lockhart shire council sewerage reticulation feasibility

Lockhart Shire Council

Sewerage Reticulation

Feasibility report

Supplement with Expanded

Scope

The rock NSW

January 2015

Esler and Associates Sewer Reticulation Feasibility Scope Expansion Report: Draft For Comment

Index:

1. Executive Summary: 1 2. Report Summary: 1 3. Report Cost Revision Gravity Sewer Reticulation: 1

3.1. Unit Costs: 1 3.2. Cost Comparison Table: 1 3.3. Unit Cost Inclusions: 2 3.4. Manhole Revised Costs: 2

4. Report Cost Revision Sewer Pump Stations: 2

4.1. Pump Station Supply Costs: 2 4.2. Pump Station Installation Costs: 2 4.3. Service Connection Estimates: 2

5. Report Cost Revision Rising Main (SRM): 2

5.1. Actual Rising Main Construction Rate: 2 5.2. Actual Underboring Rate: 2 5.3. Assumed Rates: 2

6. Report Cost Revision Construction Contingency: 2

6.1. Contingency Rate: 2 7. Report Cost Revision Engineering Design

Engineering Management and Surveying: 2 7.1. Engineering Design: 2 7.2. Engineering Project Management Cost 2 7.3. Feature and Level Survey: 2 7.4. Easement Creation on Existing Lots: 2

8. Additional Project Costs: 2

8.1. Cost Excluded From the Original Report: 2 8.2. Lot Connections to Main: 2 8.3. Access Track to Pump Stations: 3 8.4. Tree Removal: 3 8.5. Rock Excavation Allowance: 3 8.6. Spoil Removal: 3 8.7. Site Establishment Allowance: 3 8.8. Location of Existing Services: 3 8.9. Environmental Approvals: 3 8.10. Landscaping 3 8.11. Fence Removal and Re-instate 3 8.12. Provision for Traffic 3 8.13. Testing of Sewer Mains 3 8.14. CCTV of Sewer Mains 3

9. Overall Additional Costs: 3

9.1. Full Cost Calculations: 3 9.2. Table of Costs: 3

10. Overall Costs with Catchments 5, 9 and 13 Removed: 4

10.1. Catchments 5, 9 and 13 4

11. Conclusion: 4

Esler and Associates Sewer Reticulation Scope Expansion Report : Draft For Comment

1

1. Executive Summary:

This report revises the unit costs assumed, seeks to include fencing and survey related costs in relation to creation of easements and expands the scope of ‘The Lockhart Shire Council Sewerage Reticulation Feasibility Report South Side of the Olympic Hwy The Rock NSW’ that was presented to the Lockhart Shire Council in May 2014. Following the revision the over construction cost is estimated to be $6,058,000

2. Report Summary:

This report supplements the ‘The Lockhart Shire Council Sewerage Reticulation Feasibility Report South Side of the Olympic Hwy The Rock NSW’ as presented to the Lockhart Shire Council May 2014. Revision of the above mentioned report including: (Proposed layout see Appendix A).

Quantities of materials and works. Unit rate used within the report to determine costs. Clarification of assumed engineering design and project management cost. Pump Station supply and installation costs.

Expand the original feasibility study to include:

Provision for rock excavation. Provision for tree removal. Expand and itemise under boring cost for sewer gravity mains and sewer rising mains. Estimated cost for access to existing lots including fence removal, re-instate fencing

and landscaping. Cost to determine a feasibility allowance for necessary easement creation within

existing lots including any site survey costs and lodgment costs. Cost to determine a feasibility allowance for full feature and level survey for each

proposed catchment and existing infrastructure. 3. Report Cost Revision Gravity Sewer Reticulation:

3.1. Unit costs: Unit costs assumed within the report have been estimated from current projects

Esler and Associates are supervising within Albury and Wagga Wagga, an increase in cost factor has been added because of the relatively remote location of The Rock.

3.2. Cost Comparison Table: (Original Report) Item Unit Cost

Assumed Contract Rates

Project 1 Albury

Contract Rates Project 2

Albury

Contract Rates

Project 1 Wagga

Contract Rates

Project 2 Wagga

150dia PVC 0-2.0 mtrs

$95.00 $78.00 $80.00 $66.26 $70.00

150dia PVC >2.0 mtrs

$115.00 $78.00 $80.00 $66.26 $70.00

225dia PVC

$160.00 $108.00 $86.37

Manhole 0-2.5 mtrs

$2,200.00 $2,035.00 $1,800.00 $2,860.00 $2,600.00

Manhole >2.5 mtrs

$2,650.00 $2,530.00 $2,500.00 $2,900.00 $2,800.00

Lot Sewer Junction

$350.00 $302.50 $375.00 $200.00 $220.00


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3.3. Unit Cost Inclusions: All unit costs in the table above include supply of all material,

excavation, sand bedding, pipe laying and pit construction and back filling. 3.4. Manhole Revised costs: The unit cost of manholes will be revised to $2,800.00 and

$3,200.00 for manholes 0-2.5 mtrs deep and over 2.5mtrs deep respectfully, all other units costs will be maintained as per the original report.

4. Report Cost Revision Sewer Pump Stations:

4.1. Pump Station Supply Costs: The supply cost of each pump station has been assumed to be

$130,000.00. Actual supply, delivery and commissioning cost for a sewer pump station with the same design and specifications as recommended by Aquatec for a current project in Albury is $85,668.00.

4.2. Pump Station Installation Costs: Installation Costs for each pump station has been assumed to be $25,000.00. Actual contract cost for a current Albury project is $25,000.00, however with several variations and an allowance for mobile crane travel this estimate has been increased to $50,000.00.

4.3. Service Connection Estimates: The Power and water supply for each pump station has been estimated at $20,000.00 and $5,000.00 respectfully, these rates are considered to be appropriate for the location.

5. Report Cost Revision Rising Main (SRM):

5.1. Actual Rising Main Construction Rate: The 125mm dia PE SRM contract rate for a recently

completed project in Albury was $90.00/mtr. 5.2. Actual underboring Rate: The under boring contract rate for a recently complete project in

Albury was $185.00/mtr. 5.3. Assumed Rates: The SRM construction rates in the construction estimate have be revised to

$110.00 per mtr for supply and construction of a 125mm SRM and $310.00 per mtr for the portion of the SRM considered to be underbored.

6. Report Cost Revision Construction Contingency: 6.1. Contingency Rate: A 10% of contingency costs is included within the report costings.

7. Report Cost Revision Engineering Design, Engineering Management and Surveying:

7.1. Engineering Design: A rate of 10% of the construction cost has been assumed for

engineering design of the project. 7.2. Engineering Project Management Cost: Costs associated with project management, project

supervision were excluded from the report, an allowance of 10% of construction cost will be included in the revised costs work as executed cost are assumed to be covered by this estimate.

7.3. Feature and Level Survey: Full Feature and Level survey for design purposes, estimated at $125.00 per potential Lot.

7.4. Easement Creation on Existing Lots: Estimated cost per lot for title plan, lodgment fee, Titles Office Fees, Solicitors and administration fees. Estimated at $1200.00 per lot.

8. Additional Project Costs:

8.1. Cost Excluded From the Original Report: Exclusions from the original Report were identified

and listed in part 3 of the report. 8.2. Lot Connections to Main: An allowance for sewer junctions for existing lots along the sewer

main has been included, Individuals are responsible for their lot connections of existing dwelling to the new sewer.


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8.3. Access Tracks to Pump Stations: Estimated 600m2 Gravel track and hard stand around pump stations @$20.00 per m2 equates to $12,000 per pump station. Access track cost has added to the installation cost for each pump station.

8.4. Tree Removal: A $2,000 per tree removal cost has been added . It is assumed one tree every 100mtrs of sewer trench is to be removed, mulched and spread on landscape areas.

8.5. Rock Excavation Allowance: Rock excavation has been estimated at $230.00 per m3. For a 2mtr deep trench 600mm wide excavation equals 1.2m3, therefore use rock excavation is calculated at $276.00 per mtr of trench and assume 10% of trenching will be rock.

8.6. Spoil Removal: Remove of trench spoil from site to a stock pile nominated by council, assume $12.00 per m3. Volume of spoil is calculated at 0.36m3 per mtr of trench.

8.7. Site Establishment Allowance: An allowance of $20,000 per catchment has been included. 8.8. Location of Existing Services: Location using ground radar and/or nondestructive

excavation. Rate assumed to be @$175.00 per hour. Assume an average of 2 days per catchment area. Total allowance $36,000.00 equates to $2.95 per mtr sewer main.

8.9. Environmental Approvals: For environmental study, report and approvals, an allowance of $5,000.00 per catchment has been included

8.10. Landscaping: Assume 0.25hrs per mtr @$60.00 per hour to re-instate gardens and landscape. Equates to $15.00 per mtr sewer main.

8.11. Fence Removal and Re-instate: Assume 1hr to remove fence and 2hrs to re-install @ $75.00 per hour, Fence Panel $200.00 each. (ie $425.00 per fence) It is assumed for each existing lot 1 fence is removed and replaced.

8.12. Provision for Traffic: @$200.00 per hr. Assume traffic control is required 25% of construction time. The construction rate is assumed to be 0.5mtrs of sewermain per hr, Equates to $25per mtr of sewer main.

8.13. Testing of Sewer mains: $2.00 per mtr for pressure testing 8.14. CCTV of Sewer mains: $4.40 per mtr for CCTV testing

9. Overall Additional Costs:

9.1. See Appendix A for the full cost estimate calculations. 9.2. Table of Costs:

Cost Description Total Construction Amount $ Sub total Eslers Report May 2014 Original Overall Cost Estimate $3,059,200 $3,059,200 (as per brief) Varied Unit Rates Increase in Manhole Rates $100,000 Contingency $193,300 $370,000 Increased Professional Fees Engineering Design $71,000 $71,000 Additional Professional Fees Project Management $438,000 Feature and Level Survey $87,000 Easement Creation of Existing Lots $210,000 Environmental Approvals $65,000 $1,103,700 Additional Scope SRM underboring $100,000 Site Establishment $260,000 Location of Services $36,000 Tree Removal $245,800 Fence Removal - Install $75,000


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Rock Excavation Allowance $339,000 Spoil Removal $54,000 Traffic Control $308,000 Sewer Testing - CCTV $54,000 Access Roads to Pump Stations $36,000 Septic Tank Decommissioning $140,000 Landscaping $185,000 $1,971,900 Total $6,058,000

10. Overall Cost with Catchments 5, 9 and 13 removed. 10.1. Catchments 5, 9 and 13: For a direct cost comparison with the Department of Energy

Utilities and Sustainability (DEUS), Esler’s catchments 5, 9and 13 are outside of the total catchment area assumed by the DEUS report and the construction costs associated with these catchments have been removed in the table below.

Staging Description Cost

Overall Cost Estimate $6,058,000

Less Catchment 5 $272,000 Less Catchment 9 $459,000

Less Catchment 13 $247,000

Cost Estimate Reduced Area $5,080,000 11. Conclusion:

A majority of the unit rates assumed in the ‘The Lockhart Shire Council Sewerage Reticulation Feasibility Report South Side of the Olympic Hwy The Rock NSW’ have been revised and found to be appropriate. Rates that have been revised include:

Item Units Original Rate New Rate Sewer Manhole 0-2mtr deep each $2,200 $2,800 Sewer Manhole 0-2mtr deep each $2,650 $3,200 Sewer Pump Station Installation each $25,000 $50,000

Lockhart Shire Council requested all costs excluded from the original report be estimated and included in this report. A list and estimated value has been included on Section 9. Exclusion from the original report have now been included and the overall estimated cost for the sewer reticulation system has been revised to $6,058,000. To achieve a direct comparison with the DEUS report a second total cost of $5,080,000 excluding catchments 5, 9 and 13 has been estimated. A full report ‘Feasibility Report DEUS – Esler Comparison is included with this report.

Catchment 1Sewer Line

Start Finish SizeDepthStart

DepthFinish Length Total Cost

MHdepth Cost

GravelBack Fill Cost Total Cost

A1 A2 225 4.15 4.07 10 1,150.00$ 4.15 3,200.00$ 0 -$ 4,350.00$A2 A3 150 2.84 2.58 38.5 4,427.50$ 2.84 3,200.00$ 0 -$ 7,627.50$A3 A4 150 2.53 2.12 80 9,200.00$ 2.53 3,200.00$ 0 -$ 12,400.00$A4 A5 150 2.08 2.14 80 9,200.00$ 2.08 2,800.00$ 0 -$ 12,000.00$A5 A6 150 2.08 1.54 30.2 2,869.00$ 2.08 2,800.00$ 0 -$ 5,669.00$A6 A7 150 1.14 0.84 30 2,850.00$ 1.14 2,800.00$ 0 -$ 5,650.00$A7 A8 150 0.79 1.12 23.1 2,194.50$ 0.79 2,800.00$ 0 -$ 4,994.50$A8 A9 150 0.75 0.92 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$A9 A10 150 0.75 0.78 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$A10 A11 150 0.75 0.91 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$A11 A12 150 0.85 2.16 80 7,600.00$ 0.85 2,800.00$ 0 -$ 10,400.00$A12 A13 150 2.13 2.34 80 9,200.00$ 2.13 2,800.00$ 0 -$ 12,000.00$A6 B1 150 1.46 0.75 51.2 4,864.00$ 1.46 2,800.00$ 0 -$ 7,664.00$Site Establishment 20,000.00$Location of Existing Services @$2.95 per mtr of sewer main 2,191.85$Tree Removal @ $2,000 per tree assume 1 tree every 100mtrs of trench 14,860.00$Fence Removal and In-install @$425 per fence and 1 fence per existing lot 5,950.00$Rock Excavation Allowance @$276.00 per trench mtr. Assume 10% of trenching in rock 20,506.80$Spoil Removal @$12.00 per m3, 0.36m3 per mtr of trench 3,209.76$Cost for sewer junctions: 14 exisitng lots @ $350.00 4,900.00$Traffic Control @$25.00 per mtr of sewer main 18,575.00$Sewer main pressure testing @2.00 per mtr of sewer main 1,486.00$Provision for CCTV testing or sewer main @$2.40 per mtr in addition to standard pressue test 1,783.20$Septic Tank Decommissioning 11,200.00$Landscaping @$15.00 per mtr of sewer main 11,145.00$Total 743 230,000.00$




MHdepth Cost


A3 D1 150 1.98 1.44 70.6 6,707.00$ 1.98 2,800.00$ 1 102.60$ 9,609.60$D1 D2 150 1.36 0.95 80 7,600.00$ 1.36 2,800.00$ 0 -$ 10,400.00$D2 D3 150 0.92 0.99 80 7,600.00$ 0.92 2,800.00$ 0 -$ 10,400.00$D3 D4 150 0.97 1.2 80 7,600.00$ 0.97 2,800.00$ 0 -$ 10,400.00$D4 D5 150 1.17 1.68 71 6,745.00$ 1.17 2,800.00$ 0 -$ 9,545.00$D5 D6 150 1.6 0.83 53.6 5,092.00$ 1.6 2,800.00$ 0 -$ 7,892.00$D6 D7 150 0.75 0.97 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$D7 D8 150 0.75 1.26 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$D8 D9 150 1.23 2.08 78.7 7,476.50$ 1.23 2,800.00$ 0 -$ 10,276.50$D9 D10 150 1.93 0.75 53.9 5,120.50$ 1.93 2,800.00$ 0 -$ 7,920.50$E1 H1 150 3.9 3.48 80 9,200.00$ 3.9 3,200.00$ 0 -$ 12,400.00$H1 H2 150 3.45 3.06 44.4 5,106.00$ 3.45 3,200.00$ 0 -$ 8,306.00$Site Establishment 20,000.00$Location of Existing Services @$2.95 per mtr of sewer main 2,513.99$Tree Removal @ $2,000 per tree assume 1 tree every 100mtrs of trench 17,044.00$Fence Removal and In-install @$425 per fence and 1 fence per existing lot 12,325.00$Rock Excavation Allowance @$276.00 per trench mtr. Assume 10% of trenching in rock 23,520.72$Spoil Removal @$12.00 per m3, 0.36m3 per mtr of trench 3,681.50$Cost for sewer junctions: 14 exisitng lots @ $350.00 10,150.00$Traffic Control @$25.00 per mtr of sewer main 21,305.00$Sewer main pressure testing @2.00 per mtr of sewer main 1,704.40$Provision for CCTV testing or sewer main @$2.40 per mtr in addition to standard pressue test 2,045.28$Septic Tank Decommissioning 23,200.00$Landscaping @$37.5 per mtr of sewer main 12,783.00$Total 852.2 268,000.00$

Esler and Assoociates Sewer Reticulation Feasibility Report The Rock




MHdepth Cost


A13 A14 150 2.34 2.25 39.4 4,531.00$ 2.34 2,800.00$ 1 137.70$ 7,468.70$A14 A15 150 2.16 1.57 59.5 5,652.50$ 2.16 2,800.00$ 0 -$ 8,452.50$A15 A16 150 1.54 1.29 20.6 1,957.00$ 1.54 2,800.00$ 0 -$ 4,757.00$A16 A17 150 1.26 0.83 38.8 3,686.00$ 1.26 2,800.00$ 0 -$ 6,486.00$A17 A18 150 0.75 0.78 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$A18 A19 150 0.75 0.77 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$A14 C1 150 1.92 1.5 43.2 4,104.00$ 1.92 2,800.00$ 0 -$ 6,904.00$C1 C2 150 1.47 0.83 51.1 4,854.50$ 1.47 2,800.00$ 0 -$ 7,654.50$C2 C3 150 0.75 0.82 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$C3 C4 150 0.75 0.75 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$Site Establishment 20,000.00$Location of Existing Services @$2.95 per mtr of sewer main 1,689.17$Tree Removal @ $2,000 per tree assume 1 tree every 100mtrs of trench 11,452.00$Fence Removal and In-install @$425 per fence and 1 fence per existing lot 1,700.00$Rock Excavation Allowance @$276.00 per trench mtr. Assume 10% of trenching in rock 15,803.76$Spoil Removal @$12.00 per m3, 0.36m3 per mtr of trench 2,473.63$Cost for sewer junctions: 14 exisitng lots @ $350.00 1,400.00$Traffic Control @$25.00 per mtr of sewer main 14,315.00$Sewer main pressure testing @2.00 per mtr of sewer main 1,145.20$Provision for CCTV testing or sewer main @$2.40 per mtr in addition to standard pressue test 1,374.24$Septic Tank Decommissioning 3,200.00$Landscaping @$37.5 per mtr of sewer main 8,589.00$Total 572.6 166,000.00$




MHdepth Cost


H2 H3 150 3.03 2.73 80 9,200.00$ 3.03 3,200.00$ 1 172.80$ 12,572.80$H3 H4 150 2.7 2.51 80 9,200.00$ 2.7 3,200.00$ 0 -$ 12,400.00$H4 H5 150 2.48 2.36 11.1 1,276.50$ 2.48 2,800.00$ 0 -$ 4,076.50$H5 H6 150 2.32 1.28 80 7,600.00$ 2.32 2,800.00$ 0 -$ 10,400.00$H6 H7 150 1.25 0.78 80 7,600.00$ 1.25 2,800.00$ 0 -$ 10,400.00$H7 H8 150 0.75 0.89 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$H8 H9 150 0.75 0.78 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$H9 H10 150 0.75 0.86 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$H10 H11 150 0.75 0.78 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$H11 H12 150 0.75 0.78 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$H12 H13 150 0.75 0.78 59.7 5,671.50$ 0.75 2,800.00$ 0 -$ 8,471.50$Site Establishment 20,000.00$Location of Existing Services @$2.95 per mtr of sewer main 2,332.86$Tree Removal @ $2,000 per tree assume 1 tree every 100mtrs of trench 15,816.00$Fence Removal and In-install @$425 per fence and 1 fence per existing lot 19,550.00$Rock Excavation Allowance @$276.00 per trench mtr. Assume 10% of trenching in rock 21,826.08$Spoil Removal @$12.00 per m3, 0.36m3 per mtr of trench 3,416.26$Cost for sewer junctions: 14 exisitng lots @ $350.00 16,100.00$Traffic Control @$25.00 per mtr of sewer main 19,770.00$Sewer main pressure testing @2.00 per mtr of sewer main 1,581.60$Provision for CCTV testing or sewer main @$2.40 per mtr in addition to standard pressue test 1,897.92$Septic Tank Decommissioning 36,800.00$Landscaping @$15.00 per mtr of sewer main 11,862.00$Total 790.8 281,000.00$





MHdepth Cost


H2 M1 150 3.03 2.77 80 9,200.00$ 3.03 3,200.00$ 1 174.00$ 12,574.00$M1 M2 150 2.74 2.57 24.1 2,771.50$ 2.74 3,200.00$ 0 -$ 5,971.50$M2 M3 150 1.7 1.08 80 7,600.00$ 1.7 2,800.00$ 0 -$ 10,400.00$M3 M4 150 1.06 1.34 80 7,600.00$ 1.06 2,800.00$ 0 -$ 10,400.00$M4 M5 150 0.75 0.78 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$M5 M6 150 0.75 0.93 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$M2 N1 150 2.55 1.83 80 9,200.00$ 2.55 3,200.00$ 0 -$ 12,400.00$N1 N2 150 1.89 1.11 80 7,600.00$ 1.89 2,800.00$ 0 -$ 10,400.00$N2 N3 150 1.07 0.72 80 7,600.00$ 1.07 2,800.00$ 0 -$ 10,400.00$N3 N4 150 0.68 0 80 7,600.00$ 0.68 2,800.00$ 0 -$ 10,400.00$Site Establishment 20,000.00$Location of Existing Services @$2.95 per mtr of sewer main 2,195.10$Tree Removal @ $2,000 per tree assume 1 tree every 100mtrs of trench 14,882.00$Fence Removal and In-install @$425 per fence and 1 fence per existing lot 850.00$Rock Excavation Allowance @$276.00 per trench mtr. Assume 10% of trenching in rock 20,537.16$Spoil Removal @$12.00 per m3, 0.36m3 per mtr of trench 3,214.51$Cost for sewer junctions: 14 exisitng lots @ $350.00 700.00$Traffic Control @$25.00 per mtr of sewer main 18,602.50$Sewer main pressure testing @2.00 per mtr of sewer main 1,488.20$Provision for CCTV testing or sewer main @$2.40 per mtr in addition to standard pressue test 1,785.84$Septic Tank Decommissioning 1,600.00$Landscaping @$15.00 per mtr of sewer main 11,161.50$Total 744.1 201,000.00$




MHdepth Cost


H13 H14 150 0.75 0.78 41.52 3,944.40$ 0.75 2,800.00$ 1 45.90$ 6,790.30$H14 H15 150 0.75 1.9 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$H15 H16 150 0.75 0.82 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$Site Establishment 20,000.00$Location of Existing Services @$2.95 per mtr of sewer main 594.48$Tree Removal @ $2,000 per tree assume 1 tree every 100mtrs of trench 4,030.40$Fence Removal and In-install @$425 per fence and 1 fence per existing lot 850.00$Rock Excavation Allowance @$276.00 per trench mtr. Assume 10% of trenching in rock 5,561.95$Spoil Removal @$12.00 per m3, 0.36m3 per mtr of trench 870.57$Cost for sewer junctions: 14 exisitng lots @ $350.00 700.00$Traffic Control @$25.00 per mtr of sewer main 5,038.00$Sewer main pressure testing @2.00 per mtr of sewer main 403.04$Provision for CCTV testing or sewer main @$2.40 per mtr in addition to standard pressue test 483.65$Septic Tank Decommissioning 1,600.00$Landscaping @$15.00 per mtr of sewer main 3,022.80$Total 201.52 71,000.00$





MHdepth Cost


A2 E1 150 3.99 3.93 10 1,150.00$ 3.99 3,200.00$ 0 -$ 4,350.00$E1 E2 150 3.9 3.48 69.2 7,958.00$ 3.9 3,200.00$ 0 -$ 11,158.00$E2 E3 150 3.45 2.96 69.3 7,969.50$ 3.45 3,200.00$ 0 -$ 11,169.50$E3 E4 150 2.93 2.54 80 9,200.00$ 2.93 3,200.00$ 0 -$ 12,400.00$E4 E5 150 2.54 2.04 75.6 8,694.00$ 2.54 3,200.00$ 0 -$ 11,894.00$E5 E6 150 2.01 1.59 80 7,600.00$ 2.01 2,800.00$ 0 -$ 10,400.00$E6 E7 150 1.56 1.42 80 7,600.00$ 1.56 2,800.00$ 0 -$ 10,400.00$E7 E8 150 1.38 1.36 19.3 1,833.50$ 1.38 2,800.00$ 0 -$ 4,633.50$E8 E9 150 1.33 1.45 80 7,600.00$ 1.33 2,800.00$ 0 -$ 10,400.00$E9 E10 150 1.42 1.29 80 7,600.00$ 1.42 2,800.00$ 0 -$ 10,400.00$E10 E11 150 2.15 1.34 80 7,600.00$ 2.15 2,800.00$ 0 -$ 10,400.00$E11 E12 150 1.32 0.75 80 7,600.00$ 1.32 2,800.00$ 0 -$ 10,400.00$E8 F1 150 1.29 0.649 80 7,600.00$ 1.29 2,800.00$ 0 -$ 10,400.00$F1 F2 150 0.619 0.08 80 7,600.00$ 0.619 2,800.00$ 0 -$ 10,400.00$F2 F3 150 0.05 0 80 7,600.00$ 0.05 2,800.00$ 0 -$ 10,400.00$F3 F4 150 0 1.53 80 7,600.00$ 0 2,800.00$ 0 -$ 10,400.00$F4 F5 150 0.77 2.8 80 7,600.00$ 0.77 2,800.00$ 0 -$ 10,400.00$F5 F6 150 2.81 2.95 45.9 5,278.50$ 2.81 3,200.00$ 0 -$ 8,478.50$E5 J1 150 1.82 1.49 80 7,600.00$ 1.82 2,800.00$ 1 99.30$ 10,499.30$J1 J2 150 1.46 1.89 80 7,600.00$ 1.46 2,800.00$ 0 -$ 10,400.00$J2 J3 150 1.59 0.9 80 7,600.00$ 1.59 2,800.00$ 0 -$ 10,400.00$J3 J4 150 0.75 0.89 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$J4 J5 150 0.75 0.78 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$J5 J6 150 0.75 0.92 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$J6 J7 150 0.886 0.75 39.6 3,762.00$ 0.886 2,800.00$ 0 -$ 6,562.00$E3 K1 150 1.76 1.42 80 7,600.00$ 1.76 2,800.00$ 1 95.40$ 10,495.40$K1 K2 150 1.38 0.78 80 7,600.00$ 1.38 2,800.00$ 0 -$ 10,400.00$K2 K3 150 0.75 0.75 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$K3 K4 150 0.72 0.85 80 7,600.00$ 0.72 2,800.00$ 0 -$ 10,400.00$K4 K5 150 0.75 0.99 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$K5 K6 150 0.75 0.78 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$K6 K7 150 0.75 0.78 80 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$K7 K8 150 0.75 0.75 23.4 2,223.00$ 0.75 2,800.00$ 0 -$ 5,023.00$Site Establishment 20,000.00$Location of Existing Services @$2.95 per mtr of sewer main 6,939.29$Tree Removal @ $2,000 per tree assume 1 tree every 100mtrs of trench 47,046.00$Fence Removal and In-install @$425 per fence and 1 fence per existing lot 2,125.00$Rock Excavation Allowance @$276.00 per trench mtr. Assume 10% of trenching in rock 64,923.48$Spoil Removal @$12.00 per m3, 0.36m3 per mtr of trench 10,161.94$Cost for sewer junctions: 14 exisitng lots @ $350.00 1,750.00$Traffic Control @$25.00 per mtr of sewer main 58,807.50$Sewer main pressure testing @2.00 per mtr of sewer main 4,704.60$Provision for CCTV testing or sewer main @$2.40 per mtr in addition to standard pressue test 5,645.52$Septic Tank Decommissioning 4,000.00$Landscaping @$15.00 per mtr of sewer main 35,284.50$Total 2352.3 587,000.00$





MHdepth Cost


F6 F7 150 2.92 3.01 41.31 4,750.65$ 2.92 3,200.00$ 1 177.90$ 8,128.55$F7 F8 150 2.93 6.9 80 9,200.00$ 2.93 3,200.00$ 0 -$ 12,400.00$F8 F9 150 6.87 4.77 80 9,200.00$ 6.87 3,200.00$ 0 -$ 12,400.00$F9 F10 150 4.74 0.75 80 9,200.00$ 4.74 3,200.00$ 0 -$ 12,400.00$F7 L1 150 2.28 1.14 80 7,600.00$ 2.28 2,800.00$ 0 -$ 10,400.00$L1 L2 150 1.11 0.75 80 7,600.00$ 1.11 2,800.00$ 0 -$ 10,400.00$Site Establishment 20,000.00$Location of Existing Services @$2.95 per mtr of sewer main 1,301.86$Tree Removal @ $2,000 per tree assume 1 tree every 100mtrs of trench 8,826.20$Fence Removal and In-install @$425 per fence and 1 fence per existing lot 850.00$Rock Excavation Allowance @$276.00 per trench mtr. Assume 10% of trenching in rock 12,180.16$Spoil Removal @$12.00 per m3, 0.36m3 per mtr of trench 1,906.46$Cost for sewer junctions: 14 exisitng lots @ $350.00 700.00$Traffic Control @$25.00 per mtr of sewer main 11,032.75$Sewer main pressure testing @2.00 per mtr of sewer main 882.62$Provision for CCTV testing or sewer main @$2.40 per mtr in addition to standard pressue test 1,059.14$Septic Tank Decommissioning 1,600.00$Landscaping @$15.00 per mtr of sewer main 6,619.65$Total 441.31 133,000.00$




MHdepth Cost


E10 G1 150 1.0 1.0 68.1 6,469.50$ 1.04 2,800.00$ 1 60.30$ 9,329.80$G1 G2 150 0.8 0.8 80.0 7,600.00$ 0.8 2,800.00$ 0 -$ 10,400.00$G2 G3 150 0.8 0.8 80.0 7,600.00$ 0.8 2,800.00$ 0 -$ 10,400.00$G3 G4 150 0.8 0.8 80.0 7,600.00$ 0.8 2,800.00$ 0 -$ 10,400.00$G4 G5 150 0.8 0.8 80.0 7,600.00$ 0.8 2,800.00$ 0 -$ 10,400.00$G5 G6 150 0.8 0.8 80.0 7,600.00$ 0.8 2,800.00$ 0 -$ 10,400.00$G6 G7 150 0.8 0.8 80.0 7,600.00$ 0.8 2,800.00$ 0 -$ 10,400.00$G7 G8 150 0.8 0.8 80.0 7,600.00$ 0.8 2,800.00$ 0 -$ 10,400.00$E7 I1 150 1.4 0.9 68.1 6,469.50$ 1.38 2,800.00$ 0 -$ 9,269.50$I1 I2 150 0.9 0.3 80.0 7,600.00$ 0.86 2,800.00$ 0 -$ 10,400.00$I2 I3 150 0.3 0.3 80.0 7,600.00$ 0.25 2,800.00$ 0 -$ 10,400.00$I3 I4 150 0.3 0.8 80.0 7,600.00$ 0.26 2,800.00$ 1 31.20$ 10,431.20$I4 I5 150 0.8 0.8 80.0 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$I5 I6 150 0.8 0.8 80.0 7,600.00$ 0.81 2,800.00$ 0 -$ 10,400.00$Site Establishment 20,000.00$Location of Existing Services @$2.95 per mtr of sewer main 3,233.79$Tree Removal @ $2,000 per tree assume 1 tree every 100mtrs of trench 21,924.00$Fence Removal and In-install @$425 per fence and 1 fence per existing lot 11,900.00$Rock Excavation Allowance @$276.00 per trench mtr. Assume 10% of trenching in rock 30,255.12$Spoil Removal @$12.00 per m3, 0.36m3 per mtr of trench 4,735.58$Cost for sewer junctions: 14 exisitng lots @ $350.00 9,800.00$Traffic Control @$25.00 per mtr of sewer main 27,405.00$Sewer main pressure testing @2.00 per mtr of sewer main 2,192.40$Provision for CCTV testing or sewer main @$2.40 per mtr in addition to standard pressue test 2,630.88$Septic Tank Decommissioning 22,400.00$Landscaping @$15.00 per mtr of sewer main 16,443.00$Total 1096.2 316,000.00$





MHdepth Cost


O1 O2 225 3.9 3.9 10.0 1,150.00$ 3.92 3,200.00$ 1 234.00$ 4,584.00$O2 O3 150 3.8 3.8 80.0 9,200.00$ 3.84 3,200.00$ 0 -$ 12,400.00$O3 O4 150 3.7 3.7 80.0 9,200.00$ 3.72 3,200.00$ 0 -$ 12,400.00$O4 O5 150 3.7 3.0 65.0 7,475.00$ 3.67 3,200.00$ 0 -$ 10,675.00$O5 O6 150 3.0 2.9 80.0 9,200.00$ 2.98 3,200.00$ 0 -$ 12,400.00$O4 R1 150 3.1 2.6 80.0 9,200.00$ 3.1 3,200.00$ 0 -$ 12,400.00$R1 R2 150 2.5 4.0 80.0 9,200.00$ 2.53 3,200.00$ 0 -$ 12,400.00$R2 R3 150 4.0 4.0 65.9 7,578.50$ 3.96 3,200.00$ 0 -$ 10,778.50$R3 R4 150 0.8 1.0 80.0 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$R4 R5 150 1.0 1.1 80.0 7,600.00$ 0.98 2,800.00$ 0 -$ 10,400.00$R3 S1 150 3.9 1.7 80.0 9,200.00$ 3.9 3,200.00$ 0 -$ 12,400.00$S1 S2 150 1.7 0.8 80.0 7,600.00$ 1.71 2,800.00$ 0 -$ 10,400.00$O2 T1 150 3.8 2.6 80.0 9,200.00$ 3.81 3,200.00$ 1 193.50$ 12,593.50$T1 T2 150 2.6 1.3 80.0 7,600.00$ 2.61 3,200.00$ 2 -$ 10,800.00$Site Establishment 20,000.00$Location of Existing Services @$2.95 per mtr of sewer main 3,011.66$Tree Removal @ $2,000 per tree assume 1 tree every 100mtrs of trench 20,418.00$Fence Removal and In-install @$425 per fence and 1 fence per existing lot 8,075.00$Rock Excavation Allowance @$276.00 per trench mtr. Assume 10% of trenching in rock 28,176.84$Spoil Removal @$12.00 per m3, 0.36m3 per mtr of trench 4,410.29$Cost for sewer junctions: 14 exisitng lots @ $350.00 6,650.00$Traffic Control @$25.00 per mtr of sewer main 25,522.50$Sewer main pressure testing @2.00 per mtr of sewer main 2,041.80$Provision for CCTV testing or sewer main @$2.40 per mtr in addition to standard pressue test 2,450.16$Septic Tank Decommissioning 15,200.00$Landscaping @$15.00 per mtr of sewer main 15,313.50$Total 1020.9 306,000.00$




MHdepth Cost


R3 W1 225 2.9 3.0 26.6 3,059.00$ 2.93 3,200.00$ 1 177.60$ 6,436.60$W1 W2 150 3.0 3.8 80.0 9,200.00$ 2.96 3,200.00$ 0 -$ 12,400.00$W2 W3 150 3.6 4.1 80.0 9,200.00$ 3.62 3,200.00$ 0 -$ 12,400.00$W3 W4 150 2.5 4.1 80.0 9,200.00$ 2.46 2,800.00$ 0 -$ 12,000.00$W4 W5 150 4.0 5.2 80.0 9,200.00$ 4.04 3,200.00$ 0 -$ 12,400.00$W5 W6 150 5.1 2.5 80.0 9,200.00$ 5.08 3,200.00$ 0 -$ 12,400.00$W6 W7 150 2.5 0.8 80.0 7,600.00$ 2.5 2,800.00$ 0 -$ 10,400.00$W3 X1 150 0.8 0.8 80.0 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$X1 X1 150 0.8 0.8 80.0 7,600.00$ 0.78 2,800.00$ 0 -$ 10,400.00$W5 Y1 150 4.0 1.8 80.0 9,200.00$ 4.04 3,200.00$ 0 -$ 12,400.00$Y1 Y2 150 1.7 0.8 80.0 7,600.00$ 1.72 2,800.00$ 0 -$ 10,400.00$W3 Z1 150 0.8 1.2 80.0 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$Z1 Z2 150 0.8 0.9 80.0 7,600.00$ 0.75 2,800.00$ 1 49.20$ 10,449.20$Site Establishment 20,000.00$Location of Existing Services @$2.95 per mtr of sewer main 2,910.47$Tree Removal @ $2,000 per tree assume 1 tree every 100mtrs of trench 19,732.00$Fence Removal and In-install @$425 per fence and 1 fence per existing lot 4,675.00$Rock Excavation Allowance @$276.00 per trench mtr. Assume 10% of trenching in rock 27,230.16$Spoil Removal @$12.00 per m3, 0.36m3 per mtr of trench 4,262.11$Cost for sewer junctions: 14 exisitng lots @ $350.00 3,850.00$Traffic Control @$25.00 per mtr of sewer main 24,665.00$Sewer main pressure testing @2.00 per mtr of sewer main 1,973.20$Provision for CCTV testing or sewer main @$2.40 per mtr in addition to standard pressue test 2,367.84$Septic Tank Decommissioning 8,800.00$Landscaping @$15.00 per mtr of sewer main 14,799.00$Total 986.6 278,000.00$





MHdepth Cost


O6 O7 150 2.8 4.0 80.0 9,200.00$ 2.84 3,200.00$ 1 206.40$ 12,606.40$O7 O8 150 4.0 5.1 49.5 5,690.20$ 4 3,200.00$ 0 -$ 8,890.20$O8 O9 150 2.1 5.2 49.5 5,687.90$ 2.11 2,800.00$ 0 -$ 8,487.90$O9 O10 150 5.1 5.0 33.0 3,797.30$ 5.08 3,200.00$ 0 -$ 6,997.30$O10 O11 150 4.9 4.8 80.0 9,200.00$ 4.94 3,200.00$ 0 -$ 12,400.00$O11 O12 150 4.7 4.4 65.1 7,486.50$ 4.74 3,200.00$ 0 -$ 10,686.50$O12 O13 150 4.4 3.7 80.0 9,200.00$ 4.35 3,200.00$ 0 -$ 12,400.00$O13 O14 150 3.7 3.5 80.0 9,200.00$ 3.66 3,200.00$ 0 -$ 12,400.00$O14 O15 150 0.8 1.0 80.0 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$O15 O16 150 0.8 0.8 80.0 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$O16 O17 150 0.8 0.8 80.0 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$O17 O18 150 0.8 0.8 80.0 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$O18 O19 150 0.8 0.8 80.0 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$O9 Q1 150 0.8 2.0 80.0 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$Q1 Q2 150 0.8 1.1 80.0 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$Q2 Q3 150 1.1 0.9 80.0 7,600.00$ 1.06 2,800.00$ 0 -$ 10,400.00$Q3 Q4 150 0.8 0.9 80.0 7,600.00$ 0.82 2,800.00$ 0 -$ 10,400.00$Q4 Q5 150 0.8 0.9 80.0 7,600.00$ 0.78 2,800.00$ 0 -$ 10,400.00$Q5 Q6 150 0.8 0.9 80.0 7,600.00$ 0.84 2,800.00$ 0 -$ 10,400.00$O12 V1 150 0.8 1.0 80.0 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$V1 V2 150 0.8 0.8 80.0 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$V2 V3 150 0.8 0.8 80.0 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$V3 V4 150 0.8 0.8 80.0 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$V4 V5 150 0.8 0.8 80.0 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$V5 V6 150 0.8 1.0 80.0 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$Site Establishment 20,000.00$Location of Existing Services @$2.95 per mtr of sewer main 5,537.33$Tree Removal @ $2,000 per tree assume 1 tree every 100mtrs of trench 37,541.20$Fence Removal and In-install @$425 per fence and 1 fence per existing lot 4,250.00$Rock Excavation Allowance @$276.00 per trench mtr. Assume 10% of trenching in rock 51,806.86$Spoil Removal @$12.00 per m3, 0.36m3 per mtr of trench 8,108.90$Cost for sewer junctions: 14 exisitng lots @ $350.00 3,500.00$Traffic Control @$25.00 per mtr of sewer main 46,926.50$Sewer main pressure testing @2.00 per mtr of sewer main 3,754.12$Provision for CCTV testing or sewer main @$2.40 per mtr in addition to standard pressue test 4,504.94$Septic Tank Decommissioning 8,000.00$Landscaping @$15.00 per mtr of sewer main 28,155.90$Total 1877.06 484,000.00$





MHdepth Cost


O14 P1 150 3.5 3.2 80.0 9,200.00$ 3.45 3,200.00$ 1 198.30$ 12,598.30$P1 P2 150 3.2 2.2 80.0 9,200.00$ 3.17 3,200.00$ 0 -$ 12,400.00$P2 P3 150 2.1 1.1 80.0 7,600.00$ 2.07 2,800.00$ 0 -$ 10,400.00$P3 P4 150 1.1 0.1 80.0 7,600.00$ 1.09 2,800.00$ 0 -$ 10,400.00$P2 U1 150 0.8 1.0 80.0 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$U1 U2 150 0.8 0.8 80.0 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$U2 U3 150 0.8 0.8 80.0 7,600.00$ 0.75 2,800.00$ 0 -$ 10,400.00$U3 U4 150 0.8 0.8 80.0 7,600.00$ 0.78 2,800.00$ 0 -$ 10,400.00$Site Establishment 20,000.00$Location of Existing Services @$2.95 per mtr of sewer main 1,888.00$Tree Removal @ $2,000 per tree assume 1 tree every 100mtrs of trench 12,800.00$Fence Removal and In-install @$425 per fence and 1 fence per existing lot 1,275.00$Rock Excavation Allowance @$276.00 per trench mtr. Assume 10% of trenching in rock 17,664.00$Spoil Removal @$12.00 per m3, 0.36m3 per mtr of trench 2,764.80$Cost for sewer junctions: 14 exisitng lots @ $350.00 1,050.00$Traffic Control @$25.00 per mtr of sewer main 16,000.00$Sewer main pressure testing @2.00 per mtr of sewer main 1,280.00$Provision for CCTV testing or sewer main @$2.40 per mtr in addition to standard pressue test 1,536.00$Septic Tank Decommissioning 2,400.00$Landscaping @$15.00 per mtr of sewer main 9,600.00$Total 640 176,000.00$


Sewer Construction Cost Per Lot EstimateCatachment Area (m2) Cost

Total mtrsSewer

No. ExistingLots Ave Size

DeleveopedLot Size

PotientialNo. Lots

Cost Per LotExisting

Cost Per LotPotiential

Pump 11 72300 230,000$ 743 14 5164 2500 29 16,400$ 8,000$2 75300 268,000$ 852 29 2597 2500 30 9,200$ 8,900$3 81800 166,000$ 573 4 20450 2500 33 41,500$ 5,100$4 144800 281,000$ 791 46 3148 2500 58 6,100$ 4,900$5 53000 201,000$ 744 2 26500 2500 21 100,500$ 9,500$6 42000 71,000$ 202 2 21000 2500 17 35,500$ 4,200$

Total 469200 1,217,000$ 3904 97 188

Pump 27 266200 587,000$ 2352 5 53240 2500 106 117,400$ 5,500$8 101500 133,000$ 441 2 50750 2500 41 66,500$ 3,300$9 188900 316,000$ 1096 28 6746 2500 76 11,300$ 4,200$

Total 556600 1,036,000$ 3890 35 223

Pump 310 123100 306,000$ 1021 19 6479 2500 49 16,100$ 6,200$11 184600 278,000$ 987 11 16782 2500 74 25,300$ 3,800$12 237700 484,000$ 1877 10 23770 2500 95 48,400$ 5,100$13 185300 176,000$ 640 3 61767 2500 74 58,700$ 2,400$

Total 730700 1,244,000$ 4525 43 292

Area (m2) CostTotal mtrs

Sewer # Existing LotsAve Cost perLot Exisitng

Ave Cost PerLot Potiential

SubTotal 1756500 3,497,000$ 12319 175 703 20,000.00$ 5,000.00$

Additional CostItem Quanity Unit Rate TotalPump Station 1 1 Item 130,000$ 130,000$Pump Station 2 1 Item 130,000$ 130,000$Pump Station 3 1 Item 130,000$ 130,000$SRM from Pump 1 450 mtr 110$ 49,500$Under boring for SRM 250 mtr 200$ 50,000$Installation Pump 1 1 Item 37,000$ 37,000$SRM from Pump 2 1150 mtr 110$ 126,500$Under boring for SRM 200 mtr 200$ 40,000$Installation Pump 2 1 Item 37,000$ 37,000$SRM from Pump 3 290 mtr 110$ 31,900$Under boring for SRM 50 mtr 200$ 10,000$Installation Pump 3 1 Item 37,000$ 37,000$Electricity to Pump 3 Item 20,000$ 60,000$Water to Pump 3 Item 5,000$ 15,000$Engineering Design 1 Item 10% 438,100$Engineering Management 1 Item 10% 438,100$Contingency 1 Item 10% 438,100$Feature and Level Survey 703 Lot 125.00$ 87,900$Easement Creation 175 Lot 1,200.00$ 210,000$Environmental Approval 13 Catchment 5,000.00$ 65,000$Sub Total 2,561,000$

Total Development Cost SummaryItemSewer Reticulation 3,497,000$Additional Costs 2,561,000$Total 6,058,000$

Cost per Exisitng Lot 34,600.00$Cost per potiential fully developed lot 8,600.00$

Esler and Associates Sewer Reticulation Feasibility Report The Rock 15

Proposed Development StagingStage Item Cost Progressive Cost

1 Engineering Design Stage 1 52,150$Engineering Management Stage 1 52,150$Feature and Level Survey 3,615$Easement Creation 16,800$Environmental Approvals 5,000$Contingency 52,150$Reticulated Sewer Catchment 1 230,000$Sewer Pump Station 1 Supply 130,000$Sewer Pump Sation 1 Installation 37,000$Sewer Pump Station 1 Power Supply 20,000$Sewer Pump Station 1 Water Supply 5,000$Sewer Rising Main 49,500$Under boring 50,000$

703,300$2 Engineering Design Stage 2 26,800$

Engineering Management Stage 2 26,800$Feature and Level Survey 3,765$Easement Creation 34,800$Environmental Approvals 5,000$Contingency 26,800$Reticulated Sewer Catchment 2 268,000$

1,095,300$3 Engineering Design Stage 3 16,600$






2,029,100$


6 Engineering Design Stage 6 7,100$Engineering Management Stage 6 7,100$Feature and Level Survey 2,100$Easement Creation 2,400$Environmental Approvals 5,000$Contingency 7,100$Reticulated Sewer Catchment 6 71,000$


Engineering Management Stage 7 66,450$Feature and Level Survey 6,155$Easement Creation 22,800$Environmental Approvals 5,000$Contingency 66,450$Reticulated Sewer Catchment 10 306,000$Sewer Pump Station 2 Supply 130,000$Sewer Pump Sation 2 Installation 37,000$Sewer Pump Station 2 Power Supply 20,000$Sewer Pump Station 2 Water Supply 5,000$Sewer Rising Main 126,500$Under boring 40,000$







4,322,300$


11 Engineering Design Stage 11 82,090$Engineering Management Stage 11 82,090$Feature and Level Survey 13,310$Easement Creation 6,000$Environmental Approvals 5,000$Contingency 82,090$Reticulated Sewer Catchment 7 587,000$Sewer Pump Station 3 Supply 130,000$Sewer Pump Sation 3 Installation 37,000$Sewer Pump Station 3 Power Supply 20,000$Sewer Pump Station 3 Water Supply 5,000$Sewer Rising Main 31,900$Under boring 10,000$





6,058,000$


lockhart shire council sewerage reticulation feasibility

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