nra schedule of rates version 8 july 2013

ROADWORKS UNIT RATE DATABASE

Version 8 - Base Date July 2013.

Contents : User NotesPart 1 - General RoadworksPart 2 - Main CarriagewaysPart 3 - Structures

ROADWORKS UNIT RATE DATABASEVersion 8 - Base Date July 2013

USER NOTES

General

a)

b)

c)

d)

e)

f)

Item Coverage

g)

h)

i)

The rates are current as of the base date indicated within the database.

This database has been compiled by the NRA by reference to numerous traditionally procuredtenders received with the purpose of assisting parties involved in the preparation of estimates forroadworks schemes.

Users making reference to the database do so entirely at their own risk.

The NRA welcomes and indeed invites feedback from Users. Feedback should be forwarded to theNRA marked for the attention of the NRA Cost Management Section.Such feedback might include for example to seek clarification in relation to an item, advice as tohow to apply the rates and prices or to bring to the attention of the NRA any potential shortcomingsor deficiencies in the database.

The publication of this database is not intended to supplant the requirement for parties involved inthe preparation of estimates for roadworks schemes to prepare their own project specific costestimates.

All rates are in euro and are exclusive of VAT.

Where possible, the range of rates and prices provided is based on reference to a number ofprojects - the intention is to provide an indication of the anticipated range of rates that are likely tobe encountered in successful TRADITIONAL REMEASUREMENT tenders incorporating bills ofquantities prepared in accordance with the NRA Method of Measurement.

It is not intended that the list of items included covers all measurement items identified within theNRA Method of Measurement. Provision for measurement items not listed and for risk whereappropriate must be included for separately in any estimate which has made reference to thisdatabase.

The database has not been compiled in accordance with the NRA Method of Measurementrequirements for preparing a Bill of Quantities and therefore should not be used as a template forsame.

1

ROADWORKS UNIT RATE DATABASEVersion 8 - Base Date July 2013

USER NOTES

Using the Database

j)

programme of works (e.g. consider inflation; winter working etc)ground conditionstemporary works requirementsscale of works (e.g. major volumes may necessitate reductions)site location (e.g. urban or rural)design complexity (e.g. unique or routine)risk profileconstruction methods (e.g. specialised or conventional)specification of materials and finishes

k)

l)

m)

n) Where percentages are used in lieu of rates or prices, the percentage amount represents the typical% of the balance of the tender amount.

Caution must be exercised when using the rates contained within this database - they are notintended to reflect rates as they apply to any particular project. Project specific factors must beconsidered. Such factors might include :

The rates are reflective of tender rates and the risk transfer included for in tender documents fortraditional remeasurement contracts. They may not therefore be reflective of the final outturn costfor the items described.

Particular care must be taken when using the Earthworks and Drainage rates which are extremelysensitive to local factors such as material classification, earthwork balance, haulage distance anddisposal solutions. The rate ranges (low to high) provide the user with rates for a typical earthworksscenario on major projects only and therefore it is possible to encounter a situation whereby therange does not cover your project specifically. Some local knowledge (e.g. locations of nearest tips,quarries, etc) is therefore essential to be certain that the range provided and the rate ultimatelyselected reflect project specifics.

It is expected that cost estimates for earthworks in particular where quantities are available willtake account of project specifics (e.g. locations of nearest tips, quarries, etc).

2

PART 01 - PRELIMINARIES AND ROADWORKS GENERAL

User Notes : (Please read in conjunction with separate accompanying full set of User Notes)

a)

b)c)

d)e)

Lower UpperSERIES 100 - PRELIMINARIES

Percentage range from Contractors' priced Preliminaries items % 5.00 13.00

SERIES 200 - SITE CLEARANCE

Site ClearanceGeneral Site Clearance Ha 242.00 1,400.00

Demolition of Individual or Groups of Buildings or StructuresDemolition of Individual or Groups of Buildings or Structures. (detached two storey house) Item 1,000.00 5,000.00

Partial Demolition of Individual Structures item 500.00 1,000.00

Take up or down and set aside for reuse or remove to store or to Tip.

Take up or down and remove to tip off site existing kerb. m 3.00 5.50

Take up or down and remove to tip off site existing wire rope safety barrier including posts. m 5.00 10.00

Take up or down and remove to tip off site existing wire rope safety barrier terminal item 100.00 250.00

Take up or down and remove to Tip off site existing lighting column. No 50.00 120.00

Take up or down and remove to Tip off site existing Traffic Sign and poles. No 45.00 75.00

Take up or down and remove to tip chamber covers and frames and the like. No 30.00 55.00

SERIES 600 - EARTHWORKS

ExcavationExcavation of acceptable material Class 5A (Topsoil) m3 0.48 2.30

Excavation of acceptable material excluding Class 5A in cutting and other excavation. m3 1.45 4.30

Excavation of unacceptable material Class U1 in cuttings and other excavation. m3 0.48 1.38

Excavation of unacceptable material Class U2 in cuttings and other excavation. m3

Extra over for excavation in Hard Material. m3 2.90 7.00

Processing of Unsuitable MaterialProcessing of unacceptable material Class U1 into Class 1C m3 0.22 1.07Processing of unacceptable material Class U1 into Class 4 m3 0.20 2.88Processing of unacceptable material - Other Classes m3 3.09 3.23Crushing & Processing of excavated hard material into acceptable material Class 6B m3 1.94 4.60

Deposition of Fill

Deposition of acceptable material in embankments and other areas m3 1.40 2.00

Disposal of Material

Disposal of acceptable material excluding Class 5A m3 0.29 3.30Disposal of acceptable material 5A (Topsoil) m3 0.29 3.30Disposal of Unacceptable material Class U1 m3 0.48 3.30Disposal of Unacceptable material Class U2 (Contaminated Material) m3 100.00 285.00

Imported Fill

Imported topsoil Class B m3 12.00 17.00Import acceptable material fill m3 5.00 12.00Import Capping Material m3 10.00 20.00

Compaction of Fill

Compaction of Acceptable (including Capping) m3 0.30 0.95

Soil Improvements

Range 2013

ROADWORKS UNIT RATE DATABASE - VERSION 8 - BASE DATE July 2013

Description Unit

Caution must be exercised when using the rates contained within this database - they are not intended to reflect rates as they apply to any particular project rather it is intended that theyprovide an indication of the anticipated range of rates likely to be encountered in successful traditional remeasurement tenders.As the rates are reflective of tender rates - they are not necessarily reflective of final outturn cost for the items described.Particular care must be taken when using Earthworks rates which are obviously extremely sensitive to local factors including material classifications, earthworks balances, haul distances andimport and disposal solutions. The rate ranges (low to high) provide the user with the typical earthworks scenario on major projects only and therefore it is possible to encounter a situationwhereby the range does not cover your project specifically. Some local knowledge (locations of nearest tip, quarry, etc) is therefore essential to be certain that the range provided and the rateultimately selected reflects your specific project.The rates are current as of the above date, are in euro and are exclusive of VAT.Where Units below are percentages, the percentage amounts represent the typical % of the balance of the contract amount that the item represents.

3



a)

b)c)

d)e)

Lower UpperRange 2013


Description Unit


Soil Improvement by lime stabilisation m3 6.35 8.00

GeotextilesGeotextile Terram 1000 m2 0.80 1.70Geotextile Terram 2000 m3 2.42 2.30Geogrid Embankment reinforcement m3 3.20 4.50Basal Reinforcement (biaxial geogrid) m3 1.70 3.40

Soft Spots and Other Voids

Excavate of soft spots and other voids below cuttings or under embankments m3 1.94 4.60Filling of soft spots and other voids below cuttings or under embankments, acceptable material m3 4.84 14.00Filling of soft spots and other voids below cuttings or under embankments, 6N/6P Material m3 4.84 19.00backfilling disused services with Grade ST4 Concrete m3 50.00 65.00

Topsoiling and Storage of Topsoil

Topsoiling 300mm - 10 degrees or less m2 0.80 2.40Topsoiling 300mm - more than 10 degrees m2 1.00 2.52

Grass Seeding and Turfing

Grass Seeding , 10 degrees or less m2 0.20 0.37Grass Seeding , more than 10 degrees m2 0.24 0.44Hydraulic mulch grass seeding , 10 degrees or less (large areas) m2 0.26 0.48Hyrraulic mulch grass seeding , more than 10 degrees (large areas) m2 0.31 0.58

Completion of Formation and Sub-formation

Preparation of Sub-Formation - Acceptable m2 0.29 0.60Preparation of Formation - Hard Material m2 0.48 0.74Preparation of Formation - Acceptable m2 0.29 0.60

Lining of Watercourses

Concrete lined Ditches D1 150mm thick in accordance with RCD 600/2 m2Unlined Ditches D2 in accordance with RCD 600/2 m2clearing of existing ditches cross sectional area < 1m2 m 2.00 6.00clearing of existing ditches cross sectional area between 1 - 2m2 m 3.00 9.00

Gabian Walling and Mattresses

Gabion walling Galvanised welded mesh basket 1x1x1 backfilling with Class 6G Fill m3 97.00 123.00Gabion Mattresses Galvanised welded mesh basket 2x2x0.5m backfilling with Class 6G Fill m3 105.00 135.00

SERIES 2700 - Watermains, Utilities and Accommodation Works.

Watermains

50mm dia HDPE Watermains depth not exceeding 2m, avg. depth 1m in trench bedding and surround as RCD/2700/1 m 20.00 26.0050mm dia HDPE Watermains depth not exceeding 2m, avg. depth 1m in trench bedding and surround as RCD/2700/1; in carriageway m 47.00 61.00100mm dia HDPE Watermains depth not exceeding 2m, avg. depth 1m in trench bedding and surround as RCD/2700/1 m 23.00 30.00100mm dia HDPE Watermains depth not exceeding 2m, avg. depth 1m in trench bedding and surround as RCD/2700/1; in carriageway m 60.00 78.00150mm dia HDPE Watermains depth not exceeding 2m, avg. depth 1m in trench bedding and surround as RCD/2700/1 m 26.00 34.00150mm dia HDPE Watermains depth not exceeding 2m, avg. depth 1m in trench bedding and surround as RCD/2700/1 in carriageway m 50.00 65.00200mm dia HDPE Watermains depth not exceeding 2m, avg. depth 1m in trench bedding and surround as RCD/2700/1 m 39.00 51.00200mm dia HDPE Watermains depth not exceeding 2m, avg. depth 1m in trench bedding and surround as RCD/2700/1; in carriageway m 67.00 87.00200mm dia HDPE Watermains depth exceeding 2m but not exceeding 4m avg. depth 2.5m in trench bedding and surround as RCD/2700/1 m 95.00 124.00200mm dia D.I. Watermains depth exceeding 2m but not exceeding 4m avg. depth 2.5m in trench bedding and surround as RCD/2700/1 m 110.00 165.00400mm Rising Main - Granular Surround m 142.00 213.00400mm Rising Main - Concrete Surround m 190.00 256.00

Connections

Connections to existing HDPE watermain 50mm depth not exceeding 2m No 250.00 350.00Connections to existing HDPEwatermain 100mm depth not exceeding 2m No 275.00 375.00Connections to existing HDPEwatermain 150mm depth not exceeding 2m No 290.00 390.00Connection of 250mm watermain to existing 300mm dia. watermain No 1,400.00 1,700.00Connection of 250mm watermain to existing 180mm dia. watermain No 1,400.00 1,700.00

Pipe Fittings

4



a)

b)c)

d)e)

Lower UpperRange 2013


Description Unit


HDPE bends, Nominal bore : 63mm No 45.00 59.00HDPE bends, Nominal bore : 110mm No 55.00 72.00HDPE bends, Nominal bore : 160mm No 105.00 137.00HDPE bends, Nominal bore : 200mm No

50mm all flanged C.I. tail piece No 95.00 114.0050mm all flanged C.I. 90 degree bend No 95.00 114.0050mm off 100mm all flanged C.I. 90 degree bend No 95.00 114.0050 to 75mm dia concentric taper No 19.00 23.00100mm Bends No 48.00 58.00150mm Bends No 48.00 58.00100mm off 50mm all flanged C.I. 90 degree bend No 95.00 114.0050mm all flanged air valve No 284.00 341.00200mm all flanged C.I.Tee piece No 95.00 114.00Bends ( 11 1/4 Degrees ) No 246.00 295.00VJ Coupling No 246.00 295.00100mm all flanged C.I. tail piece No 95.00 114.00100mm off 50mm all flanged C.I. 90 degree bend No 95.00 114.00

Valves and Penstocks

Sluice Valve, Nominal bore 200mm (50mm) No 380.00 427.00Sluice Valve, Nominal bore 200mm (100mm) No 145.00 245.00Sluice Valve, Nominal bore 200mm (200mm) No 304.00 341.00Scour Valve, Nominal bore 200mm (100mm) No 140.00 220.00Air Valve, Nominal bore 200mm (100mm) No 152.00 245.00Hydrant, Nominal bore 200mm (100mm) No 115.00 225.00Volumetric water meter No 165.00 250.00Bulk Water Meter No 400.00 800.00

Chambers

Chambers for Sluice Valves depths not exceeding 1m cover and frame Class E600 to IS/EN 24 as RCD/2700/4No 407.00 529.00

Chambers for Air Valves or Hydrant chambers depths not exceeding 1m cover and frame Class E600 to IS/EN 24 as RCD/2700/7 & 8.No 550.00 715.00

Chambers for Twin Sluice Valves depths not exceeding 1m cover and frame Class E600 to IS/EN 24 as RCD/2700/5No 488.40 795.00

Butterfly Valves chambers depths exceeding 1m but not exceeding 2m cover and frame Class E600 to IS/EN 24 as RCD/2700/6 No 865.00 1,250.00

Thrust Blocks

Thrust Block, Volume : not exceeding 0.1m3 No 25.00 65.00Thrust Block, Volume : 0.1 - 0.2m3 No 100.00 135.00Thrust Block, Volume : 0.2 - 0.5m3 No 125.00 250.00Marker Post and Plate in accordance with RCD / 2700/13 No 43.00 55.00

5

PART 02 - MAIN CARRIAGEWAY


a)

b)c)

d)e)

Lower Upper

SERIES 300 - FENCING AND ENVIRONMENTAL NOISE BARRIERS

FENCING , GATES AND STILES

FencingTimber Post and Rail Fencing 1300mm High in accordance with NRA RCD/300/1 m 18.00 27.00Timber Post and Rail Stud Fencing Type A 1350mm High in accordance with NRA RCD/300/2 m 21.00 29.00Temporary fencing 900mm high m 5.00 12.00Timber Post and Rail Mammal Fencing 1300mm High in accordance with NRA RCD/300/19 m 23.00 28.00E/O for Concrete Footing to Posts for- Timber Post and Rail Fencing 1300 & 1350mm High no 13.00 20.00Concrete Post and Rail Fencing 1.40m High in accordance with NRA RCD/300/3 m 32.00 42.00Cranked Concrete Poat and Mesh Fence 2400mm high in accordance with NRA RCD/300/18 m 50.00 70.00E/O for Concrete Footing to Posts for- Concrete Post and Rail Fencing 1400mm High no 14.00 -Cleft Chestnut pale Fence 1200mm High in accordance with NRA RCD/300/5 m 11.00 -Concrete Post and Mesh Fencing 1225mm High in accordance with NRA RCD/300/6 m 15.00 42.001800mm High Woven and Lap Boarded Panel Fence in accordance with NRA RCD/300/7 m 42.00 70.00GatesSteel ( Single ) Field Gate 1100mm H x 4.00m as RCD/300/9 no 450.00 550.00Timber ( Single ) Field Gate 1270mm H x 3.60m as RCD/300/11 no 600.00 750.00Palisade Fencing 2400mm High in accordance with NRA RCD/300/17 m 85.00 110.00

Take Down and re-erect existing field gate similar to RCD/300/9 no 125.00 200.00Take Down and remove from site existing Timber Post and Rail Fencing m 4.00 8.00

ENVIRONMENTAL BARRIERS & MISC

Crossing Barrier , Absortive height 1.60m High m 350.00 450.00Crossing Barrier , Reflective height 3.00m High m 550.00 650.00Mainline Barrier , Absortive height 1.50m High m 135.00 190.00Mainline Barrier , Standard / Reflective height 1.50m High m 95.00 145.00Mainline Barrier , Standard / Reflective height 2.00m High m 120.00 175.00Mainline Barrier , Standard / Reflective height 2.50m High m 150.00 190.00

Screening Mounds, Class 4, min. 1.5m high, min. 0.5m wide at top , slope not greater than 1 in 1 m 23.00 28.00Bat boxes no 162.00 208.00Mammal-proof Watergates no 495.00 550.00

SERIES 400 - ROAD RESTRAINT SYSTEMS (VEHICLE AND PEDESTRIAN).

SAFETY BARRIER SYSTEMS

Median Wire Rope Barrier m 29.00 37.00Insitu Concrete Barrier to Median in accordance with RCD/400/2. m 63.00 86.00Single sided safety barrier, Containment Level (N1), Impact Severity Level (A), Working width (W5) straight or curvedexceeding 120m radius m 22.00 28.00Single sided safety barrier, Containment Level (N1), Impact Severity Level (A), Working width (W5), not exceeding 50mradius m 29.00 36.00Single sided safety barrier, Containment Level (N2), Impact Severity Level (A), Working width (W2) straight or curvedexceeding 120m radius m 43.00 52.00Single sided safety barrier, Containment Level (N2), Impact Severity Level (A), Working width (W4) straight or curvedexceeding 120m radius m 27.00 35.00Single sided safety barrier, Containment Level (N2), Impact Severity Level (A), Working width (W5) straight or curvedexceeding 120m radius m 25.00 36.00Single sided safety barrier, Containment Level (N2), Impact Severity Level (A), Working width (W5) curved exceeding50m but not exceeding 120m radius m 28.00 42.00Single sided safety barrier, Containment Level (N2), Impact Severity Level (A), Working width (W5) curved not exceeding50m radius m 29.00 46.00Single sided safety barrier, Containment Level (N2), Impact Severity Level (A), Working width (W6) straight or curvedexceeding 120m radius m 25.00 36.00

Where Units below are percentages, the percentage amounts represent the typical % of the balance of the contract amount that the item represents.

As the rates are reflective of tender rates - they are not necessarily reflective of final outturn cost for the items described.Particular care must be taken when using Earthworks rates which are obviously extremely sensitive to local factors including material classifications, earthworksbalances, haul distances and import and disposal solutions. The rate ranges (low to high) provide the user with the typical earthworks scenario on majorprojects only and therefore it is possible to encounter a situation whereby the range does not cover your project specifically. Some local knowledge (locations ofnearest tip, quarry, etc) is therefore essential to be certain that the range provided and the rate ultimately selected reflects your specific project.


Description Unit

Caution must be exercised when using the rates contained within this database - they are not intended to reflect rates as they apply to any particular projectrather it is intended that they provide an indication of the anticipated range of rates likely to be encountered in successful traditional remeasurement tenders.

The rates are current as of the above date, are in euro and are exclusive of VAT.

Range 2013

6



a)

b)c)

d)e)

Lower Upper




Description Unit



Range 2013

Single sided safety barrier, Containment Level (H1), Impact Severity Level (A), Working width (W4) straight or curvedexceeding 120m radius m 42.00 56.00Single sided safety barrier, Containment Level (H1), Impact Severity Level (A), Working width (W4), not exceeding 50mradius m 42.00 59.00Single sided safety barrier, Containment Level (H1), Impact Severity Level (A), Working width (W4) straight or curvedexceeding 120m radius m 57.00 64.00Single sided safety barrier, containment Level (H2) Impact Severity Level (A), Working width (W4) straight or curvedexceeding 120m radius m 70.00 114.00Single sided safety barrier, containment Level (H2) Impact Severity Level (A), Working width (W4) not exceeding 50mRadius mSingle sided safety barrier, containment Level (H2) Impact Severity Level (A), Working width (W6) straight or curvedexceeding 120m radius m 70.00 126.00Single sided safety barrier, containment Level (H4B) Impact Severity Level (A), Working width (W4) straight or curvedexceeding 120m radius m 209.00 266.00

Transitions

Transition - N1 W5 / N2 W4 No 827.00 1,104.00Transition - N2 W5 / N2 W2 No 827.00 1,104.00Transition - N2 W5 / N2 W4 No 1,104.00 1,104.00Transition - N1 W4 / H4b W4 No 1,104.00 1,654.00Transition - H1 W4 / N2 W5 No 1,654.00 2,207.00Transition - H2 W6 / H2 W4 No 1,654.00 2,207.00Transition - H2 W4 / H2 W6 No 1,654.00 2,207.00

Terminals

Terminal - N1 W5 No 662.00 1,213.00Terminal - N2 W2 No 662.00 1,213.00Terminal - N2 W4 No 662.00 1,213.00Terminal - N2 W5 No 662.00 1,213.00Terminal - H1 W4 No 827.00 1,654.00Terminal - H2 W4 No 1,654.00 2,207.00Terminal - H2 W6 No 1,654.00 2,207.00Terminal - H4b W4 No 1,654.00 2,207.00Connection to Bridge Parapets N2 W2 No 552.00 1,104.00Connection to Bridge Parapets N2 W5 No 552.00 1,104.00Connection to Brdige Parapets H2 W6 No 1,654.00 2,207.00PEDESTRIAN GUARDRAILS

Pedestrian Guardrail in accordance with NRA RCD/400/1, installed straight or curved exceeding 50 m radius m 60.00 140.00

Anti glare Screens in accordance with IS EN 12676 m 50.00 75.00

SERIES 500 - DRAINAGE AND SERVICE DUCTS

DRAINS , SEWERS , PIPED CULVERTS AND SERVICE DUCTS ( EXCLUDING FILTER DRAINS )

Drain or Sewer Type A in trench in side slopes of cuttings or side slopes of embankment :

225mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2 m 28.00 42.00225mm dia depths to invert exceeding 2 m but not exceeding 4m average depth 2.5m in accordance with RCD/500/2 m 37.00 56.00300mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2. m 34.00 51.00300mm dia depths to invert exceeding 2 m but not exceeding 4m average depth 2.5m in accordance with RCD/500/2 m 43.00 65.00450mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2 m 50.00 75.00450mm dia depths to invert exceeding 2 m but not exceeding 4m average depth 3m in accordance with RCD/500/2 m 66.00 99.00600mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2 m 62.00 93.00600mm dia depths to invert exceeding 2 m but not exceeding 4m average depth 3m in accordance with RCD/500/2 m 79.00 119.00

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d)e)

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Description Unit



Range 2013

750mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2 m 72.00 108.00750mm dia depths to invert exceeding 2 m but not exceeding 4m average depth 3m in accordance with RCD/500/2 m 89.00 134.00

Drain or Sewer Type S in trench in side slopes of cuttings or side slopes of embankment :

150mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2 m 31.00 47.00225mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2 m 35.00 53.00225mm dia depths to invert exceeding 2m not exceeding 4m ; average depth 3m in accordance with RCD/500/2 m 44.00 66.00300mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2 m 43.00 65.00300mm dia depths to invert exceeding 2m not exceeding 4m ; average depth 3m in accordance with RCD/500/2 m 53.00 80.00450mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2 m 63.00 95.00450mm dia depths to invert exceeding 2m not exceeding 4m ; average depth 3m in accordance with RCD/500/2 m 79.00 119.00600mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2 m 79.00 119.00600mm dia depths to invert exceeding 2m not exceeding 4m ; average depth 3m in accordance with RCD/500/2 m 200.00 300.00750mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2 m 89.00 134.00750mm dia depths to invert exceeding 2 m but not exceeding 4m average depth 3m in accordance with RCD/500/2 m 1,124.00 1,686.00900mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2 m 223.00 335.00900mm dia depths to invert exceeding 2 m but not exceeding 4m average depth 3m in accordance with RCD/500/2 m 232.00 348.00

Drain or Sewer Type T in trench in side slopes of cuttings or side slopes of embankment :

150mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2 m 31.50 47.00225mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2 m 35.00 53.00225mm dia depths to invert exceeding 2m not exceeding 4m ; average depth 3m in accordance with RCD/500/2 m 44.00 66.00

300mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2 m 45.00 68.00300mm dia depths to invert exceeding 2m not exceeding 4m ; average depth 3m in accordance with RCD/500/2 m 54.00 81.00450mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2 m 64.00 96.00450mm dia depths to invert exceeding 2m not exceeding 4m ; average depth 3m in accordance with RCD/500/2 m 80.00 120.00

600mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2 m 80.00 120.00

600mm dia depths to invert exceeding 2m not exceeding 4m ; average depth 3m in accordance with RCD/500/2 m 97.00 146.00


750mm dia depths to invert exceeding 2 m but not exceeding 4m average depth 3m in accordance with RCD/500/2 m 107.00 161.00


900mm dia depths to invert exceeding 2 m but not exceeding 4m average depth 3m in accordance with RCD/500/2 m 234.00 351.00

Drain or Sewer Type Z in trench in side slopes of cuttings or side slopes of embankment :

150mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2 m 41.00 62.00225mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2 m 53.00 80.00300mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2 m 64.00 96.00300mm dia depths to invert exceeding 2m not exceeding 4m ; average depth 3m in accordance with RCD/500/2 m 73.00 110.00450mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2 m 89.00 134.00450mm dia depths to invert exceeding 2m not exceeding 4m ; average depth 3m in accordance with RCD/500/2 m 105.00 158.00600mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2 m 110.00 165.00600mm dia depths to invert exceeding 2m not exceeding 4m ; average depth 3m in accordance with RCD/500/2 127.00 191.00750mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2 m 120.00 180.00750mm dia depths to invert exceeding 2 m but not exceeding 4m average depth 3m in accordance with RCD/500/2 137.00 206.00

8



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Description Unit



Range 2013

1050mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2 (Range 1.0 - 2.0Metres deep) m 282.00 423.001050mm dia depths to invert exceeding 2 m but not exceeding 4m average depth 3m in accordance with RCD/500/2.(Range 2.0 - 4.0 Metres deep) m 291.00 437.001200mm dia depths to invert not exceeding 2m; average depth 1.5m in accordance with RCD/500/2. (Range 1.0 - 2.0Metres deep) m 228.00 342.001200mm dia depths to invert exceeding 2 m but not exceeding 4m average depth 3m in accordance with RCD/500/2.(Range 2.0 - 4.0 Metres deep) m 328.00 377.00

FILTER DRAINS

Filter Drains Type K225mm dia piped filter drain in trenches to RCD 500/1 Type K; depths n.e. 2.0m average depth 1.0m m 23.00 35.00225mm dia piped filter drain in trenches to RCD 500/1 Type K; depths n.e. 2.0m average depth 1.5m m 31.00 47.00300mm dia piped filter drain in trenches to RCD 500/1 Type K; depths n.e. 2.0m average depth 1.0m m 27.00 41.00300mm dia piped filter drain in trenches to RCD 500/1 Type K; depths n.e. 2.0m average depth 1.5m m 33.00 50.00450mm dia piped filter drain in trenches to RCD 500/1 Type K; depths 2.0 - 4.0m average depth 2.5m m 83.00 125.00525mm dia piped filter drain in trenches to RCD 500/1 Type K; depths 2.0 - 4.0m average depth 3.0m m 113.00 170.00

Filter Drains Type I225mm dia piped filter drain in trenches to RCD 500/1 Type I; depths n.e. 2.0m average depth 1.0m m 25.00 38.00225mm dia piped filter drain in trenches to RCD 500/1 Type I; depths n.e. 2.0m average depth 1.5m m 32.00 48.00300mm dia piped filter drain in trenches to RCD 500/1 Type I; depths n.e. 2.0m average depth 1.0m m 31.00 47.00300mm dia piped filter drain in trenches to RCD 500/1 Type I; depths n.e. 2.0m average depth 1.5m m 33.00 50.00450mm dia piped filter drain in trenches to RCD 500/1 Type I; depths 2.0 - 4.0m average depth 2.5m m 98.00 147.00525mm dia piped filter drain in trenches to RCD 500/1 Type I; depths 2.0 - 4.0m average depth 3.0m m 106.00 159.00

FILTER MATERIAL CONTIGUOUS WITH FILTER DRAINS

Type A Filter Material contiguous with filter drain to Clause 505 m3 24.00 40.00

Type B Filter Material contiguous with filter drain to Clause 503 m3 24.00 39.00

FIN DRAINS AND NARROW FILTER DRAINS

Fin Drain, Type 6 100mm perforated pipe as RCD 500/31 depth not exceeding 1.5m m 17.00 22.00Narrow filter drain to RCD/500/33 Type 8 and RCD/500/31 Type 9; depth not exceeding 1.5m m 20.00 26.00Narrow filter drain Type 9 100mm dia depth to invert 0.75m m 17.00 22.00

CHAMBERS & GULLIES

Manholes Type AChambers , Type A 975x1350mm , depth not exceeding 1m in accotdance with NRA RCD/500/4 no 650.00 990.00

Manholes Type BChambers , Type B 1350x1690mm , depth not exceeding 1m in accotdance with NRA RCD/500/5 no 715.00 1,140.00

Manholes Type CChambers , Type C 1500mm dia depth exceeding 1m but not exceeding 2m in accotdance with RCD/500/6 no 1,100.00 1,700.00Chambers , Type C 1500mm dia depth exceeding 2m but not exceeding 3m in accotdance with RCD/500/6 no 1,200.00 2,450.00

Manholes Type DChambers , Type D 1500mm dia depth exceeding 3m but not exceeding 4m in accotdance with RCD/5008 no 1,750.00 2,750.00Chambers , Type D 1500mm dia depth exceeding 4m but not exceeding 5m in accotdance with RCD/500/8 no 1,950.00 3,050.00Chambers , Type D 1500mm dia depth exceeding 5m but not exceeding 6m in accotdance with RCD/500/8 no 2,450.00 4,050.00

Manholes Type FChambers , Type F 1500mm dia depth exceeding 6m but not exceeding 7m in accotdance with RCD/500/9 no 3,250.00 4,500.00Chambers , Type F 1500mm dia depth exceeding 7m but not exceeding 8m in accotdance with RCD/500/9 no 3,600.00 4,900.00Chambers , Type F 1500mm dia depth exceeding 8m but not exceeding 9m in accotdance with RCD/500/9 no 3,900.00 5,200.00Chambers , Type F 1500mm dia depth exceeding 9m but not exceeding 10m in accotdance with RCD/500/9 no 4,500.00 6,000.00

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Range 2013

Precast Concrete Gullies, or equal and approved not exceeding 1.00m with Type E600 grating, untrapped as NRA RCD/500/14 & 16 no 205.00 260.00 not exceeding 1.00m with Type E600 grating, trapped as NRA RCD/500/14 & 16 no 195.00 242.00

In-Situ Concrete and Blockwork Gullies not exceeding 1m deep with E600 grating as RCD/500/15 & 16 no 265.00 335.00

Catchpit Type G exceeding 1.00m , max depth 1.35m as NRA RCD/500/12 no 675.00 825.00

SERVICE DUCTS

UPVC Service Duct, bed and surround in trench, invert depth not exceeding 2.0m50mm Internal diameter 1 way; not exceeding 2m average depth 1.00 m, Type C as NRA RCD /500/52 m 13.00 20.0050mm Internal diameter 2 way; not exceeding 2m average depth 1.00m, Type C as NRA RCD /500/52 m 15.00 23.0050mm Internal diameter 4 way; not exceeding 2m average depth 1.00m, Type C as NRA RCD /500/52 m 17.00 26.00100mm Internal diameter 1 way; not exceeding 2m average depth 1.00m, Type C as NRA RCD /500/52 m 15.00 23.00100mm Internal diameter 2 way; not exceeding 2m average depth 1.00m, Type A as NRA RCD /500/52 m 17.00 26.00100mm Internal diameter 4 way; not exceeding 2m average depth 1.00m, Type A as NRA RCD /500/52 m 26.00 39.00Crossings150mm Internal dia 1 way in carriageways, depth not exceeding 2m; average depth 1.00m as NRA RCA/500/51 m 27.00 35.00150mm Internal dia 2 way in carriageways, depth not exceeding 2m; average depth 2.00m as NRA RCA/500/51 m 44.00 57.00

MAIN WORKS FOR ESB ( BY CONTRACTOR )

150mm Internal diameter 1 way; not exceeding 2m average depth 1.00m, Type C as NRA RCD /500/52 m 16.50 25.00150mm Internal diameter 1 way; not exceeding 2m average depth 1.00m, Type C as NRA RCD /500/51.(concretesurround) m 28.50 43.00

CHAMBERSChambers Dia - RCD / 500 / 55 Type A No 629.00 697.00

ESB CHAMBER No 619.00 697.00

EIRCOM CHAMBERS (upper range includes for construction in carriageways)CHAMBER JB 2 No 625.00 855.00CHAMBER JB 4 No 1,100.00 1,440.00CHAMBER JB 2A No 900.00 1,350.00CHAMBER JB 4A No 1,900.00 2,610.00

525mm internal, average depth 2.500m m 92.00 138.00

1 no. piped culvert, invent depth exceeding 4.0m but not exceeding 6.0m 525mm internal, average depth 4.50 m m 115.00 276.00 900mm internal, average depth 5.50 m m 230.00 368.00 1350mm internal, average depth 5.50 m m 413.00 643.00

1 no. piped culvert, invent depth exceeding 6.0m but not exceeding 8.0m 450mm internal, average depth 7.300m m 322.00 505.00

CONNECTIONS

Connection of communication ducts to service ducts , depth not exceeding 2.00m

75mm Internal diameter No 30.00 40.00 100mm Internal diameter No 40.00 48.00 150mm Internal diameter No 48.00 57.00 225mm Internal diameter No 57.00 66.00

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Description Unit



Range 2013

Connections to existing manholes or catchpits 225mm (Range 1.0 - 2.0 Metres deep) No 92.00 138.00Connection of drain to permanently severed land or mole drain ne 2.0m depth100mm connection to 225mm No 110.00 230.00150mm connection to 300mm No 138.00 303.00

HEADWALLS AND CULVERTS

Box Culverts 3.70 x 2.60 metres ( Precast unit 4.20 x 2.40m ) m 3,310.00 3,494.00 2.50 x 2.10 metres ( Precast unit 1.80 x 1.50m ) m 2,207.00 2,315.00 2.20 x 2.10 metres ( Precast unit 2.40 x 2.20m ) m 2,115.00 2,227.00 2.00 x 1.70 metres ( Precast unit 2.10 x 1.80m ) m 1,839.00 1,922.00 1.95 x 1.95 metres ( Precast unit 2.10 x 2.10m ) m 2,024.00 2,141.00 1.90 x 1.90 metres ( Precast unit 2.10 x 2.10m ) m 2,024.00 2,141.00 1.90 x 1.70 metres ( Precast unit 2.10 x 2.10m ) m 1,839.00 1,922.00 1.80 x 1.70 metres ( Precast unit 2.10 x 1.80m ) m 1,839.00 1,922.00 1.80 x 1.60 metres ( Precast unit 1.80 x 1.50m ) m 1,564.00 1,660.00

Pipe Culverts 1.90 metres Dia m 735.00 874.00 1.50 metres Dia m 413.00 493.00 1.20 metres Dia m 276.00 327.00 0.90 metres Dia m 183.00 218.00

Swales and Ditches < 1.0 metre m 7.80 9.75

Attenuation Ponds - Area of Clay Linear (200mm depth) m2 14.00 18.00

Headwall and Outfall WorksSmall headwall exceeding 100mm but not exceeding 300mm internal diameter; maximum headwall height 2.3m as NRARCD /500/19 & 24. No 368.00 437.00Headwall for pipe dia less than 600mm as NRA RCD/500/20 No 827.00 917.00Headwall for pipe dia greater than 600mm ; not exceeding 900mm dia as NRA RCD/500/20. No 1,564.00 1,878.00

SOFT SPOTS AND OTHER VOIDS

Excavation of soft spots and other voids m3 7.26 10.12Filling of soft spots and other voids with acceptable material m3 26.00 30.00Filling of soft spots and other voids with in-situ concrete mix ST2 m3 53.00 59.00EXCAVATION OF HARD MATERIAL

Extra over excavation in hard material for drainage and services m3 19.00 39.00Extra over excavation in hard material in intercepting ditches m3 19.00 39.00

SERIES 700 - PAVEMENTS

SUB BASE

Granular material Clause 804 Type B , 150mm thick sub base in carriageway , hardshoulder and hardstrip m3 18.00 28.00Granular material Clause 804 Type B, 150mm thick sub base in emergency crossing m3 18.00 28.00

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Description Unit



Range 2013

ROAD BASEClose Graded Bitumen , roadbase 40mm thick in roadway m2 5.33 7.00AC 32 Dense base 40/60 recipe mix ; 100mm thick in carriageway, hardshoulder and hardstrip m2 6.95 9.32AC 32 Dense base 70/100 recipe mix ; 100mm thick in carriageway, hardshoulder and hardstrip m2 12.64 16.10AC 32 Dense base 40/60 recipe mix ; 130mm thick in carriageway, hardshoulder and hardstrip m2 16.45 20.90AC 32 Dense base 70/100 recipe mix ; 200mm thick in carriageway, hardshoulder and hardstrip m2 23.50 32.20

BINDER COURSE

AC 20 Dense bin 40/60 recipe mix ; 55mm thick in carriageway, hardshoulder and hardstrip m2 6.95 9.23AC 20 Dense bin 40/60 recipe mix ; 80mm thick in carriageway, hardshoulder and hardstrip m2 10.11 13.43AC 20 Dense bin 70/100 recipe ; 80mm thick in carriageway, hardshoulder and hardstrip m2 11.00 15.00

WEARING COURSEHRA 30/14 F surf 40/60 45mm thick in carriageway , hardshoulder and hardstrip m2 7.70 11.90SMA; 40mm thick in carriageway ; hardshoulder and hard strip m2 6.60 10.86

SURFACE DRESSINGSingle Surface Dressing to (AT Guidelines for Surface Dressing in Ireland (2nd Edition) in Carriageway, hardshoulder andhardstrip (Chippings: 14/20mm followed by 6/10mm, min PSV 60, AAV10 LA25, Binder: Premium Polymor Grade) m2 2.80 3.20Double Surface Dressing to (AT Guidelines for Surface Dressing in Ireland (2nd Edition) in Carriageway, hardshoulder andhardstrip (Chippings: 14/20mm followed by 6/10mm, min PSV 60, AAV10 LA25, Binder: Premium Polymor Grade) m2 4.40 5.30

REGULATINGRegulating in accordance with Clause 907 Tonne 55.00 70.00Regulating in accordance with Clause 907 m2 121.41 160.92Tack Coat; to comply with B.S. 594987 in accordance with Clause 920. m2 0.45 0.70

Anti - skid surfacing m2 26.50 32.00

Cold-Milling (Planing)Milling pavement not exceeding 50mm deep (including disposal / re-use of arisings) m2 1.10 2.20Milling pavement not exceeding 75mm deep (including disposal / re-use of arisings) m2 1.30 2.60Milling pavement not exceeding 100mm deep (including disposal / re-use of arisings) m2 1.80 3.50

SERIES 1100 - KERBS , FOOTWAYS AND PAVED AREAS

KERBS , CHANNELS , EDGINGS AND COMBINED DRAINAGE AND KERB BLOCKS AND LINEAR DRAINAGE CHANNELSYSTEMS.Precast flat kerb 200 x 50mm laid to curves ne 12.0 metre radius m 14.00 22.00Precast concrete kerb Type A in accordance with RCD/1100/1 ; straight or curved >12m radius m 16.00 22.00Precast concrete kerb Type B in accordance with RCD/1100/1 ;straight or curved >12m radius m 18.00 28.00Precast concrete kerb Type C in accordance with RCD/1100/1 ;straight or curved >12m radius m 16.00 22.00Precast concrete kerb Type D in accordance with RCD/1100/1 ;straight or curved >12m radius m 16.00 22.00In-Situ Concrete Kerb Grade C40; unreinforced kerb 75mm upstand, in accordance with RCD/1100/2 ; straight or curved>12m radius. m 14.00 20.00In-Situ Concrete Kerb Grade C40; unreinforced kerb 125mm upstand, in accordance with RCD/1100/2 ; straight or curved>12m radius. m 16.00 22.00In-Situ Concrete Drop Kerb Grade C40; unreinforced kerb 6 mm upstand, in accordance with RCD/1100/2 ; straight orcurved >12m radius. m 16.00 26.00In-Situ Concrete Drop Kerb Grade C40; unreinforced kerb 25 mm upstand , in accordance with RCD/1100/2 ; straight orcurved >12m radius. m 16.00 26.00305mm radius half batter quadrant kerb (traffic islands) Nr 19.00 22.00Unreinforced channel, 1.2m wide m 22.00 30.00

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Description Unit



Range 2013

ADDITIONAL CONCRETE FOR KERBS , CHANNELS , EDGINGS AND COMBINED DRAINAGE AND KERB BLOCKS

Extra Over for Insitu Concrete m3 68.00 105.00

FOOTWAYS AND PAVED AREAS

Concrete Footway 100mm thick to clause 1106 on 100mm subbase to clause in accordance with RCD/1100/5 m2 15.00 20.00Block Paved Area on Roundabout Island sloping at less then 10 degrees to the horizontal in accordance with RCD/1100/6& 8. m2 35.00 45.00Block Paved Area on Roundabout Island sloping at more then 10 degrees to the horizontal in accordance withRCD/1100/6 & 8. m2 35.00 60.00Combined Cycle / Footway with sloping at 10 degrees or less to the horizontal m2 30.00 35.00Paving 600mm square , 50mm thick , charcoal grey with brick imprint m2 27.00 37.00Flexible surfacing, 50mm thick, surface sloping 10 degrees or less to the horizontal m2 6.00 9.00Green coloured flexible surfacing, 50mm thick, surface sloping 10 degrees or less to the horizontal m2 24.00 34.00Granular sub-base material Type B m3 18.00 28.0050x75mm Tanalised permanent timber edge support m 4.00 6.00Grassblock pavement, surface sloping 10 degrees or less to the horizontal m2 22.00 35.00Cycleway 25mm closegraded macadam wearing course on 50mm DBM basecourse on 150mm subbase, sloped at 10degrees or less to the horizontal m2 20.00 25.00

TACTILE PAVING

Tactile paving to pedestrian crossing m2 50.00 80.00

SERIES 1200 - TRAFFIC SIGNS AND ROAD MARKINGS

TRAFFIC SIGNS

Permanent retroreflective traffic sign to TSM Fig 5.2 manual as non - lit sign on one tubular steel post or equal andapproved CLASS Ref 2 Exceeding 0.25m2 but ne 0.50m2 in area No 208.00 213.00 Exceeding 0.75m2 but ne 1.00m2 in area No 284.00 296.00

Permanent retroreflective traffic sign to TSM Fig 5.3 manual as non - lit sign on one tubular steel post or equal andapproved CLASS Ref 2 Exceeding 0.25m2 but ne 0.50m2 in area No 228.00 255.00 Exceeding 0.75m2 but ne 1.00m2 in area No 341.00 378.00

Permanent retroreflective traffic sign to TSM Fig 5.10 manual as non - lit sign on one tubular steel post or equal andapproved CLASS Ref 2 Exceeding 0.25m2 but ne 0.50m2 in area No 208.00 236.00 Exceeding 0.50m2 but ne 0.75m2 in area No 264.00 293.00 Exceeding 0.75m2 but ne 1.00m2 in area No 398.00 443.00Permanent retroreflective traffic sign to TSM Fig 5.18 manual as non - lit sign on one tubular steel post or equal andapproved CLASS Ref 2 Exceeding 0.25m2 but ne 0.50m2 in area No 208.00 236.00 Exceeding 0.50m2 but ne 0.75m2 in area No 284.00 312.00 Exceeding 0.75m2 but ne 1.00m2 in area No 416.00 464.00

Permanent retroreflective traffic sign to TSM Fig 5.21 manual as non - lit sign on one tubular steel post or equal andapproved CLASS Ref 2 Exceeding 0.25m2 but ne 0.50m2 in area No 208.00 236.00 Exceeding 0.50m2 but ne 0.75m2 in area

No 284.00 312.00 Exceeding 0.75m2 but ne 1.00m2 in area No 416.00 464.00

Permanent retroreflective traffic sign to TSM Fig 6.30 manual as non - lit sign on two tubular steel posts or equal andapproved CLASS Ref 2 Exceeding 0.25m2 but ne 0.50m2 in area No 264.00 293.00

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Description Unit



Range 2013

Exceeding 2.00m2 but ne 3.00m2 in area No 1,107.00 1,219.00

Permanent retroreflective traffic sign ; non - lit sign and approved CLASS Ref 2 Exceeding 0.25m2 but ne 0.50m2 in area No 161.00 180.00 Exceeding 0.50m2 but ne 0.75m2 in area No 197.00 217.00 Exceeding 0.75m2 but ne 1.00m2 in area No 236.00 264.00 Exceeding 1.00m2 but ne 2.00m2 in area on existing post No 530.00 586.00 Exceeding 1.00m2 but ne 2.00m2 in area on one tubular post No 594.00 662.00 Exceeding 1.00m2 but ne 2.00m2 in area on two tubular posts No 916.00 1,011.00 Exceeding 2.00m2 but ne 3.00m2 in area on existing post No 679.00 756.00 Exceeding 2.00m2 but ne 3.00m2 in area on one tubular post No 1,219.00 1,342.00 Exceeding 2.00m2 but ne 3.00m2 in area on two tubular posts No 1,352.00 1,493.00 Exceeding 3.00m2 but ne 4.00m2 in area on two tubular posts No 1,550.00 1,710.00 Exceeding 4.00m2 but ne 5.00m2 in area on two tubular posts No 1,947.00 2,144.00 Exceeding 5.00m2 but ne 6.00m2 in area on two tubular posts No 2,164.00 2,381.00 Exceeding 5.00m2 but ne 6.00m2 in area on three tubular posts No 2,430.00 2,674.00 Exceeding 6.00m2 but ne 7.00m2 in area on two tubular posts No 3,128.00 3,440.00 Exceeding 6.00m2 but ne 7.00m2 in area on three tubular posts No 2,808.00 3,090.00 Exceeding 7.00m2 but ne 8.00m2 in area on two tubular posts No 3,515.00 3,866.00 Exceeding 7.00m2 but ne 8.00m2 in area on three tubular posts No 3,024.00 3,327.00 Exceeding 7.00m2 but ne 8.00m2 in area on four tubular posts No 3,117.00 3,430.00 Exceeding 8.00m2 but ne 9.00m2 in area No 2,080.00 2,287.00 Exceeding 9.00m2 but ne 10.00m2 in area No 2,240.00 2,465.00 Exceeding 10.00m2 but ne 11.00m2 in area on three tubular posts No 2,050.00 2,259.00 Exceeding 10.00m2 but ne 11.00m2 in area on four tubular posts No 4,318.00 4,754.00 Exceeding 11.00m2 but ne 12.00m2 in area on three tubular posts No 5,867.00 6,454.00 Exceeding 12.00m2 but ne 13.00m2 in area No 3,308.00 3,638.00 Exceeding 13.00m2 but ne 14.00m2 in area No 3,459.00 3,808.00 Exceeding 13.00m2 but ne 14.00m2 in area on three tubular posts No 6,323.00 6,956.00 Exceeding 14.00m2 but ne 15.00m2 in area No 3,610.00 3,969.00 Exceeding 14.00m2 but ne 15.00m2 in area on two tubular posts No 6,747.00 7,429.00 Exceeding 14.00m2 but ne 15.00m2 in area on three tubular posts No 6,804.00 7,484.00 Exceeding 15.00m2 but ne 16.00m2 in area on four tubular posts No 7,967.00 8,770.00 Exceeding 16.00m2 but ne 17.00m2 in area on four tubular posts No 8,212.00 9,034.00

Permanent retroreflective traffic sign to TSM Fig 5.3 manual as non - lit sign on one tubular steel post or equal andapproved CLASS Ref 1 Not exceeding 0.25m2 in area No 197.00 217.00 Exceeding 0.25m2 but ne 0.50m2 in area No 217.00 245.00 Exceeding 0.75m2 but ne 1.00m2 in area No 321.00 358.00

Permanent retroreflective traffic sign to TSM Fig 5.10 manual as non - lit sign on one tubular steel post or equal andapproved CLASS Ref 1 Exceeding 0.25m2 but ne 0.50m2 in area No 197.00 217.00 Exceeding 0.50m2 but ne 0.75m2 in area No 255.00 284.00 Exceeding 0.75m2 but ne 1.00m2 in area No 378.00 416.00

Permanent retroreflective traffic sign to TSM Fig 5.18 manual as non - lit sign on one tubular steel post or equal andapproved CLASS Ref 1 Exceeding 0.25m2 but ne 0.50m2 in area No 151.00 217.00



Permanent retroreflective traffic sign to TSM Fig 6.3A manual as non - lit sign on one tubular steel post or equal andapproved CLASS Ref 1 Exceeding 0.25m2 but ne 0.50m2 in area No 188.00 208.00

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Description Unit



Range 2013

Permanent retroreflective traffic sign to TSM Fig 6.4B manual as non - lit sign on one tubular steel post or equal andapproved CLASS Ref 1 Exceeding 0.25m2 but ne 0.50m2 in area No 188.00 208.00

Permanent retroreflective traffic sign to TSM Fig 6.6A manual as non - lit sign on one tubular steel post or equal andapproved CLASS Ref 1 Exceeding 0.25m2 but ne 0.50m2 in area No 188.00 208.00












Permanent retroreflective traffic sign to TSM Fig 8.7 manual as non - lit sign on one tubular steel post or equal andapproved CLASS 2 Ref 1 Exceeding 0.50m2 but ne 0.75m2 in area No 208.00 236.00

Engineers temporary retroreflective traffic sign to TSM Fig 8.8 manual as non - lit sign on one tubular steel post or equaland approved CLASS Ref 1 Exceeding 0.50m2 but ne 0.75m2 in area No 208.00 236.00

Permanent retroreflective traffic signs non - lit sign and approved CLASS Ref 1 Exceeding 0.75m2 but ne 1.00m2 in area on two tubular posts No 398.00 443.00 Exceeding 1.00m2 but ne 2.00m2 in area on two tubular posts No 849.00 945.00

15



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Description Unit



Range 2013

Exceeding 1.00m2 but ne 2.00m2 in area on three tubular posts No 378.00 870.00 Exceeding 2.00m2 but ne 3.00m2 in area on two tubular posts No 614.00 1,258.00 Exceeding 2.00m2 but ne 3.00m2 in area on three tubular posts No 662.00 1,985.00 Exceeding 3.00m2 but ne 4.00m2 in area on two tubular posts No 1,416.00 1,558.00 Exceeding 3.00m2 but ne 4.00m2 in area on three tubular posts No 1,446.00 1,597.00 Exceeding 4.00m2 but ne 5.00m2 in area on three tubular posts No 1,918.00 2,117.00 Exceeding 5.00m2 but ne 6.00m2 in area on three tubular posts No 2,117.00 2,335.00 Exceeding 6.00m2 but ne 7.00m2 in area on three tubular posts No 2,627.00 2,892.00

Permanent retroreflective traffic sign as per TSM as non - lit sign on one tubular steel post ( H Frame ) or equal andapproved CLASS Ref 1 Exceeding 4.00m2 but ne 5.00m2 in area No 2,995.00 3,299.00

ROAD MARKINGS

Removal of road markings , solid areas, thermoplastic screed m2 25.00 44.00Removal of road markings, continuous Line, thermoplastic screed, 100mm wide m 3.00 4.50Removal of road markings, Intermittent Line 100mm wide , 2m gap on 2m line m 3.00 4.50Removal of road markings, continuous Line, thermoplastic screed, 150mm wide m 4.50 7.00Removal of road markings, Intermittent Line 150mm wide , 2m gap on 2m line m 4.50 7.00Removal of road markings, Arrows 3,600mm long no 40.00 60.00Removal of road markings, Arrows 5,000mm long no 50.00 75.00Removal of road markings, letters and numerals 350mm long no 5.00 10.00Removal of road markings, letters and numerals 700mm long no 8.50 16.50Removal of road markings, letters and numerals 1200mm long no 12.00 22.00Removal of road markings, Symbols 750mm long no 20.00 40.00Removal of road markings, Symbols 1200mm long no 25.00 45.00Removal of road markings, Symbols 2500mm long no 40.00 60.00

Road markings, continuous Lines in white thermoplastic screed with applied solid glass bead 100mm wide m 1.00 1.80Road markings, continuous Lines in yellow thermoplastic screed with applied solid glass bead 100mm wide m 1.00 1.80Road markings, continuous Lines in white thermoplastic screed with applied solid glass bead 150mm wide m 1.50 2.00Road markings, continuous Lines in yellow thermoplastic screed with applied solid glass bead 150mm wide m 1.50 2.00Road markings, continuous Lines in white thermoplastic screed with applied solid glass bead 200mm wide m 2.40 3.00Road markings, continuous Lines in yellow thermoplastic screed with applied solid glass bead 200mm wide m 2.40 3.00

Road markings, Intermittent Lines in white thermoplastic screed with applied solid glass bead 100mm wide, 1000mm lineand 1000mm gap m 1.00 1.80Road markings, Intermittent Lines in white thermoplastic screed with applied solid glass bead 100mm wide, 2000mm lineand 1000mm gap m 1.00 1.80Road markings, Intermittent Lines in white thermoplastic screed with applied solid glass bead 150mm wide, 1000mm lineand 1000mm gap m 1.50 2.00Road markings, Intermittent Lines in white thermoplastic screed with applied solid glass bead 150mm wide, 2000mm lineand 1000mm gap m 1.50 2.00Road markings, Intermittent Lines in white thermoplastic screed with applied solid glass bead 200mm wide, 1000mm lineand 1000mm gap m 2.40 3.00Road markings, Intermittent Lines in white thermoplastic screed with applied solid glass bead 200mm wide, 2000mm lineand 1000mm gap m 2.40 2.00

Road marking, Raised Rib lines, in white thermoplastic screed with applied soild glass bead 150mm wide m 2.00 3.00

Ancillary Line 50mm wide ,raised ribs in hatched areas White m 1.50 4.00 Ancillary Line 50mm wide ,raised ribs in hatched areas Yellow m 1.50 4.00 Ancillary Line 150mm wide in hatched areas White m 1.75 2.20 Ancillary Line 200mm wide in hatched areas White m 2.40 3.00 Ancillary Line 200mm wide in hatched areas Yellow m 2.40 3.00 Ancillary Line 200mm wide in rumble strips White m 2.65 3.00 Chevron areas in white m2 10.00 15.00 Yield triangle, 1875mm in size No 27.00 40.00 Yield triangle, 3750mm in size No 50.00 64.00

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Description Unit



Range 2013

Yield triangle, 3750mm in size No 40.00 55.00 No entry circle, 2800mm in size No 40.00 65.00 No entry circle, 3750mm in size No 60.00 120.00 Stop circle, 2800mm in size No 113.00 151.00 Bifurication arrow, 8000mm in size No 100.00 140.00 Bifurication arrow, 16000mm in size No 105.00 148.00 Land indication arrow, 3600mm in size No 38.00 52.00 Land indication arrow, 5000mm in size No 57.00 77.00

Turning right arrows, 3600mm in size No 38.00 52.00 Box junction, 25000x10000mm in size No 680.00 1,200.00 Box junction, 4000x8000mm in size No 110.00 200.00 Hatched areas m2 4.00 12.00 Cycle mark, 1100mm in size No 40.00 80.00

Circles 30mm dia to Fig 7.15 of the Traffic Signs Manual No 220.00 280.00 Circles 26mm dia to Fig 7.15 of the Traffic Signs Manual No 200.00 260.00

Letters 2.80m High No 32.00 45.00 One way cycle symbol as outlined in 7.9.41 of TSM No 45.00 65.00 Two way cycle symbol as outlined in 7.9.41 of TSM No 80.00 110.00 One way cycle symbol with life turn arrow as outlined in 7.9.41 of TSM No 35.00 100.00 Temporary White Lining m 1.00 1.50

REFLECTING ROAD STUDS

Type 1 long cats eyes 240 x 140mm rectangular uni-directional reflecting road stud or equal and approved with yellow reflectors No 14.00 17.50 with white reflectors No 14.00 17.50 with green reflectors No 14.00 17.50Road stubs bi-directional 180mm wide with white reflectors No 14.00 17.50

REFLECTING MARKERS

Reflective Markers with uni-directional reflectors or equal with white reflectors No 5.00 12.00 with white reflectors mounted on safety barriers No 5.00 12.00 with green reflectors mounted on safety barriers No 5.00 12.00

JUNCTION MARKER POSTSJunction Marker posts 1000m High No 10.50 15.50PERMANENT BOLLARDS

Junction Defination posts non - illuminated green / white 1.0m High No 120.00 160.00

SERIES 1300 - ROAD LIGHTING COLUMNS AND BRACKETS

ROAD LIGHTING COLUMNS , BRACKETS AND WALL MOUNTINGS

Galvanised steel road lighting column complete with cut off lantern and photo cell switch

4m nominal height, single bracket arm, 0.5 metre projection & 70w Lantern No 495.00 558.00 4m nominal height, double bracket arm, 0.5 metre projection & 70w Lantern No 675.00 738.00 8m nominal height , 1 metre projection & 150w Lantern No 791.00 882.00 8m nominal height , 2 metre projection & 150w Lantern No 791.00 900.00 10m nominal height, 1 metre projection & 150w Lantern No 900.00 990.00 10m nominal height, 2 metre projection & 150w Lantern No 1,034.00 1,170.00 10m nominal height , 2 metre projection & 250w Lantern No 1,034.00 1,125.00 10m nominal height , 2 metre projection & 400w Lantern No 1,080.00 1,170.00 10m nominal height , 2.5 metre projection & 250w Lantern No 990.00 1,170.00

17



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b)c)

d)e)

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Description Unit



Range 2013

12m nominal height, single bracket arm, 2 metre projection & 250w Lantern No 918.00 1,008.00 12m nominal height , double bracket arm, 2 metre projection & 250w Lantern No 1,170.00 1,269.00 12m nominal height , 2.50 metre projection & 250w Lantern No 1,349.00 1,440.00 14m nominal height , 2.50 metre projection & 400w Lantern No 1,531.00 1,620.00

Galvanised steel road lighting high mast, twenty sided continuously tapered 20m nominal height, lantem includes 4no. 400W lamps No 9,900.00 11,700.00 20m nominal height, lantem includes 6no. 400W lamps No 10,530.00 12,150.00 30m nominal height, lantem includes 6no. 400W lamps No 11,521.00 13,502.00 30m nominal height, lantem includes 8no. 400W lamps No 12,060.00 13,952.00 30m nominal height, lantem includes 10no. 400W lamps No 12,601.00 14,401.00

SERIES 1400 - ELECTRICAL WORK FOR ROAD LIGHTING AND TRAFFIC SIGNS

Locating Buried Road Lighting and Traffic Cables.

in carriageways, footways and bridge decks m 1.00 5.00in verges, embankments and cuttings m 1.00 3.00in central reserves m 1.00 4.00

CABLING

Trench for cablesTrench for cables, depth not exceeding 1.5m m 6.00 15.00depth exceeeding 1.5 metre but not exceeding 2.0 metre deep m 9.00 18.00Cables2 x 6 Cables M 2.70 2.812 x 10 Cables m 3.60 3.752 x 16 Cables m 4.23 4.403 x 2.5 Cables m 2.25 2.344 x 10 Cables m 4.23 4.404 x 16 Cables m 5.22 5.49

CABLE JOINTS AND TERMINATIONS

Termination to road lighting columns , feeder pillars and subway lighting 2 x 6 Cables m 20.00 46.00 2 x 10 Cables m 20.00 46.00 2 x 16 Cables No 43.00 90.00 3 x 2.5 Cables No 8.56 18.00 4 x 10 Cables No 8.56 90.00 4 x 16 Cables No 8.56 99.00

FEEDER PILLARS

Galvanised steel feeder pillar including marine plywood baseboard and all internal electrical equipment Feeder Pillars No 414.00 1,349.00 Feeder Pillars, Type KK1 No 531.00 1,349.00 Feeder Pillars, Type KK2 No 513.00 1,349.00 Feeder Pillars, Type KK3 No 505.00 1,349.00 Feeder Pillars, Type KK4 No 505.00 1,349.00

EARTH ELECTRODES

Drive, terminate, and connect galvanised steel or copper earth rod, 1.2m long, 22mm dia. within feeder pillar base, or inseparate enclosure No 22.00 54.00

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b)c)

d)e)

Lower Upper

SERIES 1700 - STRUCTURES

BRIDGE FOUNDATIONS

Excavation of acceptable material Class 5A m3 0.70 4.50Excavation of acceptable material excluding Class 5A in structural foundations 0 to 3.0metres deep m3 1.25 4.85Excavation of acceptable material excluding Class 5A in structural foundations 3.0 to 6.0metres deep m3 1.35 4.75Excavation of acceptable material excluding Class 5A in structural foundations 6.0 to 9.0metres deep m3 1.65 5.25Extra Over for excavation of Hard Material in Foundations m3 5.00 50.00Excavation of unacceptable material Class U1 in structural foundations 0-6m in depth m3 0.68 10.00

Disposal of acceptable material class 5A m3 1.55 5.00Disposal of acceptable material excluding class 5A m3 2.00 5.00Disposal of unacceptable material Class U1 m3 1.10 18.00

Deposition of acceptable material in fill above structural concrete foundations m3 1.00 2.00Deposition of acceptable material in fill to structures m3 1.00 2.00

Imported acceptable material Class 6N in fill above structural concrete foundations m3 8.71 23.00Imported acceptable material Class 6N in fill to structures m3 8.71 23.00Imported acceptable material Class 6N in reinforced earth structures m3 9.00 24.00Imported acceptable material Class 6J in reinforced earth structures m3 9.00 24.00Imported acceptable material Class 6F2 in fill on sub-base material , roadbase and capping m3 18.00 29.00Imported topsoil Class 5B m3 10.00 18.00Imported acceptable material Class 1C m3 6.75 14.00Imported acceptable material Class 6B m3 6.75 14.00

Compaction of acceptable material Class 6N in fill above structural concrete foundations m3 0.98 1.55Compaction of acceptable material in fill to structures m3 0.98 1.55Compaction of acceptable material in fill on sub - base material , roadbase and capping m3 0.87 1.16Compaction of acceptable material in reinforced earth structures m3 1.50 1.65Compaction of acceptable material Class 6N in fill to structural m3 0.98 1.55Compaction of acceptable material Class 1C m3 0.98 1.16Compaction of acceptable material Class 6B m3 0.98 1.16

Geotextile Tensar 55 RE or equivalent m2 0.98 1.30Geotextile Tensar 80 RE or equivalent m2 0.98 1.40Geotextile Terram 1000 or equivalent m2 0.90 1.70

Excavation of soft spots and other voids below structural foundations and foundations for corruglated steel buriedstructures m3 0.98 5.80Excavation of soft spots and other voids in bottom of trenches , chambers and gullies m3 4.36 10.00Excavation of soft spots and other voids below structural foundations m3 4.36 12.00Filling of soft spots and other voids below structural foundations and foundations for corrugated steel buried structureswith in situ concrete mix C30/20 m3 53.00 65.00Filling of soft spots and other voids in bottom of trenches , chambers and gullies with in-situ concrete m3 53.00 65.00Filling of soft spots and other voids below cuttings or under embankments acceptable material Class 6N m3 18.00 22.00Filling of soft spots and other voids below structural foundations with Class 10/40 concrete m3 75.00 85.00

Topsoiling 150mm thk to surfaces sloping at 10 degrees or less to the horizontal m2 0.58 3.10Topsoiling 250mm thk to surfaces sloping at 10 degrees or less to the horizontal m2 0.58 3.10Topsoiling 150mm thk to surfaces sloping at more than 10 degrees to the horizontal m2 0.87 3.10

Grass seeding to surface sloping at 10 degrees or less to the horizontal m2 0.20 2.00Grass seeding to surface sloping at more than 10 degrees to the horizontal m2 0.24 3.00

Completion of formation on acceptable material m2 0.10 0.68


Description UnitRange

Caution must be exercised when using the rates contained within this database - they are not intended to reflect rates as they apply to any particular project rather it is intendedthat they provide an indication of the anticipated range of rates likely to be encountered in successful traditional remeasurement tenders.

As the rates are reflective of tender rates - they are not necessarily reflective of final outturn cost for the items described.Particular care must be taken when using Earthworks rates which are obviously extremely sensitive to local factors including material classifications, earthworks balances, hauldistances and import and disposal solutions. The rate ranges (low to high) provide the user with the typical earthworks scenario on major projects only and therefore it is possible toencounter a situation whereby the range does not cover your project specifically. Some local knowledge (locations of nearest tip, quarry, etc) is therefore essential to be certain thatthe range provided and the rate ultimately selected reflects your specific project.

The rates are current as of the above date, are in euro and are exclusive of VATWhere Units below are percentages, the percentage amounts represent the typical % of the balance of the contract amount that the item represents

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PART 03 - STRUCTURES


a)

b)c)

d)e)

Lower Upper


Description UnitRange

Caution must be exercised when using the rates contained within this database - they are not intended to reflect rates as they apply to any particular project rather it is intendedthat they provide an indication of the anticipated range of rates likely to be encountered in successful traditional remeasurement tenders.

As the rates are reflective of tender rates - they are not necessarily reflective of final outturn cost for the items described.Particular care must be taken when using Earthworks rates which are obviously extremely sensitive to local factors including material classifications, earthworks balances, hauldistances and import and disposal solutions. The rate ranges (low to high) provide the user with the typical earthworks scenario on major projects only and therefore it is possible toencounter a situation whereby the range does not cover your project specifically. Some local knowledge (locations of nearest tip, quarry, etc) is therefore essential to be certain thatthe range provided and the rate ultimately selected reflects your specific project.

The rates are current as of the above date, are in euro and are exclusive of VATWhere Units below are percentages, the percentage amounts represent the typical % of the balance of the contract amount that the item represents

Bedding Layer 300mm M3 24.00 26.00Blinding ( 75mm deep ) M3 55.00 90.0050mm Filler Board to Structure M2 19.00 44.00

BRIDGE SUBSTRUCTURE

In-situ concrete mix reference class 30/20 m3 90.00 110.00In-situ concrete mix reference c

nra schedule of rates version 8 july 2013

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