Cost Estimate Summary Site Prep Supervision Works Cost Risk OB Works + Risk + OB Total Union Street / Laburnum Row Junction 12,353 5,147 73,006

Transcription

1 Cost Estimate Summary Site Prep Supervision Works Cost Risk OB Works + Risk + OB Total Union Street / Laburnum Row Junction 12,353 5,147 73,006 14,996 9,051 97, ,553 Union Street / Trematon Avenue 12,353 5,147 41,899 9,842 5,940 57,680 75,180 Tor Hill Road / Tor Hill Avenue 12,353 5,147 96,079 18,819 11, , ,755 Bus Union Street / Laburnum Row 5,647 2,353 12,000 3,314 2,000 17,314 25,314 Union Street Parking Bays 1, ,000 1,657 1,000 10,657 12,657 Morgan Avenue Traffic Calming 7,059 2,941 17,000 4,474 2,700 24,174 34,174 Trematon Av. Lymington Road 1, ,738 1,657 1,000 10,395 12,657 Connecting Routes Between Junctions 5,589 2,329 27,082 5,799 3,500 36,381 44,299 Castle Circus 11,028 4,595 53,439 11,443 6,906 71,788 87,411 Total 69,390 28, ,242 72,000 43, , ,000

2 Ref ID Description Quantity Unit Rate Uplift Total PRELIMINARIES Information Board Advanced Notification Sign Type ANS7A-900 in black on yellow, width 900mm and height 900mm to Standard Detail S no Red Information Board Type RIBIMP in red, black and white, width 900mm and height 900mm to Standard Detail S no Temporary accommodation Erection of offices and messes for the Contractor 1.00 item Servicing of offices and messes for the Contractor 4.00 wk Dismantling of offices and messes for the Contractor 1.00 item Erection of stores and workshops for the Contractor 1.00 item Servicing of stores and workshops for the Contractor 4.00 wk Dismantling of stores and workshops for the Contractor 1.00 item Traffic Safety and Management - Basic Layout and Traffic Control Establish and remove basic layout without traffic control on two lane single carriageway road For works not exceeding 25 metres in length 2.00 item Maintain basic layout without traffic control on two lane single carriageway road For works not exceeding 25 metres in length 2.00 day Establish and remove basic layout with traffic control on two lane single carriageway road

3 Using four way portable traffic signals 3.00 item Maintain basic layout with traffic control on two lane single carriageway road Using four way portable traffic lights 3.00 day Traffic Safety Management Works Establish and remove traffic safety management works on footway with temporary footway in carriageway on two lane single carriageway road For works not exceeding 25 metres in length item Maintain traffic safety management works on footway with temporary footway in carriageway on two lane single carriageway road For works not exceeding 25 metres in length day Rogue Rogue Establish road closure and diversions 1.00 item 1, Rogue Rogue Maintain road closure and diversion days Rogue Rogue Remove road closure and diversion 1.00 item Rogue Rogue Manned closures - (allowance of 2 men for 10 hour days x 15 days. Cost estimated at 2 men x 20 per hour x 10 hours x 15 days) 1.00 item 6, SERIES TOTAL SITE CLEARANCE Take Up or Down and Set Aside for Reuse or Remove to Employer's Recycling Store not exceeding 5 miles from the Site or Tip off Site Take up or down and remove to Contractor's licensed tip off Site Precast concrete slab paving where slabs do not exceed 75mm thick (for tactile paving) 5 m

4 Precast concrete slab paving where slabs do not exceed 75mm thick (paving flags) m Precast concrete kerbs m Traffic sign face exceeding 0.50 square metre but not exceeding 1.00 square metre 4 no Sign post any size 2 no Traffic bollard non-lit any size or type 4.00 no Gully grating and frame 4 no SERIES TOTAL DRAINAGE AND SERVICE DUCTS Drains and Service Ducts (excluding filter drains, narrow filter drains and fin drains) mm internal diameter UPVC pipe drain in trench depth to invert exceeding 1 metre but not exceeding 2 metres m mm internal diameter drain specified design group 6 in trench depth to invert not exceeding 1 metre 15 m Extra over 100 mm internal diameter drain in trench for concrete bed and surround m Extra over 150 mm internal diameter drain in trench for concrete bed and surround 15 m Connections Connection of 100 mm internal diameter pipe to existing 150 mm internal diameter drain or piped culvert depth to invert not exceeding 2 metres 6.00 no Connection of 150 mm internal diameter pipe to existing 150 mm internal diameter drain or piped culvert depth to invert not exceeding 2 metres 4 no Chambers and Gullies

5 Precast concrete chamber Type F11 depth to invert not exceeding 1 metre (excluding cover and frame) 1.00 no In situ concrete catchpit gully Type AC12 with Class D400 grating and frame to Standard Detail S no Renewal, Raising or Lowering Covers and Gratings on Existing Chambers and Gullies Replacement of cover and frame on existing chamber with Class D400 cover and frame size 600 mm x 600 mm 4.00 no Raise the level of any type of cover or grating and frame 150 mm or less Exceeding 0.20 square metre but not exceeding 0.30 square metre in area 5.00 no Exceeding 0.30 square metre but not exceeding 0.40 square metre in area 2.00 no Excavation in Hard Material Extra over any item of drainage for excavation in hard material 5.00 m Cleaning existing drainage systems Cleaning piped drainage system 150 mm diameter by jetting to Clause m Cleaning piped drainage system 225 mm diameter by jetting to Clause m Rogue Rogue Aco/slot drain allowance m SERIES TOTAL EARTHWORKS Excavation Excavation of acceptable material excluding Class 5A in cutting and other excavation 4 m Excavation in Hard Material

6 Extra over excavation for excavation in hard material in cutting and other excavation 2 m Disposal of Material Disposal of acceptable material excluding Class 5A 4.00 m Trial Pits Trial pit 0 to 3 metres in depth 3 m SERIES TOTAL PAVEMENTS Sub-base Granular Type 1 sub-base in carriageway hardshoulder and hardstrip m Pavement Dense bitumen asphalt concrete base with 32 mm aggregate and 100/150 pen binder exceeding 120 mm thick in carriageway hardshoulder and hardstrip 5.00 m Dense bitumen asphalt concrete binder course with 20 mm aggregate and 100/150 pen binder 60 mm thick in carriageway hardshoulder and hardstrip 31 m Stone mastic asphalt with 14 mm aggregate and 40/60 pen binder with a PSV of 57 surface course 30 mm thick in carriageway hardshoulder and hardstrip m Extra over stone mastic asphalt with 14 mm aggregate with a PSV of 57 surface course 30 mm thick for aggregate with a PSV of m Regulating course Stone mastic asphalt with 14 mm aggregate and 70/100 pen binder with a PSV of 57 surface course regulating course t

7 Surface treatment Rogue Rogue Imprint surfacing (assumed) m Bond Coats, Tack Coats and Other Bituminous Sprays Polymer modified bond coat m Cold milling (Planing) The following in milling to bituminous macadam pavement, including transporting arising's to Contractor's tip off Site, with a maximum area of 50 square metres, a maximum depth at any point of 100mm and an average depth: Exceeding 30mm but not exceeding 40mm average depth m Reinstatement of Paved Areas Reinstate paved area with Type PR/1 carriageway construction to Standard Detail S m SERIES TOTAL KERBS, FOOTWAYS AND PAVED AREAS Kerbs, Channels, Edgings, Combined Drainage and Kerb Blocks and Linear Drainage Channel Systems Precast concrete kerb Type HB2 laid straight or curved exceeding 12 metres radius to Standard Detail S m Precast concrete kerb Type HB2 laid to curves not exceeding 12 metres radius to Standard Detail S m Precast concrete dropper kerb Type DL1 or DR1 to Standard Detail S no Precast concrete kerb Type BN2 laid to curves not exceeding 12 metres radius to Standard Detail S m Footways and Paved Areas

8 Footway Type PS/C comprising ST1 concrete 100mm thick, mortar designation (ii) 25mm thick, precast concrete paving slabs 65 mm thick, surfaces sloping at 10 degrees or less to the horizontal to Standard Detail S m Footway Type TAC/4A comprising 120 mm thick concrete mix ST5, 400 mm x 400 mm buff tactile paving slabs 50 mm thick, surfaces sloping at 10 degrees or less to the horizontal to Standard Detail S m SERIES TOTAL TRAFFIC SIGNS AND ROAD MARKINGS Supply of Permanent Traffic Sign Plates Permanent sign plates mark-up (%) % Fix only Permanent Traffic Sign Plates Fix only Permanent Traffic Sign Plates Exceeding 0.50 square metre but not exceeding 1.00 square metre in area 4.00 no Permanent Traffic Signs - Sign Posts Traffic Sign Posts Galvanised Steel 76mm Diameter Sign post length exceeding 3.00 metres but not exceeding 4.00 metres 2.00 no Permanent Traffic Signs - Foundations Foundations for Sign Posts with In Situ Concrete Mix ST Volume not exceeding 0.25 cubic metre 2.00 no Remove from Store and Re-erect Traffic Signs Rogue Rogue Relocate CCTV mast 1.00 item

9 Road Markings Minimum charge for road markings 1.00 item Removal of road markings Minimum charge for removal of road markings by hydroblasting 1.00 item Permanent Bollards Rogue Rogue Supply and install 2 no bollards 2.00 no SERIES TOTAL ELECTRICAL WORK FOR ROAD LIGHTING AND TRAFFIC SIGN Rogue Rogue SSE to relocate lit signs 2.00 no Trench for Cable or Duct Trench for cable not exceeding 300 mm wide depth not exceeding 1.5 metres in carriageways footways bridge decks and paved areas m Cable and Duct mm internal diameter UPVC duct in trench depth not exceeding 1.5 metres m Foundation for Telecom Interface Pillar Rogue Rogue Construct foundation for and install haldo pillar 1.00 no Chambers Chamber specified design group DP1/C1 with one 270 mm deep section with polyester cover and steel frame to Standard Detail S no

10 Extra over chamber specified design group DP1/C1 for each additional 270 mm deep section to Standard Detail S no Excavation in Hard Material Extra over any item of excavation for excavation in Hard Material for electrical work for road lighting and traffic signs 3.00 m SERIES TOTAL

11 Ref ID Description Quantity Unit Rate PRELIMINARIES Information Board Uplift Total Advanced Notification Sign Type ANS7A-900 in black on yellow, width 900mm and height 900mm to Standard Detail S no Red Information Board Type RIBIMP in red, black and white, width 900mm and height 900mm to Standard Detail S no Temporary accommodation Erection of offices and messes for the Contractor 1.00 item Servicing of offices and messes for the Contractor 3.60 wk Dismantling of offices and messes for the Contractor 1.00 item Erection of stores and workshops for the Contractor 1.00 item Servicing of stores and workshops for the Contractor 3.60 wk Dismantling of stores and workshops for the Contractor 1.00 item Traffic Safety and Management - Basic Layout and Traffic Control Establish and remove basic layout without traffic control on two lane single carriageway road For works not exceeding 25 metres in length 2.00 item Maintain basic layout without traffic control on two lane single carriageway road For works not exceeding 25 metres in length 5.00 day Establish and remove basic layout with traffic control on two lane single carriageway road Using three way portable traffic signals 3.00 item Maintain basic layout with traffic control on two lane single carriageway road

12 Using three way portable traffic lights day Traffic Safety Management Works Establish and remove traffic safety management works on footway with temporary footway in For works not exceeding 25 metres in length item Maintain traffic safety management works on footway with temporary footway in carriageway For works not exceeding 25 metres in length day Rogue Rogue Establish road closure and diversions 1.00 item 1, Rogue Rogue Maintain road closure and diversion 2.00 days Rogue Rogue Remove road closure and diversion 1.00 item Rogue Rogue Manned closures - (allowance of 2 men for 10 hour days x 2 days. Cost estimated at 2 men x 20 per hour x 10 hours x 2 days) 1.00 item SERIES TOTAL SITE CLEARANCE Take Up or Down and Set Aside for Reuse or Remove to Employer's Recycling Store not exceeding 5 miles from the Site or Tip off Site Take up or down and remove to Contractor's licensed tip off Site Precast concrete slab paving where slabs do not exceed 75mm thick (for tactile paving) 5.00 m Precast concrete slab paving where slabs do not exceed 75mm thick (paving flags) m Precast concrete kerbs m Gully grating and frame 4 no SERIES TOTAL

13 DRAINAGE AND SERVICE DUCTS Drains and Service Ducts (excluding filter drains, narrow filter drains and fin drains) mm internal diameter drain specified design group 6 in trench depth to invert not exceeding 1 metre 15 m Extra over 150 mm internal diameter drain in trench for concrete bed and surround 15 m Connections Connection of 150 mm internal diameter pipe to existing 150 mm internal diameter drain or piped culvert depth to invert not exceeding 2 metres 4 no Chambers and Gullies (Cont'd) In situ concrete catchpit gully Type AC12 with Class D400 grating and frame to Standard Detail S502 4 no Renewal, Raising or Lowering Covers and Gratings on Existing Chambers and Gullies Replacement of cover and frame on existing chamber with Class D400 cover and frame size 600 mm x 600 mm 4.00 no Raise the level of any type of cover or grating and frame 150 mm or less Exceeding 0.20 square metre but not exceeding 0.30 square metre in area 5.00 no Excavation in Hard Material Extra over any item of drainage for excavation in hard material 5.00 m Cleaning existing drainage systems Cleaning piped drainage system 150 mm diameter by jetting to Clause m Cleaning piped drainage system 225 mm diameter by jetting to Clause m

14 Rogue Rogue Potential diversion re works to existing services at location of proposed carriageway construciton 1.00 item 6, SERIES TOTAL EARTHWORKS Excavation Excavation of acceptable material excluding Class 5A in cutting and other excavation 6.00 m Excavation in Hard Material Extra over excavation for excavation in hard material in cutting and other excavation 4.00 m Disposal of Material Disposal of acceptable material excluding Class 5A 6.00 m Trial Pits Trial pit 0 to 3 metres in depth 3 m SERIES TOTAL PAVEMENTS Sub-base Granular Type 1 sub-base in carriageway hardshoulder and hardstrip 5.00 m Pavement Dense bitumen asphalt concrete base with 32 mm aggregate and 100/150 pen binder exceeding 120 mm thick in carriageway hardshoulder and hardstrip 3.00 m

15 Dense bitumen asphalt concrete binder course with 20 mm aggregate and 100/150 pen binder 60 mm thick in carriageway hardshoulder and hardstrip m Stone mastic asphalt with 14 mm aggregate and 40/60 pen binder with a PSV of 57 surface course 30 mm thick in carriageway hardshoulder and hardstrip m Extra over stone mastic asphalt with 14 mm aggregate with a PSV of 57 surface course 30 mm thick for aggregate with a PSV of m Regulating course (Cont'd) Stone mastic asphalt with 14 mm aggregate and 70/100 pen binder with a PSV of 57 surface course regulating course 8.00 t Bond Coats, Tack Coats and Other Bituminous Sprays Polymer modified bond coat m Cold milling (Planing) The following in milling to bituminous macadam pavement, including transporting arising's to Contractor's tip off Site, with a maximum area of 50 square metres, a maximum depth at any point of 100mm and an average depth: Exceeding 30mm but not exceeding 40mm average depth m Reinstatement of Paved Areas Reinstate paved area with Type PR/1 carriageway construction to Standard Detail S m SERIES TOTAL KERBS, FOOTWAYS AND PAVED AREAS Kerbs, Channels, Edgings, Combined Drainage and Kerb Blocks and Linear Drainage Channel Systems

16 Precast concrete kerb Type HB2 laid straight or curved exceeding 12 metres radius to Standard Detail S m Precast concrete kerb Type HB2 laid to curves not exceeding 12 metres radius to Standard Detail S m Precast concrete dropper kerb Type DL1 or DR1 to Standard Detail S no Precast concrete kerb Type BN2 laid to curves not exceeding 12 metres radius to Standard Detail S m Footways and Paved Areas (Cont'd) Footway Type PS/C comprising ST1 concrete 100mm thick, mortar designation (ii) 25mm thick, precast concrete paving slabs 65 mm thick, surfaces sloping at 10 degrees or less to the horizontal to Standard Detail S m Footway Type TAC/4A comprising 120 mm thick concrete mix ST5, 400 mm x 400 mm buff tactile paving slabs 50 mm thick, surfaces sloping at 10 degrees or less to the horizontal to Standard Detail S m SERIES TOTAL TRAFFIC SIGNS AND ROAD MARKINGS Supply of Permanent Traffic Sign Plates Permanent sign plates mark-up (%) % Fix only Permanent Traffic Sign Plates Exceeding 2.00 square metres but not exceeding 3.00 square metres in area 2.00 no Permanent Traffic Signs - Sign Posts Traffic Sign Posts Galvanised Steel 89mm Diameter Sign post length exceeding 3.00 metres but not exceeding 4.00 metres 2.00 no

17 Permanent Traffic Signs - Foundations Foundations for Sign Posts with In Situ Concrete Mix ST Volume exceeding 0.50 cubic metre but not exceeding 0.75 cubic metre 2.00 no Remove from Store and Re-erect Traffic Signs Rogue Rogue Relocate street lighting 1.00 item Road Markings Minimum charge for road markings 1.00 item Removal of road markings Minimum charge for removal of road markings by hydroblasting 1.00 item SERIES TOTAL ELECTRICAL WORK FOR ROAD LIGHTING AND TRAFFIC SIGN Trench for Cable or Duct Trench for cable not exceeding 300 mm wide depth not exceeding 1.5 metres in carriageways footways bridge decks and paved areas 5.00 m Cable and Duct mm internal diameter UPVC duct in trench depth not exceeding 1.5 metres 5.00 m SERIES TOTAL

18 Ref ID Description Quantity Unit Rate Uplift Total PRELIMINARIES Information Board Advanced Notification Sign Type ANS7A-900 in black on yellow, width 900mm and height 3.00 no Red Information Board Type RIBIMP in red, black and white, width 900mm and height 3.00 no Temporary accommodation Erection of offices and messes for the Contractor 1.00 item Servicing of offices and messes for the Contractor 8.00 wk Dismantling of offices and messes for the Contractor 1.00 item Erection of stores and workshops for the Contractor 1.00 item Servicing of stores and workshops for the Contractor 8.00 wk Dismantling of stores and workshops for the Contractor 1.00 item Traffic Safety and Management - Basic Layout and Traffic Control Establish and remove basic layout without traffic control on two lane single carriageway road For works not exceeding 25 metres in length item Maintain basic layout without traffic control on two lane single carriageway road For works not exceeding 25 metres in length day Establish and remove basic layout with traffic control on two lane single carriageway road Using four way portable traffic signals item Maintain basic layout with traffic control on two lane single carriageway road Using four way portable traffic lights day

19 Traffic Safety Management Works Establish and remove traffic safety management works on footway with temporary footway in carriageway on two lane single carriageway road For works not exceeding 25 metres in length item Maintain traffic safety management works on footway with temporary footway in carriageway For works not exceeding 25 metres in length day Rogue Rogue Establish road closure and diversions 2.00 item 1, Rogue Rogue Maintain road closure and diversion days Rogue Rogue Remove road closure and diversion 2.00 item Rogue Rogue Manned closures - (allowance of 2 men for 10 hour days x 20 days. Cost estimated at 2 men x 20 per hour x 10 hours x 20 days) 1.00 item 8, SERIES TOTAL SITE CLEARANCE Take Up or Down and Set Aside for Reuse or Remove to Employer's Recycling Store not exceeding 5 miles from the Site or Tip off Site Take up or down and remove to Contractor's licensed tip off Site Precast concrete slab paving where slabs do not exceed 75mm thick (paving flags) m Brick paving where bricks do not exceed 80mm thick m Precast concrete kerbs m Precast concrete edgings m Traffic sign face exceeding 0.50 square metre but not exceeding 1.00 square metre 5.00 no

20 Sign post any size 4.00 no Gully grating and frame 4 no Rogue Rogue Site Clearance of trees and vegetation 1.00 item 2, SERIES TOTAL DRAINAGE AND SERVICE DUCTS Drains and Service Ducts (excluding filter drains, narrow filter drains and fin drains) mm internal diameter drain specified design group 6 in trench depth to invert not exceeding 1 metre m Extra over 150 mm internal diameter drain in trench for concrete bed and surround m Orange mdpe service ducts for traffic signals x 100 mm diameter service duct in trench in carriageway depth to invert not exceeding 1 metre. Average depth to invert 850mm m x 100 mm diameter service duct in trench in carriageway depth to invert not exceeding 1 metre. Average depth to invert 850mm m Connections Connection of 150 mm internal diameter pipe to existing 150 mm internal diameter drain or piped culvert depth to invert not exceeding 2 metres 6.00 no Chambers and Gullies In situ concrete catchpit gully Type AC12 with Class D400 grating and frame to Standard Detail S no Renewal, Raising or Lowering Covers and Gratings on Existing Chambers and Gullies

21 Replacement of cover and frame on existing chamber with Class D400 cover and frame size 600 mm x 600 mm 6.00 no Raise the level of any type of cover or grating and frame 150 mm or less Exceeding 0.20 square metre but not exceeding 0.30 square metre in area no Excavation in Hard Material Extra over any item of drainage for excavation in hard material m Cleaning existing drainage systems Cleaning piped drainage system 150 mm diameter by jetting to Clause m Cleaning piped drainage system 225 mm diameter by jetting to Clause m SERIES TOTAL EARTHWORKS Excavation Excavation of acceptable material excluding Class 5A in cutting and other excavation m Excavation in Hard Material Extra over excavation for excavation in hard material in cutting and other excavation m Disposal of Material Disposal of acceptable material excluding Class 5A m Imported Fill Imported topsoil Class 5B m

22 Topsoiling and Storage of Topsoil Topsoiling 100 mm thick to surfaces sloping at 10 degrees or less to the horizontal m Trial Pits Trial pit 0 to 3 metres in depth 5.00 m SERIES TOTAL PAVEMENTS Sub-base Granular Type 1 sub-base in carriageway hardshoulder and hardstrip 5.00 m Pavement Dense bitumen asphalt concrete base with 32 mm aggregate and 100/150 pen binder exceeding 120 mm thick in carriageway hardshoulder and hardstrip 5.00 m Dense bitumen asphalt concrete binder course with 20 mm aggregate and 100/150 pen binder 60 mm thick in carriageway hardshoulder and hardstrip m Stone mastic asphalt with 14 mm aggregate and 40/60 pen binder with a PSV of 57 surface course 30 mm thick in carriageway hardshoulder and hardstrip m Extra over stone mastic asphalt with 14 mm aggregate with a PSV of 57 surface course 30 mm thick for aggregate with a PSV of m Regulating course Stone mastic asphalt with 14 mm aggregate and 70/100 pen binder with a PSV of 57 surface course regulating course 2.00 t Bond Coats, Tack Coats and Other Bituminous Sprays Polymer modified bond coat m

23 Cold milling (Planing) The following in milling to bituminous macadam pavement, including transporting arising's to Contractor's tip off Site, with a maximum area of 50 square metres, a maximum depth at any point of 100mm and an average depth: Exceeding 30mm but not exceeding 40mm average depth m Reinstatement of Paved Areas Reinstate paved area with Type PR/1 carriageway construction to Standard Detail S m SERIES TOTAL KERBS, FOOTWAYS AND PAVED AREAS Kerbs, Channels, Edgings, Combined Drainage and Kerb Blocks and Linear Drainage Channel Systems Precast concrete kerb Type HB2 laid straight or curved exceeding 12 metres radius to Standard Detail S m Precast concrete kerb Type HB2 laid to curves not exceeding 12 metres radius to Standard Detail S m Precast concrete dropper kerb Type DL1 or DR1 to Standard Detail S no Precast concrete kerb Type BN2 laid to curves not exceeding 12 metres radius to Standard Detail S m Kerbs, Channels, Edgings, Combined Drainage and Kerb Blocks and Linear Drainage Channel Systems (Cont'd) Precast concrete edging(s) Type EF laid to curves not exceeding 12 metres radius to Standard Detail S m Footways and Paved Areas

24 Footway Type F1A comprising dense bitumen asphalt concrete binder course with 20 mm aggregate 50 mm thick, dense macadam surface course with 6 mm aggregate 20 mm thick, surfaces sloping at 10 degrees or less to the horizontal to Standard Detail S m Rogue Rogue Gravel resin bound material to tree bases 4.00 no Footway Type F9 comprising dense bitumen asphalt concrete surface course with 6 mm aggregate 20 mm thick, surfaces sloping at 10 degrees or less to the horizontal. (Regulating course measured separately) to Standard Detail S m Footways and Paved Areas (Cont'd) Footway Type TAC/4A comprising 120 mm thick concrete mix ST5, 400 mm x 400 mm red tactile paving slabs 50 mm thick, surfaces sloping at 10 degrees or less to the horizontal to Standard Detail S m SERIES TOTAL TRAFFIC SIGNS AND ROAD MARKINGS Supply of Permanent Traffic Sign Plates Permanent sign plates mark-up (%) % Fix only Permanent Traffic Sign Plates Fix only Permanent Traffic Sign Plates Exceeding 0.50 square metre but not exceeding 1.00 square metre in area 5.00 no Traffic Sign Posts Galvanised Steel 76mm Diameter Sign post length exceeding 3.00 metres but not exceeding 4.00 metres 3.00 no Permanent Traffic Signs - Foundations

25 Foundations for Sign Posts with In Situ Concrete Mix ST Volume not exceeding 0.25 cubic metre 3.00 no Rogue Rogue SSE costs associated with street lighting and traffic signal works item Road Markings Rogue Rogue Allowance for road markings 1.00 item 1, Removal of road markings Rogue Rogue Allowance for road marking removal , Road Studs Stainless steel non-reflecting road stud Type RS/N1 to Standard Detail S no SERIES TOTAL ELECTRICAL WORK FOR ROAD LIGHTING AND TRAFFIC SIGN Trench for Cable or Duct Trench for cable not exceeding 300 mm wide depth not exceeding 1.5 metres in carriageways footways bridge decks and paved areas m Cable and Duct mm internal diameter UPVC duct in trench depth not exceeding 1.5 metres m Foundation for Telecom Interface Pillar Construct foundation for and install telecom interface pillartype BTIP/1 to Standard Detail S no

26 Foundation for Traffic Signal Controller Box Foundation for traffic signal controller cabinet Type FC1 to Standard Detail S no Chambers Chamber specified design group DP1/C5 with one 270 mm deep section with polyester cover and steel frame to Standard Detail S no Extra over chamber specified design group DP1/C5 for each additional 270 mm deep section to Standard Detail S no NAL socket Type RS115DF 600mm deep to Standard Detail S no Rogue Haldo pillar 1.00 no Excavation in Hard Material Extra over any item of excavation for excavation in Hard Material for electrical work for road lighting and traffic signs 3.00 m Rogue Rogue Traffic signals estimate obtained from Matt Best 1.00 item 16, Rogue Rogue Traffic signal communications link (BT connection if required) 1.00 item 2, SERIES TOTAL DAYWORKS Rogue Rogue Replacement tree planting / general vegetation 3.00 item 1, SERIES TOTAL 4500