Rialto City Council
December 13, 2022

1 CONSTRUCTION AND CREDIT AGREEMENT
(RIVERSIDE AVENUE AT SLOVER AVENUE SOUTHBOUND RIGHT TURN LANE)

This Construction and Credit Agreement (“Agreement”) is made as of the 13th day of December, 2022, by and between Dedeaux Properties LLC, a California limited liability company (“Developer”), and the City of Rialto, a California municipal corporation (“City”). Developer and City may be referred to individually herein as a “Party” or collectively as the “Parties.”

RECITALS
A. On October 12, 2021, the City Council approved a Mitigated Negative Declaration (Environmental Assessment Review No. 2020-0024), Conditional Development Permit No. 2020-0020, and Precise Plan of Development No. 2020-0026 (the “Entitlements”), all relating to a request by the Developer to allow the development and operation of a 47,609 square foot truck terminal and storage warehouse/distribution center, and associated paving, landscaping, fencing, lighting, and drainage improvements (the “Project”) on 12.72 gross acres (11.80 net acres) of land ( APNs: 0258-011-01, -09, & -10) located between Cactus Avenue and Lilac Avenue approximately 625 feet south of Slover Avenue (the “Property”) within the Light Industrial (M-1) zone and the Heavy Industrial (H-IND) zone of the Agua Mansa Specific Plan.

B. The conditions of approval for the Project include a requirement that the Developer complete and abide by all during- construction mitigation measures contained within the Mitigation Monitoring and Reporting Program associated with Environmental Assessment Review No. 2020- 0024, prior to the conducting of a final inspection by the Building Division.

C. The Mitigation Monitoring and Reporting Program associated with Environmental Assessment Review No. 2020- 0024, Mitigati on Measure Transportation 1, provides, in pertinent part, that the proposed project shall construct the following off-site improvement:

Riverside Avenue and Slover Avenue – construct a southbound right turn lane (the “Improvement”), as more particularly described and depicted in Exhibit A, attached hereto and incorporated herein by this reference.

D. The City has analyzed the Improvement and determined that Developer’s fair share of the cost of the Improvement is three percent (3%) (“Developer’s Fair Share”).

E. The City has initiated the final design and right-of-way acquisition phase of its Riverside/I- 10 Interchange Phase 2 Project (the “Interchange Project”) to widen the existing Riverside Avenue Union Pacific Railroad (“UPRR”) bridge to e xtend northbound left turn lanes to the I-10.

F. The construction of the Improvement will require acquisition of right-of-way from UPRR, a process that will likely take two years or more to negotiate with UPRR. 2 G. The proximity of the location of the Improvement makes it conducive to include within the scope of work for the Interchange Project.

H. The Parties concur that the inclusion of the Improvement within the Interchange Project scope of work improves project efficiencies and will avoid significant right-of- way acquisition delays for the Project.

I. The Parties desire to facilitate the assignment of the obligation to construct the Improvement from the Developer to the City upon the payment to the City by the Developer of the Developer’s Fair Share upon the terms and conditions set forth in this Agreement.

NOW, THEREFORE, in consideration of the preceding recitals and the mutual covenants and consideration contained herein, the Parties mutually agree as follows:

1. Incorporation of Recitals . The Parties acknowledge that the above recitals are true and correct, and incorporate those recitals by reference into this Agreement.

2. A ssignment of Off- Site Improvement Construction Obligation. Developer assigns and conveys its rights and responsibilities in the obligation to construct the Improvement to the City, and the City accepts and receives the obligation to construct the Improvement.

3. D eveloper Payment of Fair Share of Cost of Improvement . Developer shall pay to City the Developer’s Fair Share as estimated by the City Engineer which amount shall be three percent (3%) of the total cost of the Improvement . The estimated total cost of the Improvement is estimated to be $1,158,000, as shown in Exhibit “B,” attached hereto and incorporated herein by this reference, of which three percent is $34,740. Developer shall pay said amount to City within thirty (30) days of receipt of an invoice for same. Upon completion of construction of the Improvement, the City Engineer shall determine the actual final cost of co nstructing the Improvement and either invoice Developer for any shortfall in the estimated Developer’s Fair Share or refund to Developer any overage in the estimated Developer’s Fair Share.

4. Ci
ty Design and C onstruction of Improvement. City shall incorporate the Improvement into the scope of work for the Interchange Project. City shall cause the Improvement to be designed, estimates of the cost of the Improvement determined, and construction of the Improvement to be completed in accordance with the Interchange Project schedule.

5. S
atisfaction of Conditions of Approval by Developer; Default. Upon the full execution of this Agreement and payment to City by Developer of the estimated Developer’s Fair Share, Developer shall be deemed to have s ecured its obligation to construct the Improvement imposed pursuant to the Entitlements. A default by Developer in the payment of the Developer’s F air Share under this Agreement, including any default in payment of any shortfall upon completion of construction of the Improvement, shall constitute a failure to comply with the conditions of approval placed upon the Entitlements and subject to the initiation of proceedings by the Planning Commission to revoke Conditional Development Permit No. 2020- 0020 in accordance with the provisions of

18.66.070 through 18.66.090, inclusive, of the Rialto Municipal Code. 3 6. Binding on Successors in Interest. Each and every provision of this Agreement shall be binding and inure to the benefit of the successors in interest of the Parties.

7. I ndemnity . Developer shall defend, indemnify and hold City and its officials, officers, employees, agents, and authorized volunteers free and harmless from any and all claims, demands, causes of action, costs, expenses, liability, loss, damage or injury, in law or equity, to property or persons, including wrongful death, to the extent arising out of or incident to any alleged negligent acts, omissions or willful misconduct of the Developer or its officials, officers, employees, agents, consultants and contractors in connection with this Agreement, including without limitation the payment of attorneys’ fees, expert witness fees, and other related costs and expenses. The obligation to indemnify shall not be restricted to insurance proceeds, if any, received by the Developer or its directors, officials, officers, employees, agents or volunteers.

8. T
ermination . In the event Developer defaults in the performance of any of its obligations under this Agreement or materially breaches any of the provisions of this Agreement, City shall have the option to terminate this Agreement upon thirty (30) calendar days ’ prior written notice to Developer.

9. N
otice. Written notice, whenever required by this Agreement, shall become effective upon personal service or deposit in the United States mail, postage prepaid, addressed to the following:

CITY: City of Rialto
150 S. Palm Avenue
Rialto, CA 92375
Attn: City Manager

DEVELOPER: Dedeaux Properties LLC
100 Wilshire Blvd. Suite 250
Santa Monica, CA 90401
Attn: Director of Development

Each Party may update its address and contact information by providing written notice of the new information to the other Parties.

10. Entire Agreement . This Agreement embodies the entire understanding and agreement between the Parties pertaining to the matters described herein and supersedes and cancels all prior oral or written agreements between the Parties with respect to these matters. Each Party acknowledges that no party, agent or representative of the other party has made any promise, representation or warranty, express or implied, not expressly contained in this Agreement, that induced the other Party to sign this document.

11. A
ttorneys ’ Fees. If any legal action, or any arbitration or other proceeding is initiated for the enforcement/interpretation of this Agreement or because of any alleged dispute, breach, default or misrepresentation in connection with any of the provisions of this Agreement, the successful or prevailing party shall be entitled to recover reasonable attorneys ’ fees, 4 witness fees and other costs incurred in that action or proceeding, in a ddition to any other relief to which it may be entitled.

[Signatures appear on following page]

5 IN WITNESS WHEREOF, this Agreement is executed the day and year first above written, by the parties, as follows:

CITY: DEVELOPER:

CITY OF RIALTO, a DEDEAUX PROPERTIES LLC, a
municipal corporation California limited liability company

By:_____________________________ By:_______________________________ Marcus Fuller, City Manager Name:

Title:

ATTEST:

By:_____________________________
Barbara McGee, City Clerk

APPROVED AS TO FORM:

By:_____________________________
Eric S. Vail, City Attorney

6 EXHIBIT A

DESCRIPTION AND DEPICTION OF IMPROVEMENTS

15 1
2 3
4 NOT FOR CONSTRUCTION

PROJECT MANAGER
$DATE$ $TIME$
$PENTBLL$
$PLTDRVL$
$FILEL$
$USER$
APPROVED:SUBMITTED:

DESIGNED BY

DRAWN BY

CHECKED BY

APPROVED BY
DATE
BY
SUB. APP.REV. DATE
CONTRACT NO.

DRAWING NO.

REVISION SHEET NO.

SCALERIGHT-TURN LANE ROM COST ESTIMATE
10-20-2022

RIVERSIDE AVENUE

BRIDGE WIDENING PROJECT
100'

RIVERSIDE AVE
120'
Exist ROW Exist ROW
ROW

PROPOSED

PROPOSED ROW

SLOVER AVE
Exist ROW

PROPOSED ROW
ROW

PROPOSED
ROW
Exist
LANE

RIGHT-TURN

PROPOSED

PAVEMENT

MATCH NEW PCC

PAVEMENT TO

PROPOSED PCC
GUTTER
CURB &

PROPOSED
SAWCUT

PAVEMENT

ASPHALT

PROPOSED

PAVEMENT

ASPHALT

PROPOSED
BASIN
CATCH
BASIN
CATCH
7 EXHIBIT B

RIVERSIDE AVE BRIDGE WIDENING PROJECT

RIVERSIDE AVENUE RIGHT-TURN LANE, RIALTO, CA

ROUGH ORDER OF MAGNITUDE (ROM) ESTIMATE

MEMORANDUM
Riverside Ave Bridge Widening Project, Riverside
Avenue Right-Turn Lane, Rialto, CA
Rough Order of Magnitude (ROM) Estimate
PREPARED FOR: Art Cervantes, City of Rialto
PREPARED BY: Rick Hults & Jereme Eklund, Jacobs
DATE: October 31, 2022
PROJECT NUMBER: JLXRIA22
REVISION NO.: 1
This memorandum serves to develop a ROM estimate for Riverside Avenue Right-Turn Lane to Slover Avenue in Rialto CA, as requested by Art Cervantes, City of Rialto. A unit price review was performed using the latest Caltrans Contract Cost Data for District 8, in which the project is located. In many cases, adjacent district or statewide cost data was used to allow for more comprehensive pricing.

Overall Costs
The estimate is classified as a Class 5 estimate, based on the level of project definition and on estimator judgment, as defined by the Association for the Advancement of Cost Engineering International (AACE).

The following is a summary breakdown of the costs including 25% contingency with an accuracy range per the AACE standard guidelines for a Class 5 Estimate of -25% to +50%. See Appendix B for additional definition.

See Appendix “A” for the estimate unit prices and Appendix “C” for the cost data.

Low Range ROUNDED ESTIMATE High Range
-25% Total $ 772,000 +50%
$ 579,000 $ 1,158,000
The costs are in 2022 dollars.

Markups/Allowances
The cost estimate includes the following allowances within the estimated costs:
 Mobilization @ 10%
 Contingency @ 25%
 Traffic Control @ 5%
 AT&T communication line/manhole Protect-in-Place @ $5,000 Market Conditions
The current market conditions are drastically affecting the construction market, across the country. This is based upon recent bids and comparisons with Engineer’s Estimates. Bids can be very erratic. Despite the estimator’s best practices and adjustments, bids are being driven by current market conditions.

Estimate Methodology
This estimate is a historical cost-based estimate.

Historical bid-based estimate methods
Historical bid-based methods are commonly used to develop Engineer’s Estimates, and are appropriate when design definition has advanced to the point where quantification of units of work is possible.

These methods apply historical unit costs to counts or measures of work items to determine a total cost for the item or project. The unit cost data used is typically received in bid documents from prior projects and should be modified or adjusted to reflect current prices (inflated to current time) and project specific conditions such as geographic location, quantity of item needed, and the scheduled timing of project. Techniques such as historical bid pricing, historical percentage, and cost based estimating are also used to determine unit prices.

Cost-based estimate methods
Cost-based estimate methods do not rely on historical bid data, but rather are based on determining, for an item or set of items, the contractor’s cost for labor, equipment, materials and specialty subcontractor effort (if appropriate) needed to complete the work. This sometimes called a “bottoms up estimate”. A reasonable amount for contractor overhead and profit is then added. This method is preferable on unique projects or where geographical influences, market factors and volatility of material prices can cause the use of historical bid-based methods to be unreliable. Also, since contractors generally utilize a cost-based estimating approach to prepare bids, this method can provide more accurate and defensible costs to support the decision for contract award/rejection and to support any future price negotiations with the contractor after contract award.

Quantities were developed by the Engineer.

Cost Resources
The following is a list of the various cost resources used in the development of the cost estimate:
 Estimator Judgment
 Caltrans Historical Cost Data
 Jacobs Historical Data

Major Assumptions
The estimate is based on the assumption the work will be done on a competitive bid basis and the contractor will have a reasonable amount of time to complete the work.

This estimate should be evaluated for market changes after 90 days of the issue date. It is assumed that most of the fabricated materials will be shipped from the continental USA:
 Construction costs only
 Contractor will have access and control of construction site during construction  Owner will coordinate with contractor and provide adequate notification when needing to perform operations within the construction area
 Contractor will accommodate owner access in the construction area in event of emergency  Utility Companies (power & telephone) will perform their own relocation and improvements, unless otherwise noted
 Dewatering, when necessary, can be accomplished using portable pumps. No well-point systems were assumed necessary
 Site access for the contractor and contractor staging areas are adequate for the contractors needs
 Estimate is based on bid-build delivery, with a single prime contract for the entire scope of work Excluded Costs
The cost estimate excludes the following costs:
 Right of Way acquisition expense
 Material Adjustment allowances above and beyond what is included at the time of the cost estimate
 Environmental Mitigation & Permits
 Inspection costs & services during construction
 Delays due to factors beyond control of the contractor  Scope of work beyond what has been provided
 Non-construction soft costs for design, services during construction, land, legal and owner administration costs
 Third party utility relocations and installations including: water, drainage, sanitary sewer, electrical and franchise utilities
Reference Documents
 Right-Turn Lane Quantities.pdf, received 10/21/22
 Right-Turn Lane ROM Quantities Estimate.xlsx, received 10/21/22

Estimate Validity
This estimate was prepared in October 2022 and is based on the project layout available at that time. As with all estimates it represents a snapshot in time. The commodities and energy markets are extremely active at this point in time. Changes in either will have dramatic effects to this estimate. Therefore, this estimate should be viewed in that light and if more than 90 days have passed, or there have been significant changes in the commodity markets, this estimate should be updated and reevaluated. The impacts of the COVID-19 pandemic on the construction industry is not known at this time and will likely have some impact on the costs presented herein. This situation should be monitored, and costs adjusted as the impacts become realized and published by the leading industry sources.

Disclaimer
The opinions of cost (estimates) shown, and any resulting conclusions on project financial or economic feasibility or funding requirements, have been prepared for guidance in project evaluation and implementation from the information available at the time the opinion was prepared.

The final costs of the project and resulting feasibility will depend on actual labor and material costs, competitive market conditions, actual site conditions, final project scope, implementation schedule, continuity of personnel and engineering, and other variable factors. The recent increases or decreases in material pricing may have a significant impact which is not predictable and careful review or consideration must be used in evaluation of material prices. As a result, the final project costs will vary from the opinions of cost presented herein. Because of these factors, project feasibility, benefit/cost ratios, risks, and funding needs must be carefully reviewed prior to making specific financial decisions or establishing project budgets to help ensure proper project evaluation and adequate funding.

Appendix A – Estimate

Riverside Ave Bridge Widening Project Quantities by: R. Yu Unit Costs by: R. Hults ROM Cost Estimate Date: 10/21/2022 Date: 10/31/2022
Riverside Ave Right-turn Lane Cost Estimate QTY Unit Price Item Total Notes Traffic Control System 1 LS $ 26,750.00 $ 26,750 5% of following items Roadway Excavation 271 CY $ 125.07 $ 33,894 190101
Rubberized Hot-Mix Asphalt - Gap Graded (RHMA-G) 21 CY $ 500.00 $ 10,500 395020 Hot-Mix Asphalt - TYPE A (HMA-A) 238 TON $ 230.74 $ 54,916 390132 Cement Stabilized Pulverized Base (CSPB) 105 CY $ 323.09 $ 33,924 270003 Continuous Reinforced Concrete Pavement (CRCP) 124 CY $ 777.00 $ 96,348 400050 Minor Concrete (Curb and Gutter) * 450 LF $ 70.01 $ 31,504 731504 Minor Concrete (Curb Return Area) * 8 CY $ 1,470.69 $ 11,766 731627 Clear and Grubbing 1 LS $ 5,000.00 $ 5,000 Judgment
Curb and Gutter Removal * 450 LF $ 29.31 $ 13,190 731710 Storm Drain/Catch Basin Removal * 2 EA $ 2,351.55 $ 4,703 710150 Detectable Warning Surface 24 SF $ 81.33 $ 1,952 730070 Sawcut * 490 LF $ 5.00 $ 2,450 Judgment
Remove Culvert 75 LF $ 96.94 $ 7,271 710132
Storm Drain Pipe - (Assume 24" RCP between two Catch Basins) * 75 LF $ 298.20 $ 22,365 650018 Storm Drain Pipe - (Extension of 71"x47" CMP Storm Drain w/RT Lane) 40 LF $ 547.09 $ 21,884 667042 Storm Drain Pipe - (Extension of 71"x47" CMP Storm Drain ) * 20 LF $ 423.67 $ 8,473 667041 Catch Basin - 14' Wide * 1 EA $ 32,503.59 $ 32,504 510502 Catch Basin - 8' Wide * 1 EA $ 27,746.96 $ 27,747 510502 Miscellaneous Iron and Steel 2,390 LB $ 4.31 $ 10,301 750001 AT&T communication line/manhole Protect-in-Place/Relocate (Allowance) * 1 LS $ 5,000.00 $ 5,000 Electrical Estimator Judgment Remove traffic pedestal pole and foundation * 1 LS $ 4,000.00 $ 4,000 " Remove traffic pole w/light and foundation * 1 LS $ 5,500.00 $ 5,500 " Remove mast arm * 1 LS $ 1,000.00 $ 1,000 " Remove 2 EA pedestrian signal heads * 1 LS $ 400.00 $ 400 " Remove 2 EA PPB assemblies * 1 LS $ 400.00 $ 400 " Remove 3 EA signal heads * 1 LS $ 300.00 $ 300 " Remove 5 EA electrical junction boxes * 1 LS $ 2,500.00 $ 2,500 " Replace 5 EA electrical junction boxes * 1 LS $ 10,000.00 $ 10,000 " New traffic signal pedestal type pole * 1 LS $ 8,500.00 $ 8,500 " New traffic signal pole 40’ w/lighting * 1 LS $ 17,500.00 $ 17,500 " New mast arm 35’ * 1 LS $ 11,250.00 $ 11,250 " 1 EA 3 section signal head * 1 LS $ 2,500.00 $ 2,500 " 2 EA 5 section signal heads * 1 LS $ 6,000.00 $ 6,000 " Trenching, relocate conduit, wiring * 1 LS $ 7,500.00 $ 7,500 " Remove & Replace Street Lights * 2 EA $ 8,500.00 $ 17,000 " Remove & Replace Street Light Mounted Signs * 1 LS $ 400.00 $ 400 " Solid Traffic Stripe 510 LF $ 5.00 $ 2,550 Judgment
Pavement Markings (Right-Turn Arrow) 2 EA $ 500.00 $ 1,000 Judgment Roadway Signs 2 EA $ 500.00 $ 1,000 Right Turn Only Subtotal $ 561,700
Mobilization 1 LS $ 56,170.00 $ 56,170 10% of Subtotal
Total $ 617,900
contingency 25% $ 154,000
GRAND TOTAL $ 772,000
* Indicated items that will also be replaced/constructed without the construction of right-turn lane.

Appendix B – AACE Estimate Definitions

Class 5
0%-2%
Class 4
1%-15%
Estimate
Amount
Project
Definition
3%-5%
Schematic
Design
15%-20%
Design
Development
35%-45%
Construction
Documents
90%-100%
Construction Cost Estimate Accuracy Ranges
Class 3
10%-40%
Class 2
30%-70%
Class 1
50%-100%
Estimate
Amount
AACE
18-R-87
Cost Estimate
Classification System
+15%
-10%
+20%
-15%
+30%
-20%
-30%
+50%
<+100%
-50% Nominal Level of Design Detail 0%
100%
AACE – Classification System

Estimate Class

LEVEL OF PROJECT

DEFINITION
Expressed as a % of
complete definition
END USAGE Typical
Purpose of Estimate

METHODOLOGY
Typical estimating
method

EXPECTED

ACCURACY RANGE
Typical variation in low
and high ranges [a]
L: -20% to -50% H: +30% to +100% L: -15% to -30% H: +20% to +50% L: -10% to -20% H: +10% to +30% L: -5% to -15% H: +5% to +20% L: -3% t o -10% H: +3% to +15%

PREPARATION
EFFORT Typical
degree of effort relative
to least cost index of 1
[b]

REFINED CLASS

DEFINITION

END USAGE DEFINED

ESTIMATING

METHODS USED

EXPECTED

ACCURACY RANGE

EFFORT TO PREPARE
(for US$20MM project):

ANSI Standard
Reference Z94.2-1989
name; Alternate
Estimate Names,
Terms, Expressions,
Synonyms:

Definitive Estimate; Full detail, release, fall-out, tender, firm price, bottoms-up, final, detailed control, forced detail, execution phase, master control, fair price, definitive, change order estimate.

Order of Magnitude Estimate; Ratio, ballpark, blue sky, seat- of-pants, ROM, idea study, prospect estimate, concession license estimate, guesstimate, rule-of thumb.

Budget Estimate; Screening, top-down, feasibility,
authorization, factored, pre-design, pre-study.

Budget Estimate; Budget, scope, sanction, semi-detailed, authorization, preliminary control, concept study,
development, basic engineering phase estimate, target
estimate.

Definitive Estimate; Detailed Control, forced detail, execution phase, master control, en
gineering, bid, tender, change order
estimate.

Typical accuracy ranges for Class 1 estimates are -3% to - 10% on the low side, and +3% to +15% on the high side,
depending on the technological complexity of the project, appropriate reference information, and the inclusion of an appropriate contingency determination. Ranges could exceed those shown in unusual circumstances.

As little as 1 hour or less to prepare to perhaps more than 200 hours, depending on the project and the estimating
methodology used.

Typically, as little as 20 hours or less to perhaps more than 300 hours, depending on the project and the estimating
methodology used.

Typically, as little as 150 hours or less to perhaps more than 1500 hours, depending on the project and the estimating methodology used.

Typically, as little as 300 hours or less to perhaps more than 3000 hours, depending on the project and the estimating methodolo
gy used. Bid Estimates typically require more effort
than estimates used for funding or control purposes
Class 1 estimates require the most effort to create, and as such are generally developed for only selected areas of the project, or for bidding purposes. A complete Class 1 estimate may involve as little as 600 hours or less, to perhaps more than 6,000 hours, depending on the project and the estimating methodology used.

Bid estimate t
ypically require more effort than estimates used for
funding or control purposes.

Typical accuracy ranges for Class 5 estimates are -20% to 50% on the low side, and +30% to +100% on the high side, depending on the technological complexity of the project, appropriate contin
gency determination. Ranges could exceed
those shown in unusual circumstances.

Typical accuracy ranges for Class 4 estimates are -15% to -30% on the low side, and +20% to +50% on the high side, depending on the technological complexity of the project, appropriate reference information, and the inclusion of an appropriate contin
gency determination. Ranges could exceed
those shown in unusual circumstances.

Typical accuracy ranges for Class 3 estimates are -10% to - 20% on the low side, and +10% to +30% on the high side, depending on the technological complexity of the project, appropriate reference information, and the inclusion of an appropriate contin
gency determination. Ranges could exceed
those shown in unusual circumstances.

Typical accuracy ranges for Class 2 estimates are -5% to - 15% on the low side, and +5% to +20% on the high side,
depending on the technological complexity of the project, appropriate reference information, and the inclusion of an appropriate contin
gency determination. Ranges could exceed
those shown in unusual circumstances.

Class 1 estimates are typically prepared to form a current control estimate to be used as the final control baseline against which all actual coasts and resources will now be monitored for variations to the budget, and form a part of the change/variation control program. They may be used to evaluate bid checking, to support vendor/contractor negotiations, or for claim evaluations and dispute resolution.

Class 5 estimates virtually always use stochastic estimating methods such as cost/capacity curves and factors, scale of operations factors, Lang factors, Handy-Whitman factors, Chilton factors, Peters-Timmerhaus factors, Guthrie factors, and other parametric and modeling techniques.

Class 4 estimates virtually always use stochastic estimating methods such as cost/capacity curves and factors, scale of operations factors, Lang factors, Hand factors, Chilton factors, Peters-Timmerhaus factors, Guthrie factors, the Miller method, gross unit costs/ratios, and other parametric and modeling techniques.

Class 3 estimates usually involve more deterministic
estimating methods that stochastic methods. They usually involve a high degree of unit cost line items, although these may be at an assembly level of detail rather than individual components. Factoring and other stochastic methods may be used to estimate less-significant areas of the project.

Class 2 estimates always involve a high degree of
deterministic estimating methods. Class 2 estimates are prepared in great detail, and often involve tens of thousands of unit cost line items. For those areas of the project still undefined, an assumed level of detailed takeoff (forced detail) may be developed to use as line items in the estimate instead of relying on factoring methods.

Class 1 estimates involve the highest degree of deterministic estimating methods, and require a great amount of effort. Class 1 estimates are prepared in great detail, and thus are usually performed on only the most important or critical areas of the project. All items in the estimate are usually unit cost line items based on actual design quantities.

Class 5 estimates are prepared for any number of strategic business planning purposes, such as but not limited to
market studies, assessment of initial viability, evaluation of alternate schemes, project screening, project location
studies, evaluation of resource needs and budgeting, long- range capital planning, etc.

Class 4 estimates are prepared for a number of purposes, such as but not limited to, detailed strategic planning, business development, project screening at more developed stages, alternative scheme analysis, confirmation of
economic and/or technical feasibility, and preliminary budget approval or approval to proceed to next stage.

Class 3 estimates are t
ypically prepared to support full project
funding requests, and become the first of the project phase "control estimate" against which all actual costs and
resources will be monitored for variations to the budget. They are used as the project budget until replaced by more
detailed estimates. In many owner organizations, a Class 3 estimate may be the last estimate required and could well form the only basis for cost/schedule control.

Class 2 estimates are typically prepared as the detailed control baseline against which all actual costs an resources will now be monitored for variation to the budget, and form a part of the change/variation control program.
5 to 100
Class 5 estimates are generally prepared based on very
limited information, and subsequently have very wide
accuracy ranges. As such, some companies and
organizations have elected to determine that due to the inherent inaccuracies, such estimates cannot be classified in a conventional and systematic manner. Class 5 estimates, due to the requirements of end use, ma
y be prepared within a
very limited amount of time and with very little effort expended - sometimes requiring less than 1 hour to prepare.

Often, little more than proposed plant type, location, and capacity are known at the time of estimate preparation.

Class 4 estimates are generally prepared based on very
limited information, and subsequently have very wide
accuracy ranges. They are typically used for project
screening, determination of feasibility, concept evaluation, and preliminary budget approval. Typically, engineering is from 1% to 5% complete, and would comprise at a minimum the following: plant capacity, block schematics, indicated layout, process flow diagrams (PFDs) for main process
systems and preliminary engineered process and utility
equipment lists. Level of Project Definition Required: 1% to 15% of full project definition.

Class 3 estimates are generally prepared to form the basis for budget authorization, appropriation, and/or funding. As such, they typically form the initial control estimate against which all actual costs and resources will be monitored.

Typically, engineering is from 10% to 40% complete, and would comprise at a minimum the following: process flow diagrams, utility flow diagrams, preliminary piping and instrument diagrams, utility flow diagrams, preliminary piping and instrument diagrams, plot plan, developed layout
drawings, and essentially complete engineering process and utility equipment lists. Level Of Project Definition Required:
10% to 40% of full project definition.

Class 2 estimates are generally prepared to form a detailed control baseline against which all project work is monitored in terms of cost and pro
gress control. For contractors, this class
of estimate is often used as the "bid" estimate to establish contract value. Typically, engineering is from 30% to 70% complete, and would comprise at a minimum the following:

Process flow diagrams, utility flow diagrams, piping and instrument flow diagrams, heat and material balances, final plot plan, final layout drawings, complete engineered process and utility equipment lists, single line diagrams for electrical, electrical equipment and motor schedules, vendor quotations ,
detailed project execution plans, resourcing and work force plans, etc.

Class 1 estimates are generally prepared for discrete parts or sections of the total project rather than generating this level of detail for the entire project. The parts of the project estimated at this level of detail will typically be used by subcontractors for bids, or by owners for check estimates. The updated estimate is often referred to as the current control estimate and becomes the new baseline for cost/schedule control of the pro
ject. Class 1
estimates may be prepared for parts of the project to comprise a fair price estimate or bid check estimate to compare against a contractor's bid estimate, or to evaluate/dispute claims.

T
ypically, engineering is from 50% to 100% complete, and would comprise virtually all engineering and design documentation of the project, and complete project execution and commissioning plans. Level for Project Definition Required: 50% to 100% of full project definition.
1 2 to 4 3 to 10 4 to 20
Check Estimate or Bid / Tender
Capacity Factored, Parametric Models,
Judgment, or Analogy Equipment Factored or Parametric Models Semi-Detailed Unit Costs with Assembly Level Line Items
Detailed Unit Cost with Forced Detailed Take-
Off Detailed Unit Cost with Detailed Take-Off
Concept Screening Study or Feasibility Budget Authorization, or Control 10% to 40% 30% to 70% 50% to 100%
Class 5 Class 4 Class 3 Class 2
Control or Bid / Tender
Class 1
0% to 2% 1% to 15%
Estimate Class Class 5 Class 4 Class 3 Class 2 Class 1
Estimate Input
Checklist and
Maturity Index

GENERAL PROJECT
DATA
Project Scope
Description
Plant Production /
Facility Capacity
Plant Location
Soils & Hydrology
Integrated Project Plan
Project Master Schedule
Escalation Strategy
Work Breakdown
Structure
Project Code of
Accounts
Contracting Strategy

ENGINEERING
DELIVERABLES:

Block Flow Diagrams
Plot Plans
Process Flow Diagrams
(PFDs)
Utility Flow Diagrams
(UFDs)
Piping & Instrument
Diagrams (P&IDS)
Heat and Material
Balances
Process Equipment List
Utility Equipment List
Electrical One Line
Drawings
Specifications and
Datasheets
General Equipment
Arrangement Drawings
Spare Parts Lists
Architectural Details /
Schedules
Structural Details
Mechanical Discipline
Drawings
Electrical Discipline
Drawings
System Discipline
Drawings
Civil/Site Discipline
Drawings
Demolition Details
Class 5 Class 4 Class 3 Class 2 Class 1
Started / Preliminary
Started
CompleteStarted Preliminary / Complete Complete
Started Preliminary / Complete Complete
Started Preliminary / Complete Complete
Preliminary / Complete
Started Preliminary Preliminary / Complete
Started Preliminary
Complete
Complete
Preliminary / Complete
Started Preliminary Preliminary / Complete
Preliminary
Complete
Started / Preliminary Preliminary Complete
Started Preliminary / Complete
CompleteStarted
Started
Preliminary / Complete
Complete
Complete
Complete
Complete
Complete
Complete
Complete
Complete
CompleteStarted / Preliminary
Preliminary / Complete
Preliminary / Complete
Preliminary / Complete
Preliminary / Complete
Preliminary / Complete
Preliminary / Complete
Started / Preliminary
Started / Preliminary
Preliminary / Complete
Complete
Complete
Defined
Defined
Specific
Defined
Defined
Complete
Complete
Defined
Defined
Complete
Defined
Defined
Defined
Defined
Defined
Defined
Complete
Preliminary / Complete
Complete
Complete
Complete
Complete
Complete
Complete
Defined
Defined
Defined
Defined
Defined
Defined
Specific
Defined
Defined
Defined
Preliminary
Defined
Defined
Specific
Defined
Defined
Defined
Started
Preliminary / Complete
Started
Started / Preliminary
Preliminary
Preliminary
Assumed
Preliminary
Preliminary
Approximate
Preliminary
Preliminary
Preliminary
Preliminary
None
Assumed
Started / Preliminary
None
None
None
None
General
Assumed
General
None
Class 1Class 5 Class 4 Class 3 Class 2

Appendix C – Additional Estimate Information

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CALIFORNIA DEPARTMENT OF TRANSPORTATION - CONTRACT COST DATA Select Item No. / Description Unit Dist Qty Unit
Price
Adj
Price Total Bid Open
Date
Contract
No. BidMTRO
731627 - MINOR CONCRETE (CURB,SIDEWALK AND CURB RAMP) CY 11 14 $950.00 $767.24 $13300.0004-01-2021 11-412204 1 M TRO 731627 - MINOR CONCRETE (CURB,SIDEWALK AND CURB RAMP) CY 11 14 $1600.00 $1292.19 $22400.0004-01-2021 11-412204 2 M TRO 731627 - MINOR CONCRETE (CURB,SIDEWALK AND CURB RAMP) CY 11 14 $500.00 $403.81 $7000.0004-01-2021 11-412204 3 M TRO 731627 - MINOR CONCRETE (CURB,SIDEWALK AND CY 07 5 $2350.00 $2331.29 $11750.0010-07-2021 07-351804 1 M TRO 731627 - MINOR CONCRETE (CURB,SIDEWALK AND CY 07 5 $2600.00 $2579.30 $13000.0010-07-2021 07-351804 2 M TRO 731627 - MINOR CONCRETE (CURB,SIDEWALK AND CY 07 5 $5600.00 $5555.42 $28000.0010-07-2021 07-351804 3 M TRO 731627 - MINOR CONCRETE (CURB,SIDEWALK AND CY 11 4 $1390.00 $1378.94 $5560.0012-17-2021 11-423704 1 M TRO 731627 - MINOR CONCRETE (CURB,SIDEWALK AND CY 11 4 $828.00 $821.41 $3312.0012-17-2021 11-423704 2 M TRO 731627 - MINOR CONCRETE (CURB,SIDEWALK AND CY 11 4 $1555.00 $1542.62 $6220.0012-17-2021 11-423704 3 M TRO 731627 - MINOR CONCRETE (CURB,SIDEWALK AND CY 12 19 $1800.00 $1534.61 $34200.0003-24-2022 12-0S8704 1 M TRO 731627 - MINOR CONCRETE (CURB,SIDEWALK AND CY 12 19 $810.00 $690.58 $15390.0003-24-2022 12-0S8704 2 M TRO 731627 - MINOR CONCRETE (CURB,SIDEWALK AND CY 12 19 $1325.00 $1129.65 $25175.0003-24-2022 12-0S8704 3 M TRO cost indexes | legend
SUMMARY Unmodified Adjusted
Average Price/Unit: $ 1,775.66 1,668.92 Avg No. Units 10 Std Dev. (of Unit Price): ±$ 1,297.64 1,323.25 Rows Selected 12 Weighted Avg.: $ 1,470.69 1,313.72 Rows Returned 12
Minimum Price/Unit: $ 500.00 403.81
Maximum Price/Unit: $ 5,600.00 5,555.42
Adjusted prices are adjusted to today's dollars based on the Caltrans Construction Cost Index To remove a row from the calculations, uncheck the checkbox next to that row.

To see additional information for a contract, click on that contract number.

To see a trend graph of prices for an item, click on the item number.

Statistics are calculated per result row, NOT per contract. Thus some stats may be skewed to contracts with more bidders. | Back | New Search |
PARAMETERS: Item = 731627; Max Quant: 25; District=07,08,11,12; Year=2022,2021; Convert=No; Bidders=Top 3 Bidders TIMESTAMP: 10/24/2022 18:11:08 CURRENT 12-MO INDEX (CHCCI (2020 Base)): 83.5 Conditions of Use | Privacy Policy
Copyright © 2007 State of California
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CALIFORNIA DEPARTMENT OF TRANSPORTATION - CONTRACT COST DATA Select Item No. / Description Unit Dist Qty Unit
Price
Adj
Price Total Bid Open
Date
Contract
No. BidM TRO
731710 - REMOVE CONCRETE CURB (LF) LF 04 490 $16.00 $13.64 $7840.00 01-11-2022 04-2K1904 1 M TRO 731710 - REMOVE CONCRETE CURB (LF) LF 04 490 $15.00 $12.79 $7350.00 01-11-2022 04-2K1904 2 M TRO 731710 - REMOVE CONCRETE CURB (LF) LF 04 490 $15.00 $12.79 $7350.00 01-11-2022 04-2K1904 3 M TRO 731710 - REMOVE CONCRETE CURB (LF) LF 10 260 $15.00 $15.00 $3900.00 05-25-2022 10-1G5104 1 M TRO 731710 - REMOVE CONCRETE CURB (LF) LF 10 260 $65.00 $65.00 $16900.00 05-25-2022 10-1G5104 2 M TRO 731710 - REMOVE CONCRETE CURB (LF) LF 10 260 $7.00 $7.00 $1820.00 05-25-2022 10-1G5104 3 M TRO 731710 - REMOVE CONCRETE CURB (LF) LF 07 200 $20.00 $20.00 $4000.00 06-14-2022 07-353304 1 M TRO 731710 - REMOVE CONCRETE CURB (LF) LF 07 200 $50.00 $50.00 $10000.00 06-14-2022 07-353304 2 M TRO 731710 - REMOVE CONCRETE CURB (LF) LF 07 200 $42.00 $42.00 $8400.00 06-14-2022 07-353304 3 M TRO 731710 - REMOVE CONCRETE CURB (LF) LF 05 450 $44.00 $44.00 $19800.00 08-10-2022 05-0C7324 1 M TRO 731710 - REMOVE CONCRETE CURB (LF) LF 05 450 $10.79 $10.79 $4855.50 08-10-2022 05-0C7324 2 M TRO 731710 - REMOVE CONCRETE CURB (LF) LF 05 450 $20.00 $20.00 $9000.00 08-10-2022 05-0C7324 3 M TRO 731710 - REMOVE CONCRETE CURB (LF) LF 03 490 $35.00 $35.00 $17150.00 09-08-2022 03-1J0104 1 M TRO 731710 - REMOVE CONCRETE CURB (LF) LF 03 490 $40.00 $40.00 $19600.00 09-08-2022 03-1J0104 2 M TRO 731710 - REMOVE CONCRETE CURB (LF) LF 03 490 $45.00 $45.00 $22050.00 09-08-2022 03-1J0104 3 M TRO cost indexes | legend
SUMMARY Unmodified Adjusted
Average Price/Unit: $ 29.31 28.86 Avg No. Units 378
Std Dev. (of Unit Price): ±$ 16.88 17.27 Rows Selected 15 Weighted Avg.: $ 28.22 27.63 Rows Returned 15
Minimum Price/Unit: $ 7.00 7.00
Maximum Price/Unit: $ 65.00 65.00
Adjusted prices are adjusted to today's dollars based on the Caltrans Construction Cost Index To remove a row from the calculations, uncheck the checkbox next to that row.

To see additional information for a contract, click on that contract number.

To see a trend graph of prices for an item, click on the item number.

Statistics are calculated per result row, NOT per contract. Thus some stats may be skewed to contracts with more bidders. | Back | New Search |
PARAMETERS: Item = 731710; Min Quant: 200;Max Quant: 800;District=All; Year=2022; Convert=No; Bidders=Top 3 Bidders TIMESTAMP: 10/24/2022 17:51:38 CURRENT 12-MO INDEX (CHCCI (2020 Base)): 83.5 Conditions of Use | Privacy Policy
Copyright © 2007 State of California
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CALIFORNIA DEPARTMENT OF TRANSPORTATION - CONTRACT COST DATA Select Item No. / Description Unit Dist Qty Unit
Price
Adj
Price Total Bid Open
Date
Contract
No. BidMTRO
750001 - MISCELLANEOUS IRON AND STEEL LB 07 2585 $3.50 $2.98 $9047.50 01-27-2022 07-343204 1 M TRO 750001 - MISCELLANEOUS IRON AND STEEL LB 07 2585 $5.00 $4.26 $12925.00 01-27-2022 07-343204 2 M TRO 750001 - MISCELLANEOUS IRON AND STEEL LB 07 2585 $3.00 $2.56 $7755.00 01-27-2022 07-343204 3 M TRO 750001 - MISCELLANEOUS IRON AND STEEL LB 07 2282 $3.10 $2.64 $7074.20 03-08-2022 07-307104 1 M TRO 750001 - MISCELLANEOUS IRON AND STEEL LB 07 2282 $3.00 $2.56 $6846.00 03-08-2022 07-307104 2 M TRO 750001 - MISCELLANEOUS IRON AND STEEL LB 07 2282 $5.00 $4.26 $11410.00 03-08-2022 07-307104 3 M TRO 750001 - MISCELLANEOUS IRON AND STEEL LB 07 2592 $3.00 $2.56 $7776.00 03-15-2022 07-328504 1 M TRO 750001 - MISCELLANEOUS IRON AND STEEL LB 07 2592 $7.00 $5.97 $18144.00 03-15-2022 07-328504 2 M TRO 750001 - MISCELLANEOUS IRON AND STEEL LB 07 2592 $7.00 $5.97 $18144.00 03-15-2022 07-328504 3 M TRO 750001 - MISCELLANEOUS IRON AND STEEL LB 08 1680 $4.00 $4.00 $6720.00 04-19-2022 08-0R1414 1 M TRO 750001 - MISCELLANEOUS IRON AND STEEL LB 08 1680 $1.00 $1.00 $1680.00 04-19-2022 08-0R1414 2 M TRO 750001 - MISCELLANEOUS IRON AND STEEL LB 08 1680 $6.00 $6.00 $10080.00 04-19-2022 08-0R1414 3 M TRO 750001 - MISCELLANEOUS IRON AND STEEL LB 07 1993 $4.50 $4.50 $8968.50 04-27-2022 07-323104 1 M TRO 750001 - MISCELLANEOUS IRON AND STEEL LB 07 1993 $2.00 $2.00 $3986.00 04-27-2022 07-323104 2 M TRO 750001 - MISCELLANEOUS IRON AND STEEL LB 07 1993 $5.00 $5.00 $9965.00 04-27-2022 07-323104 3 M TRO 750001 - MISCELLANEOUS IRON AND STEEL LB 08 1630 $2.25 $2.25 $3667.50 05-24-2022 08-1L0804 1 M TRO 750001 - MISCELLANEOUS IRON AND STEEL LB 08 1630 $5.50 $5.50 $8965.00 05-24-2022 08-1L0804 2 M TRO 750001 - MISCELLANEOUS IRON AND STEEL LB 08 1956 $1.96 $1.96 $3833.76 06-02-2022 08-0H7914 1 TRO 750001 - MISCELLANEOUS IRON AND STEEL LB 08 1956 $5.50 $5.50 $10758.00 06-02-2022 08-0H7914 2 TRO 750001 - MISCELLANEOUS IRON AND STEEL LB 08 1956 $8.00 $8.00 $15648.00 06-02-2022 08-0H7914 3 TRO cost indexes | legend
SUMMARY Unmodified Adjusted
Average Price/Unit: $ 4.26 3.97 Avg No. Units 2126
Std Dev. (of Unit Price): ±$ 1.85 1.77 Rows Selected 20 Weighted Avg.: $ 4.31 3.96 Rows Returned 20
Minimum Price/Unit: $ 1.00 1.00
Maximum Price/Unit: $ 8.00 8.00
Adjusted prices are adjusted to today's dollars based on the Caltrans Construction Cost Index To remove a row from the calculations, uncheck the checkbox next to that row.

To see additional information for a contract, click on that contract number.

To see a trend graph of prices for an item, click on the item number.

Statistics are calculated per result row, NOT per contract. Thus some stats may be skewed to contracts with more bidders. | Back | New Search |
PARAMETERS: Item = 750001; Min Quant: 1500;Max Quant: 3000; District=07,08,11,12; Year=2022; Convert=No; Bidders=Top 3 Bidders TIMESTAMP: 10/24/2022 19:45:27 CURRENT 12-MO INDEX (CHCCI (2020 Base)): 83.5 Conditions of Use | Privacy Policy
Copyright © 2007 State of California
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CALIFORNIA DEPARTMENT OF TRANSPORTATION - CONTRACT COST DATA Select Item No. / Description Unit Dist Qty Unit
Price
Adj
Price Total Bid Open
Date
Contract
No. Bid M TRO
190101 - ROADWAY EXCAVATION CY 12 206 $193.00 $164.54 $39758.00 01-20-2022 12-0S5804 1 M TRO 190101 - ROADWAY EXCAVATION CY 12 206 $206.00 $175.63 $42436.00 01-20-2022 12-0S5804 2 M TRO 190101 - ROADWAY EXCAVATION CY 12 206 $280.00 $238.72 $57680.00 01-20-2022 12-0S5804 3 M TRO 190101 - ROADWAY EXCAVATION CY 04 330 $29.61 $25.24 $9771.30 03-02-2022 04-2K3504 1 M TRO 190101 - ROADWAY EXCAVATION CY 04 330 $155.00 $132.15 $51150.00 03-02-2022 04-2K3504 2 M TRO 190101 - ROADWAY EXCAVATION CY 04 330 $99.00 $84.40 $32670.00 03-02-2022 04-2K3504 3 M TRO 190101 - ROADWAY EXCAVATION CY 12 260 $140.00 $119.36 $36400.00 03-16-2022 12-0R2004 1 M TRO 190101 - ROADWAY EXCAVATION CY 12 260 $42.00 $35.81 $10920.00 03-16-2022 12-0R2004 2 M TRO 190101 - ROADWAY EXCAVATION CY 12 260 $150.00 $127.88 $39000.00 03-16-2022 12-0R2004 3 M TRO 190101 - ROADWAY EXCAVATION CY 05 230 $152.00 $129.59 $34960.00 03-17-2022 05-1K3804 1 TRO 190101 - ROADWAY EXCAVATION CY 05 230 $225.00 $191.83 $51750.00 03-17-2022 05-1K3804 2 TRO 190101 - ROADWAY EXCAVATION CY 05 230 $150.00 $127.88 $34500.00 03-17-2022 05-1K3804 3 TRO 190101 - ROADWAY EXCAVATION CY 06 350 $190.00 $190.00 $66500.00 04-13-2022 06-342354 1 M TRO 190101 - ROADWAY EXCAVATION CY 06 350 $70.00 $70.00 $24500.00 04-13-2022 06-342354 2 M TRO 190101 - ROADWAY EXCAVATION CY 06 350 $62.00 $62.00 $21700.00 04-13-2022 06-342354 3 M TRO 190101 - ROADWAY EXCAVATION CY 07 350 $150.00 $150.00 $52500.00 05-19-2022 07-4P9904 1 M TRO 190101 - ROADWAY EXCAVATION CY 07 350 $55.00 $55.00 $19250.00 05-19-2022 07-4P9904 2 M TRO 190101 - ROADWAY EXCAVATION CY 07 350 $66.00 $66.00 $23100.00 05-19-2022 07-4P9904 3 M TRO 190101 - ROADWAY EXCAVATION CY 01 230 $42.00 $42.00 $9660.00 09-01-2022 01-0F6204 1 M TRO 190101 - ROADWAY EXCAVATION CY 01 230 $50.00 $50.00 $11500.00 09-01-2022 01-0F6204 2 M TRO 190101 - ROADWAY EXCAVATION CY 01 230 $120.00 $120.00 $27600.00 09-01-2022 01-0F6204 3 M TRO cost indexes | legend
SUMMARY Unmodified Adjusted
Average Price/Unit: $ 125.07 112.28 Avg No. Units 279
Std Dev. (of Unit Price): ±$ 68.22 57.97 Rows Selected 21 Weighted Avg.: $ 118.83 107.75 Rows Returned 21
Minimum Price/Unit: $ 29.61 25.24
Maximum Price/Unit: $ 280.00 238.72
Adjusted prices are adjusted to today's dollars based on the Caltrans Construction Cost Index To remove a row from the calculations, uncheck the checkbox next to that row.

To see additional information for a contract, click on that contract number.

To see a trend graph of prices for an item, click on the item number.

Statistics are calculated per result row, NOT per contract. Thus some stats may be skewed to contracts with more bidders. | Back | New Search |
PARAMETERS: Item = 190101; Min Quant: 201;Max Quant: 350;District=All; Year=2022; Convert=No; Bidders=Top 3 Bidders TIMESTAMP: 10/24/2022 16:54:13 CURRENT 12-MO INDEX (CHCCI (2020 Base)): 83.5 Conditions of Use | Privacy Policy
Copyright © 2007 State of California
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CALIFORNIA DEPARTMENT OF TRANSPORTATION - CONTRACT COST DATA Select Item No. / Description Unit Dist Qty Unit
Price
Adj
Price Total Bid Open
Date
Contract
No. BidMTRO
270003 - CEMENT TREATED BASE (ROAD-MIXED, CLASS A) (CY) CY 12 47 $150.00 $190.06 $7050.0010-31-2013 12-0F96E4 1 M TRO 270003 - CEMENT TREATED BASE (ROAD-MIXED, CLASS A) (CY) CY 12 47 $250.00 $316.77 $11750.0010-31-2013 12-0F96E4 2 M TRO 270003 - CEMENT TREATED BASE (ROAD-MIXED, CLASS A) (CY) CY 12 47 $200.00 $253.41 $9400.0010-31-2013 12-0F96E4 3 M TRO 270014 - CEMENT TREATED BASE (PLANT-MIXED, CLASS A) (CY) CY 04 260 $200.00 $177.77 $52000.0001-10-2018 04-3G6034 1 M TRO 270014 - CEMENT TREATED BASE (PLANT-MIXED, CLASS A) (CY) CY 04 260 $190.00 $168.88 $49400.0001-10-2018 04-3G6034 2 M TRO 270014 - CEMENT TREATED BASE (PLANT-MIXED, CLASS A) (CY) CY 04 260 $400.00 $355.55$104000.0001-10-2018 04-3G6034 3 M TRO 270003 - CEMENT TREATED BASE (ROAD-MIXED, CLASS A) (CY) CY 12 38 $500.00 $403.30 $19000.0009-26-2018 12-0M9004 1 M TRO 270003 - CEMENT TREATED BASE (ROAD-MIXED, CLASS A) (CY) CY 12 38 $625.00 $504.13 $23750.0009-26-2018 12-0M9004 2 M TRO 270003 - CEMENT TREATED BASE (ROAD-MIXED, CLASS A) (CY) CY 12 38 $705.00 $568.66 $26790.0009-26-2018 12-0M9004 3 M TRO 270014 - CEMENT TREATED BASE (PLANT-MIXED, CLASS A) (CY) CY 10 44 $292.00 $229.93 $12848.0010-09-2018 10-0P5504 1 M 270014 - CEMENT TREATED BASE (PLANT-MIXED, CLASS A) (CY) CY 10 44 $400.00 $314.98 $17600.0010-09-2018 10-0P5504 2 M 270014 - CEMENT TREATED BASE (PLANT-MIXED, CLASS A) (CY) CY 10 44 $500.00 $393.72 $22000.0010-09-2018 10-0P5504 3 M cost indexes | legend
SUMMARY Unmodified Adjusted
Average Price/Unit: $ 367.66 323.09 Avg No. Units 97
Std Dev. (of Unit Price): ±$ 176.03 123.08 Rows Selected 12 Weighted Avg.: $ 304.70 270.51 Rows Returned 12
Minimum Price/Unit: $ 150.00 168.88
Maximum Price/Unit: $ 705.00 568.66
Adjusted prices are adjusted to today's dollars based on the Caltrans Construction Cost Index To remove a row from the calculations, uncheck the checkbox next to that row.

To see additional information for a contract, click on that contract number.

To see a trend graph of prices for an item, click on the item number.

Statistics are calculated per result row, NOT per contract. Thus some stats may be skewed to contracts with more bidders. | Back | New Search |
PARAMETERS: Item = CEMENT TREATED BAS; Min Quant: 30;Max Quant: 500;District=All;Year=2022,2021,2020,2019,2018,2017,2016,2015,2014,2013; Convert=No; Bidders=Top 3 Bidders TIMESTAMP: 10/24/2022 17:18:40 CURRENT 12-MO INDEX (CHCCI (2020 Base)): 83.5 Conditions of Use | Privacy Policy
Copyright © 2007 State of California
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CALIFORNIA DEPARTMENT OF TRANSPORTATION - CONTRACT COST DATA Select Item No. / Description Unit Dist Qty Unit
Price
Adj
Price Total Bid Open
Date
Contract
No. Bid M TRO
390132 - HOT MIX ASPHALT (TYPE A) TON 07 230 $200.00 $170.51 $46000.00 01-12-2022 07-327604 1 M TRO 390132 - HOT MIX ASPHALT (TYPE A) TON 07 230 $300.00 $255.77 $69000.00 01-12-2022 07-327604 2 M TRO 390132 - HOT MIX ASPHALT (TYPE A) TON 07 230 $325.50 $277.51 $74865.00 01-12-2022 07-327604 3 M TRO 390132 - HOT MIX ASPHALT (TYPE A) TON 07 210 $175.00 $149.20 $36750.00 01-20-2022 07-324404 1 M TRO 390132 - HOT MIX ASPHALT (TYPE A) TON 07 210 $243.43 $207.54 $51120.30 01-20-2022 07-324404 2 M TRO 390132 - HOT MIX ASPHALT (TYPE A) TON 07 210 $210.00 $179.04 $44100.00 01-20-2022 07-324404 3 M TRO 390132 - HOT MIX ASPHALT (TYPE A) TON 12 220 $215.00 $215.00 $47300.00 04-06-2022 12-0S8904 1 TRO 390132 - HOT MIX ASPHALT (TYPE A) TON 12 220 $140.00 $140.00 $30800.00 04-06-2022 12-0S8904 2 TRO 390132 - HOT MIX ASPHALT (TYPE A) TON 12 220 $210.00 $210.00 $46200.00 04-06-2022 12-0S8904 3 TRO 390132 - HOT MIX ASPHALT (TYPE A) TON 12 240 $243.00 $243.00 $58320.00 05-18-2022 12-0S7704 1 M TRO 390132 - HOT MIX ASPHALT (TYPE A) TON 12 240 $250.00 $250.00 $60000.00 05-18-2022 12-0S7704 2 M TRO 390132 - HOT MIX ASPHALT (TYPE A) TON 12 240 $160.00 $160.00 $38400.00 05-18-2022 12-0S7704 3 M TRO 390132 - HOT MIX ASPHALT (TYPE A) TON 08 290 $250.00 $250.00 $72500.00 08-11-2022 08-0G6904 1 M TRO 390132 - HOT MIX ASPHALT (TYPE A) TON 12 210 $250.00 $250.00 $52500.00 08-17-2022 12-0T3304 1 M TRO 390132 - HOT MIX ASPHALT (TYPE A) TON 12 210 $290.00 $290.00 $60900.00 08-17-2022 12-0T3304 2 M TRO 390132 - HOT MIX ASPHALT (TYPE A) TON 12 210 $230.00 $230.00 $48300.00 08-17-2022 12-0T3304 3 M TRO cost indexes | legend
SUMMARY Unmodified Adjusted
Average Price/Unit: $ 230.74 217.34 Avg No. Units 226
Std Dev. (of Unit Price): ±$ 48.16 44.80 Rows Selected 16 Weighted Avg.: $ 231.23 218.12 Rows Returned 16
Minimum Price/Unit: $ 140.00 140.00
Maximum Price/Unit: $ 325.50 290.00
Adjusted prices are adjusted to today's dollars based on the Caltrans Construction Cost Index To remove a row from the calculations, uncheck the checkbox next to that row.

To see additional information for a contract, click on that contract number.

To see a trend graph of prices for an item, click on the item number.

Statistics are calculated per result row, NOT per contract. Thus some stats may be skewed to contracts with more bidders. | Back | New Search |
PARAMETERS: Item = 390132; Min Quant: 200;Max Quant: 300; District=07,08,09,12; Year=2022; Convert=No; Bidders=Top 3 Bidders TIMESTAMP: 10/24/2022 17:01:26 CURRENT 12-MO INDEX (CHCCI (2020 Base)): 83.5 Conditions of Use | Privacy Policy
Copyright © 2007 State of California
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CALIFORNIA DEPARTMENT OF TRANSPORTATION - CONTRACT COST DATA Select Item No. / Description Unit Dist Qty Unit
Price
Adj
Price Total Bid Open
Date
Contract
No. BidMTRO
400050 - CONTINUOUSLY REINFORCEDCONCRETE PAVEMENT CY 03 130 $790.00 $637.22$102700.0008-08-2018 03-4F8404 1 M 400050 - CONTINUOUSLY REINFORCEDCONCRETE PAVEMENT CY 03 130 $715.00 $563.02 $92950.00 11-07-2018 03-4F8404 1 M 400050 - CONTINUOUSLY REINFORCEDCONCRETE PAVEMENT CY 03 130 $550.00 $433.09 $71500.00 11-07-2018 03-4F8404 2 M 400050 - CONTINUOUSLY REINFORCEDCONCRETE PAVEMENT CY 03 130 $608.50 $479.16 $79105.00 11-07-2018 03-4F8404 3 M 400050 - CONTINUOUSLY REINFORCEDCONCRETE PAVEMENT CY 12 63 $785.00 $585.93 $49455.0008-28-2019 12-0N9204 1 M 400050 - CONTINUOUSLY REINFORCEDCONCRETE PAVEMENT CY 12 63 $910.00 $679.23 $57330.0008-28-2019 12-0N9204 2 M 400050 - CONTINUOUSLY REINFORCEDCONCRETE PAVEMENT CY 12 63 $800.00 $597.12 $50400.0008-28-2019 12-0N9204 3 M 400050 - CONTINUOUSLY REINFORCEDCONCRETE CY 03 190 $817.50 $696.97$155325.0001-19-2022 03-1H2404 1 M TRO 400050 - CONTINUOUSLY REINFORCEDCONCRETE CY 03 190 $875.00 $745.99$166250.0001-19-2022 03-1H2404 2 M TRO 400050 - CONTINUOUSLY REINFORCEDCONCRETE CY 03 190 $919.00 $783.51$174610.0001-19-2022 03-1H2404 3 M TRO cost indexes | legend
SUMMARY Unmodified Adjusted
Average Price/Unit: $ 777.00 620.12 Avg No. Units 127
Std Dev. (of Unit Price): ±$ 115.59 105.84 Rows Selected 10 Weighted Avg.: $ 781.56 637.19 Rows Returned 10
Minimum Price/Unit: $ 550.00 433.09
Maximum Price/Unit: $ 919.00 783.51
Adjusted prices are adjusted to today's dollars based on the Caltrans Construction Cost Index To remove a row from the calculations, uncheck the checkbox next to that row.

To see additional information for a contract, click on that contract number.

To see a trend graph of prices for an item, click on the item number.

Statistics are calculated per result row, NOT per contract. Thus some stats may be skewed to contracts with more bidders. | Back | New Search |
PARAMETERS: Item = 400050; Min Quant: 50;Max Quant: 300;District=All; Year=2022,2021,2020,2019,2018,2017,2016; Convert=No;Bidders=Top 3 Bidders TIMESTAMP: 10/24/2022 17:47:49 CURRENT 12-MO INDEX (CHCCI (2020 Base)): 83.5 Conditions of Use | Privacy Policy
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CALIFORNIA DEPARTMENT OF TRANSPORTATION - CONTRACT COST DATA Select Item No. / Description Unit Dist Qty Unit
Price
Adj
Price Total Bid Open
Date
Contract
No. BidMTRO
510502 - MINOR CONCRETE (MINORSTRUCTURE) CY 12 12 $3050.00 $2600.32 $36600.0001-13-2022 12-0Q8204 1 M TRO 510502 - MINOR CONCRETE (MINORSTRUCTURE) CY 12 12 $5000.00 $4262.81 $60000.0001-13-2022 12-0Q8204 2 M TRO 510502 - MINOR CONCRETE (MINORSTRUCTURE) CY 12 12 $4200.00 $3580.76 $50400.0001-13-2022 12-0Q8204 3 M TRO 510502 - MINOR CONCRETE (MINORSTRUCTURE) CY 07 21.1 $1500.00 $1500.00 $31650.0005-19-2022 07-4P9904 1 M TRO 510502 - MINOR CONCRETE (MINORSTRUCTURE) CY 07 21.1 $3200.00 $3200.00 $67520.0005-19-2022 07-4P9904 2 M TRO 510502 - MINOR CONCRETE (MINORSTRUCTURE) CY 07 21.1 $925.00 $925.00 $19517.5005-19-2022 07-4P9904 3 M TRO cost indexes | legend
SUMMARY Unmodified Adjusted
Average Price/Unit: $ 2,979.16 2,678.14 Avg No. Units 16 Std Dev. (of Unit Price): ±$ 1,416.30 1,159.44 Rows Selected 6 Weighted Avg.: $ 2,675.60 2,457.34 Rows Returned 6
Minimum Price/Unit: $ 925.00 925.00
Maximum Price/Unit: $ 5,000.00 4,262.81
Adjusted prices are adjusted to today's dollars based on the Caltrans Construction Cost Index To remove a row from the calculations, uncheck the checkbox next to that row.

To see additional information for a contract, click on that contract number.

To see a trend graph of prices for an item, click on the item number.

Statistics are calculated per result row, NOT per contract. Thus some stats may be skewed to contracts with more bidders. | Back | New Search |
PARAMETERS: Item = 510502; Min Quant: 10;Max Quant: 40; District=07,08,11,12; Year=2022; Convert=No; Bidders=Top 3 Bidders TIMESTAMP: 10/24/2022 19:42:14 CURRENT 12-MO INDEX (CHCCI (2020 Base)): 83.5 Conditions of Use | Privacy Policy
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CALIFORNIA DEPARTMENT OF TRANSPORTATION - CONTRACT COST DATA Select Item No. / Description Unit Dist Qty Unit
Price
Adj
Price Total Bid Open
Date
Contract
No. BidMTRO
650018 - 24" REINFORCED CONCRETE PIPE LF 07 86 $160.00 $160.00 $13760.00 08-30-2022 07-342804 1 M TRO 650018 - 24" REINFORCED CONCRETE PIPE LF 07 86 $250.00 $250.00 $21500.00 08-30-2022 07-342804 2 M TRO 650018 - 24" REINFORCED CONCRETE PIPE LF 07 86 $280.00 $280.00 $24080.00 08-30-2022 07-342804 3 M TRO 650018 - 24" REINFORCED CONCRETE PIPE LF 07 86 $430.00 $430.00 $36980.00 08-30-2022 07-342804 4 M TRO 650018 - 24" REINFORCED CONCRETE PIPE LF 07 86 $371.00 $371.00 $31906.00 08-30-2022 07-342804 5 M TRO cost indexes | legend
SUMMARY Unmodified Adjusted
Average Price/Unit: $ 298.20 298.20 Avg No. Units 86
Std Dev. (of Unit Price): ±$ 94.26 94.26 Rows Selected 5 Weighted Avg.: $ 298.20 298.20 Rows Returned 5
Minimum Price/Unit: $ 160.00 160.00
Maximum Price/Unit: $ 430.00 430.00
Adjusted prices are adjusted to today's dollars based on the Caltrans Construction Cost Index To remove a row from the calculations, uncheck the checkbox next to that row.

To see additional information for a contract, click on that contract number.

To see a trend graph of prices for an item, click on the item number.

Statistics are calculated per result row, NOT per contract. Thus some stats may be skewed to contracts with more bidders. | Back | New Search |
PARAMETERS: Item = 24" REINFORCED CONCRETE PIPE; Min Quant: 50;Max Quant: 100; District=07,08,11,12; Year=2022; Convert=No;Bidders=All Bidders TIMESTAMP: 10/24/2022 18:54:09 CURRENT 12-MO INDEX (CHCCI (2020 Base)): 83.5 Conditions of Use | Privacy Policy
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CALIFORNIA DEPARTMENT OF TRANSPORTATION - CONTRACT COST DATA Select Item No. / Description Unit Dist Qty Unit
Price
Adj
Price Total Bid Open
Date
Contract
No. BidMTRO
667041 - 71" X 47" CORRUGATED STEEL PIPEARCH (.109" THICK) LF 02 63 $310.00 $375.25 $19530.0007-30-2015 02-4E8904 1 M 667041 - 71" X 47" CORRUGATED STEEL PIPEARCH (.109" THICK) LF 02 63 $290.00 $351.04 $18270.0007-30-2015 02-4E8904 2 M 667041 - 71" X 47" CORRUGATED STEEL PIPEARCH (.109" THICK) LF 02 63 $450.00 $544.72 $28350.0007-30-2015 02-4E8904 3 M cost indexes | legend
SUMMARY Unmodified Adjusted
Average Price/Unit: $ 350.00 423.67 Avg No. Units 63
Std Dev. (of Unit Price): ±$ 71.18 86.16 Rows Selected 3 Weighted Avg.: $ 350.00 423.67 Rows Returned 3
Minimum Price/Unit: $ 290.00 351.04
Maximum Price/Unit: $ 450.00 544.72
Adjusted prices are adjusted to today's dollars based on the Caltrans Construction Cost Index To remove a row from the calculations, uncheck the checkbox next to that row.

To see additional information for a contract, click on that contract number.

To see a trend graph of prices for an item, click on the item number.

Statistics are calculated per result row, NOT per contract. Thus some stats may be skewed to contracts with more bidders. | Back | New Search |
PARAMETERS: Item = 667041; District=All; Year=2022,2021,2020,2019,2018,2017,2016,2015; Convert=No; Bidders=All Bidders TIMESTAMP: 10/24/2022 18:57:32 CURRENT 12-MO INDEX (CHCCI (2020 Base)): 83.5 Conditions of Use | Privacy Policy
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CALIFORNIA DEPARTMENT OF TRANSPORTATION - CONTRACT COST DATA Select Item No. / Description Unit Dist Qty Unit
Price
Adj
Price Total Bid Open
Date
Contract
No. BidMTRO
667042 - 71" X 47" CORRUGATED STEEL PIPEARCH (.138" THICK) LF 08 69 $500.00 $444.43 $34500.0002-28-2018 08-0R1604 1 M TRO 667042 - 71" X 47" CORRUGATED STEEL PIPEARCH (.138" THICK) LF 08 69 $845.00 $751.09 $58305.0002-28-2018 08-0R1604 2 M TRO 667042 - 71" X 47" CORRUGATED STEEL PIPEARCH (.138" THICK) LF 08 69 $593.00 $527.10 $40917.0002-28-2018 08-0R1604 3 M TRO 667042 - 71" X 47" CORRUGATED STEEL PIPEARCH (.138" THICK) LF 08 69 $500.00 $444.43 $34500.0002-28-2018 08-0R1604 4 M TRO 667042 - 71" X 47" CORRUGATED STEEL PIPEARCH (.138" THICK) LF 08 69 $285.27 $253.57 $19683.6302-28-2018 08-0R1604 5 M TRO 667042 - 71" X 47" CORRUGATED STEEL PIPEARCH (.138" THICK) LF 08 69 $650.00 $524.29 $44850.0007-10-2018 08-0R1604 1 M TRO 667042 - 71" X 47" CORRUGATED STEEL PIPEARCH (.138" THICK) LF 08 69 $500.00 $403.30 $34500.0007-10-2018 08-0R1604 2 M TRO 667042 - 71" X 47" CORRUGATED STEEL PIPEARCH (.138" THICK) LF 08 69 $420.00 $338.78 $28980.0007-10-2018 08-0R1604 3 M TRO 667042 - 71" X 47" CORRUGATED STEEL PIPEARCH (.138" THICK) LF 08 69 $677.69 $546.63 $46760.6107-10-2018 08-0R1604 4 M TRO 667042 - 71" X 47" CORRUGATED STEEL PIPEARCH (.138" THICK) LF 08 69 $500.00 $403.30 $34500.0007-10-2018 08-0R1604 5 M TRO cost indexes | legend
SUMMARY Unmodified Adjusted
Average Price/Unit: $ 547.09 463.69 Avg No. Units 69
Std Dev. (of Unit Price): ±$ 145.62 128.43 Rows Selected 10 Weighted Avg.: $ 547.09 463.69 Rows Returned 10
Minimum Price/Unit: $ 285.27 253.57
Maximum Price/Unit: $ 845.00 751.09
Adjusted prices are adjusted to today's dollars based on the Caltrans Construction Cost Index To remove a row from the calculations, uncheck the checkbox next to that row.

To see additional information for a contract, click on that contract number.

To see a trend graph of prices for an item, click on the item number.

Statistics are calculated per result row, NOT per contract. Thus some stats may be skewed to contracts with more bidders. | Back | New Search |
PARAMETERS: Item = 667042; District=07,08,11,12; Year=2022,2021,2020,2019,2018,2017,2016,2015; Convert=No; Bidders=Top 5 Bidders TIMESTAMP: 10/24/2022 18:59:40 CURRENT 12-MO INDEX (CHCCI (2020 Base)): 83.5 Conditions of Use | Privacy Policy
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CALIFORNIA DEPARTMENT OF TRANSPORTATION - CONTRACT COST DATA Select Item No. / Description Unit Dist Qty Unit
Price
Adj
Price Total Bid Open
Date
Contract
No. Bid M TRO
710132 - REMOVE CULVERT (LF) LF 07 55 $92.00 $78.44 $5060.00 02-03-2022 07-320404 1 M TRO 710132 - REMOVE CULVERT (LF) LF 07 55 $42.15 $35.94 $2318.25 02-03-2022 07-320404 2 M TRO 710132 - REMOVE CULVERT (LF) LF 07 55 $140.00 $119.36 $7700.00 02-03-2022 07-320404 3 M TRO 710132 - REMOVE CULVERT (LF) LF 08 99 $54.00 $54.00 $5346.00 04-20-2022 08-1H8204 1 M TRO 710132 - REMOVE CULVERT (LF) LF 08 99 $60.00 $60.00 $5940.00 04-20-2022 08-1H8204 2 M TRO 710132 - REMOVE CULVERT (LF) LF 08 99 $80.00 $80.00 $7920.00 04-20-2022 08-1H8204 3 M TRO 710132 - REMOVE CULVERT (LF) LF 12 66 $120.00 $120.00 $7920.00 09-07-2022 12-0R4104 1 M TRO 710132 - REMOVE CULVERT (LF) LF 12 66 $68.00 $68.00 $4488.00 09-07-2022 12-0R4104 2 M TRO 710132 - REMOVE CULVERT (LF) LF 12 66 $262.00 $262.00 $17292.00 09-07-2022 12-0R4104 3 M TRO cost indexes | legend
SUMMARY Unmodified Adjusted
Average Price/Unit: $ 102.01 97.52 Avg No. Units 73
Std Dev. (of Unit Price): ±$ 63.90 63.83 Rows Selected 9 Weighted Avg.: $ 96.94 93.57 Rows Returned 9
Minimum Price/Unit: $ 42.15 35.94
Maximum Price/Unit: $ 262.00 262.00
Adjusted prices are adjusted to today's dollars based on the Caltrans Construction Cost Index To remove a row from the calculations, uncheck the checkbox next to that row.

To see additional information for a contract, click on that contract number.

To see a trend graph of prices for an item, click on the item number.

Statistics are calculated per result row, NOT per contract. Thus some stats may be skewed to contracts with more bidders. | Back | New Search |
PARAMETERS: Item = remove culv; Min Quant: 50;Max Quant: 100; District=07,08,11,12; Year=2022; Convert=No; Bidders=Top 3 Bidders TIMESTAMP: 10/24/2022 18:49:30 CURRENT 12-MO INDEX (CHCCI (2020 Base)): 83.5 Conditions of Use | Privacy Policy
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CALIFORNIA DEPARTMENT OF TRANSPORTATION - CONTRACT COST DATA Select Item No. / Description Unit Dist Qty Unit
Price
Adj
Price Total Bid Open
Date
Contract
No. Bid M TRO
710150 - REMOVE INLET EA 07 2 $4624.00 $3942.25 $9248.00 03-15-2022 07-328504 1 M TRO 710150 - REMOVE INLET EA 07 2 $1200.00 $1023.08 $2400.00 03-15-2022 07-328504 2 M TRO 710150 - REMOVE INLET EA 07 2 $3700.00 $3154.48 $7400.00 03-15-2022 07-328504 3 M TRO 710150 - REMOVE INLET EA 08 2 $180.00 $180.00 $360.00 04-19-2022 08-0R1414 1 M TRO 710150 - REMOVE INLET EA 08 2 $900.00 $900.00 $1800.00 04-19-2022 08-0R1414 2 M TRO 710150 - REMOVE INLET EA 08 2 $3500.00 $3500.00 $7000.00 04-19-2022 08-0R1414 3 M TRO 710150 - REMOVE INLET EA 08 2 $1460.00 $1460.00 $2920.00 06-02-2022 08-1L5704 1 TRO 710150 - REMOVE INLET EA 08 2 $3000.00 $3000.00 $6000.00 06-02-2022 08-1L5704 2 TRO 710150 - REMOVE INLET EA 08 2 $2600.00 $2600.00 $5200.00 06-02-2022 08-1L5704 3 TRO cost indexes | legend
SUMMARY Unmodified Adjusted
Average Price/Unit: $ 2,351.55 2,195.53 Avg No. Units 2 Std Dev. (of Unit Price): ±$ 1,403.45 1,253.41 Rows Selected 9 Weighted Avg.: $ 2,351.55 2,195.53 Rows Returned 9
Minimum Price/Unit: $ 180.00 180.00
Maximum Price/Unit: $ 4,624.00 3,942.25
Adjusted prices are adjusted to today's dollars based on the Caltrans Construction Cost Index To remove a row from the calculations, uncheck the checkbox next to that row.

To see additional information for a contract, click on that contract number.

To see a trend graph of prices for an item, click on the item number.

Statistics are calculated per result row, NOT per contract. Thus some stats may be skewed to contracts with more bidders. | Back | New Search |
PARAMETERS: Item = REMOVE INLET; Min Quant: 2;Max Quant: 2; District=07,08,11,12; Year=2022; Convert=No; Bidders=Top 3 Bidders TIMESTAMP: 10/24/2022 18:15:36 CURRENT 12-MO INDEX (CHCCI (2020 Base)): 83.5 Conditions of Use | Privacy Policy
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CALIFORNIA DEPARTMENT OF TRANSPORTATION - CONTRACT COST DATA Select Item No. / Description Unit Dist Qty Unit
Price
Adj
Price Total Bid Open
Date
Contract
No. BidMTRO
730070 - DETECTABLE WARNING SURFACE SQFT 12 24 $40.00 $34.10 $960.00 02-10-2022 12-0R4704 1 M TRO 730070 - DETECTABLE WARNING SURFACE SQFT 12 24 $76.00 $64.79 $1824.00 02-10-2022 12-0R4704 2 M TRO 730070 - DETECTABLE WARNING SURFACE SQFT 12 24 $28.00 $23.87 $672.00 02-10-2022 12-0R4704 3 M TRO 730070 - DETECTABLE WARNING SURFACE SQFT 12 30 $97.00 $82.70 $2910.00 03-24-2022 12-0S8704 1 M TRO 730070 - DETECTABLE WARNING SURFACE SQFT 12 30 $132.00 $112.54 $3960.00 03-24-2022 12-0S8704 2 M TRO 730070 - DETECTABLE WARNING SURFACE SQFT 12 30 $65.00 $55.42 $1950.00 03-24-2022 12-0S8704 3 M TRO 730070 - DETECTABLE WARNING SURFACE SQFT 12 30 $70.00 $70.00 $2100.00 04-06-2022 12-0S8904 1 TRO 730070 - DETECTABLE WARNING SURFACE SQFT 12 30 $130.00 $130.00 $3900.00 04-06-2022 12-0S8904 2 TRO 730070 - DETECTABLE WARNING SURFACE SQFT 12 30 $103.00 $103.00 $3090.00 04-06-2022 12-0S8904 3 TRO 730070 - DETECTABLE WARNING SURFACE SQFT 08 30 $75.00 $75.00 $2250.00 04-20-2022 08-1H8204 1 M TRO 730070 - DETECTABLE WARNING SURFACE SQFT 08 30 $70.00 $70.00 $2100.00 04-20-2022 08-1H8204 2 M TRO 730070 - DETECTABLE WARNING SURFACE SQFT 08 30 $70.00 $70.00 $2100.00 04-20-2022 08-1H8204 3 M TRO cost indexes | legend
SUMMARY Unmodified Adjusted
Average Price/Unit: $ 79.66 74.28 Avg No. Units 28
Std Dev. (of Unit Price): ±$ 30.12 29.04 Rows Selected 12 Weighted Avg.: $ 81.33 76.04 Rows Returned 12
Minimum Price/Unit: $ 28.00 23.87
Maximum Price/Unit: $ 132.00 130.00
Adjusted prices are adjusted to today's dollars based on the Caltrans Construction Cost Index To remove a row from the calculations, uncheck the checkbox next to that row.

To see additional information for a contract, click on that contract number.

To see a trend graph of prices for an item, click on the item number.

Statistics are calculated per result row, NOT per contract. Thus some stats may be skewed to contracts with more bidders. | Back | New Search |
PARAMETERS: Item = DETECTABLE WARNING; Min Quant: 20;Max Quant: 30; District=07,08,11,12; Year=2022; Convert=No; Bidders=Top 3Bidders TIMESTAMP: 10/24/2022 18:30:39 CURRENT 12-MO INDEX (CHCCI (2020 Base)): 83.5 Conditions of Use | Privacy Policy
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CALIFORNIA DEPARTMENT OF TRANSPORTATION - CONTRACT COST DATA Select Item No. / Description Unit Dist Qty Unit
Price
Adj
Price Total Bid Open
Date
Contract
No. BidMTRO
731504 - MINOR CONCRETE (CURB ANDGUTTER) CY 08 39 $1100.00 $1100.00 $42900.0004-20-2022 08-1H8204 1 M TRO 731504 - MINOR CONCRETE (CURB ANDGUTTER) CY 08 39 $950.00 $950.00 $37050.0004-20-2022 08-1H8204 2 M TRO 731504 - MINOR CONCRETE (CURB ANDGUTTER) CY 08 39 $1300.00 $1300.00 $50700.0004-20-2022 08-1H8204 3 M TRO 731504 - MINOR CONCRETE (CURB ANDGUTTER) CY 08 20 $765.00 $765.00 $15300.0006-02-2022 08-1L5704 1 TRO 731504 - MINOR CONCRETE (CURB ANDGUTTER) CY 08 20 $1320.00 $1320.00 $26400.0006-02-2022 08-1L5704 2 TRO 731504 - MINOR CONCRETE (CURB ANDGUTTER) CY 08 20 $1150.00 $1150.00 $23000.0006-02-2022 08-1L5704 3 TRO cost indexes | legend
SUMMARY Unmodified Adjusted
Average Price/Unit: $ 1,097.50 1,097.50 Avg No. Units 29 Std Dev. (of Unit Price): ±$ 193.90 193.90 Rows Selected 6 Weighted Avg.: $ 1,103.67 1,103.67 Rows Returned 6
Minimum Price/Unit: $ 765.00 765.00
Maximum Price/Unit: $ 1,320.00 1,320.00
Adjusted prices are adjusted to today's dollars based on the Caltrans Construction Cost Index To remove a row from the calculations, uncheck the checkbox next to that row.

To see additional information for a contract, click on that contract number.

To see a trend graph of prices for an item, click on the item number.

Statistics are calculated per result row, NOT per contract. Thus some stats may be skewed to contracts with more bidders. | Back | New Search |
PARAMETERS: Item = 731504; Min Quant: 20;Max Quant: 40; District=08,11; Year=2022; Convert=No; Bidders=Top 3 Bidders TIMESTAMP: 10/24/2022 18:05:53 CURRENT 12-MO INDEX (CHCCI (2020 Base)): 83.5 Conditions of Use | Privacy Policy
Copyright © 2007 State of California