Cost Criteria

DRAFT Technical Memorandum #7

2010 SCP Tech Memo - 7 Cost - Final.Docx Page 1 of 18 January 12, 2012

2010 SASD SEWER SYSTEM CAPACITY PLAN UPDATE

Technical Memorandum #7

Technical Memorandum Cost Criteria for 2010 System Capacity Plan PREPARED BY: My Huynh DATE: September 13, 2011

REVIEWED BY: Sonny Lunde

INTRODUCTION

This Technical Memorandum presents the methodology used to develop estimated costs for project shed areas proposed in the Sacramento Area Sewer District System Capacity Plan 2010. The estimated costs may then be incorporated into SASD’s rate and fee study.

1. DEVELOPMENT OF ESTIMATED COST

Estimates of the capital costs associated with the proposed project areas are order of magnitude estimates. An order of magnitude estimate is one that is made without detailed engineering data, and uses techniques such as cost curves and scaling factors from similar projects. The overall expected level of accuracy of the cost estimates is approximately 30%. All costs presented in this memorandum have been adjusted to an Engineering News Record construction cost index of 9527, which represents the average of the January 2011 ENR cost indexes for the San Francisco area (10116) and the “20-Cities” ENR average (8938).

The estimated costs were developed using a baseline pipe construction cost with added cost and markups for related items. An example cost estimate sheet for a hypothetical project is presented in Figure 1.

Figure 1 – Cost Estimate Sheet Example

Baseline Pipe Construction Costs

+ Additional Costs for Geotechnical Factors + Additional Costs Traffic Control + +

Additional Costs for Productivity Factors Surface Restoration Costs

+ Costs for Special Structures and Pump Stations = Subtotal + 5% Mobilization/Demobilization

= Estimated Construction Cost Subtotal + 30% Contingencies for Unknown Conditions = ESTIMATED CONSTRUCTION COST + Right-of-Way/Easement Acquisition + 25% Engineering, Administration, and Legal Cost

= TOTAL PROJECT COST



2. SUMMARY OF ESTIMATED UNIT COST

For easy reference, a summary of estimated unit cost is included in Table 1.

Table 1 – Summary of Estimated Unit Cost

Item Description Unit Cost

Range Section

Reference

Baseline Construction

Open Cut Gravity Sewer 8 to 42-inch diameter, 8 to 28 feet deep $160 to $680/lf

3.1.1

Open Cut DIP Force Main 4 to 18-inch diameter, 4 to 16 feet deep $140 to $430/lf

3.1.2

Trenchless Pipe Construction Bore and Jack, Microtunnel, Pipe Ramming. With and without casing

$305 to $1,700/lf

3.1.3

Geotechnical Factors

Additional Dewater Deep well system $45 to $60/lf 3.2.1

Additional Sheeting and Shoring

Trench boxes, solid shoring, and sheet piles $30 to $710/lf 3.2.2

Cobble Areas

Developed Areas 100% of

baseline cost 3.2.3

Undeveloped Areas 20% of

baseline cost

Hard Rock Areas Northeastern part of service area 100% of

baseline cost 3.2.3

Traffic Control

Additional Traffic Control For pipe alignments along major roads with four or more lanes of traffic.

$45/lf 3.3

Productivity Factors

Congested Traffic/Utility Corridor

For pipe alignments along major roads with four or more lanes of traffic.

15% of baseline cost

3.4.1

Remove and Replace Delay Factor

For pipe alignments to be upsized in place. 25% of

baseline cost 3.4.2



Table 1 – Summary of Estimated Unit Cost - Continued

Item Description Unit Cost

Range Section

Reference

Surface Restoration

Pavement Restoration Final Paving and patch paving 15 feet width

$100/lf 3.5.1

Landscape Restoration Replanting in medians and landscaped area 40 feet width

$3.00/sf 3.5.2

Revegetation Hydroseeding in open areas 80 feet width

$0.25/sf 3.5.2

Creek Restoration Replanting and minor bank erosion control 40 feet width

$12/sf 3.5.2

Sewer Structures

Junction Structures Junction, transition, and turning structure $25,000 to

$850,000 per structure

3.6.1

Pump Stations 10 MGD or less firm capacity Based on low, medium, and high total dynamic heads.

$0.5 to $6.1M 3.6.2

Mobilization/Demobilization % of subtotal 5% 3.7

Contingencies % of Estimated Construction Cost Subtotal 30% 3.8

Easement Acquisition

Acquisition Cost Title reports, appraisals, real estate staff time

$7,000 per parcel

3.9

Easements in Newly Constructed Development

Granted to SASD as condition of development

No Cost to SASD

3.9

Temporary Construction Easements

80 feet width $0.80/sf 3.9

Permanent Easement 20 feet width $4.00/sf 3.9

Engineering, Administration, and Legal Costs

% of Estimated Construction Cost 25% 3.10



3. BASIS OF ESTIMATED COST

Construction costs include costs for installation of gravity pipelines, force mains, and pump stations. The basis for these costs is described below.

3.1 Baseline Pipeline Construction

Baseline pipeline construction costs were developed for open cut gravity sewer trunks, force mains, and trenchless pipe construction. These costs are based on a combination of construction bids for projects in Sacramento and other urban areas in California, catalog unit price costing, and adjustments to unit costs identified in previous SASD Master Plans (2000 and 2006).

Both the baseline gravity pipe and force main construction costs include the following:

Vertical trench walls to reduce utility conflicts Trench box or hydraulic shores Select, imported backfill in the pipe zone and native back fill above the pipe zone to the pavement

structural base. It is assumed that the spoil may be hauled to a local disposal site. Backfill would be compacted to 90 percent to within 2 feet of the ground surface.

Temporary pavement to be placed over excavated areas in traveled roads at the end of each day. Sump pump in the trench used for minor dewatering. Minor traffic control including two way flagging, construction area traffic signs, and channelizers.

3.1.1 Open Cut Gravity Sewers Baseline unit pipe construction costs were developed for gravity collector and trunk sewers ranging from 8 to 42 inches in diameter for four depth-to-invert ranges: 8 to 16 feet, 16 to 20 feet, 20 to 24 feet, and 24 to 28 feet. These unit costs are presented in Table 2. It was assumed that gravity trunk sewers installed by open-cut construction would not be constructed deeper than 28 feet deep.

In addition to the baseline gravity pipe and force main cost assumptions, the baseline gravity vcp pipe construction costs include the following assumptions:

Pipe material: VCP for 8 to 36-inch sewers; and PVC-lined (or calcareous aggregate) RCP for 39-inch and larger sewers.

Manholes will be located every 400 feet in collector pipes (working pipe capacity of less than 1 mgd, typically pipes 8-inch to 10-inch) and every 500 feet in trunk sewers (working pipe capacity of 1 mgd or greater, typically pipes 10-inch or greater).

Trench dams if needed to prevent migration of groundwater along the trench section and/or filter fabric to prevent migration of soil or intermediate back fill into the pipe zone.

Collector sewer not to exceed 19 feet in depth.



Table 2 – Open Cut Gravity Pipe Unit Cost

Pipe Size (in)

Open Cut Gravity Pipe Installation Cost ($/lf)

8 to 16 feet depth

16 to 20 feet depth

20 to 24 feet depth

24 to 28 feet depth

Vitrified Clay Pipe

8 160 185 ______ ______

10 190 210 ______ ______

12 220 235 260 285

15 255 275 300 325

18 285 310 340 370

21 330 355 385 415

24 365 390 420 450

27 395 420 455 490

30 430 460 495 530

33 465 495 530 565

36 495 530 570 610

Reinforced Concrete Pipe

39 530 565 605 645

42 565 600 640 680

3.1.2 Open Cut Ductile Iron Force Main Unit baseline pipe construction costs for force mains are presented in Table 3. In addition to the baseline gravity pipe and force main cost assumptions, the baseline force main construction costs include the following assumptions:

A minimum of 4 feet of cover above the pipe. Pipe material: Ductile iron pipe. Air release valves, vacuum release valves, or combination valves located every 3,000 feet in 60-inch

diameter manholes. Trench dams installed at 100 feet spacing in areas with high groundwater along the trench section and

installation of filter fabric to prevent migration of soil or intermediate back fill in the pipe zone. Includes trust blocks.



Table 3 – Open Cut DIP Force Main Unit Cost

Force Main Size (in) Less Than 10 Feet Deep

Cost ($/lf) 10 to 16 Feet Deep

Cost ($/lf)

4 140 200

6 150 205

8 160 210

10 170 225

12 180 240

15 245 325

18 275 355

21 300 380

24 355 430

3.1.3 Trenchless Pipe Construction Trenchless pipe construction is an advantageous pipe method to install pipelines that minimizes impacts to the public and the restoration. For this System Capacity Plan, baseline pipe construction costs were also developed for microctunneling, bore and jack, and pipe ramming. Although pipe bursting is often a viable method for installing and upsizing pipes, its dependency on local utility location information and pipe condition makes it difficult to consider on a planning level document. The same goes for horizontal directional drilling, with its high sensitivity to geological conditions. For this reason, SASD has chosen not to include pipe bursting and horizontal directional drilling as one of its trenchless methods in the System Capacity Plan, but considerations for use can be evaluated during the Project Development Phase. The following assumptions were made regarding trenchless pipe construction:

All highway and railroad crossing will require a casing. All major roads (4 lanes or more) will require a trenchless crossing. All creek crossing will be constructed using open cut methods (see creek restoration costs in later

section). Neither mircrotunneling nor bore and jack construction methods will be used in cobble areas (see

section on “cobble and hard rock construction” for definition of cobble area) Pipe ramming will be used for required trenchless crossings in cobble areas. Pipe ramming requires a steel casing.

Bore and jack equipment for 59-inch diameters and smaller is typically auger boring equipment. Auger boring is not accurate enough for gravity sewer installation. Auger boring can be used to install casings for force mains.

Casing is determined by the outside diameter of the carrier pipe bell plus 24 inches with a minimum size of 36-inches.

Bore and jack equipment for 60-inch diameters and larger is typically open shield equipment (laser target used to steer). Open shield equipment is accurate enough for gravity sewer installation.

Except for microtunneling, unit pricing includes mobilization/demobilization, bore, casing (if specified), and pipe. Microtunneling includes all of the previous items except for mobilization/demobilization. For



Microtunneling mobilization/demobilization, bore holes less than 24-inches will cost $110,000; bore holes 24 to 48-inches will cost $180,000; and bore holes 48 to 72-inches will cost $260,000.

3.1.3.1 Trenchless Construction Cost The recommended unit costs for trenchless pipe construction are the following:

Table 4 – Trenchless Pipe Construction Unit Cost

Pipe Size (in)

Direct Jack (No Casing)

Casing Required Cobble Area

Microtunneling* ($/lf)

Casing Size (in)

Microtunneling* ($/lf)

Bore and Jack ($/lf)

Casing Size (in)

Pipe Ramming ($/lf)

8 820 36 1025 615 37 305

10 820 36 1035 625 40 345

12 820 36 1040 630 42 380

15 845 36 1060 655 47 460

18 845 42 1025 670 55 505

21 895 43 1030 720 56 510

24 895 49 1060 795 61 545

27 980 51 1125 845 63 615

30 980 56 1155 890 68 660

33 980 59 1240 945 71 720

36 980 64 1335 1040 76 820

39 980 68 1470 1105 80 890

42 980 72 1700 1165 84 960

* Unit pricing for microtunneling does not include mobilization and demobilization. Use the following for microtunnel mobilization and demobilization cost: Bore holes less than 24-inches $110,000, Bore holes 24 to 48-inches $180,000, Bore holes greater than 48-inches $260,000.

3.1.3.2 Jacking and Receiving Pits The construction for microtunneling, boring and jacking, and pipe ramming pipeline installation also includes costs associated with the jacking and receiving pits. If a long length of microtunneling is required, then a series of drives with the associated pits will be used. The maximum drive lengths of the boring or tunneling machines are shown in Table 5. These drive length are conservative and will work for most areas of Sacramento County. The recommended costs for jacking and receiving pits are shown in Table 6.



Table 5 – Maximum Drive Lengths

Pipe Diameter (in) Drive Length (ft)

Microtunneling

8 to 10-inch 1,200

12 to 24-inch 700

27 to 33-inch 400

36-inch and larger 150

Pipe Ramming

All Diameters 300

Table 6 – Jacking and Receiving Pit Cost

Pipe Invert Depth Pit Cost

16 feet or less

Jacking Pit $80,000

Receiving Pit $25,000

Greater than 16 feet

Jacking Pit $115,000

Receiving Pit $40,000

3.2 Geotechnical Factors

Depending on location and site conditions, pipeline construction may require additional costs associated with geotechnical factors. These additional costs include increased dewatering, additional sheeting and shoring, and special equipment or methods associated with construction in difficult soil conditions such as cobbles or rock.

3.2.1 Additional Dewater The baseline pipeline costs include the cost of sump pump in the trench for minor dewatering. Some areas of Sacramento County require a more aggressive dewatering scheme. The cost of installation and maintenance of each dewatering well could range from $1,000 to $5000. The range of costs depends on depth of wells, the need for sand screens, and the proximity of electrical services for the pump motors. The cost of dewatering also depends upon the spacing of the dewatering wells. To adequately dewater a trench with high groundwater, dewatering wells are generally located at least 50 to 75 feet apart. If the soils have large amounts of clay or other materials which decrease the capability to dewater the soils, wells are frequently spaced 50 feet apart. For the purposes of this System Capacity Plan, it is assumed that the wells would be spaced 50 feet apart. Therefore, the unit dewatering cost could range from $20 to $100 per foot.

Dewatering cost will be applied in areas of the County with known high groundwater as shown Figure 2.



Figure 2 – High Groundwater Areas

For the purpose of this System Capacity Plan, dewatering cost from Table 7 will be applied in areas of the County with known high groundwater as shown in Figure 2.

Table 7 – Additional Dewatering Unit Cost

Groundwater Infiltration Additional Dewatering Cost

200 GPD/Acre $45/LF of pipe

500 GPD/Acre $60/LF of pipe

All Other Areas $0 – Minor dewatering included in

the cost of the pipe installation.

3.2.2 Additional Sheeting and Shoring Sheeting and shoring methods could range from hydraulic shores to interlocking full-sheets. The specific type of shoring used will depend upon trench depths, soil conditions, and groundwater levels. For the purposes of determining sheeting and shoring requirements for this System Capacity Plan, three different ground conditions will be used: no groundwater, undeveloped areas with high groundwater, and developed areas with high



groundwater. For pipeline constructed in areas without high groundwater, it is assumed that hydraulic shores or trench boxes will be used. This cost is included in the baseline pipe construction cost.

The recommended sheeting and shoring costs for the three conditions and various pipeline depths are presented in Table 8. The cost of the solid shoring ranges from $1 to $3 per square foot. The cost of the sheet piles ranges from $20 to $40 per square foot. These costs have been used to also assume that any excavation deeper than 8 feet in areas of high groundwater area of the County, where the subsurface profile typically consists of 10 feet of clay over clean sands. Therefore, additional dewatering costs will also be required for open cut construction in areas of high groundwater (except where sheet piles are used), as indicated in Table 8.

Table 8 – Shoring and Dewater Unit Cost for Various Groundwater Conditions

Depth to Invert (ft)

No Groundwater High Groundwater Undeveloped Area

High Groundwater Developed Area

8 to 16 Baseline

(no additional cost)

Partially laid back trench with trench box and dewatering wells.

$30/LF + dewatering

Solid shoring and dewatering wells.

$75/LF + dewatering

16 to 20 Baseline



$60/LF + dewatering

Solid shoring and dewatering wells.

$110/LF + dewatering

20 to 24 Baseline



$90/LF + dewatering

Solid shoring and dewatering wells

Shoring: $135/LF $135/LF + dewatering

24 to 28 Baseline



$120/LF + dewatering

Interlocking sheet piles

$710/LF

3.2.3 Ground Condition Large portions of Sacramento County have a significant amount of cobbles in the soil. These cobbles, which originated from the Sierra Nevada Mountains and were carried and deposited in the Sacramento area by the American River, are rounded and very hard. For this reason, the cobbles can be problematic when constructing a pipeline. Therefore a cobble construction factor will be added to the portions of the projects in extra processing of excavated material necessary to produce acceptable backfill, and shoring difficulties. For projects that will be constructed before the road and utility improvement are built, the challenges are not as great as the projects that are built after the road and utility improvements have been constructed. For this System Capacity Plan, the cobble construction factor will be applied within the areas shown in Figure 3. Cobble issues reduce in magnitude from the northeast to southwest in this area. For this reason, projects located on Gerber Road will have zero cobble factor and projects located on Florin Road will have 50% cobble factor instead of the 100% cobble factor.

In the northeast corner of the SASD service area, there is hard rock located in the trench zone. This hard rock significantly reduces construction productivity and adds considerable cost to pipeline projects. For this System Capacity Plan, the hard rock construction factor will be applied to all projects located in the areas shown in Figure 3.



Figure 3 – Hard Rock and Cobble Construction Factor Areas

For the System Capacity Plan, use the following as construction factors:

Cobble Construction Factor: Developed Areas: 100% of Baseline Pipe Construction Costs

Undeveloped Areas: 20% of Baseline Pipe Construction Costs

Note: Areas within the cobble area but south of Elder Creek Road, reduce the cobble construction factor by 50%.

Hard Rock Construction Factor: 100% of Baseline Pipe Construction Costs



3.3 Traffic Control

Minor traffic control consisting of two-way flagging, construction area signs, traffic cones, and channelizers are included in the pipe installation cost. For roads identified as having 4 or more lanes, additional traffic control will be needed. Additional traffic control includes the cost of traffic design and use of flagging, construction area traffic signs, temporary crash cushions, barricades, channelizes, flashing beacons, K-rails, and changeable message boards. Traffic control on major roads could range $3000 to $6000 per day. If it is assumed that construction will proceed at a rate of 100 feet/day, the equivalent cost would be $30 to $60 per foot. For this System Capacity Plan, the following unit cost will be used:

Increased Traffic Control: $45 per linear foot of alignment located in major roads (4 or more lanes).

3.4 Productivity Factors

3.4.1 Traffic/Utility Corridor Delay Factor Constructing a pipeline in a busy road or a road with numerous utilities is slower (and therefore more costly) than constructing a pipeline in a quiet residential or rural street. Often times, there are restricted work areas and hours to maintain safe traffic flow, driveway access coordination, and utility conflicts. Therefore a congested traffic/utility corridor delay factor reflecting the loss of productivity will be added to alignments on roads with 4 or more lanes.

Congested Traffic/Utility Corridor Delay Factor: 15% of baseline pipe construction costs in major roads (4 or more lanes).

3.4.2 Remove and Replace Delay Factor Constructing a new pipeline in an alignment that requires the removal of the existing gravity sewer is more costly than constructing a pipeline in a new alignment. The additional cost is caused by the necessary bypass pumping and the extra processing of the excavated material to remove the broken pipe from the backfill material. However, contractors are very creative and could typically avoid completely removing the pipe or remove it at a lower cost than traditional means. For those reasons, the remove and replace delay factor will be the following:

Remove and Replace Delay Factor: 25% of baseline pipe construction costs.



3.5 Surface Restoration

Surface restoration includes replacement of pavement for pipeline alignments in paved roadways and replacement of landscaping or other vegetation for pipelines constructed in easements or across open land.

3.5.1 Pavement Restoration To ensure that the pipe trench does not affect the integrity of the road, restoration will be made to the road structural section above the pipe trench and overlayed. A tee trench will include a 6-inch thick asphalt concrete pavement over 6-inches of 3/4 –inch aggregate base compacted to 95 percent. The asphalt concrete section will extend beyond the trench walls by 12 inches. On both sides of the 6-inch thick pavement, a strip of 2-inch deep grinding and new pavement overlay the road. The grinding and pavement will extend to lip of gutter, lane line, or center of traffic lane.

To determine the cost of pavement restoration , two factors must be determined: width and unit cost, While the width of pavement restoration does vary with pipe diameter, the width is more strongly influenced by factors such as proximity to edge of pavement, raveling of trench wall, and strength of existing pavement. These factors are hard to determine during the planning stage; therefore, for the System Capacity Plan, a pavement restoration width of 15 feet (12 foot traffic lane with a 3 foot shoulder) and a pipe trench accommodating an 18-inch pipe (42-inch wide trench), will be used.

For the purposes of this Master Plan, an average cost over the entire 15 foot width will be used, as follows:

Pavement Restoration Cost (15 feet width): $100 per linear foot

3.5.2 Other Restoration All trunk sewers and constructed outside of paved roadways and temporary lay down areas, if not constructed by a developer as part of a subdivision, will require either revegetation or landscape restoration. Open cut creek crossings will require creek restoration. Revegetation, also referred to hydroseeding, is used to restore pipeline routes located in open fields. Landscape restoration is used when the alignment is located in the landscaped medians or other landscaped areas. For new subdivisions, pipelines are usually constructed prior to constructing the subdivision. For this reason revegetation and landscape restoration cost will be included as part of a new subdivision cost and not part of the capital funding projection.

Where required, both landscape restoration and revegetation will be applied to the entire area disturbed by the construction operation. Typically, the disturbed area is larger when the alignment goes through an open field than when the alignment goes through a creek or an area with landscape improvements. For this reason, for this System Capacity Plan, the revegetation width will be assume to be 80 feet, and the creek and landscape restoration widths will be 40 feet. The following costs shall be used:

Landscape Restoration (replanting in medians or landscaped areas, 40 feet wide): $4.00 per square foot

Revegetation (hydroseeding in open areas, 80 feet wide): $0.25 per square foot Creek Restorations (replanting, minor bank erosion control, 40 feet wide): $12.00 per square foot



3.6 Sewer Structures

3.6.1 Junction Structures Junction structures are use to combine flows coming from different pipes into one out flowing pipe. They are required at the connection points of trunk sewers to interceptors. If the trunk sewer is being connected to an existing or previously constructed interceptor, then the cost for this junction structure will be included in the trunk sewer cost estimate. If the junction structure is constructed at the time of the interceptor construction, then it will be assumed to be included in the interceptor cost estimate and not included in the SASD trunk sewer construction cost.

Transition structures and turning structures are similar to junction structures in construction methods and cost but differ in not combining flows. For this System Capacity Plan, transition and turning structures will be costed like junction structures using Table 9.

Table 9 – Junction Structure Cost

Junction Structure Cost

Trunk Sewer Junction Structure

Less than 24-inch Diameter Outlet Pipe $25,000

24 to 36-inch Diameter Outlet Pipe $50,000

Interceptor/Trunk Junction Structure

60-inch or less diameter Interceptor $165,000

72 to 78-inch Diameter Interceptor $230,000

84 to 144-inch Diameter Interceptor $850,000

3.6.2 Pump Stations Pump stations are used to convey wastewater using pressurized pipelines. Costs can vary greatly depending on how much wastewater is being conveyed an on how far the wastewater will be pumped. Typically pump stations of the same firm capacity used to raise the hydraulic grade line (lift stations) require smaller pumps and appurtenances than pump stations used to convey wastewater from one location to another and are therefore less costly. The total dynamic head of pump station is a factor for determining the pump size, motor control center size, switch board size, wet well size, as well as other appurtenances. For those reasons, the pump stations cost shown in Table 10 are base on three different scenarios representing low, medium, and high head pump stations.



Table 10 – Pump Station Cost

Pump Station Firm Capacity

Pump Station Cost Based on Total Dynamic Head

Low Head Less than 60 feet

Medium Head 60 to 120 feet

High Head Greater than 120 feet

Less than 1 MGD $560,000 $680,000 $850,000

1 MGD to 2 MGD $810,000 $980,000 $1,200,000

2 MGD to 3 MGD $1,200,000 $1,400,000 $1,800,000

3 MGD to 4 MGD $1,700,000 $2,000,000 $2,400,000

4 MGD to 5 MGD $2,100,000 $2,400,000 $2,900,000

5 MGD to 6 MGD $2,700,000 $3,000,000 $3,700,000

6 MGD to 7 MGD $3,100,000 $3,500,000 $4,200,000

7 MGD to 8 MGD $3,800,000 $4,300,000 $5,100,000

8 MGD to 9 MGD $4,200,000 $4,700,000 $5,600,000

9 MGD to 10 MGD $4,700,000 $5,100,000 $6,100,000

Often times, pump stations are upgraded to increase the pumping and storing capacity. For increasing the capacity of an existing station, use the following cost factors:

Table 11 – Rehab Pump Station Cost Factor

Pump Station Capacity Increase Percentage Cost of New Capacity

Pump Station

Less than 0.5 MGD 25%

0.5 to 2 MGD 50%

2 MGD to 4 MGD 75%

Greater than 4 MGD 100%

3.7 Mobilization and Demobilization

These costs usually generally cover contractor activities when the contractor initially moves construction facilities and equipment to the project site and at the end of the project when removing facilities and equipment from the site. These costs also include temporary construction needed to begin the project (access roads, power, internet, etc.). Typically language in SASD construction contracts limit mobilization and demobilization bid cost to approximately 5 percent to prevent spending an unreasonably large portion of the construction cost prior to construction.



Mobilization/Demobilization: 5% of the Construction Cost Subtotal

3.8 Contingencies

This contingency is used to adjust the Estimated Construction Cost Subtotal such that the total cost will account for unforeseen economic variables that are difficult to quantify or cover portions of work that were not estimated. The percentage used for an overall project will vary depending upon level of effort at various stages of the project. The percentage used is adjusted based upon detailed or lack of detailed geotechnical, utility, and other project details and information. Due to a lack of detailed information during the planning phase, a contingency factor of 30 percent is considered appropriate for planning level costs.

Contingencies for Unknown Conditions: 30% of the Estimated Construction Cost Subtotal.

3.9 Easement Acquisition

The acquisition of easements can vary in cost depending on the incidentals (title reports, appraisals, etc.) and cooperation of the property owners. On average, the cost of acquiring an easement is $7000 per parcel and do not include the price of the easement. Because higher cost construction projects do not necessarily yield proportionally higher costs easements and real estate acquisitions, these costs are separately calculated and excluded from the typical 25% markup for engineering, administration, and legal costs.

Land acquisition is required for any construction area or pipeline located outside of the public right-of-way. However, if the alignment of the trunk sewer is within a new development being constructed, it is assumed that the easement will be granted to SASD as a condition of the development. Therefore no easement acquisition costs will be incurred by SASD.

Easements can vary in cost. SASD usually acquires permanent easements at 50 percent of the land’s fee value as determined by an independent appraiser. Temporary easements are acquired at 10 percent of the appraised fee value for a 12-month usage period. Because of unexpected delays to project schedules, temporary easements are typically obtained six months beyond the need of the easement or a minimum of two years, whichever is greater. To ensure that property owners work with SASD, the minimum price for a temporary construction easement and a permanent easement is $500 and $1,000, respectively. Based on Sacramento County Assessor’s data for 2010, undeveloped land values can greatly depending on the location of property but, averages around $8 per square foot. Being a planning level document and real estate typically representing a small percentage of the project cost, it is appropriate at this level to not distinguish between uses of land and to apply the following costs:

SASD Acquisition Cost : $7,000 per parcel Easements in a Newly Constructed Development: No cost to SASD Temporary Construction Easement (80 feet width) : $0.80 per square foot per year Permanent Easement (20 feet wide for pipelines, 120 x 120 feet for pump station): $4.00 per square

foot



3.10 Engineering, Administration, and Legal Costs

Typically, a markup is applied to the Estimated Construction Cost to account for the various costs in bringing a planning level concept through design, construction, and closeout. The engineering, administration, and legal cost item will account for all reasonably anticipated cost items for both the design and a construction phase, assumed:

Engineering, Administration, and Legal Costs: 25% of the Total Estimated Construction Cost

This cost item includes and excludes the following:

Include:

Project Development Plan 1 & 2 SASD Design/Project Management Flow Monitoring and Capacity Analysis Consultant Design Environmental Clearance (Mitigated Negative Declaration) Permitting Typical Public Outreach Construction Inspection Construction Survey Construction Costs Administration Costs Legal Costs

Does not include:

Program Cost associated with implementing District’s Capital Improvement and Trunk Expansion Programs

Easements nor Real Estate Acquisitions



4. REFERENCES

Tabula Version 3.1.2 King County, Washington, November 10, 2010

CSD-1 Master Plan 2000, Technical Memorandum No. 8B, August 1, 2000

CSD-1 Master Plan 2006, Master Plan TM No. 8B - Cost Research Results, February 23, 2006

SASD Standards and Specifications, June 22, 2011, Version 1.0

County of Sacramento Construction Standard Specification, January 2008

SASD New Construction Bid Summary 2000 to 2010

2010 RSMeans Heavy Construction Cost Data, 24th Annual Edition

Ebidboard.com for public agency construction bids from 2008 to 2010

Engineering News-Record, Construction Cost Index

SASD Sewer Ordinance, April 8, 2011.

Sacramento County Assessor’s Office Commercial and Land Sales for 2010

Interceptor Sequencing Study

COST APPENDIX

Assumption:

January 2011 ENR CCI = average of San Francisco ENR CCI (10116) and 20 Cities ENR CCI (8938)

= 9827

San Fancisco CCI 20 Cities Average CCI Average CCI 2011 Cost Mark Up Factor

9896 8802 9350 1.02

9738 8570 9150 1.04

9363 8310 8840 1.08

9096 7966 8530 1.12

8618 7751 8180 1.16

8309 7446 7880 1.21

8228 7115 7670 1.24

ENR CONSTRUCTION COST INDEX

2005

2004

‐ Adjust cost to January 2011 dollars using Engineering News Record Construction Cost Index (ENR CCI)

‐ Out of the 20 cities ENR produces cost indices for, San Francisco is the city closest to Sacramento.

However, Sacramento costs are typically lower thank San Francisco's cost. Therefore to determine the

ENR CCI for Sacramento, take the average ENR CCI of San Francisco and the 20 cities average.

Year

2010

2009

2008

2007

2006

50% 150%

2010 6‐inch VCP

Lower Silver Creek Flood Protection

and Creek Restoration Project

Interstate 680 to Moss Point Drive

(Reaches 4,5, & 6A)

Santa Clara Valley

Water District405 LF $145 $73 $218 $158 $162 $145 $130 $200

2010 8‐inch VCPFranklin Crossing Major Roads Phase 1

City of Elk Grove 636 LF $69 $34 $103 $65 $66 $58 $70 $67 $112

2007 8‐inch VCP Parke Bridge Trunk Sewer City of Elk Grove 124 LF $160 $80 $240 $155 $174 $150 $116 $375 $194 $160

2006 8‐inch VCPSacramento Housing and

Redevelopment Agency1890 LF $125 $63 $188 $126 $146 $125 $225 $125 $110 $145

2006 8‐inch VCPLaguna Ridge ‐ Whitelock Parkway

Segment 1City of Elk Grove 254 LF $166 $83 $249 $166 $193 $166



2006 8‐inch VCPOlive Avenue Sewer Trunk Extension

County of Sacramento 274 LF $275 $138 $413 $306 $354 $275 $336 $93

2006 8‐inch VCP NVS Phase A1 Infrastructure Sacramento 192 LF $290 $145 $435 $247 $287 $150 $302 $290

2005 8‐inch VCP Laguna Ridge (North Shed C) Sacramento 1730 LF $135 $68 $203 $130 $157 $84 $130 $165 $140

Weighted

AverageConstruction Bid

GRAVITY PIPELINE COST

Adjusted 2011

Cost (ENR CCI

9527)

Year Description Project Jurisdiction Length Unit Median

Costing Range

2005 8 inch VCP Laguna Ridge (North Shed C) Sacramento 1730 LF $135 $68 $203 $130 $157 $84 $130 $165 $140

2010 8‐inch VCP

Gravity Sewer Installation and Sewer

Lift Station Demolition at Oceanhill

Lane from Oceanhill Lane to Beach

Boulevard at Adams Avenue

City of Huntington

Beach335 LF $210 $105 $315 $206 $210 $175 $210 $120 $310 $215

2010 8‐inch VCPCastro Valley Sanitary Trunk Sewer

ProjectCounty of Alameda 254 LF $200 $100 $300 $187 $191 $130 $140 $260 $131 $208 $200 $240

2007 8‐inch VCP Elk Grove ‐ Major Roads City of Elk Grove 5726 LF $50 $25 $75 $50 $56 $48 $46 $50 $57 $48 $48 $109 $86 $55

2007 10‐inch VCP Elk Grove ‐ Major Roads City of Elk Grove 1021 LF $62 $31 $93 $65 $73 $55 $52 $54 $62 $54 $91 $106 $93 $63






2010 12‐inch VCP

Lower Silver Creek Flood Protection


Interstate 680 to Moss Point Drive

(Reaches 4,5, & 6A)

Santa Clara Valley

Water District290 LF $180 $90 $270 $193 $197 $150 $180 $250

2010 15‐inch VCPFranklin Crossing Major Roads Phase 1

City of Elk Grove 1143 LF $91 $46 $137 $87 $89 $75 $92 $90 $92

2008 15‐inch VCPLaguna Ridge Bruceville Road Phase II

City of Elk Grove 1254 LF $96 $48 $144 $95 $103 $145 $94 $96

2006 15‐inch VCPOlive Avenue Sewer Trunk Extension


2006 15‐inch VCP Bruceville Road Segment A City of Elk Grove 649 LF $170 $85 $255 $170 $197 $170


50% 150%

Weighted

AverageConstruction Bid

Adjusted 2011

Cost (ENR CCI

9527)

Year Description Project Jurisdiction Length Unit Median

Costing Range

2006 15‐inch VCPAerojet Interceptor 1B

County of Sacramento 106 LF $358 $179 $536 $346 $402 $255 $330 $415 $385




2009 18‐inch VCP Lake Murray Trunk Sewer City of San Diego 2549 LF $147 $74 $221 $132 $138 $92 $120 $160 $150 $92 $95 $134 $225 $170 $147 $163

2010 18‐inch VCPMagnolia‐Fillmore‐Golden Sewer From

SR‐91 to Cochran AvenueCity of Riverside 1340 LF $175 $88 $263 $164 $167 $121 $140 $150 $183 $120 $185 $175 $195 $205

2010 18‐inch VCPMagnolia‐Fillmore‐Golden Sewer From

SR‐91 to Cochran AvenueCity of Riverside 2075 LF $185 $93 $278 $184 $188 $134 $162 $185 $173 $175 $199 $225 $195 $208



2005 24‐inch VCPNatomas Phase 1


2005 24‐inch VCPNatomas Phase 2

County of Sacramento 1058 LF $600 $300 $900 $526 $636 $451 $1,100 $600













Redevelopment Agency2940 LF $705 $353 $1,058 $693 $804 $720 $640 $535 $705 $867








VCP GRAVITY PIPELINE COSTPipe Size Cost Depth 8' to 16' 16' to 20' 20' to 24' 24' to 28'

6 111.77 8 to 16 $131

8 140.67 8 to 16 $160

10 169.57 8 to 16 $189

12 198.47 8 to 16 $213

15 241.82 8 to 16 $257

18 285.17 16 to 20 $312

21 328.52 16 to 20 $356

24 371.87 16 to 20 $404

27 415.22 16 to 20 $447

30 458.57 20 to 24 $491

33 501.92 20 to 24 $534

36 545.27 20 to 24 $577

MANHOLE COST PER LINEAR FOOT USE THIS FOR GRAVITY PIPELINE COSTAverage Cost Spacing 400 Spacing 500 Pipe Size 8' to 16' 16' to 20' 20' to 24' 24' to 28'

7500 19 15 VCP ‐ 6 135 160 ‐‐‐‐‐‐ ‐‐‐‐‐‐

13500 N/A 27 VCP ‐ 8 160 185 ‐‐‐‐‐‐ ‐‐‐‐‐‐

8000 N/A 16 VCP ‐ 10 190 210 ‐‐‐‐‐‐ ‐‐‐‐‐‐

16000 N/A 32 VCP ‐ 12 220 235 260 285

19000 N/A 38 VCP ‐ 15 255 275 300 325

Manholes

48‐inch Manhole < 16 feet deep Pipe 8‐21

48‐inch Manhole > 16 feet deep Pipe 12‐21

60‐inch Manhole < 16 feet deep Pipe 24<

60‐inch Manhole > 16 feet deep Pipe 24<

72‐inch Manhole > 16 feet deep

y = 14.45x + 25.07R² = 0.538

$0

$200

$400

$600

$800

$1,000

0 5 10 15 20 25 30 35 40

Pipe

Cost

Pipe Diameter (in)

Pipe Cost vs Pipe Diameter

Series1

Linear (Series1)

VCP ‐ 18 285 310 340 370

VCP ‐ 21 330 355 385 415

VCP ‐ 24 365 390 420 450

VCP ‐ 27 395 420 455 490

VCP ‐ 30 430 460 495 530

VCP ‐ 33 465 495 530 565

VCP ‐ 36 495 530 570 610

RCP ‐ 39 530 565 605 645

RCP‐ 42 565 600 640 680

CHECK ‐ MASTER PLAN 2006 ADJUSTED VALUES (ENR CCI 8064)

Adjusted Value VarianceAdjusted

ValueVariance

Adjusted

ValueVariance

Adjusted

ValueVariance

6 ‐‐‐‐‐‐ N/A ‐‐‐‐‐‐ N/A ‐‐‐‐‐‐ N/A ‐‐‐‐‐‐ N/A

8 $177 ‐$17 ‐‐‐‐‐‐ N/A ‐‐‐‐‐‐ N/A ‐‐‐‐‐‐ N/A

10 $201 ‐$11 ‐‐‐‐‐‐ N/A ‐‐‐‐‐‐ N/A ‐‐‐‐‐‐ N/A

12 $224 ‐$4 $236 ‐$1 $260 $0 $284 $1

15 $260 ‐$5 $284 ‐$9 $295 $5 $319 $6

18 $295 ‐$10 $319 ‐$9 $343 ‐$3 $366 $4

21 $331 ‐$1 $354 $1 $378 $7 $402 $13

24 $366 ‐$1 $390 $0 $413 $7 $449 $1

27 $402 ‐$7 $425 ‐$5 $461 ‐$6 $496 ‐$6

30 $437 ‐$7 $461 ‐$1 $496 ‐$1 $532 ‐$2

33 $473 ‐$8 $508 ‐$13 $543 ‐$13 $579 ‐$14

36 $508 ‐$13 $543 ‐$13 $579 ‐$9 $626 ‐$16

39 $532 ‐$2 $579 ‐$14 $614 ‐$9 $662 ‐$17

Check Okay 42 $567 ‐$2 $614 ‐$14 $662 ‐$22 $709 ‐$29

24' to 28'

Pipe Size

8' to 16' 16' to 20' 20' to 24'

y = 14.45x + 25.07R² = 0.538

$0

$200

$400

$600

$800

$1,000

0 5 10 15 20 25 30 35 40

Pipe

Cost

Pipe Diameter (in)

Pipe Cost vs Pipe Diameter

Series1

Linear (Series1)

Assumption:

‐ Force mains to be in depth range of 4 to 16 feet. Force mains located deeper than 16 feet, use unit cost for gravity pipe.

‐ Force main to be ductile iron pipe.

‐ Air release valves and manhole vault to be installed every 3000 feet (included in unit price for force main).

Total CostCost Per Linear Foot

Use

CY $/CY CY $/CY CY $/CY LF $/LF LF $/LF CY $/CY CY $/CY CY $/CY LS $/LS $ $/LF $/LF

500 $4.00 1222 $28.70 444 $15.00 1000 $4.00 1000 $36.41 110 $45.00 170 $28.70 942 $45.00 367 $12.00 $140,783 $141 $140

500 $4.00 1889 $28.70 1111 $15.00 1000 $4.00 1000 $36.41 110 $45.00 170 $28.70 1609 $45.00 567 $8.00 $200,050 $200 $200

500 $4.00 1222 $28.70 444 $15.00 1000 $4.00 1000 $42.24 110 $45.00 170 $28.70 942 $45.00 367 $12.00 $146,613 $147 $150

500 $4.00 1889 $28.70 1111 $15.00 1000 $4.00 1000 $42.24 110 $45.00 170 $28.70 1609 $45.00 567 $8.00 $205,880 $206 $205

500 $4.00 1222 $28.70 444 $15.00 1000 $4.00 1000 $46.20 110 $45.00 170 $28.70 942 $45.00 367 $12.00 $150,573 $151 $160

500 $4.00 1889 $28.70 1111 $15.00 1000 $4.00 1000 $46.20 110 $45.00 170 $28.70 1609 $45.00 567 $8.00 $209,840 $210 $210

500 $4.00 1222 $28.70 444 $15.00 1000 $4.00 1000 $62.70 110 $45.00 170 $28.70 942 $45.00 367 $12.00 $167,073 $167 $170

500 $4.00 1889 $28.70 1111 $15.00 1000 $4.00 1000 $62.70 110 $45.00 170 $28.70 1609 $45.00 567 $8.00 $226,340 $226 $225

500 $4.00 1222 $28.70 444 $15.00 1000 $4.00 1000 $78.10 110 $45.00 170 $28.70 942 $45.00 367 $12.00 $182,473 $182 $180

667 $4.00 1889 $28.70 1111 $15.00 1000 $4.00 1000 $78.10 110 $45.00 170 $28.70 1609 $45.00 567 $8.00 $242,407 $242 $240

667 $4.00 1630 $28.70 593 $15.00 1000 $4.00 1000 $107.80 150 $45.00 220 $28.70 1260 $45.00 489 $12.00 $245,740 $246 $245

667 $4.00 2519 $28.70 1481 $15.00 1000 $4.00 1000 $107.80 150 $45.00 220 $28.70 2149 $45.00 756 $8.00 $324,762 $325 $325

667 $4.00 1630 $28.70 593 $15.00 1000 $4.00 1000 $138.38 150 $45.00 220 $28.70 1260 $45.00 489 $12.00 $276,315 $276 $275

667 $4.00 2519 $28.70 1481 $15.00 1000 $4.00 1000 $138.38 150 $45.00 220 $28.70 2149 $45.00 756 $8.00 $355,337 $355 $355

667 $4.00 1630 $28.70 593 $15.00 1000 $4.00 1000 $163.13 150 $45.00 220 $28.70 1260 $45.00 489 $12.00 $301,065 $301 $300

667 $4.00 2519 $28.70 1481 $15.00 1000 $4.00 1000 $163.13 150 $45.00 220 $28.70 2149 $45.00 756 $8.00 $380,087 $380 $380

667 $4.00 1630 $28.70 593 $15.00 1000 $4.00 1000 $214.88 150 $45.00 220 $28.70 1260 $45.00 489 $12.00 $352,815 $353 $355

667 $4.00 2519 $28.70 1481 $15.00 1000 $4.00 1000 $214.88 150 $45.00 220 $28.70 2149 $45.00 756 $8.00 $431,837 $432 $430

Use these cost for force mains

60‐inch Manhole < 16 feet deep

Cost

$8,000

Pavement Removal/Temporary

Replacement

Trench Excavation

DewateringARV Installation and Manhole

Pipe and Installation

Pipe BeddingIntermediate Backfill &

Compaction

140 200

Backfill & Compaction

Hauling of Excess Native

Material

Less than 10 Feet Deep

Cost ($/lf)

10 to 16 Feet Deep

Cost ($/lf)

8" DIP 10 to 16 feet deep

10" DIP less than 10 feet deep









225

240

18

150

160

170

180

245

275

21

24

Cost per LF Based on Spacing of 3,000 feet

Air Release Valve ‐ ARI Nylon D‐206

8

10

12

380

430

325

355

300

355

205

210

$2,500

$4

FORCE MAIN COST

Force main

15

Force Main Diameter (in)4






Description




Assumptions:

‐ Bore and jack unit cost does not include jacking and receiving pit cost.

Steel Casing Pipe Diameter

(in)

Bore and Jack Cost ($/lf)


Cost ($/lf)

Total Bore and Jack Cost ($/lf)

Use this for Bore and Jack Unit Cost

($/lf)

36 575 $40.50 $616 $615

36 575 $51.50 $627 $625

36 575 $56.00 $631 $630

36 575 $78.00 $653 $655

42 625 $42.50 $668 $670

43 675 $46.50 $722 $720

49 735 $58.00 $793 $795

51 765 $79.00 $844 $845

56 800 $87.50 $888 $890

59 845 $100.25 $945 $945

64 925 $113.00 $1,038 $1,040

68 980 $124.00 $1,104 $1,105

72 1030 $135.00 $1,165 $1,165

39

42

BORE AND JACK COST

‐ Bore and jack unit cost include mobilization and demobilization cost and carrier pipe and

installation cost.

21

24

27

30

33

36

Carrier Pipe Diameter

(in)

8

10

12

15

18

Assumptions:

MOBILIZATION AND DEMOBILIZATIONTypical mobilization cost approximately $44,000 per day.

MICROTUNNEL

Tunnel Diameter

(in)

Microtunnel Unit Cost($/lf)

Use this for Microtunnel Unit Cost($/lf)

8 $819 $820

10 $819 $820

12 $819 $820

15 $847 $845

18 $847 $845

21 $893 $895

24 $982 $980

27 $982 $980

30 $982 $980

33 $982 $980

36 $982 $980

39 $982 $980

42 $982 $980

36 $1,023 $1,025

36 $1,034 $1,035

36 $1,038 $1,040

36 $1,060 $1,060

42 $1,025 $1,025

43 $1,029 $1,030

49 $1,060 $1,060

51 $1,124 $1,125

56 $1,154 $1,155

59 $1,240 $1,240

64 $1,336 $1,335

68 $1,479 $1,470

72 $1,702 $1,700

MICROTUNNELING COST

2.5

4

6

$110,000

$180,000

$260,000

‐ Average production rate is 32 to 60 feet per day.

‐ Unit price of microtunnel includes the cost of bore and carrier pipe. Mobilization and demobilization is separate.‐ Smaller pipelines (15‐inch diameter or smaller) will be using microtunneling for force mains, pipe material will be

ductile iron.‐ Larger pipeline (18‐inch diameter or greater) will be using microtunneling for trunk sewers, pipe material will be

reinforced concrete.‐ Jacking and receiving pits will be separate items and are not included in the unit cost of pipe ramming.

Mobilization/Demobilization ($/Day)

Mobilization/Demobilization Cost(Job)

Traveling Days

$44,000

$44,000

Bore Hole Diameter

Less than 24‐inch

24 to 48‐inch

$44,000

$0.00

$0.00

$0.00

$113.00

$124.00

$135.00

$42.50

$46.50

$58.00

$79.00

$87.50

$100.25

Carrier Pipe($/lf)

$0.00

$0.00

$0.00

$0.00

$0.00

$916.67

$936.17

$1,000.00

$880.00

$880.00

$880.00

$880.00

$880.00

$880.00

$0.00

$0.00

$40.50

$51.50

$56.00

$78.00

$0.00

$0.00

$0.00

$12.40

$12.40

$1,073.17

$1,189.19

$1,375.00

$880.00

$880.00

$880.00

$880.00

$880.00

$897.96

$15.50

$15.83

$16.91

$18.15

$12.40

$12.40

$12.40

$12.40

$12.40

$12.40

$145.95

$168.75

$10.33

$10.33

$10.33

$10.69

$10.69

$11.27

$90.00

$90.00

$90.00

$91.84

$112.50

$114.89

$90.00

$90.00

$90.00

$90.00

$20.11

$23.25

$90.00

$90.00

$12.40

$12.65

Equipment Technician

($/lf)

Casing Installation

($/lf)

$75.00

$77.59

$77.59

$81.82

41

50

50

50

$12.40

$12.40

$12.40

$12.40

$122.73

$131.71

$733.33

$733.33

$733.33

$758.62

$758.62

$800.00

$880.00

$880.00

37

32

Tunnel Equipment

($/lf)

$75.00

$75.00

$90.00

$90.00

$90.00

$90.00

50

50

49

48

47

44

50

50

50

50

50

50

55

50

50

33 ‐ RCP

36 ‐ RCP

39 ‐ RCP

42 ‐ RCP

Tunnel Production Rate

(lf/day)

60

60

60

58

58

15‐ DIP

18 ‐ RCP

21 ‐ RCP

24 ‐ RCP

27 ‐ RCP

30 ‐ RCP

‐‐‐‐‐‐

‐‐‐‐‐‐

‐‐‐‐‐‐

8 ‐ DIP

10 ‐ DIP

12 ‐ DIP

‐‐‐‐‐‐

‐‐‐‐‐‐

‐‐‐‐‐‐

‐‐‐‐‐‐

‐‐‐‐‐‐

‐‐‐‐‐‐

Greater than 48‐inch

Pipe Diameter

(in)

‐‐‐‐‐‐

‐‐‐‐‐‐

‐‐‐‐‐‐

‐‐‐‐‐‐

Assumptions:

Pipe Ramming Cost 2000 (ENR

CCI 6474)($/lf)

Adjusted Pipe Ramming Cost (ENR CCI 9527)

($/lf)

Pipe Size


Cost($/lf)

Pipe Type

Total Pipe Ramming

Cost($/lf)

Use this for Pipe

Ramming Cost ($/lf)

$180 $265 8‐inch $40.50 DIP $305 $305

$200 $294 10‐inch $51.50 DIP $346 $345

$220 $324 12‐inch $56.00 DIP $380 $380

$260 $383 15‐inch $78.00 DIP $461 $460

$315 $464 18‐inch $42.50 RCP $506 $505

$315 $464 21‐inch $46.50 RCP $510 $510

$330 $486 24‐inch $58.00 RCP $544 $545

$365 $537 27‐inch $79.00 RCP $616 $615

$390 $574 30‐inch $87.50 RCP $661 $660

$420 $618 33‐inch $100.25 RCP $718 $720

$480 $706 36‐inch $113.00 RCP $819 $820

$520 $765 39‐inch $124.00 RCP $889 $890

$560 $824 42‐inch $135.00 RCP $959 $960

71‐inch

76‐inch

80‐inch

84‐inch

‐ Pipe ramming is most useful in short drives and shallow applications.

‐ Mobilization and demobilization cost will be included in the unit price of pipe ramming.

‐ Pipe installation cost will also be include in the price of pipe ramming.

‐ Smaller pipelines (15‐inch diameter or smaller) will be using pipe ramming for force mains, pipe material will

be ductile iron.

‐ Larger pipelines (18‐inch diameter or greater) will be using pipe ramming for trunk sewers, pipe material

will be reinforced concrete.

‐ Jacking and receiving pits will be separate items and are not included in the unit cost for pipe ramming

47‐inch

55‐inch

56‐inch

61‐inch

63‐inch

68‐inch

42‐inch

‐ Casing to accommodate carrier pipe bell plus 12 inches.

‐ Due to the lack of available cost information on pipe ramming, unit price cost for pipe ramming will be

obtained from ENR CCI adjustments from Master Plan 2000.

PIPE RAMMING COST

Casing Size

37‐inch

40‐inch

Assumption:

‐ Adjust unit pricing from SASD Master Plan 2000 based on ENR CCI.

No

Groundwater

High

Groundwater

Undeveloped

Area (LF)

High

Groundwater

Developed

Area (LF)

No

Groundwater

High

Groundwater

Undeveloped

Area (LF)

High

Groundwater

Developed

Area (LF)

No

Groundwater

High

Groundwater

Undeveloped

Area (LF)

High

Groundwater

Developed

Area (LF)

Baseline 20 50 Baseline $29 $74 Baseline $30 $75




Check Sheet Piles at 24 to 28 feet

Pipe depth at 26 feet, excavation depth at 27 feet

Sheet Piles 25' deep excavation range =$26.50 sf

drive, extract, and salvage

Sheet Piles = $715.50 compared to $710/lf

okay

20 to 24

24 to 28

‐ There is limited information on project cost for sheeting and shoring. Projects are typically bid on a lump sum basis and therefore making it

difficult to determine actual sheeting and shoring cost.

ADDITIONAL SHEETING AND SHORING COST

Master Plan 2000 (ENR CCI 6474) Unit Cost Adjustment (ENR CCI 9827) Use these Unit Cost for System Capacity Plan

Depth (ft)

8 to 16

16 to 20

Assumptions:

Typical cost for 2000 feet of pipeline installation on major road

Quantity Unit Cost Unit CostTraffic Control Design 1 $25,000.00 LS $25,000.00

2000 $24.00 LF $48,000.00

Portable Changeable Message 1 $10,000.00 EA $10,000.00

Channelizer/Crash barrels 1 $5,000.00 LS $5,000.00

Total $88,000.00

$44.00

$45/LF

K‐Type Rail

Description

Price per Linear Foot

Use this for traffic control

‐ Minor traffic control consisting of two‐way flagging, construction area signs, traffic cones, and

channelizers are included in the pipe installation cost.

‐ Additional traffic control to be used on major roads. Major roads have 4 or more lanes.

‐ Because traffic control is usually bid as a lump sum item, it is difficult to determine traffic control

costs from previous project bids. Therefore traffic control cost are obtained from catalogued unit

items.

ADDITIONAL TRAFFIC CONTROL COST

50% 150%

2010 HydroseedingLower Silver Creek Flood Protection


Santa Clara

Valley Water

District

84330 SF $0.25 $0.13 $0.38 $0.27 $0.27 $0.28 $0.10 $0.25



Santa Clara

Valley Water

District

38500 SF $0.15 $0.08 $0.23 $0.13 $0.13 $0.15 $0.10 $0.25



Santa Clara

Valley Water

District

7900 SF $0.13 $0.07 $0.20 $0.12 $0.12 $0.13 $0.10 $0.25



Santa Clara

Valley Water

District

26200 SF $0.12 $0.06 $0.18 $0.11 $0.11 $0.10 $0.12 $0.25

2009 Hydroseeding Metro Air Park Gravity ConnectorCounty of

Sacramento2 AC $2,500.00 $1,250.00 $3,750.00 $2,266.67 $0.05 $2,500.00 $1,800.00 $6,000.00 $2,500.00

2009 Hydroseeding Metro Air Park Force MainCounty of

Sacramento12 AC $1,700.00 $850.00 $2,550.00 $1,764.05 $0.04 $1,700.00 $1,600.00 $2,000.00 $1,250.00 $1,900.00 $1,250.00 $1,635.00 $1,600.00 $2,900.00 $2,100.00 $1,700.00 $2,525.87 $1,907.75

Average $0.12

Use $0.25 per SF

Adjusted to 2011 Cost (ENR 9527)

($/SF)Construction Bid

REVEGETATION COST

Bid Year

Description Project Jurisdiction Quantity Unit Median

Cost Range

Weighted Average

Assumption:

‐ Minimum forcemain velocity is 3 feet per second. Maximum forcemain velocity is 8 feet per second.

‐ Maximum discharge pressure is 80 psi.

Pump Station

Flow (MGD)

Flow (GPM)

Velocity(fps)

Nominal Pipe Size

(in)

Pipe Inside Diameter

(in)

Pipe Length(ft)

Friction Head(ft)

C=130

Static Head(ft)

Minor Head(ft)

TDH(psi)

Discharge Pressure(psi)

Pump Horse Power

(hp)1 MGD 1.00 694 7.9 6 6.0 500 19 47 0 65 29 23

1 MGD 1.00 694 7.9 6 6.0 3,600 136 47 0 183 80 64

1 MGD 1.00 694 4.4 8 8.0 500 5 47 0 51 22 18

1 MGD 1.00 694 4.4 8 8.0 14,300 134 47 0 180 79 63

2 MGD 2.00 1,389 5.7 10 10.0 500 6 47 0 52 23 37

2 MGD 2.00 1,389 5.7 10 10.0 12,000 137 47 0 183 80 128

2 MGD 2.00 1,389 3.9 12 12.0 500 2 47 0 49 21 34

2 MGD 2.00 1,389 3.9 12 12.0 20,000 94 47 0 140 62 98

3 MGD 3.00 2,083 5.9 12 12.0 500 5 47 0 51 23 54

3 MGD 3.00 2,083 5.9 12 12.0 13,800 137 47 0 183 80 193

3 MGD 3.00 2,083 3.8 15 15.0 500 2 47 0 48 21 51

3 MGD 3.00 2,083 3.8 15 15.0 20,000 67 47 0 114 50 119

4 MGD 4.00 2,778 5.0 15 15.0 500 3 47 0 49 22 69

4 MGD 4.00 2,778 5.0 15 15.0 20,000 114 47 0 161 70 225

4 MGD 4.00 2,778 3.5 18 18.0 500 1 47 0 48 21 67

4 MGD 4.00 2,778 3.5 18 18.0 20,000 47 47 0 94 41 131

5 MGD 5.00 3,472 6.3 15 15.0 500 4 47 0 51 22 89

5 MGD 5.00 3,472 6.3 15 15.0 15,700 135 47 0 182 80 319

5 MGD 5.00 3,472 4.4 18 18.0 500 2 47 0 48 21 85

5 MGD 5.00 3,472 4.4 18 18.0 20,000 71 47 0 118 52 206

5 MGD 5.00 3,472 3.2 21 21.0 500 1 47 0 47 21 83

5 MGD 5.00 3,472 3.2 21 21.0 20,000 34 47 0 80 35 140

6 MGD 6.00 4,167 7.6 15 15.0 500 6 47 0 53 23 111

6 MGD 6.00 4,167 7.6 15 15.0 11,300 137 47 0 183 80 385

6 MGD 6.00 4,167 5.3 18 18.0 500 2 47 0 49 21 103

6 MGD 6.00 4,167 5.3 18 18.0 20,000 100 47 0 146 64 307

6 MGD 6.00 4,167 3.9 21 21.0 500 1 47 0 48 21 100

6 MGD 6.00 4,167 3.9 21 21.0 20,000 47 47 0 94 41 197

6 MGD 6.00 4,167 3.0 24 24.0 500 1 47 0 47 21 99

6 MGD 6.00 4,167 3.0 24 24.0 20,000 25 47 0 71 31 150

PUMP STATION COST (1 MGD to 10 MGD)

Pump Station

Flow (MGD)

Flow (GPM)

Velocity(fps)

Nominal Pipe Size

(in)

Pipe Inside Diameter

(in)

Pipe Length(ft)

Friction Head(ft)

C=130

Static Head(ft)

Minor Head(ft)

TDH(psi)

Discharge Pressure(psi)

Pump Horse Power

(hp)7 MGD 7.00 4,861 6.1 18 18.0 500 3 47 0 50 22 122

7 MGD 7.00 4,861 6.1 18 18.0 20,000 132 47 0 179 78 439

7 MGD 7.00 4,861 4.5 21 21.0 500 2 47 0 48 21 118

7 MGD 7.00 4,861 4.5 21 21.0 20,000 63 47 0 109 48 268

7 MGD 7.00 4,861 3.4 24 24.0 500 1 47 0 47 21 116

7 MGD 7.00 4,861 3.4 24 24.0 20,000 33 47 0 79 35 194

8 MGD 8.00 5,556 7.0 18 18.0 500 4 47 0 51 22 142

8 MGD 8.00 5,556 7.0 18 18.0 16,000 136 47 0 182 80 511

8 MGD 8.00 5,556 5.1 21 21.0 500 2 47 0 49 21 136

8 MGD 8.00 5,556 5.1 21 21.0 20,000 80 47 0 127 56 355

8 MGD 8.00 5,556 3.9 24 24.0 500 1 47 0 48 21 133

8 MGD 8.00 5,556 3.9 24 24.0 20,000 42 47 0 88 39 248

8 MGD 8.00 5,556 3.1 27 27.0 500 1 47 0 47 21 132

8 MGD 8.00 5,556 3.1 27 27.0 20,000 24 47 0 70 31 197

9 MGD 9.00 6,250 7.9 18 18.0 500 5 47 0 52 23 163

9 MGD 9.00 6,250 7.9 18 18.0 13,000 137 47 0 183 80 579

9 MGD 9.00 6,250 5.8 21 21.0 500 2 47 0 49 21 155

9 MGD 9.00 6,250 5.8 21 21.0 20,000 100 47 0 146 64 461

9 MGD 9.00 6,250 4.4 24 24.0 500 1 47 0 48 21 151

9 MGD 9.00 6,250 4.4 24 24.0 20,000 52 47 0 98 43 311

9 MGD 9.00 6,250 3.5 27 27.0 500 1 47 0 47 21 149

9 MGD 9.00 6,250 3.5 27 27.0 20,000 29 47 0 76 33 239

10 MGD 10.00 6,944 6.4 21 21.0 500 3 47 0 50 22 174

10 MGD 10.00 6,944 6.4 21 21.0 20,000 121 47 0 167 73 587

10 MGD 10.00 6,944 4.9 24 24.0 500 2 47 0 48 21 169

10 MGD 10.00 6,944 4.9 24 24.0 20,000 63 47 0 110 48 385

10 MGD 10.00 6,944 3.9 27 27.0 500 1 47 0 47 21 166

10 MGD 10.00 6,944 3.9 27 27.0 20,000 36 47 0 82 36 288

10 MGD 10.00 6,944 3.2 30 30.0 500 1 47 0 47 21 165

10 MGD 10.00 6,944 3.2 30 30.0 20,000 21 47 0 68 30 238

‐ Based on the table above, TDH ranges for low, medium, and high pump stations are

Low head pump station = less than 60 TDH

Medium head pump station = 60 to 120 THD

High head pump station =120 or greater pump station

‐ Use Tabula 3.1.2 to calculate pump station cost

‐ Use TDH of 50 feet, 100 feet, 180 feet to represent low, medium, and high head

Pump Station Cost Using Tabula 3.1.2

50 feet TDH (ENR CCI 8815)

15 feet 20 feet 25 feet 30 feet 35 feet 40 feet 45 feet<1 MGD $430,000 $430,000 $430,000

1 to 2 MGD $739,000 $751,000 $745,000

2 to 3 MGD $1,040,000 $1,170,000 $1,105,000

3 to 4 MGD $1,490,000 $1,670,000 $1,580,000

4 to 5 MGD $1,790,000 $2,010,000 $1,900,000

5 to 6 MGD $2,350,000 $2,620,000 $2,485,000

6 to 7 MGD $2,680,000 $3,000,000 $2,840,000

7 to 8 MGD $3,360,000 $3,720,000 $3,540,000

8 to 9 MGD $3,720,000 $4,130,000 $3,925,000

9 to 10 MGD $4,080,000 $4,530,000 $4,305,000*Add 20% markup to account for variability in small pump stations



1 to 2 MGD $896,000 $912,000 $904,000

2 to 3 MGD $1,250,000 $1,380,000 $1,315,000

3 to 4 MGD $1,740,000 $1,920,000 $1,830,000

4 to 5 MGD $2,080,000 $2,310,000 $2,195,000

5 to 6 MGD $2,680,000 $2,950,000 $2,815,000

6 to 7 MGD $3,040,000 $3,360,000 $3,200,000

7 to 8 MGD $3,760,000 $4,120,000 $3,940,000

8 to 9 MGD $4,150,000 $4,560,000 $4,355,000




1 to 2 MGD $1,130,000 $1,140,000 $1,135,000

2 to 3 MGD $1,570,000 $1,710,000 $1,640,000

3 to 4 MGD $2,150,000 $2,330,000 $2,240,000

4 to 5 MGD $2,580,000 $2,810,000 $2,695,000

5 to 6 MGD $3,260,000 $3,530,000 $3,395,000

6 to 7 MGD $3,700,000 $4,020,000 $3,860,000

7 to 8 MGD $4,500,000 $4,860,000 $4,680,000

8 to 9 MGD $4,970,000 $5,380,000 $5,175,000


$5,600,000$6,100,000

$5,592,992

$6,122,570

$5,058,010 $5,100,000

$850,000*$1,200,000$1,800,000$2,400,000

$4,171,778

$1,226,676

$2,900,000$3,700,000$4,200,000

$1,772,465

$846,892

$2,420,928

$2,912,679

$3,669,219

$4,706,760

$5,149,876

$3,000,000$3,500,000$4,300,000$4,700,000$5,100,000

$4,700,000

Adjusted PS Cost (ENR CCI 9527) Medium Head

Use these Medium Head Pump Station

Adjusted PS Cost (ENR CCI 9527) High Head

Use these High Head Pump

Station Values

$676,995

$977,017

$1,421,214

$1,977,812

$2,372,293

$3,042,372

$680,000*$980,000$1,400,000$2,000,000$2,400,000

$2,100,000$2,700,000$3,100,000$3,800,000$4,200,000

Use these Low Head Pump

Station Values$560,000*$810,000$1,200,000$1,700,000

Average PS Cost

Medium

Average PS Cost Low Head

Average PS Cost High Head

Adjusted PS Cost (ENR CCI 9527) Low Head$557,678

$805,175

$1,194,252

$1,707,619

$2,053,466

$2,685,717

$3,069,391

$3,825,931

$4,242,028

$4,652,721

$3,458,469

$4,258,239

PS Firm Capacity

Wet Well Depth

PS Firm Capacity

Wet Well Depth

PS Firm Capacity

Wet Well Depth

QUANTITY UNIT COST UNIT COST1 20000 LS $20,000

1 4000 LS $4,000

1600 1.01 SY $1,616

1 10000 LS $10,000

1600 26.28 SY $42,048

522 71.5 Ton $37,323

435 47.5 LF $20,663

2 3600 EA $7,200

1 800 EA $800

1 5000 EA $5,000

1 4000 EA $4,000

1 85000 LS $85,000

100 160 LF $16,000

1 8500 EA $8,500

1 75000 $75,000

1 25000 $25,000

1 100000 $100,000

1 50000 $50,000

2 15000 $30,000

1 10000 LS $10,000

$0

$0

Total $552,150 compared to $560,000

okay

Check Pump Station Cost Against Previously Built Projects

‐ 50% + 50%2004 3.6 mgd Low 1,225,000.00 612,500 1,837,500 1,242,361 1,540,528 1,700,000 1,011,637 1,127,349 1,205,000 1,058,500 1,193,700 1,142,200 1,309,000 1,372,725 1,225,000 1,399,000 1,348,818 1,351,194 1,406,573

2004 8.7 mgd 5,557,945.50 2,778,973 8,336,918 5,227,223 6,481,756 5,600,000 3,566,500 4,938,641 6,177,250 6,226,500

2007 .7 mgd High 1,046,460.00 523,230 1,569,690 1,065,596 1,193,467 710,000 895,454 1,268,410 875,540 1,261,250 940,200 1,152,720

2007 .7 mgd High 875,580.00 437,790 1,313,370 911,765 1,021,177 710,000 840,330 900,460 804,300 1,064,900 850,700 1,009,900

2008 2 mgd 727,000.00 363,500 1,090,500 736,823 795,769 810,000 767,270 716,200 727,000

2008

0.5 mgd

Low 511,195.00 255,598 766,793 560,557 605,401 460,000 697,264 511,195 473,211

2008 1.6 mgd High 1,395,050.00 697,525 2,092,575 1,353,081 1,461,328 1,200,000 1,436,300 1,328,566 1,384,200 1,466,200 1,593,960 950,530 1,297,320 1,152,399 1,247,300 1,536,199 1,438,100 1,405,900

2008 1.6 mgd High 1,358,775.00 679,388 2,038,163 1,301,271 1,405,373 1,200,000 1,425,675 1,234,855 1,380,050 1,376,650 1,473,100 1,024,350 1,258,575 1,083,392 1,102,800 1,488,133 1,340,900 1,426,775

2011 0.5 mgd Low 508,700.00 254,350 763,050 482,633 482,633 460,000 290,500 429,800 512,700 572,000 330,000 508,700 595,000 454,000 651,000

2004 3.6 mgd 1,242,361 1,540,528 1,011,637 1,254,430 1,700,000 ‐26.21%

2004 8.7 mgd 5,227,223 6,481,756 3,566,500 4,422,460 5,600,000 ‐21.03%

2007 .7 mgd 1,065,596 1,193,467 875,540 980,605 850,000 15.37%

2007 .7 mgd 911,765 1,021,177 804,300 900,816 850,000 5.98%

2008 2 mgd 736,823 795,769 767,270 828,652 970,000 ‐14.57%

2008 0.5 mgd 560,557 605,401 697,264 753,045 550,000 36.92%

2008 1.6 mgd 1,353,081 1,461,328 1,297,320 1,401,106 1,200,000 16.76%

2008 1.6 mgd 1,301,271 1,405,373 1,258,575 1,359,261 1,200,000 13.27%

2011 0.5 mgd 482,633 482,633 454,000 454,000 550,000 ‐17.45%

Pump Station Bids

Bid Year Pump Station Capacity

Creek Protection Project ‐ Arcade Creek

Weighted Average Bid

Adjusted Average Bid 2011(ENR CCI 2011 9527)

Actual Cost of Pump Station

Adjusted Actual Cost of PS (ENR CCI 2011)

S144 ‐ Wilson Road Pump Station

S145 ‐ Lambert Road Pump Station

S142 ‐ Elk Grove Promenade

S143 ‐ Florin Mall Lift Station

S146 ‐ Walnut Grove Pump Station

S147 ‐ Cameron Road Pump Station

Weighted Average Bid

Adjusted Average Bid 2011(ENR CCI

2011 9527)

Comparison Pump Station Cost

S132 ‐ Chrysanthy Pump Station

S129 ‐ Fruitridge Center Pump Station

Comparison Pump Station Cost

Variance

S146 ‐ Walnut Grove Pump Station

S147 ‐ Cameron Road Pump Station

Creek Protection Project ‐ Arcade Creek

Acceptable Bid Range

S132 ‐ Chrysanthy Pump Station

S129 ‐ Fruitridge Center Pump Station

S144 ‐ Wilson Road Pump Station

S145 ‐ Lambert Road Pump Station

S142 ‐ Elk Grove Promenade

S143 ‐ Florin Mall Lift Station

Bid Year Pump Station Capacity PS Head Medium Bid

Check Pump Station ‐ 1 mgd Low Head

Dewatering

Electrical Panel Canopy

Bypassing

Valve Vault and Bypass Vault

Wet Well

Discharge Manhole (MH + PVC Lining)

Sewer Gravity Pipe (8‐inch diameter)

DESCRIPTION

Clearing and Grubbing

Mobilization

Grading, Excavation, Site Preparation

Aggregate Base for PS Pad (120' x 120')

Asphalt for PS Pad (120' x 120')

Site Piping

Pump 20 Hp

Start Up and Testing

Generator

Odor Control

Electrical, Lighting, and Instrumentation

Chain link fence

20' Chain link Swing Gate

5' Chain link Man Entry Gate

Wash Pad

COMMERCIAL LAND SALESAddress Sale Price Sale Date SF $/SF

6451 Stockton Bl $615,000 7/23/2010 107,288 $5.73

Augusta Wy $72,500 10/29/2010 10,683 $6.79

0000 Reese Rd $46,500 2/17/2010 12,000 $3.88

1200 Creekside Dr $2,200,000 6/22/2010 151,589 $14.51

0000 Creekside Dr $820,620 8/13/2010 68,389 $12.00

0000 Iron Point Rd $2,475,000 6/24/2010 584,531 $4.23

0000 Recycle Rd $250,000 6/30/2010 53,302 $4.69

6915 Elk Grove Bl $2,000,000 7/30/2010 176,804 $11.31

8706 W Stockton Bl $1,250,000 6/8/2010 629,573 $1.99

8706 W Stockton Bl $1,250,000 6/8/2010 629,573 $1.99

8980 Grant Line Rd $602,000 10/15/2010 171,191 $3.52

8980 Grant Line Rd $602,000 10/15/2010 171,191 $3.52

8980 Grant line Rd $602,000 10/15/2010 171,191 $3.52

Laguna Grove Dr $1,300,000 3/24/2010 240,887 $5.40

9770 Auto City Dr $1,084,000 5/21/2010 246,550 $4.40

0000 Sunrise Bl $29,900 11/22/2010 22,758 $1.31

Greenback Ln $100,000 2/25/2010 25,657 $3.90

100 Promenade Cir $5,000,000 4/27/2010 560,182 $8.93

10635 Fair Oaks Bl $350,000 9/3/2010 36,590 $9.57

1544 Hood Rd $368,000 2/19/2010 75,460 $4.88

$5.80 per SFAverage Commericial Cost

NotesSubject property is a vacant, level, in‐fill commercial lot. Plans approved for a 24,700

sqft retail/office center.

Brokered all cash sale to the Catholic Church which owns the adjacent parcel to the

west of the subject. Subject property has been marketed and listed as apartment

Across the street from Mercy Hospital Folsom, plans to construction medical office

bldg.

Arms length transaction thru broker. Vacant office land across the street from

Mercy Folsom Hospital. Purchased for investment.This was an REO sale. The buyer does not have immediate plans for the land at this

time.

Auto salvage yard.

Unimproved 4‐acre parcel on north side of Elk Grove Blvd about 1/4 mile west of

Bruceville. Buyer plans 110,000 sq ft, 2‐story senior assisted living residential care

facility. Seller paid all expenses relating to new parcel map and entitlements. Seller

117‐0220‐025‐0000 to hold for re‐entitlement and sell. Purchase with tentative map

per Comps. MP03 Proposed residential development sold with tentative map to

developer for re‐entitlement and re‐sale to builder. Buyer also purchased adjacent

Assemblage, sale out of foreclosure, Full off‐sites, Purchased by Kaiser Foundation

for future medical office building. Buyer states there is no particular timeline for

construction. Subject is located in the Promenade at Gateway Sacramento which is

Direct from seller. Subject located on a very, busy street. The topography is mostly

level with some sloping. No site improvements. Vacant land located on the corner

of Fair Oaks and Central Ave. This corner has a 4‐way stop and is very busy. The

developed for apartments. Some infrastructure in place, road, some electrical and

water. Property was foreclosed on 20091001 and taken by Unite Commercial Bank

as Receiver for East West Bank. Property was listed thru MLS and Loopnet. Buyer

Brokered all Cash Sale. First open market sale after internal (Chrysler) CIOS

conveyance pursuant to US Bankruptcy Court. Per Blake Snider (405‐8000), sales

price based upon negotiations. Listed @ $11 psf. No freeway visibility.

Brokered cash REO Sale. Confirmed w/Andrew Pfeifer VP 305‐779‐4075 arms length

transaction. Proposed Hyundai dealership ‐ relocating from Florin Rd. MP03

contiguous vacant parcels.

MP2 Brokered cash sale. One parcel in flood zone. The parcels located in busy and

noisy intersection. Per telephone conversation with the listing agent, Carlos

Skozlows at Coldwell Banker. The other parcel needs off‐sites improvements.

No broker involved in the purchased of the subject property. The subject vacant

land has no street frontage and is landlocked behind parcel #223‐0142‐044‐0000.

Currently, the vacant land is used for storage of containers and cars. The owners of

parcel #223‐0142‐044‐0000, purchased the subject vacant land. Unable to verified

REAL ESTATE COST

RESIDENTIAL LAND SALESAddress Sale Price Sale Date Sale Date

2100 6Th St $100,000 4/20/2010 12/2/2010

0 57Th St $75,000 6/11/2010 12/30/2010

2931 39Th St $30,000 6/28/2010 3/31/2010

3833 36Th St $20,000 12/6/2010 12/30/2010

4082 73Rd St $29,000 5/7/2010 1/28/2010

4440 52Nd St $45,000 3/10/2010 11/2/2010

4208 Sierra Vista Av $5,000 10/13/2010 9/29/2010

0 Enrico Bl $50,000 6/30/2010 7/7/2010

5115 64Th St $4,000 12/6/2010 6/4/2010

29 Bunratty Ct $35,000 7/19/2010 6/4/2010

978 Briarcrest Wy $60,000 3/23/2010 6/4/2010

0 Pocket Rd $850,000 11/29/2010 6/4/2010

7713 E Shore Dr $219,000 2/10/2010 6/4/2010

6565 Lang Av $75,000 12/27/2010 5/10/2010

0 Hing Av $10,000 4/14/2010 3/15/2010

0 Citrus Av $20,000 8/27/2010 1/19/2010

0 Citrus Av $19,000 8/10/2010 1/15/2010

7419 Persimmon Av $200,000 8/4/2010 3/3/2010

7471 Della Cr $75,000 12/29/2010 10/13/2010

8596 Unsworth Av $230,000 5/7/2010 10/15/2010

0 Birch Ranch Dr $225,000 12/2/2010 5/3/2010

11867 Country Grdn Dr $1,470,000 6/3/2010 4/9/2010

4831 Birch Valley Wy $2,441,000 12/30/2010 3/29/2010

12295 El Portal Wy $2,144,000 5/28/2010 8/19/2010

0 Mormon St $80,000 7/30/2010 2/26/2010

659 Hancock Dr $55,000 11/17/2010 12/23/2010

801 Cristina Ct $67,000 12/28/2010 12/6/2010

805 Cristina Ct $87,500 12/14/2010 5/14/2010

1514 Gionata Wy $52,500 12/8/2010 8/16/2010

810 Cristina Ct $80,000 9/14/2010 12/20/2010

784 Lorena Ln $75,500 8/31/2010 3/25/2010

0 Trowbridge Ct $198,000 4/12/2010 11/12/2010

107 Kemp Ct $150,000 9/21/2010 1/12/2010

498 Listowe Dr $190,000 6/22/2010 12/7/2010

729 Heritage Pl $245,000 1/28/2010 5/19/2010

700 Glen Mady Wy $210,000 2/10/2010 2/16/2010

1731 Lake Vista Wy $148,000 12/10/2010 10/5/2010

1763 Barrhead Ct $185,000 5/6/2010 7/19/2010

539 Serpa Wy $172,000 3/25/2010 9/16/2010

1804 Ruan Ct $182,500 9/3/2010 8/18/2010

414 Tobrurry Wy $150,000 7/25/2010 4/5/2010

449 Serpa Wy $250,000 12/21/2010 7/26/2010

365 Tobrurry Wy $122,000 10/21/2010 9/23/2010

369 Tobrurry Wy $130,000 9/30/2010 1/5/2010

335 Tobrurry Wy $130,000 4/20/2010 5/13/2010

264 Tobrurry Wy $148,000 7/28/2010 2/17/2010

323 Tobrurry Wy $160,000 2/5/2010 2/10/2010

12785 Thornberg Wy $262,000 12/22/2010 1/14/2010

10856 Wraysbury Wy $246,000 9/15/2010 7/12/2010

10820 Atherstone Dr $237,000 9/14/2010 6/15/2010

6442 Lago Cr $84,000 6/23/2010 5/28/2010

6334 Cazador $25,000 4/6/2010 3/2/2010

0 Cottonwood Ln $300,000 9/7/2010 10/6/2010

7894 Iona Wy $216,000 2/19/2010 6/11/2010

0 Gerber Rd $362,500 11/12/2010 10/14/2010

0 Gerber Rd $280,000 9/10/2010 2/19/2010

8800 Bradshaw Rd $500,000 6/16/2010 5/14/2010

8891 Cobble Crest Dr $1,840,000 3/31/2010 7/27/2010

10651 Halfway Rd $66,000 5/24/2010 12/6/2010

0 Lee School Rd $143,000 8/10/2010 3/10/2010

0 Simpson Ranch Ct $250,000 8/2/2010 12/7/2010

0 Simpson Ranch Ct $188,000 4/22/2010 9/7/2010

8900 Good Shepherd Ln $130,000 6/17/2010 1/14/2010

8920 Good Shepherd Ln $240,000 3/2/2010 8/6/2010

0 Bradshaw Rd $280,000 1/15/2010 6/30/2010

9135 Shire Oaks Ln $156,500 12/6/2010 2/11/2010

9136 Shire Oaks Ln $340,000 3/1/2010 4/23/2010

0 Meiss Rd $45,000 5/21/2010 8/31/2010

0 Washington Av $50,000 10/20/2010 4/30/2010

3136 Academy Wy $6,000 12/6/2010 5/6/2010

52 Morell Ct $79,000 12/23/2010 5/25/2010

0 Cottage Wy $30,000 10/19/2010 8/25/2010

6232 Gobernadores Ln $152,000 6/30/2010 10/14/2010

1235 Jacob Ln $150,000 6/30/2010 12/6/2010

5/21/2010

per SF

per SF

per SF per year

per SF

$4.76

$7.20

$0.96

$2.61

$0.46

$5.39

$/SF$31.25

$9.26

$5.30

$3.83

$2.84

$3.18

$10.34

$3.52

$1.08

$173.99

$6.56

$8.20

$18.62

$0.68

$0.54

$2.99

$3.72

$5.35

$6.21

$8.93

$19.13

$7.79

$3.79

$5.15

$15.31

$6.65

$2.93

$3.81

$4.54

$6.70

$8.65

$17.32

$13.39

$9.34

$7.15

$7.64

$9.79

$1.88

$3.12

$0.34

$3.83

$0.82

$0.70

$0.30

$0.23

$1.91

$0.46

$102,500

$95,225

$95,225

$95,225

$110,000

$75,000

$75,000

$675,000

$1.35

$0.52

$5.61

$0.60

$0.46

$63.77

$8.22

$8.37

$3.90

$183.45

$169.89

$7.14

$7.23

$7.00

$20.83

$4.90

$25,000

$27,000

$50,000

$125,500

$45,000

$60,000

$58,000

$58,000

$35,000

$52,500

$9.44

$10.02

Average of Commercial and Residential $7.91

$0.98

$1.27

$3.34

$4.26

$100,000

$135,000

$60,000

$15,000

$235,000

$98,000

$91,500

$25,000

$25,000

$195,000

Permanent Easement (50%) $3.96

Use for Permanent Easement $4.00

Temporary Construction Easements (10%)

Use for TCE

$0.79

$0.80

$500,000

$21,500

$382,000

$200,000

$39,500

$35,000

$57,000

$96,500

$100,000

$52,500

$180,000

$3,700,000

$1,528,000

$/SFAddress Sale Price

11201 Ketcherside Ln

14059 Diabloview Ct

$6,000

$89,000

$130,000

$375,000

$50,000

$20,000

$35,000

$72,500

$160,000

$707,000

$50,000

$50,000

$18,000

$5,000

$170,000

$155,000

$112,000

$18,000

$55,000

0 Twin Cities Rd

13067 Stockton Bl

0 Kost Rd

9768 Pringle Av

13459 John Rocha Cr

13570 John Rocha Cr

$10,000

$12,500

5411 Lambert Rd

8244 Wymark Dr

9990 Winkle Cr

$207,000

$121,900

$40,000

$70,000

$590,000

$95,225

$95,225

$99,950

$99,950

$99,950

$99,950

$58,000

$87,000

712 Union St

708 Tyler Is Br Rd

0 Sorento Rd

8341 Nathalie Wy

8340 Nathalie Wy

8336 Nathalie Wy

13500 John Rocha Cr

13444 John Rocha Cr

13472 John Rocha Cr

13585 John Rocha Cr

13542 John Rocha Cr

13514 John Rocha Cr

7720 Nelson Ln

7129 Walnut Av

231 E St

0 Rio Linda Bl

0 2Nd St

340 Pinedale Av

7341 8Th St

0 7Th Av

637 O St

0 Elkhorn Bl

6740 18Th St

0 U St

126 Flat Rock Dr

164 Temperance Rv Ct

5425 College Oak Dr

5425 College Oak Dr

0 Walnut Av

5234 Bell Wood Wy

5041 Sully St

4320 Santa Ana Av

855 Rio Robles Av

0 Peerless Av

0 Telegraph Av

148 Lost Creek Dr

8261 Winding Wy

4350 Chicago Av

51 Morey Av

3637 Presidio St

1335 Grace Av

4337 Marysville Bl

4024 Astoria St

4332 Poseidon Ln

0 Hope Ln

4040 Braxton Ln

8551 Heather Cross Wy

2741 Altos Av

1035 Sonoma Av

1027 Opal Ln

$0.13

$6.41

$179.45

$0.25

$1.90

$0.97

0 Fair Oaks Bl

0 Sutter Hill Ln

6148 Sutter Av

6146 Sutter Av

0 Fair Oaks Bl

8490 London Plain Ct

0 South Av

8672 Old Villa Ct

3410 Montclaire St

8178 Streng Av

0 Bryan Wy

3925 Hollister Av

6350 Mariposa Av

8000 Sunset Av

$1.16

$1.17

$1.32

$1.22

$1.22

$10.03

$1.22

$0.97

$1.35

$1.32

$1.11

$1.16

$1.17

$0.54

$0.53

$1.12

$2.28

$1.77

$2.68

$0.19

$6.63

$7.01

$6.88

$2.89

$1.01

$2.02

$0.36

$1.70

$13.46

$4.25

$2.32

$0.67

$0.21

$1.25

$1.24

$1.97

$2.00

$4.76

$5.17

$3.16

$50.40

$3.75

$2.32

$2.05

$2.84

$13.03

$0.46

$1.86

$1.78

$1.91

Average Residential Cost

$1.18

$11.88

$10.97

$1.23

$7.08

$9.37

$7.05

$16.15

$18.20

$7.09

$3.33

$4.73

$4.69

$3.38

$4.54

$0.98

$3.53

$1.15

$1.70

Documents

Cost Criteria