Delivery 2 Report Final - Nelson City Councilnelson.govt.nz/.../Delivery-2-Report-for-Review-sm-Part3.pdf · All options where designed using NZTA MOTSAM part 2, ... The existing

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Opus International Consultants Ltd

Appendix B – Option 1 Design, Plans and Estimates

Design Details All options where designed using NZTA MOTSAM part 2, NCC Land development manual 2010 and Cycling Aspects of Austroads Guides 2014

1 Option 1 The existing legal road corridor has an average width of 20.1m. 3 Concept options for the route have been investigated which vary in price. Only the full road upgrade option has been priced as this is the most expensive. This option takes every road user into consideration.

On Road Options: Main Option – Parking on both sides: This option has parking on both sides and on road cycle lanes. This is achieved by widening the existing road seal width, moving the existing parking closer to the boundary and narrowing the existing footpath.

• Relocate existing parallel parking closer to boundaries • Remarked the road to fit on road cycleway in • Narrow existing footpath and install new kerb & channel • 3.5m wide road lanes, 1.8m cycle lanes & 2m wide parking bays

Alternative Option – Parking on one side: This option fits between the existing kerb & channel for most of the route. Parking is restricted to one side only (which side can vary) and new on road cycle lanes, this is achieved by removing parking on one side of the road and remarking the road layout.

Alternative Option – No parking: This option fits between the existing kerb & channel for most of the route. New on road cycle lanes and a median strip are marked along the whole route, this is achieved by removing parking on both sides of the road and remarking the road layout. A wider median can also be achieved in places where needed due to the extra shoulder width.

Off Road Options: These where looked at along the route but due to the busy road and high access way numbers, an off road option was not considered. This was due to lack of width and safety zone next to adjoining boundaries and sight visibility for motorists driving out of their access ways. To achieve an off road option, parking would need to be removed along the route to allow for a safety buffer zone, the required safety width varies and would not meet the desired distance.

1 | Date Edited: 10 July 2014 Opus International Consultants Ltd

PREPARED BY: RATES CHECKED:

Sam Allen Andrew Ferguson

6 June 2014 25 June 2014

1.1

1.1.1 Prepare and Manage Quality Plan and Programme LS 1 500.00$ 500.00$

1.1.2 Weekly Progress Reports ea 30 100.00$ 3,000.00$

1.1.3 Deliver As Built Plans, RAMM Data Forms and Road Construction Forms LS 1 2,500.00$ 2,500.00$

1.1.4 Prepare and Manage Environmental Mitigation Plan LS 1 1,500.00$ 1,500.00$

Sub - Total 7,500.00$

1.2

1.2.1 Establishment (including location and protection of services) LS 1 60,000.00$ 60,000.00$

1.2.2 Traffic Control and Management of Traffic Management Plan LS 1 40,000.00$ 40,000.00$

1.2.3 Removal of pavement markings 100mm wide m2 3230 30.00$ 96,900.00$

1.2.4 Sawcut existing Road m 1700 4.00$ 6,800.00$

1.2.5 Cut To Waste including kerb, Footpath, Pavement & vegetation m3 4420 25.00$ 110,500.00$

1.2.6 Imported Hard fill (Provisional) m3 680 40.00$ 27,200.00$ 1.2.7 New 425mm Kerb & Channel m 3400 175.00$ 595,000.00$

1.2.8New 1.5m wide Concrete Footpath 100mm thick, 25MPa. Rate Includes 100mm Thick compacted AP40 under concrete

m3 5100 50.00$ 255,000.00$

1.2.9 40mm Mix15 Asphalt m2 5780 30.00$ 173,400.00$ 1.2.10 Grade 3/5 2-Coat Seal m2 5780 15.00$ 86,700.00$ 1.2.11 150mm AP 40 - Supply, Place and Compact m3 867 100.00$ 86,700.00$ 1.2.12 200mm AP 65 - Supply, Place and Compact m3 1156 85.00$ 98,260.00$ 1.2.13 Paint New 100mm Wide solid white line m 6800 3.00$ 20,400.00$ 1.2.14 Paint New 100mm No Parking line m 1000 4.00$ 4,000.00$ 1.2.15 Paint New Cycle Symbol Every 100m ea 40 20.00$ 800.00$

1.2.16 Paint New Median 2.5 Wide and 15m long section. Rate includes white RRPMs ea 4250 7.00$ 29,750.00$

1.2.17 Paint Green Cycle area near crossings and intersections 1.5m wide m 300 50.00$ 15,000.00$

1.2.18 Relocate existing sumps ea 50 2,500.00$ 125,000.00$ 1.2.19 Relocation of Services (Provisional) LS 1 60,000.00$ 60,000.00$ 1.2.20 New Services (Provisional) LS 1 50,000.00$ 50,000.00$ 1.2.21 New planting in areas (Provisional) LS 1 30,000.00$ 30,000.00$ 1.2.22 New Cycle crossing with islands LS 2 16,000.00$ 32,000.00$

Sub - Total 2,003,410.00$

1.3



Amount

Preliminary and General Whole Option

ROUGH ORDER ESTIMATE OF PRICES

Delivery 2Option 1

Item No Description of work Unit Qty Rate

Tahunanui Cycleway Network

The scheduled rates and amounts tendered by a person registered in terms of The Goods and Services Tax Act 1985 shall exclude GST

Note that the rough order estimate below is for the option of road widening. The option of markings layout change was not priced due to the likely need for loss of parking.

Tahunanui Drive - Road Widening Upgrade 1700m

Tahunanui Drive - Narrow Sections Upgrade 400m


1.3.4 Paint New 100mm Wide solid white line m 800 3.00$ 2,400.00$

1.3.5 Paint New 100mm Wide White Centre Line (3m line 7m Gap) m 200 5.00$ 1,000.00$

1.3.6 Paint New 100mm No Parking line m 800 4.00$ 3,200.00$ 1.3.7 Paint New Cycle Symbol Every 100m ea 10 20.00$ 200.00$

1.3.8 Paint New Median 2.5 Wide and 15m long section. Rate includes white RRPMs ea 1000 7.00$ 7,000.00$


1.3.10 New Cycle crossing with islands LS 2 16,000.00$ 32,000.00$ Sub - Total 79,600.00$

1.1 7,500.00$ 1.2 2,003,410.00$ 1.3 79,600.00$

CONTINGENCY RISK 25% 522,627.50$ 2,613,137.50$ TOTAL

Tahunanui Drive - Road Widening Upgrade 1700mTahunanui Drive - Narrow Sections Upgrade 400m

+/-

SUMMARYPreliminary and General Whole Option

20


Appendix C – Option 2 Design, Plans and Estimates

Design Details

2 Option 2 Beach Road – On Road: This section fits between the existing kerb & channel. New on road cycle lanes, this is achieved by removing parking on one side of the road and remarking the road layout.

• Remove the existing parallel parking on the Left Hand Side (LHS) of the road, (Right Hand side has existing angle parking)

• Move the road markings over closer to the LHS • New LHS marked on road cycleway • 3.5m wide marked road lanes • New 1.5m wide RHS cycleway between existing dish channel and new white edge line (this

utilises the existing shoulder strip between the angled parking and the road edge) • Existing facility width is 7.2m (Page 36 Austroads Cycling Aspect guide) we are upgrading this

to the minimum of 7.4m, this does not meet table 4-13 page 46 of the NCC land development manual.

An option for widening the road to keep LHS parking was investigated but the cost outweighed the benefits.

Alternative Beach Road - Off Road: As an alternative for an on road cycleway, the existing grass verge in the Tahunanui Playing fields was considered. This would require building a new 3m wide sealed shared space.

Benefits: • Doesn’t affect the existing road layout • Suitable for all cyclist levels • Can plant around cycleway for better aesthetics

Disbenefits: • Higher cost over upgrading existing road markings

Waikare Street: This option has parking on both sides and on road cycle lanes. This is achieved by widening the existing road seal width, moving the existing parking closer to the boundary and narrowing the existing grass berm. This will reduce parking on the existing berms and provide a better route for cyclists.

• Relocate existing parallel parking closer to boundaries, better parking area for residents • Remarked the road to fit on road cycleway in • Narrow existing grass berm for new footpath and install new kerb & channel • 3.5m wide road lanes, 1.8m cycle lanes & 2m wide parking bays

Benefits: • Increased parking capacity for residents • Marked on road cycle lanes, safer space for cyclists • Tidy up area with new road layout

Muritai Street: The existing legal road corridor is 20.1m wide and the existing road is of a high standard with good size lanes, parking and cycle lanes. This section of the route does not have any major works as this


Design Details

has been done recently. It has been allowed for intersection upgrades with green paint for cyclists only which will provide a better route.

Parkers Road: The existing road is very wide with 3.5m lanes and 3m wide shoulders that are no parking areas. This section is short and requires cyclists to cross the road in 2 locations, to achieve this new cycle lanes are added to the existing wide shoulder area and 2 new crossing points for cyclist are constructed.

Benefits: • Marked on road cycle lanes, safe space for cyclists • Provides a safe place for cyclist and pedestrians to cross the busy parkers road

Disbenefits: • Large portion of heavy vehicles use this road • Muritai Intersection has a few width constraints where cyclist may need to use the existing

footpath for a small section

Pascoe Street: This option only has parking on one side of the road and uses the existing right hand side kerb & channel. Parking is restricted to the left hand side only and new on road cycle lanes are created on both sides of the road. This is achieved by removing parking on the right hand side of the road, widening the left hand side and remarking the road layout. Also due to this being a built up industrial area with lots of entrances along the route, widening up to the boundary would create blind spots for vehicles exiting the driveways which could result in higher cycle crashes.

Benefits: • Marked on road cycle lanes, safe space for cyclists • Less blind spots for all users

Disbenefits: • Large portion of heavy vehicles use this road • Loss of parking on right hand side of the road

Merton Place: The existing road is a side road with no marked on road parking. This option fits between the existing kerb & channel. New on road cycle lanes are created, this is achieved by removing parking on both sides of the road and remarking the road layout. By removing parking areas for this short stretch of route most of the businesses around here already have their own off road parking areas.

Benefits: • Marked on road cycle lanes, safe space for cyclists

Disbenefits: • Large portion of heavy vehicles use this road • Loss of parking on road

Nelson Junction (Mitre 10): The existing reserve and grassed land has plenty of open space to put a new cycleway / shared space through, a new bridge across Jenkins creek will need to be installed and approval from the land owners would need to be granted.

Benefits: • Off road route for cyclists


Design Details

• Connects surrounding roads to cycleway, better for cyclists • Provides a direct route for workers from the railway reserve

Disbenefits: • Need to get land owner consent




26 May 2014 25 June 2014

2.1





Sub - Total 7,000.00$

2.2

2.2.1 Establishment (including location and protection of services) LS 1 500.00$ 500.00$

2.2.2 Traffic Control and Management of Traffic Management Plan LS 1 500.00$ 500.00$


2.2.4 Paint New 100mm Wide White Edge line m 810 3.00$ 2,430.00$


2.2.6 Paint New Cycle Symbol Every 100m ea 8 20.00$ 160.00$


2.2.8 New Cycle crossing with islands on Beach Road, near Waikare Street Intersection LS 1 16,000.00$ 16,000.00$

Sub - Total 31,300.00$

2.2A

2.2A.1 Establishment (including location and protection of services) LS 1 4,200.00$ 4,200.00$

2.2A.2 Traffic Control and Management of Traffic Management Plan LS 1 2,800.00$ 2,800.00$

2.2A.3 Strip Topsoil 150mm Deep m3 441 20.00$ 8,820.00$ 2.2A.4 Cut To Fill (Provisional) m3 200 25.00$ 5,000.00$ 2.2A.5 Imported Hard fill m3 630 40.00$ 25,200.00$

2.2A.6New 3m wide Concrete Cycleway 100mm thick, 25MPa. Rate Includes 100mm Thick compacted AP40 under concrete

m3 1260 50.00$ 63,000.00$

2.2A.7 Paint 100mm wide Solid white centre line m 420 3.00$ 1,260.00$

2.2A.8 Respread topsoil on batters 150mm thick and sow with grass m3 441 40.00$ 17,640.00$

2.2A.9 New planting in areas (Provisional) LS 1 3,000.00$ 3,000.00$

2.2A.10 New Cycle crossing with islands on Beach Road, near Waikare Street Intersection LS 1 16,000.00$ 16,000.00$

Sub - Total 146,920.00$

2.3

Beach Road - On Road 405m


Waikare Street - On Road 125m

Beach Road - Alternative Off Road 420m


Tahunanui Cycleway NetworkDelivery 2

AmountItem No Description of work Unit Qty Rate

Option 2The scheduled rates and amounts tendered by a person registered in terms of The Goods and

Services Tax Act 1985 shall exclude GST



2.3.3 Cut To Waste including kerb, Footpath and Vegetation m3 750 25.00$ 18,750.00$

2.3.4 New 425mm Kerb and Channel m 250 175.00$ 43,750.00$

2.3.5 New 1.5m wide footpath 25mm Mix10 Asphalt m2 375.0 30.00$ 11,250.00$

2.3.6 New footpath 150mm compacted AP40 m3 56.3 100.00$ 5,625.00$ 2.3.7 150mm AP 40 - Supply, Place and Compact m3 75 100.00$ 7,500.00$ 2.3.8 200mm AP 65 - Supply, Place and Compact m3 100 85.00$ 8,500.00$ 2.3.9 Grade 3/5 2-Coat Seal m2 500 15.00$ 7,500.00$

2.3.10 Paint New 100mm Wide White Edge line m 250 3.00$ 750.00$

2.3.11 Paint New 100mm Wide White Centre Line (3m line 7m Gap) m 125 5.00$ 625.00$



2.3.14 Topsoil batters 150mm thick and sow with grass m3 63.75 40.00$ 2,550.00$

2.3.15 New planting in areas (Provisional) LS 1 3,000.00$ 3,000.00$ 2.3.16 Relocate existing sumps ea 4 2,500.00$ 10,000.00$ 2.3.17 New Services (Provisional) LS 1 10,000.00$ 10,000.00$

Sub - Total 139,380.00$

2.4



2.4.3 Paint New 100mm Wide White Edge line m 200 3.00$ 600.00$ 2.4.4 Paint New Cycle Symbol Every 100m ea 16 20.00$ 320.00$



2.5





2.5.6 New Cycle crossing with islands (Provisional) LS 2 16,000.00$ 32,000.00$

Sub - Total 40,620.00$

2.6



2.6.3 Cut To Waste including kerb, Footpath and plantings m3 506 25.00$ 12,650.00$


Pascoe Street - On Road 460m

Muritai Street- On Road 890m

Parkers Road - On Road 90m








2.6.15 Topsoil batters 150mm thick and sow with grass m3 30 40.00$ 1,200.00$

2.6.16 New planting in areas (Provisional) LS 1 3,000.00$ 3,000.00$ 2.6.17 Relocate existing sumps ea 5 2,500.00$ 12,500.00$ 2.6.18 New Services (Provisional) Ls 1 10,000.00$ 10,000.00$ 2.6.19 New Cycle crossing with islands LS 1 16,000.00$ 16,000.00$

Sub - Total 232,260.00$

2.7



2.7.3 Removal of pavement markings 100mm wide m2 3 30.00$ 90.00$



Sub - Total 7,420.00$

2.8



2.8.3 Strip Topsoil 150mm Deep m3 526.5 20.00$ 10,530.00$ 2.8.4 Cut To waste (Provisional) m3 100 25.00$ 2,500.00$ 2.8.5 Imported Hard fill (Provisional) m3 300 40.00$ 12,000.00$

2.8.6New 3m wide Concrete cycleway 100mm thick, 25MPa. Rate Includes 100mm Thick compacted AP40 under concrete

m3 1710 50.00$ 85,500.00$

2.8.7 Paint 100mm wide Solid white centre line m 585 3.00$ 1,755.00$ 2.8.8 Paint New Cycle Symbol Every 100m ea 8 20.00$ 160.00$

2.8.9 Respread topsoil on batters 150mm thick and sow with grass m3 526.5 40.00$ 21,060.00$

2.8.10 New planting in areas (Provisional) LS 1 20,000.00$ 20,000.00$ 2.8.11 New 3m Wide cycle bridge LS 1 100,000.00$ 100,000.00$ 2.8.12 Relocation of Services (Provisional) LS 1 10,000.00$ 10,000.00$

Sub - Total 272,305.00$

2.1 7,000.00$ 2.2 31,300.00$

2.2A 146,920.00$

Nelson Junction (Mitre 10 Area) - Off Road 585m

Merton Place - On Road 110m

Beach Road - On Road 405mBeach Road - Alternative Off Road 420m

Preliminary and General Whole OptionSUMMARY

2.3 139,380.00$ 2.4 25,720.00$ 2.5 40,620.00$ 2.6 232,260.00$ 2.7 7,420.00$ 2.8 272,305.00$

CONTINGENCY RISK 25%1,089,531.25$

945,006.25$ OR TOTAL - BEACH RD ON ROADTOTAL - BEACH RD OFF ROAD

Pascoe Street - On Road 460mMerton Place - On Road 110mNelson Junction (Mitre 10 Area) - Off Road 585m

+/-

Muritai Street- On Road 890mWaikare Street - On Road 125m


21


Appendix D – Option 4 Design, Plans and Estimates

Design Details

3 Option 4 Beach Road – On Road: This option fits between the existing kerb & channel. New on road cycle lanes, this is achieved by removing parking on one side of the road and remarking the road layout.

• Remove the existing parallel parking on the Left Hand Side (LHS) of the road, (Right Hand side has existing angle parking)

• Move the road markings over closer to the LHS • New LHS marked on road cycleway • 3.5m wide marked road lanes • New 1.5m wide RHS cycleway between existing dish channel and new white edge line (this

utilises the existing shoulder strip between the angled parking and the road edge) • Existing facility width is 7.2m (Page 36 Austroads Cycling Aspect guide) we are upgrading this

to the minimum of 7.4m, this does not meet table 4-13 page 46 of the NCC land development manual.

An option for widening the road to keep LHS parking was investigated but the cost outweighed the benefits.

Waikare Street: This option has parking on both sides and on road cycle lanes. This is achieved by widening the existing road seal width, moving the existing parking closer to the boundary and narrowing the existing grass berm. This will reduce parking on the existing berms and provide a better route for cyclists.

• Relocate existing parallel parking closer to boundaries, better parking area for residents • Remarked the road to fit on road cycleway in • Narrow existing grass berm for new footpath and install new kerb & channel • 3.5m wide road lanes, 1.8m cycle lanes & 2m wide parking bays

Benefits: • Increased parking capacity for residents • Marked on road cycle lanes, safer space for cyclists • Tidy up area with new road layout

Muritai Street: The existing legal road corridor is 20.1m wide and the existing road is of a high standard with good size lanes, parking and cycle lanes. This section of the route does not have any major works as this has been done recently. It has been allowed for intersection upgrades with green paint for cyclists only which will provide a better route.

Beavans Way: This option of the route utilises the existing footpath connection onto Roto Street. This section can be upgraded to better accommodate cyclists by widening the existing path and painting new markings for better delineation.

Roto Street: This option uses the existing footpath and grass berm areas to create an off road cycleway. This is achieved by widening the existing footpath seal width to accommodate cyclists and pedestrians, to help slow vehicles out of access ways creative planting will be employed along the route.


Design Details

• Existing road is untouched, reducing cost • Cyclist don’t have to compete with cars on the road • Safer space for all cyclist competency levels • Existing services may need to be relocated for this option to work

Parkers Road / Bolt Road Roundabout: The existing bolt road / parkers road roundabout may need to be upgraded for cyclist to use. This could involve widening the existing footpaths. This would need to be considered in more detail once the route was established and cyclist using the route had been consulted with (as cyclist from bolt road already use this roundabout), in turn this has not been priced for in this option.

Bolt Road: The existing road is of a good standard with good size lanes, parking and cycle lanes, however the existing cycle lanes are only 1.5m wide past parallel parking which may need to be upgraded to the latest standard. This would need to be considered in more detail as this is already an established route.

Bolt Road / Quarantine Road Roundabout: The existing bolt road / quarantine road roundabout is of minimal standard for cyclist. This option involves upgrading the roundabout to allow for a safer space for cyclist. This is achieved by adding a crossing point and widening the existing on road cycle lane, and will connect into the existing airport off road cycleway.




3 June 2014 25 June 2014

4.1





Sub - Total 7,000.00$

4.2









4.3



4.3.3 Cut To Waste including kerb, Footpath & Vegetation m3 750 25.00$ 18,750.00$




4.3.10 Paint New 100mm Wide White Edge line m 250 3.00$ 750.00$




4.3.14 Topsoil batters 150mm thick and sow with grass m3 63.75 40.00$ 2,550.00$




Tahunanui Cycleway NetworkDelivery 2Option 4


AmountItem No Description of work Unit Qty Rate


4.3.15 New planting in areas (Provisional) LS 1 3,000.00$ 3,000.00$ 4.3.16 Relocate existing sumps ea 4 2,500.00$ 10,000.00$ 4.3.17 New Services (Provisional) LS 1 10,000.00$ 10,000.00$

Sub - Total 139,380.00$

4.4






4.5



4.5.3 Cut To Waste including kerb, Footpath & Vegetation m3 40 25.00$ 1,000.00$

4.5.4 New 1m wide footpath widening, 25mm Mix10 Asphalt m2 160 30.00$ 4,800.00$

4.5.5 New footpath 150mm compacted AP40 m3 24 100.00$ 2,400.00$ 4.5.6 Paint New 100mm Wide White centre line m 100 3.00$ 300.00$ 4.5.7 Paint New Cycle Symbol Every 100m ea 4 20.00$ 80.00$


4.5.9 Topsoil batters 150mm thick and sow with grass m3 20 40.00$ 800.00$

4.5.10 New planting in areas (Provisional) LS 1 3,000.00$ 3,000.00$ 4.5.11 Relocation of Services (Provisional) LS 1 5,000.00$ 5,000.00$

Sub - Total 20,380.00$

4.6



4.6.3 Sawcut existing Road m 100 4.00$ 400.00$

4.6.4 Cut To Waste including Footpath, Pavement & vegetation m3 516 25.00$ 12,900.00$


4.6.7New 3m wide Concrete Shared space 100mm thick, 25MPa. Rate Includes 100mm Thick compacted AP40 under concrete

m3 2580 50.00$ 129,000.00$

4.6.8 Grade 3/5 2-Coat Seal m2 100 15.00$ 1,500.00$ 4.6.9 150mm AP 40 - Supply, Place and Compact m3 15 100.00$ 1,500.00$

4.6.10 200mm AP 65 - Supply, Place and Compact m3 20 85.00$ 1,700.00$ 4.6.11 Paint New 100mm Wide White Edge line m 200 3.00$ 600.00$ 4.6.12 Paint New 100mm Wide White centre line m 800 3.00$ 2,400.00$ 4.6.13 Paint New Cycle Symbol Every 100m ea 8 20.00$ 160.00$


4.6.15 Relocation of Services (Provisional) LS 1 30,000.00$ 30,000.00$


Beavens Way - Off Road 160m

Roto Street - Off Road 430m

4.6.16 New Services (Provisional) LS 1 10,000.00$ 10,000.00$ 4.6.17 New planting in areas (Provisional) LS 1 20,000.00$ 20,000.00$

4.6.18 Topsoil on batters 100mm thick and sow with grass m3 86 40.00$ 3,440.00$

4.6.19 Intersection Layout Change (Provisional) PS 1 40,000.00$ 40,000.00$ 4.6.20 New Cycle crossing with islands LS 1 16,000.00$ 16,000.00$

Sub - Total 301,950.00$

4.7




4.7.4 Cut To Waste including Footpath, Pavement & vegetation m3 24 25.00$ 600.00$

4.7.5 Imported Hard fill (Provisional) m3 65 40.00$ 2,600.00$ 4.7.6 New 425mm Kerb & Channel m 50 175.00$ 8,750.00$ 4.7.7 Grade 3/5 2-Coat Seal m2 100 15.00$ 1,500.00$ 4.7.8 150mm AP 40 - Supply, Place and Compact m3 15 100.00$ 1,500.00$ 4.7.9 200mm AP 65 - Supply, Place and Compact m3 20 85.00$ 1,700.00$



4.7.13 New Cycle crossing with islands (Provisional) LS 1 16,000.00$ 16,000.00$

4.7.14 Relocation of Services (Provisional) LS 1 30,000.00$ 30,000.00$ Sub - Total 70,670.00$

4.1 7,000.00$ 4.2 31,300.00$ 4.3 139,380.00$ 4.4 39,560.00$ 4.5 20,380.00$ 4.6 301,950.00$ 4.7 70,670.00$

CONTINGENCY RISK 25% 152,560.00$ 762,800.00$


Bolt Road / Quarantine Road Intersection


TOTAL+/-


Bolt Road / Quarantine Road Intersection

Beavens Way - Off Road 160mRoto Street - Off Road 430m


22


Appendix E – Option 6 Design, Plans and Estimates

Design Details

4 Option 6 Beach Road - Off Road: The existing legal road corridor has an average width of 20.1m, which this option does not use. This option utilises the existing grass verge in the Tahunanui Playing fields, this would require building a new 3m wide sealed shared space.

Benefits: • Doesn’t affect the existing road layout • Suitable for all cyclist levels • Can plant around cycleway for better aesthetics

Disbenefits: • Higher cost over upgrading existing road markings

Golf Road: This option has parking on one side only and off road cycle lanes. This is achieved by removing the existing right hand side on road parking, shifting the road to the left and creating a new 3m wide cycleway, creating new 1.5m wide footpaths and planting the existing grass berms to separate the different areas. This will provide a better route for cyclists.

• Relocate existing left hand side parallel parking closer to boundaries and creating better parking area for residents

• Remarked the road • Narrow existing grass berm for new footpath & cycleway and install new kerb & channel

Benefits: • Separated cycle lanes away from traffic • Tidy up area with new road layout and planting

Parkers Road: The existing legal road corridor is 17m wide with existing constraints up to the boundary. The existing road is narrow with no on road markings. This option fits between the existing kerb & channel, this is achieved by removing parking on both sides of the road and creating a physical concrete island to separate the cyclists from the traffic. This creates a safer zone for cyclists.

Benefits: • Separated cycle lanes away from traffic • Safer space for cyclists

Awatea Place: The existing legal road corridor is 16m wide in a quiet cul-de-sac. This option removes on road parking on both sides and creates separate on road cycle lanes. This is achieved by widening the existing road seal width, removing the existing parking and narrowing the existing berm.


Golf Course: The existing golf course grassed land has plenty of open space to put a new cycleway / shared space through and approval from the land owners would need to be granted. This would create an off road course away from the busy roads.


Design Details

Benefits: • Off road route for cyclists • Connects surrounding roads to cycleway, better for cyclists • Provides a direct route for workers from the whakatu drive


Bolt Road – Off Road: The existing road already has on road cycle lanes for confident cyclist, which this option does not use. This option utilises the existing grass verge along bolt road to create an all level cycleway, this would require building a new 3m wide sealed shared space which would tie into the existing airport cycleway.

Benefits: • Doesn’t affect the existing road layout • Off road route for cyclists suitable for all cyclist levels • Can plant around cycleway for better aesthetics • Connects surrounding roads to cycleway, better for cyclists • Provides a direct route for workers from the whakatu drive

Disbenefits: • Higher cost over upgrading existing road markings • Need to get land owner consent


Design Details

5 Option 6A Parkers Road: The existing legal road corridor is 17m wide with existing constraints up to the boundary. The existing road is narrow with no on road markings. This option is achieved by removing parking on the right hand side of the road and widening the existing footpath to fit both pedestrians and cyclists in. This separates the cyclists from the traffic. This creates a safer zone for cyclists.


Disbenefits: • Loss of on road parking

Otterson Street – Off Road: The existing road is narrow and cannot fit on road cycle lanes, but the existing berm is wide enough to fit a shared space in. This will be achieved by adding a new cycleway behind the existing kerb and a new footpath on the other edge closest to the boundary.

Benefits: • Doesn’t affect the existing road layout • Off road route for cyclists suitable for all cyclist levels • Can plant around cycleway for better aesthetics

Disbenefits: • More hazards for vehicle driving out of driveways

Golf Haven Way – Off Road: The existing road is narrow and privately owned and cannot fit on road cycle lanes, but the existing berm is wide enough to fit a shared space in. This will be achieved by adding a new cycleway behind the existing kerb and a new footpath on the other edge closest to the boundary.

Benefits: • Doesn’t affect the existing road layout • Off road route for cyclists suitable for all cyclist levels • Can plant around cycleway for better aesthetics


Bolt Road – Off Road: The existing road already has on road cycle lanes for confident cyclist, which this option does not use. This option utilises the existing grass verge along bolt road to create an all level cycleway, this would require building a new 3m wide sealed shared space which would tie into the existing airport cycleway.

Benefits: • Doesn’t affect the existing road layout • Off road route for cyclists suitable for all cyclist levels • Can plant around cycleway for better aesthetics • Connects surrounding roads to cycleway, better for cyclists • Provides a direct route for workers from the whakatu drive


Design Details

Disbenefits: • Higher cost over upgrading existing road markings • Need to get land owner consent




29 May 2014 25 June 2014

6.1





Sub - Total 7,500.00$

6.2



6.2.3 Strip Topsoil 150mm Deep m3 603 20.00$ 12,060.00$ 6.2.4 Cut To Waste (Provisional) m3 300 25.00$ 7,500.00$ 6.2.5 Imported Hard fill (Provisional) m3 100.5 40.00$ 4,020.00$

6.2.6New 3m wide Concrete Cycleway 100mm thick, 25MPa. Rate Includes 100mm Thick compacted AP40 under concrete

m3 2010 50.00$ 100,500.00$

6.2.7 Respread topsoil on batters 150mm thick and sow with grass m3 603 40.00$ 24,120.00$

6.2.8 New planting in areas (Provisional) LS 1 6,000.00$ 6,000.00$ 6.2.9 New Cycle crossing with islands LS 2 16,000.00$ 32,000.00$


6.3








m3 2310 50.00$ 115,500.00$


m3 1155 50.00$ 57,750.00$


Qty Rate




Amount


Golf Road - Off Road 770m

Beach Road - Off Road 670m

Item No Description of work Unit

6.3.12 200mm AP 65 - Supply, Place and Compact m3 308 85.00$ 26,180.00$ 6.3.13 Paint New 100mm Wide White Edge line m 800 3.00$ 2,400.00$




6.3.17 Relocate existing sumps ea 16 2,500.00$ 40,000.00$ 6.3.18 Relocation of Services (Provisional) LS 1 30,000.00$ 30,000.00$ 6.3.19 New Services (Provisional) LS 1 10,000.00$ 10,000.00$ 6.3.20 New planting in areas (Provisional) LS 1 20,000.00$ 20,000.00$


6.3.22 New Cycle crossing with islands LS 1 16,000.00$ 16,000.00$ 6.3.23 Land Purchase Required

Sub - Total 780,140.00$

6.4




6.4.4 Cut To Waste including kerb, Footpath, Pavement m3 20 25.00$ 500.00$

6.4.5 New 425mm Kerb & Channel m 10 175.00$ 1,750.00$

6.4.6 New 600mm Concrete island separator with hold down bolts m3 10 450.00$ 4,500.00$


m3 30 50.00$ 1,500.00$

6.4.8 Grade 3/5 2-Coat Seal m2 50 15.00$ 750.00$ 6.4.9 150mm AP 40 - Supply, Place and Compact m3 8 100.00$ 750.00$

6.4.10 200mm AP 65 - Supply, Place and Compact m3 10 85.00$ 850.00$ 6.4.11 Paint New 100mm Wide White Edge line m 120 3.00$ 360.00$




6.4.15 Relocation of Services (Provisional) LS 1 20,000.00$ 20,000.00$ 6.4.16 New Services (Provisional) LS 1 10,000.00$ 10,000.00$ 6.4.17 New planting in areas (Provisional) LS 1 10,000.00$ 10,000.00$

Sub - Total 60,500.00$

6.5




6.5.4 Cut To Waste including kerb, Footpath & Pavement m3 320 25.00$ 8,000.00$


6.5.6 New 600mm Concrete island separator with hold down bolts m3 5.6 450.00$ 2,520.00$

Awatea Place - Off Road 80m



m3 20 50.00$ 1,000.00$


6.5.10 200mm AP 65 - Supply, Place and Compact m3 48 85.00$ 4,080.00$ 6.5.11 Paint New 100mm No Parking line m 160 4.00$ 640.00$




6.5.15 Relocation of Services (Provisional) LS 1 20,000.00$ 20,000.00$ 6.5.16 Relocate existing sumps ea 2 2,500.00$ 5,000.00$ 6.5.17 New Services (Provisional) LS 1 10,000.00$ 10,000.00$ 6.5.18 New planting in areas (Provisional) LS 1 10,000.00$ 10,000.00$

Sub - Total 105,140.00$

6.6



6.6.3 Strip Topsoil 150mm Deep m3 630 20.00$ 12,600.00$ 6.6.4 Cut To Waste (Provisional) m3 300 25.00$ 7,500.00$ 6.6.5 Imported Hard fill (Provisional) m3 105 40.00$ 4,200.00$


m3 2100 50.00$ 105,000.00$


6.6.8 New Culvert and Back Fill LS 1 5,000.00$ 5,000.00$ 6.6.9 New planting in areas (Provisional) LS 1 30,000.00$ 30,000.00$


6.7



6.7.3 Strip Topsoil 150mm Deep m3 360 20.00$ 7,200.00$ 6.7.4 Cut To Waste (Provisional) m3 200 25.00$ 5,000.00$ 6.7.5 Imported Hard fill (Provisional) m3 100 40.00$ 4,000.00$


m3 1200 50.00$ 60,000.00$


6.7.8 New planting in areas (Provisional) LS 1 30,000.00$ 30,000.00$ 6.7.9 Relocation of Services (Provisional) LS 1 20,000.00$ 20,000.00$

Sub - Total 148,100.00$

6.1 7,500.00$ 6.2 214,200.00$ 6.3 780,140.00$ 6.4 60,500.00$ 6.5 105,140.00$

Parkers Road - On Road 120mAwatea Place - Off Road 80m

Golf Course - Off Road 700m

Bolt Road - Off Road 400m

SUMMARYPreliminary and General Whole OptionBeach Road - Off Road 670mGolf Road - Off Road 770m

6.6 208,400.00$ 6.7 148,100.00$

CONTINGENCY RISK 25% 380,995.00$ 1,904,975.00$

Golf Course - Off Road 700mBolt Road - Off Road 400m

+/-TOTAL



29 May 2014 25 June 2014

6A.1

6A.1.1 Prepare and Manage Quality Plan and Programme LS 1 500.00$ 500.00$

6A.1.2 Weekly Progress Reports ea 35 100.00$ 3,500.00$

6A.1.3 Deliver As Built Plans, RAMM Data Forms and Road Construction Forms LS 1 2,500.00$ 2,500.00$

6A.1.4 Prepare and Manage Environmental Mitigation Plan LS 1 1,500.00$ 1,500.00$

Sub - Total 8,000.00$

6A.2

6A.2.1 Establishment (including location and protection of services) LS 1 5,500.00$ 5,500.00$

6A.2.2 Traffic Control and Management of Traffic Management Plan LS 1 2,500.00$ 2,500.00$

6A.2.3 Strip Topsoil 150mm Deep m3 603 20.00$ 12,060.00$ 6A.2.4 Cut To Waste (Provisional) m3 300 25.00$ 7,500.00$ 6A.2.5 Imported Hard fill (Provisional) m3 100.5 40.00$ 4,020.00$

6A.2.6New 3m wide Concrete Cycleway 100mm thick, 25MPa. Rate Includes 100mm Thick compacted AP40 under concrete

m3 2010 50.00$ 100,500.00$

6A.2.7 Respread topsoil on batters 150mm thick and sow with grass m3 603 40.00$ 24,120.00$

6A.2.8 New planting in areas (Provisional) LS 1 6,000.00$ 6,000.00$ 6A.2.9 New Cycle crossing with islands LS 2 16,000.00$ 32,000.00$

6A.2.10 Relocation of Services (Provisional) LS 1 20,000.00$ 20,000.00$ Sub - Total 214,200.00$

6A.3



6A.3.3 Removal of pavement markings 100mm wide m2 150 30.00$ 4,500.00$

6A.3.4 Sawcut existing Road m 1500 4.00$ 6,000.00$

6A.3.5 Cut To Waste including kerb, Footpath, Pavement & vegetation m3 2464 25.00$ 61,600.00$

6A.3.6 Imported Hard fill (Provisional) m3 400 40.00$ 16,000.00$ 6A.3.7 New 425mm Kerb & Channel m 1540 175.00$ 269,500.00$

6A.3.8New 3m wide Concrete cycleway 100mm thick, 25MPa. Rate Includes 100mm Thick compacted AP40 under concrete

m3 2310 50.00$ 115,500.00$

6A.3.9New 1.5m wide Concrete Footpath 100mm thick, 25MPa. Rate Includes 100mm Thick compacted AP40 under concrete

m3 1155 50.00$ 57,750.00$

6A.3.10 Grade 3/5 2-Coat Seal m2 1540 15.00$ 23,100.00$ 6A.3.11 150mm AP 40 - Supply, Place and Compact m3 231 100.00$ 23,100.00$

Amount


Beach Road - Off Road 670m

Golf Road - Off Road 770m


Tahunanui Cycleway NetworkDelivery 2Option 6A



6A.3.12 200mm AP 65 - Supply, Place and Compact m3 308 85.00$ 26,180.00$ 6A.3.13 Paint New 100mm Wide White Edge line m 800 3.00$ 2,400.00$

6A.3.14 Paint New 100mm Wide White Centre Line (3m line 7m Gap) m 750 5.00$ 3,750.00$

6A.3.15 Paint New Cycle Symbol Every 100m ea 8 20.00$ 160.00$

6A.3.16 Paint Green Cycle area near crossings and intersections 1.5m wide m 120 50.00$ 6,000.00$

6A.3.17 Relocate existing sumps ea 16 2,500.00$ 40,000.00$ 6A.3.18 Relocation of Services (Provisional) LS 1 30,000.00$ 30,000.00$ 6A.3.19 New Services (Provisional) LS 1 10,000.00$ 10,000.00$ 6A.3.20 New planting in areas (Provisional) LS 1 20,000.00$ 20,000.00$

6A.3.21 Topsoil on batters 150mm thick and sow with grass m3 315 40.00$ 12,600.00$

6A.3.22 New Cycle crossing with islands LS 1 16,000.00$ 16,000.00$ 6A.3.23 Land Purchase Required

Sub - Total 780,140.00$

6A.4



6A.4.3 Removal of pavement markings 100mm wide m2 12 30.00$ 360.00$

6A.4.4 Cut To Waste including kerb, Footpath, Pavement m3 20 25.00$ 500.00$

6A.4.5 New 425mm Kerb & Channel m 10 175.00$ 1,750.00$

6A.4.6 New 600mm Concrete island separator with hold down bolts m3 10 450.00$ 4,500.00$

6A.4.7New 3m wide Concrete cycleway 100mm thick, 25MPa. Rate Includes 100mm Thick compacted AP40 under concrete

m3 30 50.00$ 1,500.00$

6A.4.8 Grade 3/5 2-Coat Seal m2 50 15.00$ 750.00$ 6A.4.9 150mm AP 40 - Supply, Place and Compact m3 8 100.00$ 750.00$

6A.4.10 200mm AP 65 - Supply, Place and Compact m3 10 85.00$ 850.00$ 6A.4.11 Paint New 100mm Wide White Edge line m 120 3.00$ 360.00$




6A.4.15 Relocation of Services (Provisional) LS 1 20,000.00$ 20,000.00$ 6A.4.16 New Services (Provisional) LS 1 10,000.00$ 10,000.00$ 6A.4.17 New planting in areas (Provisional) LS 1 10,000.00$ 10,000.00$

Sub - Total 60,500.00$

6A.5




6A.5.4 Cut To Waste including kerb, Footpath, Pavement m3 182 25.00$ 4,550.00$


Parkers Road - Off Road 140m (From Awatea Place)


6A.5.7New 3.5m wide Concrete Shared Space 100mm thick, 25MPa. Rate Includes 100mm Thick compacted AP40 under concrete

m3 490 50.00$ 24,500.00$

6A.5.8 Grade 3/5 2-Coat Seal m2 70 15.00$ 1,050.00$ 6A.5.9 150mm AP 40 - Supply, Place and Compact m3 11 100.00$ 1,050.00$

6A.5.10 200mm AP 65 - Supply, Place and Compact m3 14 85.00$ 1,190.00$ 6A.5.11 Paint New 100mm No Parking line m 140 4.00$ 560.00$ 6A.5.12 Paint New 100mm Wide White Edge line m 140 3.00$ 420.00$

6A.5.13 Paint New 100mm Wide White Centre Line (3m line 7m Gap) m 140 5.00$ 700.00$



6A.5.16 Relocation of Services (Provisional) LS 1 40,000.00$ 40,000.00$ 6A.5.17 Relocate existing sumps ea 1 2,500.00$ 2,500.00$ 6A.5.18 New Services (Provisional) LS 1 10,000.00$ 10,000.00$ 6A.5.19 New Cycle crossing with islands LS 1 16,000.00$ 16,000.00$

Sub - Total 136,780.00$

6A.6




6A.6.4 Cut To Waste including kerb, Footpath, Pavement & Vegetation m3 273 25.00$ 6,825.00$

6A.6.5 New 425mm Kerb & Channel m 20 175.00$ 3,500.00$


m3 1365 50.00$ 68,250.00$

6A.6.7 Grade 3/5 2-Coat Seal m2 40 15.00$ 600.00$ 6A.6.8 150mm AP 40 - Supply, Place and Compact m3 6 100.00$ 600.00$ 6A.6.9 200mm AP 65 - Supply, Place and Compact m3 8 85.00$ 680.00$




6A.6.13 Relocation of Services (Provisional) LS 1 30,000.00$ 30,000.00$ 6A.6.14 New Cycle crossing with islands LS 1 16,000.00$ 16,000.00$ 6A.6.15 New Services (Provisional) LS 1 10,000.00$ 10,000.00$ 6A.6.16 New planting in areas (Provisional) LS 1 5,000.00$ 5,000.00$

Sub - Total 155,085.00$

6A.7



6A.7.3 Cut To Waste including Footpath, Pavement & Vegetation m3 120 25.00$ 3,000.00$


Otterson Street - Off Road 390m

Golf Haven Way - Off Road 110m


m3 390 50.00$ 19,500.00$

6A.7.7 Paint New 100mm Wide White Edge line m 110 3.00$ 330.00$

6A.7.8 Paint New 100mm Wide White Centre Line (3m line 7m Gap) m 110 5.00$ 550.00$



6A.7.11 Relocation of Services (Provisional) LS 1 10,000.00$ 10,000.00$ 6A.7.12 New planting in areas (Provisional) LS 1 10,000.00$ 10,000.00$ 6A.7.13 Land Purchase Required

Sub - Total 51,730.00$

6A.8



6A.8.3 Cut To Waste (Provisional) m3 184 25.00$ 4,600.00$ 6A.8.4 Imported Hard fill (Provisional) m3 100 40.00$ 4,000.00$

6A.8.5New 4m wide Concrete shared space 100mm thick, 25MPa. Rate Includes 100mm Thick compacted AP40 under concrete

m3 920 50.00$ 46,000.00$

6A.8.6 Paint New 100mm Wide White Edge line m 230 3.00$ 690.00$



6A.8.9 Paint New Cycle Symbol Every 100m ea 4 20.00$ 80.00$ 6A.8.10 New planting in areas (Provisional) LS 1 10,000.00$ 10,000.00$ 6A.8.11 New Cycle crossing with islands LS 1 16,000.00$ 16,000.00$ 6A.8.12 Relocation of Services (Provisional) LS 1 10,000.00$ 10,000.00$

Sub - Total 100,720.00$

6A.9



6A.9.3 Strip Topsoil 150mm Deep m3 360 20.00$ 7,200.00$ 6A.9.4 Cut To Waste (Provisional) m3 200 25.00$ 5,000.00$ 6A.9.5 Imported Hard fill (Provisional) m3 100 40.00$ 4,000.00$

6A.9.6New 3m wide Concrete Cycleway 100mm thick, 25MPa. Rate Includes 100mm Thick compacted AP40 under concrete

m3 1200 50.00$ 60,000.00$

6A.9.7 Respread topsoil on batters 150mm thick and sow with grass m3 360 40.00$ 14,400.00$

6A.9.8 New planting in areas (Provisional) LS 1 30,000.00$ 30,000.00$ 6A.9.9 Relocation of Services (Provisional) LS 1 20,000.00$ 20,000.00$

Sub - Total 148,100.00$

6A.1 8,000.00$ 6A.2 214,200.00$ 6A.3 780,140.00$ 6A.4 60,500.00$

Preliminary and General Whole OptionBeach Road - Off Road 670mGolf Road - Off Road 770mParkers Road - On Road 120m

Bolt Road - Off Road 230m (Up to Rotherham Street)

SUMMARY

Bolt Road - Off Road 400m

6A.5 136,780.00$ 6A.6 155,085.00$ 6A.7 51,730.00$ 6A.8 100,720.00$ 6A.9 148,100.00$


Otterson Street - Off Road 390mGolf Haven Way - Off Road 110m

Parkers Road - Off Road 140m (From Awatea Place)

+/-TOTAL

Bolt Road - Off Road 230m (Up to Rotherham Street)Bolt Road - Off Road 400m

23


Appendix F – Option 8 Design, Plans and Estimates

Design Details

6 Option 8 – Cross Connection Rotherham Street – Off Road: The existing road is wide and unmarked, it caters for heavy vehicles around the industrial area. This option creates a new shared space for cyclist and pedestrians. This is achieved by removing parking on the right hand side and widening the existing footpath to create a 4m wide shared space.

Benefits: • Off road route for cyclists suitable for all cyclist levels

Disbenefits: • Higher cost over upgrading existing road markings • Large portion of heavy vehicles use this road

Whiting Construction Yard: This option requires going through an existing construction yard which would require land purchase. This would require building a new 3m wide sealed shared space and installing new fences to create a safe through route for cyclist and pedestrians.

Benefits: • Suitable for all cyclist levels • Can plant around cycleway for better aesthetics

Disbenefits: • Land purchase required

Vivian Place: The existing road is wide and unmarked, it caters for heavy vehicles around the industrial area. This option creates a new shared space for cyclist and pedestrians. This is achieved by removing parking on the left hand side and widening the existing footpath to create a 4m wide shared space.


Disbenefits: • Higher cost over upgrading existing road markings • Large portion of heavy vehicles use this road

Merton Place: The existing road is a side road with no marked on road parking. This option requires widening the existing right hand side footpath and removing all on road parking. This short stretch of route most of the businesses around here already have their own off road parking areas.


Disbenefits: • Large portion of heavy vehicles use this road • Loss of parking on road

Nelson Junction (Mitre 10):


Design Details

The existing reserve and grassed land has plenty of open space to put a new cycleway / shared space through, a new bridge across Jenkins creek will need to be installed and approval from the land owners would need to be granted.

Benefits: • Off road route for cyclists • Connects surrounding roads to cycleway, better for cyclists • Provides a direct route for workers from the railway reserve





4 June 2014 25 June 2014

8.1





Sub - Total 6,500.00$

8.2




8.2.4 Cut To Waste including kerb, Footpath, Pavement & Vegetation m3 270 25.00$ 6,750.00$


8.2.7New 4m wide Concrete Shared Space 100mm thick, 25MPa. Rate Includes 100mm Thick compacted AP40 under concrete

m3 800 50.00$ 40,000.00$


8.2.10 200mm AP 65 - Supply, Place and Compact m3 16 85.00$ 1,360.00$ 8.2.11 Paint New 100mm No Parking line m 190 4.00$ 760.00$ 8.2.12 Paint New 100mm Wide White Edge line m 380 3.00$ 1,140.00$




8.2.16 Relocate existing sumps ea 4 2,500.00$ 10,000.00$ 8.2.17 Relocation of Services (Provisional) LS 1 30,000.00$ 30,000.00$ 8.2.18 New Services (Provisional) LS 1 10,000.00$ 10,000.00$

Sub - Total 153,540.00$

8.3




8.3.4 Cut To Waste including kerb, Footpath, Pavement & Vegetation m3 28 25.00$ 700.00$

8.3.5 Imported Hard fill (Provisional) m3 12 40.00$ 480.00$





Rotherham Street - Off Road 190m

Amount


Beatty Street - Off Road 20m



m3 100 50.00$ 5,000.00$


8.3.10 200mm AP 65 - Supply, Place and Compact m3 2.5 85.00$ 212.50$ 8.3.11 Paint New 100mm No Parking line m 40 4.00$ 160.00$ 8.3.12 Paint New 100mm Wide White Edge line m 20 3.00$ 60.00$




8.3.16 Relocation of Services (Provisional) LS 1 10,000.00$ 10,000.00$ 8.3.17 New Cycle crossing with islands LS 1 16,000.00$ 16,000.00$

Sub - Total 41,382.50$

8.4



8.4.3 Cut To waste (Provisional) m3 204 25.00$ 5,100.00$ 8.4.4 Imported Hard fill (Provisional) m3 51 40.00$ 2,040.00$


m3 510 50.00$ 25,500.00$

8.4.6 Paint 100mm wide Solid white centre line m 170 3.00$ 510.00$ 8.4.7 Paint New Cycle Symbol Every 100m ea 4 20.00$ 80.00$

8.4.8 Topsoil batters 150mm thick and sow with grass m3 77 40.00$ 3,080.00$

8.4.9 New planting in areas (Provisional) LS 1 20,000.00$ 20,000.00$ 8.4.10 New Fence 1.8m High m 300 100.00$ 30,000.00$ 8.4.11 New Services (Provisional) LS 1 10,000.00$ 10,000.00$

8.4.12 Relocation of various Existing Items in Yard (Provisional) LS 1 40,000.00$ 40,000.00$

8.4.13 Land Purchase RequiredSub - Total 147,310.00$

8.5







m3 720 50.00$ 36,000.00$


8.5.10 200mm AP 65 - Supply, Place and Compact m3 14 85.00$ 1,190.00$ 8.5.11 Paint New 100mm No Parking line m 180 4.00$ 720.00$

Whiting Construction Yard - Off Road 170m

Vivian Place - Off Road 180m





8.5.16 New planting in areas (Provisional) LS 1 10,000.00$ 10,000.00$



Sub - Total 136,690.00$

8.6





8.6.5 Imported Hard fill (Provisional) m3 15 40.00$ 600.00$ 8.6.6 New 425mm Kerb & Channel m 50 175.00$ 8,750.00$


m3 200 50.00$ 10,000.00$


8.6.10 200mm AP 65 - Supply, Place and Compact m3 6 85.00$ 510.00$ 8.6.11 Paint New 100mm No Parking line m 80 4.00$ 320.00$ 8.6.12 Paint New 100mm Wide White Edge line m 50 3.00$ 150.00$




8.6.16 Relocate existing sumps ea 1 2,500.00$ 2,500.00$ 8.6.17 Relocation of Services (Provisional) LS 1 10,000.00$ 10,000.00$ 8.6.18 New Cycle crossing with islands LS 1 16,000.00$ 16,000.00$ 8.6.19 New planting in areas (Provisional) LS 1 5,000.00$ 5,000.00$

8.6.20 Topsoil on batters 150mm thick and sow with grass m3 8 40.00$ 320.00$

Sub - Total 62,130.00$

8.7







m3 450 50.00$ 22,500.00$

Pascoe Street - Off Road 50m

Merton Place - Off Road 110m

8.7.8 Grade 3/5 2-Coat Seal m2 60 15.00$ 900.00$ 8.7.9 150mm AP 40 - Supply, Place and Compact m3 10 100.00$ 1,000.00$

8.7.10 200mm AP 65 - Supply, Place and Compact m3 12 85.00$ 1,020.00$ 8.7.11 Paint New 100mm No Parking line m 220 4.00$ 880.00$ 8.7.12 Paint New 100mm Wide White Edge line m 110 3.00$ 330.00$




8.7.16 New planting in areas (Provisional) LS 1 15,000.00$ 15,000.00$

8.7.17 Topsoil on batters 150mm thick and sow with grass m3 20 40.00$ 800.00$


Sub - Total 115,050.00$

8.8



8.8.3 Strip Topsoil 150mm Deep m3 526.5 20.00$ 10,530.00$ 8.8.4 Cut To waste (Provisional) m3 100 25.00$ 2,500.00$ 8.8.5 Imported Hard fill (Provisional) m3 300 40.00$ 12,000.00$


m3 1710 50.00$ 85,500.00$

8.8.7 Paint 100mm wide Solid white centre line m 585 3.00$ 1,755.00$ 8.8.8 Paint New Cycle Symbol Every 100m ea 8 20.00$ 160.00$

8.8.9 Respread topsoil on batters 150mm thick and sow with grass m3 526.5 40.00$ 21,060.00$

8.8.10 New planting in areas (Provisional) LS 1 20,000.00$ 20,000.00$ 8.8.11 New 3m Wide cycle bridge LS 1 100,000.00$ 100,000.00$ 8.8.12 Relocation of Services (Provisional) LS 1 10,000.00$ 10,000.00$

Sub - Total 272,305.00$

8.1 6,500.00$ 8.2 153,540.00$ 8.3 41,382.50$ 8.4 147,310.00$ 8.5 136,690.00$ 8.6 62,130.00$ 8.7 115,050.00$ 8.8 272,305.00$




TOTAL


+/-

Rotherham Street - Off Road 190mBeatty Street - Off Road 20mWhiting Construction Yard - Off Road 170mVivian Place - Off Road 180mPascoe Street - Off Road 50mMerton Place - Off Road 110m

24


Appendix G – Option 9 Design, Plans and Estimates

Design Details

7 Option 9 – Cross Connection The existing legal road corridor has an average width of 20.1m. 2 options for the route have been investigated which vary in price

On Road Option: This option has parking on both sides and on road cycle lanes. This is achieved by widening the existing road seal width, moving the existing parking closer to the boundary and narrowing the existing grassed berm.

• Relocate existing parallel parking closer to boundaries • Remarked the road to fit on road cycleway in • New 1.5m wide footpath • Installation of new dish channel and nib kerb • 3.5m wide road lanes, 1.8m cycle lanes & 2.3m wide parking bays

Off Road Option: This option is outside the existing kerb & channel. This is achieved by building a new 1.5m footpath and 1.5m cycleway on both sides and narrowing the existing grassed berm.

• New 1.5m wide footpath and 1.5m cycleway • New planting along route




27 May 2014 25 June 2014

9.1





Sub - Total 6,000.00$

9.2






9.2.6 Imported Hard fill (Provisional) m3 500 40.00$ 20,000.00$ 9.2.7 New 425mm Kerb & Channel m 250 175.00$ 43,750.00$ 9.2.8 New 600mm Dish Channel m 1260 175.00$ 220,500.00$ 9.2.9 New 150mm Kerbing m 1260 100.00$ 126,000.00$


m3 2190 50.00$ 109,500.00$

9.2.11 New Parking Area - Grade 3/5 2-Coat Seal m2 3036 15.00$ 45,540.00$ 9.2.12 150mm AP 40 - Supply, Place and Compact m3 455.4 100.00$ 45,540.00$ 9.2.13 200mm AP 65 - Supply, Place and Compact m3 607.2 85.00$ 51,612.00$ 9.2.14 Paint New 100mm Wide White Edge line m 1460 3.00$ 4,380.00$




9.2.18 Relocate existing sumps ea 20 2,500.00$ 50,000.00$ 9.2.19 Relocation of Services (Provisional) LS 1 30,000.00$ 30,000.00$ 9.2.20 New Services (Provisional) LS 1 10,000.00$ 10,000.00$ 9.2.21 New planting in areas (Provisional) LS 1 20,000.00$ 20,000.00$ 9.2.22 Strip Topsoil 100mm Deep (Provisional) m3 200 20.00$ 4,000.00$


Sub - Total 897,582.00$

9.3





Item No Description of work Unit Qty Rate Amount


Green Street - On Road Option 730m

Green Street - Off Road Option 730m



9.3.4 Cut To Waste including Footpath, Pavement & vegetation m3 1226.4 25.00$ 30,660.00$


9.3.7New 3m wide Concrete Footpath 100mm thick, 25MPa. Rate Includes 100mm Thick compacted AP40 under concrete

m3 4380 50.00$ 219,000.00$

9.3.8 Grade 3/5 2-Coat Seal m2 200 15.00$ 3,000.00$ 9.3.9 150mm AP 40 - Supply, Place and Compact m3 30.0 100.00$ 3,000.00$

9.3.10 200mm AP 65 - Supply, Place and Compact m3 40.0 85.00$ 3,400.00$ 9.3.11 Paint New 100mm Wide White Edge line m 1460 3.00$ 4,380.00$




9.3.15 Relocation of Services (Provisional) LS 1 30,000.00$ 30,000.00$ 9.3.16 New Services (Provisional) LS 1 10,000.00$ 10,000.00$ 9.3.17 New planting in areas (Provisional) LS 1 20,000.00$ 20,000.00$


Sub - Total 416,310.00$

9.1 6,000.00$ 9.2 897,582.00$ 9.3 416,310.00$

CONTINGENCY RISK 25%527,887.50$

1,129,477.50$

Preliminary and General Whole OptionSUMMARY

OR TOTAL ON ROAD

Green Street - On Road Option 730mGreen Street - Off Road Option 730m

+/-TOTAL OFF ROAD

25


Appendix H – NZTA Review Comments for Option 1

1

Samuel Allen

Subject: FW: Tahunanui Cycle Network Investigations

From: Andrew James [mailto:[email protected]]

Sent: Wednesday, 9 July 2014 2:52 p.m.

To: Samuel Allen; Joanne Chang

Cc: Mark Owen

Subject: FW: Tahunanui Cycle Network Investigations

Hi Joanne

NZTA feedback as requested.

Thank you for providing the NZ Transport Agency with the opportunity to comment on the two options presented,

to provide on-road cycle lanes on SH6 Tahunanui and Annesbrook Drive. The Transport Agency recognises that the

provision on cycle lanes on urban state highways, while not ideal for all cyclists, will improve safety for those

proficient and experienced commuter cyclists. We are pleased to see that the state highway minimum

requirements have been incorporated into each option and as such we do not have a clear preference for either.

Clearly the key issues regarding the options are the provision of on-road parking and cost. The Transport Agency

views on-road parking on the state highway as secondary to the movement of people and goods, but recognises that

in built-up urban areas there is often community desire to retain on road parking. The information presented to

date provides little in the way of parking demand and supply detail, and we would suggest that further information

is required before Council could make an informed decision on the options. It may be that a third option, involving

retention of parking where required for commercial benefit, as opposed to private or recreational use, may be

favoured after further analysis. Please be aware that the Transport Agency has come to an agreement with Council

which means that potentially the current parking in the southbound clearzone area beside the Tahuanui lights will

be removed and made into a permanent traffic merge lane in the near future.

The Transport Agency is keen to team up with the Council in progressing this project as we recognise its importance

in terms of the linkages for the Rocks Road walking and cycling project. In this regard it is open to further

discussions with Council on funding of any options it determines appropriate for SH6.

Please also be aware that the Transport Agency is investigating cycle safety from a national perspective and has

established a panel of experts which is tasked with issuing comprehensive and practical recommendations for

central and local government by the end of September 2014. This may be of some assistance in the consideration of

this project.

Yours ---------------------------------------------------------------------------------------------------- Andrew James CPEng MIPENZ Senior Safety Engineer, Nelson/Tasman/Marlborough M 021 428 574 E [email protected] ---------------------------------------------------------------------------------------------------- NZ Transport Agency The Forum, Unit 2.4 Market Street PO Box 1031 Blenheim 7240 T 03 520 8330 www.nzta.govt.nz

Opus International Consultants Ltd Level 1 Morrison Square, 77 Selwyn Place Private Bag 36, Nelson Mail Centre, Nelson 7042 New Zealand t: +64 3 548 1099 f: +64 3 548 9528 w: www.opus.co.nz

Delivery 2 Report Final - Nelson City Councilnelson.govt.nz/.../Delivery-2-Report-for-Review-sm-Part3.pdf · All options where designed using NZTA MOTSAM part 2, ... The existing

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