
  • Turner Student Activity Center
  • Includes various bid sections and details about how proposals should be submitted

Numerical Codes: MasterFormat®

Definition: The MasterFormat® is a uniform system of numbers and titles for organizing information about construction requirements, products, and activities into a standard sequence.

Purpose: Numerical codes are given to each item. For building construction, these codes are commonly based on the numbered divisions of the MasterFormat®, published by the Construction Specifications Institute (CSI).

Structure from Figure 2-4: The MasterFormat® is entered in the left column of a ledger sheet. Internal company codes may be entered in an adjoining column. A description column is created on the ledger sheet indicating material taken off (such as gravel, concrete, or carpet). A takeoff quantity column is included to indicate the numerical quantity and units used (such as square feet or cubic yards). Additional columns include material and labor pricing information and total cost for each item.

Applications: For road, bridge, and highway construction, numerical codes are commonly developed by each state department of transportation. Categories make it easier to locate individual items and make necessary changes when project requirements shift due to addenda, value engineering adjustments, or material and labor price changes.

Standard BID ITEMS shown in Figure 2-5 include examples such as:

  • Pipe Underdrain Wrapped 10-Inch
  • Pipe Underdrain Wrapped 16-Inch
  • Multiple entries for various construction items with specific codes

Cross-References

Purpose: As an estimate is developed, columns from various ledger sheets may be cross-referenced to each other. For example, there may be a certain type and number of steel reinforcing bars required in concrete formation walls, sidewalks, and roof decks.

Benefits: Cross-referencing across various portions of the ledger sheet allows for a total number of reinforcing bars to be calculated and one total price to be listed for all one grade rather than three orders submitted separately, costing additional ordering and shipping fees.


SECTION 2.3: DIGITAL ESTIMATING METHODS

Overview

The digital estimating method is an estimating method in which takeoff and pricing calculation is accomplished using computer spreadsheets and integrated database systems. Digital estimating methods have had a tremendous effect on the estimating process.

Digital estimating methods include:

  • Computerized spreadsheet
  • Estimating programs

Advantages of Digital Estimating

  1. Faster estimates
  2. Ease of incorporating last-minute changes into the bid
  3. Information sharing across a larger estimating team
  4. Assistance in reducing mathematical errors or missed bid items
  5. Standardization throughout a large construction company
  6. Integration with other company departments (accounting, scheduling, job costing operations)
  7. Possible integration with subcontractor and supplier bid information
  8. Flexibility of final bid reporting
  9. Easy import and utilize information from previous bids in new bids
  10. Easy conversion from English to metric measurements (some programs)

Advanced features include:

  • Database interactivity
  • Use of standard assemblies and standardized preset formulas
  • Ability to interface with drawings created on computer-aided drafting (CAD) or building information modeling (BIM) systems
  • Detail drawings scanned into computer
  • Ability to output variety of final reports and forms

Spreadsheets

Definition: A spreadsheet is a computer program that uses cells organized into rows and columns to perform various mathematical calculations when formulas and numbers are entered into them.

Purpose from Figure 2-6: Spreadsheets have streamlined the calculation process by allowing estimators to enter quantities, costs, and standard calculations into individual cells. Estimating programs allow material pricing, labor costs, and quantity takeoff calculations to be determined digitally through the use of a standard item, crew-based, and assembly information that may be entered manually or retrieved from database history files.

Foundation: The foundation of most estimating programs is a computer spreadsheet. Spreadsheets are designed with a standardized column format for entry of:

  • Material quantities and descriptions
  • Labor costs and material prices
  • Other items required by the estimator

Quality: The quality of the final bid is determined by the accuracy of the calculation information entered into spreadsheet cells.

Key Features:

  • Column: vertical organization in spreadsheet
  • Row: horizontal organization
  • Formula: calculations performed automatically
  • Cells: intersection of rows and columns where data is entered

Care must be taken by the estimator to verify that the spreadsheet is performing the proper mathematical calculation for the proper range of cells. Estimators can purchase software or digital templates with preformatted cell calculations that can be copied into an existing spreadsheet.

Standardized Formats

Estimating programs vary from estimator-created spreadsheets to estimating programs that include:

  • Descriptions
  • Material quantities
  • Labor costs
  • Totals

Standard row and column formats are common in all estimating programs. The features available depend on the sophistication of the software.

Database Transfer

Definition: Database transfer is the direct transfer by an estimating program of stored information from a database to a spreadsheet.

Purpose: One of the most time-saving features of sophisticated estimating programs is their ability to correlate quantity takeoff amounts with material and labor unit pricing information to quickly calculate costs.

How it Works: The database for the estimating program stores standard unit costs and formulas for:

  • Material
  • Equipment
  • Labor
  • Other items

Figure 2-7 (Item Pricebook) shows database information stored. When a quantity for an item is entered, material unit costs and labor cost information per unit are automatically transferred from the database to the spreadsheet. The estimator can make final adjustments in the spreadsheet calculations without changing or disturbing the database source information.

Consistency Benefits: One of the biggest advantages of estimating programs is consistency of data within the database. Information concerning labor and material pricing and formulas are stored in the database for reuse. This feature produces consistent costs and formulas for all estimators on a large project or for companies with several estimators when managed properly.

Database Maintenance: Care should be taken by the lead estimator on a project to ensure that the database pricing is both current and applicable to the project being bid. Estimators should make any necessary adjustments to the database pricing for the specific project. Even when using standard information from a database, estimators must be aware that no two projects are exactly alike and modifications to database information may be required to produce an accurate final estimate.

Assemblies

Definition: An assembly is a collection of items needed to complete a particular unit of work.

Purpose: Standard construction assemblies are entered into the database as a standard material, equipment, and labor quantity and cost per standard unit of measure. For example, a common wall assembly includes cost information for:

  • Material
  • Equipment
  • Labor based on the number of linear feet of wall

Figure 2-8 shows: Standard assemblies enable an estimator using an estimating program to calculate several items concurrently. The example shows quantities and costs for:

  • Materials
  • Equipment
  • Labor for structural framing, interior finish, and possibly door and window openings

Digital Plan Markup

Definition: Digital plan markup is becoming more widely used for estimating. Digital plan markup can be performed:

  • With a digitizer on paper prints
  • With an interface for CAD drawings
  • Using digital image formats (such as jpg or pdf)

Digitizer: A digitizer is a digital input device that converts analog data into digital data. A digitizer is used with an estimating program to input drawing coordinates directly into the program, reducing the need to enter quantities and dimensions using the computer keyboard. The estimating program reads coordinates for various points on the prints and determines linear feet, square feet, and other measurements depending on the drawing scale.

CAD Integration (Figure 2-9): For CAD drawings, a quantity takeoff is performed on the computer screen. Care must be taken not to change or manipulate various components of the drawings. Architects often attach specific information codes or tags to individual components of CAD drawings to interface with BIM or estimating programs.

Transfer Process: The CAD drawings are transferred into the estimating software with quantity calculations made during the transfer. Some CAD systems allow drawings that are scanned into the computer to be marked with various colors on the computer screen. As with the traditional estimating method, in some instances, marking the components as they are being entered into the estimating program is required to avoid duplication and ensure all required items are accurately and completely included in the estimate.

Building Information Modeling (BIM)

Definition: Building information modeling (BIM) is a methodology that uses coordinated, consistent formats for digital design, construction, and product information to optimize planning and construction of a project.

Purpose: As design and construction information become increasingly available in digital format, integration of design and construction data becomes more important to the entire construction process. BIM is a methodology that uses coordinated, consistent formats for digital design, construction, and product information to optimize planning and construction of a project.

BIM Model Development: Use of a BIM system creates a design and construction process where owners, architects, engineers, estimators, contractors, subcontractors, and suppliers utilize digital information in a consistent format to identify the best construction practices and costly overruns.

Key Features: The estimator must review the specifications to determine if the owner requires that a specific type of BIM model or software system be included for the project.

A BIM model is developed and presented in a digital three-dimensional (3D) format. All members of the construction team on a BIM project provide their specific individual documents in an intelligent BIM format. The BIM model allows for integration of:

  • Structural
  • Mechanical
  • Electrical
  • All other applicable building systems

The coordination and collaboration of all of the various digital components from architects, engineers, contractors, and subcontractors creates a complete building model. This model is then utilized to produce views of buildings and building systems for review and modification as needed prior to construction. Modifications can be made in instances where construction conflicts are identified and clash detection occurs.

Clash Detection (Figure 2-10 and Tech Fact): For example, when HVAC and electrical systems are added into the BIM model, a clash detection analysis may indicate that both an air duct and an electrical conduit are intended for the same location. The BIM model will indicate this potential clash. Both the HVAC subcontractor and electrical subcontractor can revisit their documents and make the necessary adjustments prior to construction. In many instances, this will reduce job-site conflicts and the need to redesign various construction elements in the field.

TECH FACT: “An accurate and complete BIM model allows a total design review. Design modifications can resolve any identified construction conflicts and detected clashes of systems.”

Prefabrication Benefits: An accurate BIM model will also allow for the prefabrication of larger building components. Where the BIM model indicates all potential clashes have been eliminated, the use of prefabrication can reduce overall labor costs at the project site, thereby requiring the estimator to make the necessary adjustments in transportation and rigging expenses and on-site labor requirements. Coordination of this opportunity to use prefabrication must be done with the appropriate members of the building team during development of the estimate. When opportunities for prefabrication savings are determined during the project, value engineering discussions may be made.

Fourth and Fifth Dimensions: BIM models may also provide fourth and fifth “dimensions,” with the fourth dimension being quantity takeoff and estimating, and the fifth dimension being project scheduling and planning. When construction projects utilizing BIM are designed, intelligent model objects have data attached to them. In some instances, the object data is collected by the BIM software to generate quantity takeoff information and estimates in conjunction with estimating information databases and/or be used to develop a schedule for the project.

Integration with Job Site Management Systems

Purpose: Use of estimating programs allows for the material quantity, labor, equipment, and overhead information to be used by others on the construction project team. Project managers can compare accounting information to the bid information to track job costs throughout a construction project.

Benefits: Other computer programs that assist in construction scheduling can interface with an estimating program to track material quantities and labor use throughout the course of a project. Digital job tracking systems can be used to enter actual labor hours and identify the hours using cost codes. Radio frequency identification (RFID) or bar scanning technology may be utilized to track various materials as they are delivered and invoiced at a job site and to track with estimates throughout the construction process.

CAD and BIM Integration: The compatibility of estimating programs with CAD and BIM programs and scheduling and tracking programs affects the estimating process by enabling the automatic calculation of quantities and costs. Architectural CAD and BIM programs that are compatible with estimating programs enable material quantities and job cost tracking to be calculated from a CAD drawing by the estimating program and entered into the spreadsheet automatically.

Estimating Program Internet Capability

Purpose: Some estimating programs have the ability to link to the Internet and transfer information to the program. Prints can be digitized or scanned into a digital format, or CAD drawings can be uploaded and made available to estimators through the Internet.

Digital Plan Rooms: Autodesk® Revit® is a commonly utilized program for BIM model development and integration. Digital “plan rooms” are provided by a variety of local and national associations and construction information firms. After obtaining a password, members of digital plan rooms can search through specifications and prints on a computer screen. When projects or items are found that can be bid by a company, the specifications and plans can be digitally retrieved for use with the estimating program.

e-Builder™: In some cases, these plans can be marked up on the computer screen to facilitate quantity takeoff. For example, e-Builder™ is an Internet-based communication tool designed to enhance the exchange of information and collaboration among construction project participants. In addition, Autodesk® Buzzsaw® is a project management system that assists in the planning, construction, and operation phases of a building. Buzzsaw helps to ensure that accurate information is always available to everyone involved in the creation and management of a construction project.

Job Cost Analysis

Definition: Job cost analysis is the study of the final costs of building a project as compared to the original estimate.

Purpose: As a construction project proceeds, the owner, architect, and project managers for various contractors need to ensure that the costs of the project are staying within the estimated amounts.

Benefits: Integration of estimating programs with job cost analysis programs can indicate areas where savings or cost overruns may have occurred. This integration allows for quick, timely information availability to assist in decisions concerning the remainder of the project. At the completion of the project, the information obtained concerning the initial estimate and the final job cost can be integrated into company historical cost records to improve the accuracy of that database, which will be utilized for future estimates.

Scheduling and Progress Tracking (Figure 2-11)

Definition: Construction scheduling includes information concerning material delivery times, work start and completion times, and subcontractor start and completion times.

Purpose: Several computer programs are available for the specific purpose of scheduling construction projects and keeping track of various work phases. Integration of estimating programs with scheduling programs allows for ongoing analysis of areas where changes in scheduling or estimated materials and/or labor may be necessary.

Benefits: As with job cost information, this information can be integrated into company historical data for future use. The figure shows how a job scheduling program can interface with an estimating program to create an integrated project management system.

CAD and BIM Compatibility

Definition: CAD and BIM compatibility is the ability of an estimating program to directly transfer quantity takeoff information from CAD-generated drawings or BIM systems.

Benefits: This allows estimating programs to automatically develop quantity takeoffs based on intelligent object codes embedded in the digital plan documents. As labor unit prices and material costs are added to an integrated database, a single program may be used to produce the drawings, as well as develop material and labor quantities and costs.


Study Guides: Estimating Practices

Overview

I made this guide taking notes and using current popular texts, videos and online resources while learning the fundamental principles, processes, and best practices used in construction estimating. Understanding these concepts is essential for creating accurate, comprehensive, and timely estimates. AI helped me structure, spell-check and format the content.

I have also created a narrated audio summary using an AI text-to-speech reader, which will be available for download soon, for $1.


Study Tips for Test Success

1. Understand the Hierarchy of Estimates

  • Memorize the four levels: Order of Magnitude → Conceptual → Design Development → Construction Document
  • Know the % completion requirements for each level
  • Understand when each type is used

2. Know the Four Systematic Approach Principles

  • Accuracy – Precise calculations
  • Comprehensiveness – All work included
  • Consistency – Standard procedures
  • Timeliness – Current documents

3. Master the Variables

Use the acronym “PLMLOSE-BV”:

  • Project Location
  • Labor Availability/Productivity
  • Material Availability/Pricing
  • Scheduling
  • Overhead Expenses
  • Environmental Factors
  • Building Codes
  • Value Engineering

4. Understand Reference Data Types

  • Component costs (windows, doors, etc.)
  • Unit prices (per square foot, linear foot)
  • Equipment rates
  • Labor rates
  • Cost indexes
  • Assembly costs

5. Know the Federal Agencies

  • OSHA – Worker safety
  • EPA – Environmental protection
  • OFCCP – Equal employment opportunity

Construction Estimating Study Guide:

What is an Estimating Practice?

An estimating practice is a systematic method used to integrate all parts of the estimating process in a cohesive, consistent, and reliable manner to ensure an accurate final bid.

Types of Estimates

Interim Estimates

  • Prepared as the design process progresses toward completion
  • Used to determine project feasibility under various financial scenarios and design options
  • Prepared at different stages from concept to design completion

Final Estimates

  • Prepared when all construction documents (detail drawings and specifications) are completed
  • Most accurate type of estimate
  • Used prior to the final bid

Levels of Final Estimates

1. Order of Magnitude Estimates

  • Created when initial concept/design is 5-40% complete
  • Developed with various options and pricing to allow owner to make realistic determinations
  • Can include extremely high levels of sustainable construction practices
  • Options are compared to project budget to determine appropriate design and components
  • Purpose: Balance available financing with desired project functionality

2. Conceptual Estimates (Schematic/Model Estimates)

  • Based on building function or functional area of the building
  • More common for design-build projects
  • Priced based on company historical records of costs per square foot
  • Can be prepared for all types of construction delivery systems
  • Require minimal information (function, size, height, location, construction system)
  • Should be created when design is 5-40% complete
  • Based on incomplete construction documents

3. Design Development Estimates

  • Require completion of majority of construction documents
  • Confirm overall project costs as design nears completion
  • Good construction practices would be the final point to make significant design/function changes
  • Minimum 25% of construction documents should be completed before beginning
  • Best created when 40-50% complete
  • Can be completed after construction has started for certain project portions

4. Construction Document Estimates

  • Prepared when construction documents are more than 90% complete
  • Most accurate cost estimates prepared prior to final bid
  • Require great deal of effort to produce
  • Owners commonly compare costs at this level with bids from contractors/subcontractors
  • Variances in pricing are discussed and reviewed before project is awarded

2. ESTIMATING PROCESS

Three Factors to Consider Before Starting

A. Bid Determination and Strategy

  • Estimating and bidding can be time-consuming and expensive
  • Initial cost incurred even before entering into agreement
  • Type of construction matters (e.g., contractors may specialize in healthcare vs. movie theaters)
  • Company capacity and market conditions are crucial
  • Must balance backlog with projects to estimate and bid on

B. Market Conditions

  • Laws of supply and demand apply
  • Large supply of projects + few contractors = higher profit margins and estimates
  • Many contractors bidding on limited projects = lower profit margins
  • Market conditions affect general contractors, subcontractors, and suppliers

C. Company Capacity

  • Construction companies manage firms by maintaining appropriate backlog
  • Number of labor, equipment, and management staff resources must be balanced
  • Too few projects in backlog → seek additional projects
  • Too many projects → estimating department may seek additional work to maintain company operations

Prebid Meeting

Definition: A bid is an offer from a contractor, subcontractor, or supplier to perform construction work, provide service, or provide materials/supplies at a stated price.

Prebid meeting is a conference where all interested parties review the project and ask questions.

Typical Attendees:

  • Estimator
  • Architect or owner
  • Project manager
  • Engineers
  • Contractors

Purpose:

  • Meet with owners and future occupants
  • Understand entire scope of work
  • Share information necessary to understand enterprise scope
  • Acquire names of plan holders and obtain information about potential bidders
  • Discuss problems with bidding documents

Key Activities:

  • Prebid meetings with owners, estimators, and future occupants
  • General contractor and subcontractor representatives attend
  • Information shared to better understand project
  • In some cases, attendance required to submit bid

Bid Proposal

Components:

  • Prices and costs for completing a construction project
  • Includes pricing, performance criteria, scheduling, and staffing information
  • Must be presented in clear and comprehensible format

The Bid Generated by Estimator:

  • Covers section of specifications
  • Includes all estimated and priced items
  • Subcontractors contacted for bids on portions of work
  • Estimated by estimator for comparison

Quantity Takeoff: Practice of reviewing construction contract documents to determine quantities of materials to be included in a bid.

Process:

  • Bids requested from subcontractors through personal contact, written requests
  • Note work to be performed, project schedule, time when bids are due
  • When preparing estimate, representatives may visit job site to determine working and building conditions
  • Additional costs identified during job-site visit

Take a break and watch a video on construction estimating by Plan&Spec (2024):

https://youtu.be/cLBn8876T5s?si=HngznPlwPo_E7rMB


3. SYSTEMATIC APPROACH (Four Key Principles)

A. Accuracy

  • Includes precise calculations of all labor, materials, and equipment quantities and costs
  • Mathematical and printreading skills are essential
  • Accurate interpretation of print symbols, abbreviations, and dimensions required
  • Accurate totals required as items are counted or calculated from drawings and specifications
  • Estimators commonly markup drawings and specifications to ensure all items are counted and no items are counted twice

B. Comprehensiveness

  • Ensures all portions of proposed work are included in estimate
  • Care must be taken when reviewing specifications and drawings
  • Some items may be indicated in specifications and not on drawings, or indicated on drawings and not in specifications
  • Marking up both drawings and specifications ensures all items are counted and no items are overlooked
  • Complete review of specifications and addenda for all items that may be in the estimate is required
  • Items may be described in several portions of drawings and specifications

C. Consistency

  • Consistent estimating practices include common procedures used by company or individual
  • Allows for quick reference to items in estimate
  • Patterns and habits should be developed for consistent good estimates
  • While procedures used by individuals vary, standard steps or procedures are followed

Common Standard Procedure for Creating Accurate and Consistent Estimate:

  1. Review the specifications
  2. Review the detail drawings
  3. Set up the bidding sheets or database (ledger-based or computer-based)
  4. Perform the quantity takeoff for self-performed work
  5. Determine the price of materials, equipment, and labor for self-performed work
  6. Obtain estimates for subcontracted work
  7. Review the final estimate
  8. Double-check for accuracy

After initial process complete:

  • All items are priced and double-checked
  • Profit, overhead, and taxes are added
  • Job is ready for final review and definitive bid
  • Estimators should track last-minute items that could cause problems on final bid day
  • Anticipate possible actions and solutions

D. Timeliness

  • A timely estimating process requires using most current construction documents (detail drawings and specifications) for bidding process
  • After initial plans released, architect or owner may make changes in form of addenda

Addenda may include:

  • Changes to specifications and detail drawings
  • Estimators must monitor design process and maintain awareness of any addenda up to time of submission of final bid

Important: Lack of knowledge about an addenda can create a situation where bid is developed based on outdated project information. Estimator should contact architect a few days prior to final bid submission to ensure all addenda have been taken into account in preparing the bid.


4. VARIABLES

Full Consideration of Variables Required from Beginning of Estimating Process

Estimators analyze entire project, paying special attention to unusual or highly specialized items. Work on estimating or obtaining subcontractor/supplier bids should begin early to minimize delays.

Key Principle: No two projects or estimates are the same. Conditions change involving weather, job-site conditions, employees, architectural drawings, subcontractors, suppliers, local government agencies, and variety of other items.

Major Variables

A. Project Location

Access to Job Site:

  • Greatly impacts material hauling costs
  • Job-site storage area for delivery of materials may or may not be available
  • Some materials required by architectural design may not be available without high shipping costs
  • Labor markets always changing based on employment levels in local construction industry and other industries

Overhead Expenses:

  • Vary based on job-site location
  • Include taxes, insurance, permits, and other location-specific expenses
  • Variety of building code requirements, permitting processes, and legislative rules apply
  • Different for various structures depending on location

Material Availability and Pricing:

  • Material availability refers to availability of material items needed for a project
  • Developments in new designs and properties provide wide variety of material options for structural engineers and architects
  • Exchange of information between engineers, product designers, and manufacturers, building owners, architects, and estimators required
  • Catalogs and websites that describe latest developments in construction materials can be helpful resource

Potential Fluctuations in Future Costs:

  • Must be taken into account
  • Potential fluctuations in future costs of materials and products must be taken into account
  • Lengthy delivery times for scarce materials may also affect project completion date
  • Proper planning for material pricing and ordering essential to avoid costly penalties for projects with financial penalties for time overruns
  • Material pricing checked at project location prior to pricing

Cost Breakdowns:

  • Estimators must examine bid documents to determine if bid with alternative materials or products is allowed
  • Some owners and architects may require cost breakdowns to be included in final bid proposal
  • Material pricing tracked more carefully and divided into individual categories when cost breakdowns are required
  • Additional staffing may be required at time of final bid preparation if cost breakdowns are required

B. Material Availability and Pricing

(See details under Project Location section above)

C. Labor Availability and Productivity

Labor is a high-risk item in an estimate.

Issues:

  • Labor availability and productivity comprise large portion of final estimate and bid
  • Labor availability refers to availability of skilled labor required on specific project

Considerations:

  • Estimators should consider employment and unemployment levels in construction market
  • Assess impact levels may have on labor resources
  • In some situations, tradesworkers may be temporarily moved from another labor market to increase labor availability for a project
  • Results in additional housing and travel costs and premium compensation
  • Availability of various types of skilled labor in area must be assessed when pricing job and developing bid

Labor Productivity:

  • Another labor component that estimators need to take into consideration when developing estimate
  • New construction materials and methods have greatly changed skills that laborers involved in construction need to have
  • Automation and prefabrication playing large role in building process
  • New tools and procedures have increased skill levels required by tradesworkers on job site
  • Labor contracts with particular work rules may also have impact on labor productivity factors
  • Trade associations or other contractors may be able to provide information regarding labor productivity in given market

Cost Resources:

  • Variety of resources used to price labor in an estimate
  • For established companies, company historical records are most reliable source of labor cost data
  • By tracking costs on completed projects, companies develop labor costs for various types of construction processes and projects
  • These labor costs can be utilized for future estimates
  • For newer companies, standard labor-rate information for various construction markets and various types of construction is available for purchase from industry information sources

Working Conditions and Wage Rates:

  • Working conditions at job site impact work productivity
  • Cramped working conditions, limited equipment and supply storage, and difficult delivery situations usually result in lower work productivity
  • For example, small job site may create congestion of workers and materials, thereby lowering work productivity and increasing labor costs
  • Extremely large job site may also lower work productivity and increase labor costs because of extra time necessary to reach various areas of site
  • This can apply to both vertical and horizontal distances

Wage Rates:

  • Refer to costs of worker wages and benefits
  • Working conditions and wage rates vary significantly from project to project
  • Factors affecting working conditions and wage rates include:
    • Project location
    • Time of year
    • Material storage space
    • Field performing a given construction operation
    • Existence of a building trade union
    • Any contract agreements that may exist

Benefits for Tradesworkers:

  • For example, benefits for tradesworker covered by union labor agreement are different than tradesworkers who are not covered by such an agreement
  • Jurisdictional claims by various trade unions must also be taken into account in preparing labor costs
  • Labor costs for various material installations may vary depending on trade performing the installation and wage and benefit rates

Training:

  • Labor training includes skill development programs such as vocational education programs, apprenticeships, and journeyman upgrade courses and programs
  • Quality of work performed by tradesworkers can vary greatly from area to area and from trade to trade
  • Estimator should contact industry sources in area of construction project to determine if significant quality issues due to untrained construction labor exist

D. Scheduling

Impact on Costs:

  • Project scheduling affects estimated costs for materials, labor, and overhead
  • Material costs may be higher or lower at various times of year or during various market cycles
  • For example, concrete costs may be higher during winter months in cold climates due to inclusion of required admixtures in concrete that inhibit freezing and assist concrete in developing a quick set
  • Construction projects that require quick turnaround may demand overtime or shift work for tradesworkers
  • Overhead may be affected by time necessary to complete a project, number of tradesworkers required for completion, and penalties for not completing project on specific schedule

Liquidated Damages:

  • Penalties assessed against contractor or subcontractor for failure to complete work within specified period of time
  • Estimators should check specifications for inclusion of liquidated damages to ensure that estimate takes project schedule into consideration

Bid Schedule and Location:

  • Estimator should consult general conditions of specifications to determine date, time, and location for submission of final bid
  • Day of week, potential holiday schedules, staffing availability on bid day, and conflicts with other construction projects that may be bidding at the time should be taken into consideration
  • Bids due early in morning require scheduling considerations to be made prior to bidding
  • Location for delivery of the bid must be considered in order to leave adequate amount of time to properly prepare the final bid documents and deliver them to bid location

E. Overhead Expenses

Overhead is any business expense that is not chargeable to a particular part of a construction project.

Types:

  • Home-office overhead cannot be readily charged to specific project
  • Includes office employee salaries, office expenses, travel, professional services, and taxes and fees
  • Sales taxes for materials must be determined to ensure proper material pricing
  • For example, some materials on construction projects for not-for-profit entities may be exempt from local or state sales taxes depending on local and state legislation

Mobilization:

  • Costs vary based on location of construction site
  • Determined by visiting or viewing job site
  • Mobilization is the process of moving the required construction equipment and support systems to the current construction site
  • Mobilization costs include items such as:
    • Installation of temporary electrical service
    • Job-site office and storage trailer transportation and rental
    • Creation and removal of temporary access roads if required

Job Overhead:

  • Includes all costs associated with a specific project that cannot be assigned to a specific item in the project
  • Fees for permits must be submitted to each municipality and government agency responsible for building permits and inspections

Permitting Fees:

  • To properly determine costs for permitting fees, estimator must contact all applicable permitting agencies for a particular locality and determine types of permits required for all types of construction and their individual costs
  • In some instances, multiple copies of construction documents may be provided to the permitting agency for their review, resulting in additional overhead costs for printing and delivery

Insurance Rates:

  • For a project vary depending on contractor experience, security of the area surrounding the project, type of project, and insurance industry cost trends
  • Estimator must carefully assess insurance costs for each project
  • Location of project in dangerous or unsecured area may require addition of security patrols, alarms, or security systems

Project Start-up and Close-out Costs:

  • May be included in overhead expenses
  • Printing multiple sets of prints and specifications for members of construction team may be required
  • Installation and maintenance of job-site signage and protective fencing may also be part of job overhead costs

Final Preparation:

  • When construction is concluded, final preparation of building site for usage includes removal of many of the temporary structures and facilities that were needed only during construction process
  • In addition, owners may require a set of as-built construction documents in either printed or digital format that include all changes made to the project during construction resulting from change orders or other programmatic issues
  • Owners may also require information for ongoing maintenance of building systems such as heating, ventilating, and air conditioning (HVAC) or electrical controls
  • All of these close-out costs are included in overhead expenses

F. Building Codes

Overview:

  • Individual municipalities and governmental agencies have adopted various building codes
  • Many locations throughout United States have adopted International Building Code (IBC) for commercial construction and International Residential Code (IRC) for one- and two-family dwellings
  • Variety of other codes and regulatory agencies’ rules are used for various portions of building process such as structural installation and fire protection

Local Variations:

  • Even though standard building codes exist, local building and zoning commissions may adopt and modify codes to address needs of their residents
  • Building codes and legal requirements may vary from city to city, state to state, and country to country, sometimes in an overlapping manner for various agencies
  • Estimators must remain up-to-date on latest codes and legislation to conform to these requirements

G. Environmental Factors

Climatic Requirements:

  • Protection of surrounding environment are two variables estimators must make allowances for in bidding process
  • Specifications may describe certain climatic requirements that must exist for placement of concrete, masonry, or other materials that may be affected by extremely hot, cold, wet, or dry conditions

Protection from Elements:

  • Protection from elements and/or heated enclosures may be required to allow project to stay on schedule and for building work to continue during inclement weather

Regulatory Agencies:

  • Several United States agencies regulate construction site activities including:
    • Occupational Safety and Health Administration (OSHA): Federal agency established under Occupational Safety and Health Act of 1970 that requires employers to provide a safe environment for their employees. Reviews and monitors safety conditions on construction job sites.
    • Environmental Protection Agency (EPA): Federal government agency established in 1970 to control and reduce pollution in areas of air, water, solid waste, pesticides, radiation, and toxic substances. Monitors effects of project on environment.
    • Office of Federal Contract Compliance Programs (OFCCP): Federal government agency whose mandate is to promote affirmative action and equal employment opportunity on behalf of minorities, women, the physically challenged, and veterans. Monitors federally funded projects to ensure that civil rights laws are being followed.

Cost Inclusions:

  • Estimators must include costs of environmental protection in bids
  • Costs incurred associated with OFCCP recordkeeping, recruitment, and training must be included in job overhead of project being bid

Site Protection:

  • Protection of environment surrounding a construction project may also be noted in specifications
  • For example, silt fence may be required around job site to retain topsoil so it does not erode into stormwater drainage system
  • Job-site visit beneficial for observing conditions that exist and how they might affect work progress and scheduling
  • Additional work may be required to protect environment around work area
  • This additional work could affect work schedules

Governmental Factors:

  • Variety of local, state, and national organizations have developed legislative and industry requirements that affect construction site practices and scheduling
  • Local building codes or ordinances may contain specific limits on various job-site activities
  • State codes may allow work to proceed only when certain conditions exist related to environmental factors
  • For example, many state transportation departments allow certain types of paving to be placed only within certain temperature limits
  • Noise ordinances may exist that restrict high decibel levels during certain times of day or night

H. Value Engineering

Definition: Process whereby owner and contractor agree on changes to original design documents that will result in a comparable finished construction project with some substitutions and cost savings.

How It Works:

  • Allowances defined in construction contract allow for contractor to share in portion of financial benefits derived from their suggested changes to project
  • Changes intended to deliver same results to owner as presented in original documents but through less expensive or more productive method
  • Value engineering allows architects and estimators to work together and design components of structure that may be more efficient and economical
  • Also allows all members of construction team to share in financial gains resulting from agreed-to changes

Design Features:

  • Design features may be changed based on estimator input in value engineering
  • For example, contractor with experience in building retaining walls may review a retaining wall design on particular project and recommend that it could be built with precast concrete sections rather than as cast-in-place concrete
  • Precast sections could be installed more quickly and at lower cost than cast-in-place wall, yet provide same structural benefits
  • Contractor and architect would meet to review potential design changes and cost savings related to this value-engineered change in the design

Timing:

  • Value engineering can be utilized prior to beginning construction or during construction process
  • After contractor selected by owner, design and construction teams will meet prior to beginning construction and review value engineering changes proposed by contractor
  • In some instances, additional value engineering recommendations may be made by contractor during construction process as additional elements of project take place

5. REFERENCE DATA

Overview

Estimators use a vast library of standardized information in the pricing and bidding of materials, equipment, and labor.

Sources

Private Vendors:

  • Many private vendors collect market information and publish reference materials
  • These reference materials include material, labor, and equipment costs that can be combined with quantity takeoff for pricing

Industry Associations:

  • Associations such as American Institute of Architects (AIA) and Construction Specifications Institute (CSI) provide variety of reference materials for building standards and specifications
  • Contractors who have been in business for several years often accumulate their own historical reference data
  • Contractors analyze previously constructed projects to determine costs for labor, materials, equipment, and overhead
  • Historical or third-party reference data may be available and stored digitally or in print form

Printed and Digital References

Content:

  • Many printed and digital references containing tables, charts, and various cost information are available for use by estimator
  • References organized to allow estimator to quickly determine material, equipment, and labor costs in relation to quantity takeoff

Component Costs:

  • Costs priced based on square, cubic, or linear measure, and standard labor rates may be obtained from reference charts and tables
  • Items counted from set of prints can be priced according to component costs
  • For example, structure may contain five Type A windows in west wall
  • Estimator can locate Type A windows in reference material and determine cost per window including material and installation labor
  • Component costs are available for variety of materials such as doors, windows, special fixtures, louvers, and other individual items shown on drawings

Computers in Estimating:

  • Most reference tables and databases are available through Internet
  • Reference tables and databases containing material, equipment, and labor costs can be purchased and integrated into various estimating software packages or spreadsheets
  • Experienced contractors may develop their own digital databases of costs based on historical data obtained through their job-site experiences

Unit Prices

Definition: Unit (crew-based) pricing is calculation of material, equipment, and labor prices in single step based on specific quantity of construction put in place.

How It Works:

  • Labor rates calculated based on standard material quantities, and judgments are made about production levels of labor per material quantity unit based on historical data
  • Items such as concrete flatwork, painting, gypsum board, and flooring are priced according to square foot or square yard

Example:

  • Standard concrete driveway estimate developed by calculating number of square feet of driveway to be placed and finished
  • Area of driveway directly affects material costs for amount of concrete and reinforcement and labor costs for placing and finishing concrete
  • Labor cost for concrete finishing based on number of square feet to be finished is included in reference tables or databases
  • Other materials are unit-priced for labor and materials based on linear feet or other unit-price measures

Databases:

  • Contain similar information for unit pricing as printed references
  • When estimating with computerized system, digital information concerning unit pricing may be calculated automatically by entering dimensions and types of material to be bid

Equipment Rates

Definition: Costs for rental, maintenance, and operations of construction equipment.

Factors:

  • Included in various printed and digital references
  • Rates vary according to equipment availability, volume of construction work in an area, and equipment required
  • These rates can be entered into databases or spreadsheets where necessary

Labor Rates

Sources:

  • Many government organizations and trade associations provide labor rates for various geographic regions
  • Estimators use these resources to determine costs per hour for various construction tradesworkers

Process:

  • After estimator has determined number of work hours required for particular unit price of material from reference tables, wage rates can be added to calculations to determine total labor costs

Example:

  • Reference table may indicate amount of time necessary for carpenter to hang a 3′-0″ metal swinging door in metal frame is 45 min
  • Another reference table is accessed to determine wage and benefit costs for carpenter per hour
  • Multiplication of these two numbers provides labor cost based on these reference tables

Digital Access:

  • Wide range of labor rate information available in digital databases
  • Various services available to download wage rates for different tradesworkers in various locations
  • Adds accuracy to estimate and may be tied directly to estimate spreadsheet or estimating software

Cost Indexes

Definition: A cost index is a compilation of a number of cost items from various sources in a common reference table.

Purpose:

  • Estimators consult cost indexes to obtain information related to current prices and potential changes in construction cost trends
  • A cost index factor is assigned to the cost items so estimator can make necessary adjustments to an estimate to account for potential cost changes

Example:

  • A building may have been constructed in early 2000s
  • When bidding on new building of similar size and construction, original cost of $6.2 million is multiplied by cost index factor to determine approximate cost of similar building today

Categories:

  • Cost indexes divided into broad range of categories including:
    • Construction type (residential, commercial, industrial, etc.)
    • Labor
    • Material
    • Equipment
    • Geographic location

Sources:

  • Sources of cost indexes include various public agencies such as Bureau of Reclamation and U.S. Department of Commerce
  • Many private sources specializing in specific cost indexes such as for industrial buildings, chemical processing plants, reinforced concrete buildings, and other specialty structures

Assembly Costs

Definition: An assembly cost is the price of a number of common construction materials combined into a unit assembly such as wall constructed of studs, top and bottom plates, headers, and strap bracing.

Benefits:

  • Common construction assemblies may be included in databases of estimating software
  • Items such as wall assemblies, floor assemblies and coverings, or ceiling finishes may be taken off and priced as assemblies

Example:

  • Construction assembly may consist of 2×6 studs spaced 16″ on center (OC) with 2×6 top and bottom plates and braced with metal strap bracing
  • Number of linear feet of this wall type is determined by estimator
  • In conjunction with the database, estimating software will automatically determine number of studs, plates, amount of blocking and bracing materials, and labor costs related to each item
  • This greatly simplifies bidding process for standard assemblies

Key Terms to Know

  1. Estimating – The computation of construction costs of a project
  2. Addendum – A change to the originally issued construction contract documents
  3. Bid – An offer to perform construction work at a stated price
  4. Prebid meeting – A conference in which all interested parties in a construction project review the project, ask questions of the architect or owner concerning methods for accomplishing the work, and share information necessary to understand the entire scope of the work
  5. Overhead – Any business expense that is not chargeable to a particular part of a construction project
  6. Cost index – A compilation of a number of cost items from various sources in a common reference table
  7. Estimating practice – The system used to integrate all parts of the estimating process in a cohesive, consistent, and reliable manner to ensure an accurate final bid
  8. Quantity takeoff – The practice of reviewing construction contract documents to determine quantities of materials that are included in a bid
  9. Value engineering – A process in which construction personnel employed by the firm developing the bid, such as project managers and engineers, are allowed to recommend changes to the construction contract documents
  10. Crew-based (unit) estimating – An estimating practice in which material quantities, equipment, and labor costs are included in a single calculation based on a specific quantity of construction put in place

Final Study Checklist

  • Can you explain all four levels of estimates and when they’re used?
  • Do you know the four principles of the systematic approach?
  • Can you list and explain all eight major variables?
  • Do you understand the bidding process from prebid meeting to final bid?
  • Can you identify the three U.S. government agencies and their roles?
  • Do you know the different types of reference data and how they’re used?
  • Can you define all key terms?
  • Have you reviewed all figures and their explanations?

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