SMM Example Schedule of Rates - Bill of Quantities 10July2012.u_3842828r_1n_D12^23210355

8/10/2019 SMM Example Schedule of Rates - Bill of Quantities 10July2012.u_3842828r_1n_D12^23210355

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M IN RO DS

Western Australia

Revision Register

EXAMPLE SCHEDULES OF RATES/BILLS OF QUANTITIES

template for SOR/BQ p reparat ion.)

REVISION REGISTER

Date Item Number Description of Revision Authorised By

10-Jul-12 Whole document Complete Review SCO

3-May-11 302.1 Amended duplicate numbering for 302.10 A/MPCMP

12-Aug-09 503.08 Geotextile Reinforced Seal added PSM

502 Stone Mastic Asphalt has been added A/SCO

504 Reference to Polymer Modified Binder added

30-Jan-08 References to 'Particular Preambles' amendedto 'Contract Specific Preambles'

MPCMP

02-Feb-07 204.07 Unit corrected from 'Item' to 'No.' SO

28-Sep-06 General Items -Series 100 Section numbers added and Item numberingamended SO

07-Sep-06 General "Revision Register" created SOGeneral Some section/specification titles updatedFurther

ExamplesNote added

Author's Notes Reference to "Particular Preambles" added

(For Information o nly - Delete this sheet & table from Spreadsheet if i t is to be used as a

24-Apr-09

]


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MAIN ROADSWestern Australia

Contents

EXAMPLE OF FORMAT AND LAYOUT

SAMPLE SCHEDULES OF RATES/BILLS OF QUANTITIES

CONTRACT No. ??/??

SCHEDULES OF RATES/BILLS OF QUANTITIES

CONTENTS

THIS PAGE - CONTENTS 1

SCHEDULE No. 1 - GENERAL ITEMS 2

SCHEDULE No. 2 - ROADWORKS 6

SERIES 300 - EARTHWORKS 7

SERIES 400 - DRAINAGE 10

SERIES 500 - PAVEMENT & SURFACING 14

SERIES 600 - TRAFFIC FACILITIES 17

SERIES 700 - ELECTRICAL & LIGHTING 20

SERIES 900 - MISCELLANEOUS 22

SCHEDULE No. 3 - PROVISIONAL SUMS 24

SCHEDULE No. 4 - DAYWORK 26

BILL No. 1 - BRIDGE No. ? OVER ? 28

SERIES 800 - BRIDGES & MAJOR STRUCTURES 29

SUMMARY 39

FURTHER EXAMPLES 41

AUTHOR'S NOTES 43

REVISION REGISTER 45

Contract No. ??/?? Page 2


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MAIN ROADS

Western Australia

Summary

SUMMARY



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Summary

EXAMPLE OF FORMAT AND LAYOUT

SAMPLE SCHEDULES OF RATES/BILLS OF QUANTITIES

CONTRACT No. ??/??

SUMMARY

SCHEDULE No. 1 - GENERAL ITEMS $0.00

SCHEDULE No. 2 - ROADWORKS

SERIES 300 - EARTHWORKS $0.00

SERIES 400 - DRAINAGE $0.00

SERIES 500 - PAVEMENT & SURFACING $0.00

SERIES 600 - TRAFFIC FACILITIES $0.00

SERIES 700 - ELECTRICAL & LIGHTING $0.00

SERIES 900 - MISCELLANEOUS $0.00 $0.00

SCHEDULE No. 3 - PROVISIONAL SUMS $0.00

SCHEDULE No. 4 - DAYWORK $0.00

BILL No. 1 - BRIDGE No. ? OVER ? $0.00

SERIES 800 BRIDGES & MAJOR STRUCTURES $0.00

GST EXCLUSIVE AMOUNT $0.00

ESTIMATED GST PAYABLE $0.00

TOTAL OF TENDER $0.00



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General Items

SCHEDULE No. 1 - GENERAL ITEMS



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General Items

Item Description Unit Qty Rate Amount

CONDITIONS OF CONTRACT

GCC GENERAL CONDITIONS OF CONTRACT

GCC.01 Insurances in accordance with the General

Conditions of ContractItem 1

GCC.02 Contractor's superintendence during the execution ofthe Works

Item 1

GCC.03 All charges, costs and obligations relating to theGeneral Conditions of Contract not provided forelsewhere

Item 1

SPECIAL CONDITIONS OF CONTRACT

SCC.01 All charges, costs and obligations relating to theSpecial Conditions of Contract not provided for

elsewhere

Item 1

SERIES 100 - GENERAL REQUIREMENTS

101.00 DESCRIPTION OF WORKS

101.01 Provision of access for others to undertake work Item 1

101.02 Contractors programs Item 1

101.03 Project works sign No.

102 SURVEY INFORMATION

102.01 Survey information, control and setting out of theworks

Item 1

103 SITE FACILITIES

Contractors Site Facilities

103.01 Provision of Contractor's site facilities Item 1

103.02 Maintenance of Contractor's site facilities Item 1

103.03 Removal of Contractor's site facilities Item 1

Superintendent's Site Facilities

103.04 Provision of the Superintendent site facilities Item 1

103.05 Maintenance of the Superintendent site facilities Item 1

103.06 Removal of the Superintendent site facilities Item 1

Superintendent's Living Facilities

103.07 Provision of the Superintendent living facilities Item 1

103.08 Maintenance of the Superintendent living facilities Item 1



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General Items


103.09 Removal of the Superintendent living facilities Item 1

103.10 Superintendent's meals M/day

104 ENTRY TO LAND

104.01 Entry to land Item 1

105 WATER SUPPLIES

105.01 Supply of water Item 1

106 UTILITIES AND SERVICES

106.01 Liaison, programming, location and protection ofutilities and services

Item 1

106.02 Relocation of ? mains Item 1

106.03 Relocation of existing street lighting Item 1

SERIES 200 - MANAGEMENT REQUIREMENTS

202 - TRAFFIC

202.01 Traffic management Item 1

202.02 Traffic control devices Item 1

202.03Traffic controllers

Item 1

202.04 Construction, maintenance and removal ofsidetracks, temporary driving surfaces and temporarypedestrian access

Item 1

202.05 Maintenance of existing roads Item 1

203 - OCCUPATIONAL SAFETY AND HEALTH

203.01 Occupational safety and health including safety plansand safety audits

Item 1

204 - ENVIRONMENT

204.01 Protection, preservation and monitoring of Aboriginalsites

Item 1

204.02 Protection of flora and fauna Item 1

204.03 Fire prevention Item 1

204.04 Waste disposal Item 1

204.05 Dieback control Item 1



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General Items


204.06 Protection of public and property Item 1

204.07 Pre-construction property inspections No. 1

204.08 Dust control Item 1

To Summary



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Roadworks

SCHEDULE No. 2 - ROADWORKS



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Roadworks

Item Description Unit Qty Rate

SERIES 300 - EARTHWORKS

301 - CLEARING

301.01 Site clearing ha,m

302 - EARTHWORKS

TOPSOILINGTopsoil Removal

302.01 Topsoil removal, ? deep ha,m

302.02 Topsoil removal, ? deep, and disposal of to Contractor'sspoil area off-site

ha,m

Topsoil Spreading

302.03 Respread topsoil, ? thick ha,m

Topsoil Stockpiles

302.04 Batter protection to stockpiles using hydro-mulch ha,m

REMOVAL OF REDUNDANT ITEMS302.05 Removal of redundant pavement including seal m

302.06 Removal of redundant seal from existing pavement m

302.07 Ripping and rehabilitating redundant pavement m

302.08 Preparation of retained pavement to receive overlay m

302.09 Removal of redundant kerbs m

302.10 Marking out and cutting edge along junction between newpavement and existing pavement including trimmingexisting pavement layers as required to bond to newpavement

m

UNSUITABLE MATERIAL

302.11 Excavation and removal of unsuitable material m

302.12 Backfilling unsuitable material excavations with site

excavated material or imported materialm

EXCAVATION IN ROCK

302.13 Excavation and removal of rock m

EMBANKMENT CONSTRUCTION

302.14 Embankment foundation compaction m

302.15 Embankment foundation compaction in widenings m

302.16 Embankment construction using site excavated materialand imported material

m



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302.17 Embankment construction in widenings using siteexcavated material and borrow material

m

302.18 Embankment construction for noise bunds using siteexcavated material

m

SUBGRADE

302.19 Subgrade improvement ? thick using select borrowmaterial

m

302.20 Subgrade m

302.21 Subgrade in road widenings m

302.22 Subgrade to principal shared path m

303 - PITS AND QUARRIES

EMBANKMENT MATERIAL BORROW PITS303.01 Establishment of embankment material borrow pits Item 1

303.02 Reinstatement of embankment material borrow pits Item 1

EXISTING PAVEMENT MATERIAL BORROW PITS

303.03 Reinstatement of existing pavement material borrow pits Item 1

304 - REVEGETATION AND LANDSCAPING

304.01 Seed collection hr

304.02 Transplanting ? Plants No.

304.03 Herbicide treatment ha,m

304.04 Ground preparation ha,m

304.05 Erosion control netting type? ha,m

304.06 Imported topsoil, ? thick ha,m

304.07 Seed mixture type ? ha,m

304.08 Seed mixture type ? by hydro-seeding ha,m

304.09 Grass turf ha,m

304.10 Grass stolons planted at the rate of ?m of turf to cover?m of ground

ha,m

304.11 Grass seeding planted at the rate of ?m of seed to ?mof ground

ha,m

304.12 Plants type? No.

304.13 Mulch, ? thick, in plant beds ha,m



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304.14 Hydro-mulch, ? thick ha,m

304.15 Tree grates No.

304.16 Reinstate existing verges including landscaped areas,

irrigation, etc.

Item 1

304.17 Irrigation system installed complete including connectionto scheme water supply

Item 1

304.18 Establishment of vegetation wk

To Summary



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Roadworks


SERIES 400 - DRAINAGE

401- NOT USED

402 - SURFACE DRAINS AND LEVEES

SURFACE DRAINS AND LEVEES

402.01 Drain type ? m

402.02 Drain type ? and parallel levee m

402.03 Culvert outlet drain type ?, not exceeding ?m wide atbase

m

402.04 Levee, not exceeding ? high m

402.05 Extra over surface drains for excavation in rock m

402.06 Table drain block No.

402.07 Reinforced concrete check structure type ? No.

SPOON DRAINS

402.08 Spoon drain type ?, size ? x ? m

DRAINAGE BASINS

402.09 Drainage basin at Cha. ? (Approx. cut volume ? m) No.

403 - SUBSOIL DRAINS

403.01 ? Diameter slotted PVC pipe subsoil drain including filteraggregate, geotextile lining and drainage layer

m

403.02 Cleanout/flushout point to ? diameter pipe subsoil drainincluding concrete cover and removable cap

No.

404 - CULVERTS

CULVERTSReinforced Concrete Pipes Class ?

404.01 ? Diameter pipe culvert m

Corrugated Steel Pipes

404.02? Diameter pipe culvert

m

Reinforced Concrete Box Sections

404.03 ? x ? Box culvert m

All Culverts

404.04 Selected bedding material m

404.05 Extra over culverts for cement stabilised backfill m

404.06 Reinforced concrete base slab and shear keys m



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404.07 Reinforced concrete insitu end treatment m

404.08 Extra over culverts for excavation in rock m

404.09 Precast concrete end treatment to suit ? diameter pipe No.

Redundant Culverts

404.10 Removal of existing ? diameter pipe culvert andbackfilling excavations

m

404.11 Removal of existing ? diameter pipe culvert (Nobackfilling - culvert replaced)

m

404.12 Removal of existing ? x ? box culvert and backfillingexcavations

m

404.13 Removal of existing ? x ? box culvert (No backfilling -culvert replaced)

m

404.14 Extra over removal of existing ? diameter pipe culvert fordelivering salvageable pipes to Main Roads depot at ?

m

404.15 Removal of existing culvert end treatment (All sizes) No.

STORMWATER DRAINSReinforced Concrete Pipes Class ?

404.16 ? Diameter drain in trench, depth not exceeding 1.5m m

404.17 ? Diameter drain in trench, depth exceeding 1.5m but notexceeding 2.5m

m


m


m

All Stormwater Drains

404.20 Extra over stormwater drains for cement stabilised backfill m

404.21 Extra over stormwater drains for excavation in rock m

Redundant Stormwater Drains

404.22 Removal of existing ? diameter pipe drain and backfilling

excavations

m

404.23 Extra over removal of existing ? diameter pipe drain fordelivering salvageable pipes to Main Roads depot at ?

m

405 - DRAINAGE STRUCTURES

MANHOLES

405.01 Manhole type ? No.

GULLIES



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405.02 Gully type ? No.

405.03 Gully type ? with silt trap No.

CATCHPITS

405.04 Catchpit type ? No.

ALTERATIONS TO EXISTING DRAINAGE STRUCTURES405.05 Breaking into existing drainage structure and building-in ?

diameter pipeNo.

405.06 Breaking into existing drainage structure, building-in ?diameter pipe and alteration of structure and cover to suitnew finished level

No.

405.07 Alteration of structure and cover to suit new finished level No.

405.08 Replacement of existing non-trafficable cover withtrafficable cover type ? No.

REDUNDANT DRAINAGE STRUCTURES

405.09 Removal of existing drainage structure No.

406 - ROCK PROTECTION

406.01 ? Rock protection to embankments m

406.02 ? Grouted rock protection to embankments m

406.03 ? Limestone spalls m

406.04 Rock Mattresses m

406.05 Gabions m

406.06 Geotextile Lining m

407 - KERBING

407.01 Kerb type ? m

407.02 Temporary kerb type ? m

407.03 Kerb opening type ? No.

407.04 Extra over kerbs for pedestrian ramp type ? No.

407.05 Extra over kerbs for driveway kerb m

408 - REVETMENT MATTRESS

408.01 ? Thick revetment mattress m

408.02 Extra over ? revetment mattress for footing includingexcavation

m



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Roadworks


409- NOT USED

410 - LOW STRENGTH INFILL

REDUNDANT STORMWATER DRAINS410.01 Filling of existing redundant ? diameter pipe, box or duct

drains with low strength infillm

REDUNDANT DRAINAGE STRUCTURES

410.02 Filling of existing redundant ? drainage structure with lowstrength infill

No.

To Summary



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Roadworks


SERIES 500 - PAVEMENT & SURFACING

501 - PAVEMENTS

DRAINAGE LAYER

501.01 ? Geotextile lining laid over subgrade m

501.02 ?mm Thick sand drainage layer m

SUBBASE

501.03 ?mm Thick subbase m

501.04 ?mm Thick subbase in widenings m

501.05 Varying thickness subbase overlay m

501.06 Final trimming of varying thickness subbase overlay m

Material Supplied By Principal Free Of Charge From Stockpiles501.07 ?mm Thick gravel subbase m

501.08 ?mm Thick gravel subbase in widenings m

501.09 Varying thickness gravel subbase overlay m

501.10 Final trimming of varying thickness gravel subbaseoverlay

m

BASECOURSE

501.12 ?mm Thick basecourse m

501.13 ?mm Thick basecourse inwidenings

m

501.14 Varying thickness basecourseoverlay

m

501.15 Final trimming of varying thickness basecourse overlay m

Material Supplied By Principal Free Of Charge From Stockpiles501.16 ?mm Thick gravel basecourse m

501.17 ?mm thick gravel basecourse in widenings m

501.18 Varying thickness gravel basecourse overlay m

501.19 Final trimming of varying thickness gravel basecourseoverlay

m

PAVEMENT STABILISATION

501.20 Extra over gravel pavement for cement stabilisation, ?deep

m

501.21 Extra over gravel pavement in widenings for cementstabilisation, ? deep

m



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501.22 Extra over gravel pavement for lime stabilisation, ? deep m

501.23 Extra over gravel pavement in widenings for limestabilisation, ? deep

m

PRINCIPAL SHARED PATH

501.24 ?mm Thick basecourse m

Material Supplied By Principal Free Of Charge From Stockpiles501.25 ?mm Thick gravel basecourse m

502 - STONE MASTIC ASPHALT

ROADWORKS

502.01 Tack coat m

502.02 ?mm Thick stone mastic asphalt m

502.03 ?mm Thick stone mastic asphalt with Polymer ModifiedBinder (PMB)

m

502.04 Varying thickness stone mastic asphalt t

502.05 Varying thickness stone mastic asphalt with PMB t

503 - BITUMINOUS SURFACING

ROADWORKSPrime

503.01 Prime coat with BAR of ? litres/m m

Primerseal

503.02 First coat primerseal with BAR of ? litres/m and ?mmaggregate

m

503.03 Second coat primerseal with BAR of ? litres/m and ?mmaggregate

m

503.04 Single coat primerseal with BAR of ? litres/m and ?mmaggregate

m

Seal

503.05 First coat seal with BAR of ? litres/m and ?mmaggregate

m

503.06 Second coat seal with BAR of ? litres/m and ?mmaggregate

m

503.07 Single coat seal with BAR of ? litres/m and ?mmaggregate

m

Geotextile Reinforced Seal (GRS)

503.08 Single coat GRS with BAR of ? litres/m and ?mmaggregate

m



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503.09 First coat GRS with BAR of ? litres/m and ?mmaggregate

m

503.10 Second coat GRS with BAR of ? litres/m and ?mmaggregate

m

BRIDGEWORKSPrime


Seal

503.12 Single coat rubberised seal with BAR of ? litres/m and?mm aggregate

m

PRINCIPAL SHARED PATH


Primerseal

503.14 Single coat primerseal with BAR of ? litres/m and ?mmaggregate m

504 - ASPHALT SURFACING

ROADWORKS

504.01 Tack coat m

504.02 ?mm Thick dense graded asphalt m

504.03 ?mm Thick dense graded asphalt with PMB m

504.04 ?mm Thick dense graded coloured asphalt m

504.05 Varying thickness dense graded asphalt t

504.06 Varying thickness dense graded asphalt with PMB t

504.07 ?mm Thick open graded asphalt m

504.08 ?mm Thick open graded asphalt with PMB m

504.09 Varying thickness open graded asphalt t

504.10 Varying thickness open graded asphalt with PMB t

BRIDGEWORKS

504.11 Tack coat m

504.12 ?mm dense graded asphalt on bridge deck m

PRINCIPAL SHARED PATHS

504.13 Tack coat m

504.14 ?mm Thick dense graded coloured asphalt m



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505 - SEGMENTAL PAVING

PRINCIPAL SHARED PATHS

505.01 ?mm x ?mm Brick paving units on and including ?mmsand bedding

m

505.02 Tactile ground surface indicators m

MEDIANS AND TRAFFIC ISLANDS

505.03 ?mm x ?mm Brick paving units on and including ?mmsand bedding

m

505.04 Removal of existing concrete slab paving, storage andrelaying including ?mm sand bedding

m

508 - COLD PLANING

508.01 Cold planing of ?mm asphalt m

509 - POLYMER MODIFIED BITUMINOUS SURFACING

ROADWORKSSeal

509.01 Single coat PMB seal with BAR of ? litres/m and ?mmaggregate

m

To Summary

SERIES 600 - TRAFFIC FACILITIES

601 - SIGNS

SINGLE POST SIGNS

601.01 Traffic sign ? (Stop) No.601.02 Not used

DOUBLE POST SIGNS

601.03 Traffic sign ? (Hazard board) No.

MAJOR SIGNS

601.04 Major sign ?, size ?m x ?m No.

REMOVAL OF EXISTING SIGNS

601.05 Single post sign No.

601.06 Double post sign No.

601.07 Major sign No.

RELOCATION OF EXISTING SIGNS

601.08 Single post sign No.

601.09 Double post sign No.



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601.10 Major sign No.

REPLACEMENT OF EXISTING SIGN COMPONENTS

601.11 Post type ? No.

601.12 Sign panel type ? No.

602 - GUIDE POSTS

602.01 Guide post No.

602.02 Guide post with footing cast into concrete edge wall No.

602.03 Guide post (supplied by Principal free of charge fromMain Roads depot at ?)

No.

602.04 Removal of existing guide post No.

602.05 Relocation of existing guide post No.

603 - ROAD SAFETY BARRIER SYSTEMS

BARRIER

603.01 Galvanised W-Beam barrier m

603.02 Galvanised Thriebeam barrier m

603.03 Galvanised Thriebeam/W-Beam transition No.

603.04 Galvanised modified eccentric loader terminal (MELT) No.

WIRE ROPE ROAD SAFETY BARRIER SYSTEM

603.05 Wire rope road safety barrier system complete m

603.06 Anchor block to wire rope road safety barrier No.

REDUNDANT ROAD SAFETY BARRIER SYSTEM603.07 Removal of redundant W-Beam guardrail m

INSITU CONCRETE BARRIER

603.08 Cast insitu concrete barrier complete m

603.09 Transition treatment between instu concrete barrier and

W-Beam barrierNo.

603.10 Insitu concrete end treatment No.

604 - PAVEMENT MARKING

ROAD PAVEMENT MARKINGS

604.01 Line type ? m

604.02 Gore/Diagonal marking type ? m

604.03 ? Turn arrow No.

604.04 Removal of redundant road pavement markings m



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RAISED PAVEMENT MARKERS

604.05 Raised pavement marker type ? No.

604.06 Temporary raised pavement markers No.

604.07 Removal of redundant raised pavement marker No.

605 - GRAB RAILS AND BOLLARDS

GRAB RAILS

605.01 ? Wide x ? diameter pipe grab rail type ? No.

605.02 Removal of redundant grab rail No.

605.03 Relocation of existing grab rail No.

BOLLARDS

605.04 ? Diameter bollard type ? No.

605.05 Removal of redundant bollard No.

605.06 Relocation of existing bollard No.

To Summary



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Roadworks


SERIES 700 - ELECTRICAL & LIGHTING

701 - ROADWAY LIGHTING

LIGHTING POLES

701.01 Concrete base for single outreach arm pole No.

701.02 Galvanised steel light pole (Type ?) ?m high overallcomplete with ?m outreach arm

No.

701.03 Roadway lighting luminaire fixed to lighting pole outreacharm

No.

SWITCHBOARDS

701.04 Switchboard No. ? No.

CONDUITS AND CABLING

Conduits701.05 ? Diameter heavy duty PVC conduit in trench m

701.06 Extra over conduit in trench for excavation in rock m

701.07 Extra over conduit in trench for directional drilling underexisting roadway

m

701.08 Cable pit type ? No.

Cabling

701.09 ? Core ?mm diameter cabling between Switchboard No.? and lighting poles

m

701.10 ? Core ?mm diameter cabling between circuit cabling andluminaire

m

701.11 Connection to consumer mains Item 1

702 - EMERGENCY ROADSIDE TELEPHONES

702.01 Emergency roadside telephone No.

702.02 ? Thick concrete paving surround Item 1

704 - CABLE CONDUITS FOR INTELLIGENT TRANSPORT SYSTEMS

704.01 ?mm Diameter heavy duty PVC conduit in trench m

704.02 Extra over conduit in trench for excavation in rock m


m

704.04 Lockable cable pit type ? No.

712 - TRAFFIC SIGNALS



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? STREET INTERSECTION

712.01 Traffic signal controller No.

712.02 Traffic signal poles No.

712.03 Traffic signal aspects No.

712.04 Traffic signal detection loop No.

712.05 Pedestrian push button No.

712.06 Advanced flashing warning signal mounted on doublepoles

No.

712.07 Red light infringement camera and housing No.

712.08 Red light infringement camera pole No.

712.09 Traffic signal cable pit type ? No.

712.10 ? Diameter heavy duty PVC conduit in trench m


m

712.12 ? Core ?mm diameter cabling between traffic controllerand traffic signals, (pedestrian push buttons, red lightinfringement camera and advanced flashing warningsignal> as required


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Roadworks


SERIES 900 - MISCELLANEOUS

901 - CONCRETE - GENERAL WORKS

901.01 ?mm Thick concrete footpath m

903 - FENCING

Chainlink Fencing

903.01 ? High chainlink non-railed tension wire fence (Type ?) m

903.02 ? Wide x ? high single chainlink gate No.

Agricultural Fencing

903.03 ? High agricultural fence (Type ?) m

Relocation Of Existing Fencing

903.04 Relocation of existing ? high chainlink fencing m

903.05 Relocation of existing ? wide x ? high chainlink gate No.

Removal Of Redundant Fencing

903.06 Removal of redundant ? high chainlink fencing includinggates

m

904 - NOISE WALLS

904.01 Reinforced concrete footings including excavation,formwork and reinforcement

m

904.02? Brickwork in noise wall type ?

m

904.03 Extra over brickwork in noise wall for ? x ? pier (In ? No.piers)

m

904.04 ? x ? capping to pier No.

906 - STOCK GRIDS

906.01 Stock grid type ?, size ?m x ?m No.

906.02 Removal of redundant stock grid type ?, size ?m x ?m No.

907 - LITTER BINS

907.01 Litter bin No.

907.02 Relocation of existing litter bin No.

907.03 Removal of redundant litter bin No.

908 - ANTI-GRAFFITI

908.01 Anti-graffiti coating to brick noise wall m



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To Summary



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Provisional Sums

SCHEDULE No. 3 - PROVISIONAL SUMS



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Provisional Sums


PROVISIONAL SUMS

SUPERINTENDENT'S TELEPHONE AND FACSIMILE CALLS

PS.01 Allow the Provisional Sum of $? (? Thousand

Dollars) for the cost of metered telephone andfacsimile calls of the Superintendent

P.S.

EARTHWORKS

PS.02 Allow the Provisional Sum of $? (? ThousandDollars) for the removal and replacement ofunsuitable material

P.S.

PS.03 Allow the Provisional Sum of $? (? ThousandDollars) for the excavation of rock

P.S.

PS.04 Allow the Provisional Sum of $? (? Thousand

Dollars) for landscaping

P.S.

DRAINAGE

PS.05 Allow the Provisional Sum of $? (? ThousandDollars) for the removal and replacement ofunsuitable insitu bedding material

P.S.

PAVEMENTS AND SURFACING

PS.06 Allow the Provisional Sum of $? (? ThousandDollars) for backrolling of sealed sections of

P.S.

MISCELLANEOUS

PS.07 Allow the Provisional Sum of $? (? ThousandDollars) for fencing

P.S.

BRIDGEWORKS

PS.08 Allow the Provisional Sum of $? (? ThousandDollars) for pile set-up tests

P.S.

PS.09 Allow the Provisional Sum of $? (? ThousandDollars) for load testing of falsework

P.S.

SERVICES

PS.10 Allow the Provisional Sum of $? (? ThousandDollars) for the relocation of existing ?? Mains

P.S.

To Summary



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Daywork

SCHEDULE No. 4 - DAYWORK



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Daywork


DAYWORK

LABOUR

DW.01 Allow the Provisional Sum of $? (? Thousand

Dollars) for labour of the Contractor only expendedon persons employed on daywork

P.S.

DW.02 Labour on-costs %

MATERIALS

DW.03 Allow the Provisional Sum of $? (? ThousandDollars) for the net cost of delivered materials of the

Contractor only expended on daywork includingdelivery to site

P.S.

DW.04 Materials on-costs %

PLANT

DW.05 Allow the Provisional Sum of $? (? ThousandDollars) for the cost of plant of the Contractor onlyexpended on daywork

P.S.

DW.06 Subcontractors on-costs %

SUBCONTRACTORS

DW.07 Allow the Provisional Sum of $? (? ThousandDollars) for the cost of labour, materials and plant ofSubcontractors expended on daywork

P.S.

DW.08 Subcontractors on-costs %

To Summary



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Bridge

BILL No. 1 - BRIDGE ? OVER ?



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SERIES 800 - BRIDGES AND MAJOR STRUCTURES

801 - EXCAVATION AND BACKFILL FOR STRUCTURES

STRUCTURAL EXCAVATION

Abutments And Approach Slabs

801.01 Abutment footing excavation not exceeding ? m deepcommencing at existing ground level

m3

801.02 Extra over abutment footing excavation forexcavation in rock

m3

Piers

801.03 Pier footing excavation not exceeding ? m deep

commencing at existing ground levelm3

801.04 Extra over pier footing excavation for excavation inrock

m3

Retaining Walls

801.05 Retaining wall footing excavation not exceeding ? mdeep commencing at existing ground level

m3

801.06 Extra over retaining wall footing excavation forexcavation in rock

m3

EMBANKMENT CONSTRUCTION

801.07 Embankment construction behind abutment usingselect material

m3

801.08 Extra over selected embankment fill for compactionin zone of special compaction

m3

801.09 Preparation, levelling and trimming embankmentconstruction to receive wingwall footing

m2

802 - MECHANICALLY STABILISED EARTH WALLS

802.01 Mechanically stabilised earth wall to abutment Item 1

803 - DISMANTLING AND DEMOLITION

803.01 Demolition of existing Bridge No. ? m2

803.02 Removal of redundant reinforced concrete deck

overlay

m2

803.03 Removal of redundant timber traffic barrier m

808 - INCREMENTAL LAUNCHING

808.01 Casting bay and temporary supports Item 1

808.02 Launching girder Item 1

808.03 Launching system Item 1



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808.04 Launching of deck segment No.

810 - DRIVEN STEEL PILES

810.01 Mobilisation and demobilisation of piling plant Item 1

810.02 ?UC? Steel pile (In ? No. piles) t

810.03 ?UC? Steel pile extension (Provisional Quantity) t

810.04 Extra over ?UC? steel piles and ?UC? steel pileextensions for galvanising (Provisional Quantity)

t

810.05 Preparation, handling and pitching of ?UC? steel pile No.

810.06 Driving of ?UC? steel pile (Provisional Quantity) m

810.07 Site welded splice to ?UC? steel pile (ProvisionalQuantity) No.

810.08 Re-driving of ?UC? steel pile (Provisional Quantity) m

810.09 Cutting off top of ?UC? steel pile and preparing headfor bonding into structure

No.

811 - DRIVEN CONCRETE PILES

811.01 Mobilisation and demobilisation of piling plant Item 1

811.02 ? x ? Concrete pile, ?m long No.

811.03 Preparation, handling and pitching of ? x ? concretepile

No.

811.04 Driving of ? x ? concrete pile m

811.05 ? x ? Concrete pile extension m

811.06 Re-driving of ? x ? concrete pile m

811.07 Cutting off top of ? x ? concrete pile and preparinghead for bonding into structure

No.

819 - FALSEWORK

819.01 Provision and erection of falsework Item 1

819.02 Maintenance of falsework Item 1

819.03 Removal of falsework Item 1

820 - CONCRETE FOR STRUCTURES

ABUTMENTS AND APPROACH SLABSPlain Insitu Concrete Class ?

820.01 ? Blinding layer under abutment footing (In ? m2) m3



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820.02 ? Blinding layer under abutment capbeam andwingwalls (In ? m2)

m3

820.03 ? Blinding layer under wingwall (In ? m2) m3

820.04 ? Blinding layer under approach slab (In ? m2) m3

820.05 ? Blinding layer under dual use path (In ? m2) m3

Reinforced Insitu Concrete Class ?

820.06 Abutment footing m3

820.07 Abutment wall and wingwalls m3

820.08 Abutment column m3

820.09 Abutment capbeam and wingwalls m3

820.10 Wingwall m3

820.11 Approach slab m3

820.12 Dual use path m3

PIERSPlain Insitu Concrete Class ?

820.13 ? Blinding layer under pier footing (In ? m2) m3


820.14 Pier footing m3

820.15 Pier m3

820.16 Pier column m3

820.17 Pier capbeam m3

RETAINING WALLSPlain Insitu Concrete Class ?

820.18 ? Blinding layer under retaining wall footing (In ? m2) m3


820.19 Retaining wall footing m3

820.20 Retaining wall m3

DECKReinforced Insitu Concrete Class ?

820.21 Deck slab, diaphragms and beams m3

820.22 Dual use path m3

Post-tensioned Prestressed Insitu Concrete Class ?820.23 Deck slab, diaphragms and beams m3

821 - FORMWORK



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ABUTMENTS AND APPROACH SLABSFormwork Class ?

821.01 Sides of abutment footing m2

821.02 Sides of abutment wall and wingwalls m2

821.03 Sides of abutment wall and wingwalls, curved on m2

821.04 Sides of abutment column, curved on plan m2

821.05 Sides of abutment capbeam and wingwalls m2

821.06 Sides of wingwall m2

821.07 Sides of wingwall, curved on plan m2

821.08 Sides of approach slab m2

821.09 Sides of dual use path m2

PIERSFormwork Class ?

821.10 Sides of pier footing m2

821.11 Sides of pier m2

821.12 Sides of pier, curved on plan m2

821.13 Sides of pier column, curved on plan m2

821.14 Sides and soffit of pier capbeam m2

RETAINING WALLSFormwork Class ?

821.15 Sides of retaining wall footing m2

821.16 Sides and ends of retaining wall m2

821.17 Sides of retaining wall, curved on plan m2

DECKFormwork Class ?

821.18 Sides of diaphragm m2

821.19 Soffit of deck slab m2

821.20 Sides of deck slab and upstand m2

821.21 Sides and soffit of diaphragm m2

821.22 Sides of kerb/edge beam m2

821.23 Sloping soffit of diaphragm m2

821.24 Sides of dual use path m2



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Permanent Steel Formwork

821.25 ? Bondek to soffit of deck slab m2

Permanent Void Formwork

821.26 ? Diameter x ? thick helical lock seam corrugated

galvanised steel pipe void former (In ? No.)

m

822 - STEEL REINFORCEMENT

ABUTMENTS AND APPROACH SLABSReinforcing Bars

822.01 Bars less than 16 diameter in abutment footing t

822.02 Bars less than 16 diameter in abutment wall andwingwalls

t

822.03 Bars less than 16 diameter in abutment column t

822.04 Bars less than 16 diameter in abutment capbeamand wingwalls t

822.05 Bars less than 16 diameter in wingwall t

822.06 Bars less than 16 diameter in approach slab t

822.07 Bars less than 16 diameter in dual use path t

822.08 Bars 16 - 36 diameter in abutment footing t

822.09 Bars 16 - 36 diameter in abutment wall and wingwalls t

822.10 Bars 16 - 36 diameter in abutment column t

822.11 Bars 16 - 36 diameter in abutment capbeam andwingwalls

t

822.12 Bars 16 - 36 diameter in wingwall t

822.13 Bars 16 - 36 diameter in approach slab t

822.14 Bars 16 - 36 diameter in dual use path t

Reinforcing Fabric

822.15 ? Fabric in approach slab m2

822.16 ? Fabric in dual use path m2

PIERSReinforcing Bars

822.17 Bars less than 16 diameter in pier footing t

822.18 Bars less than 16 diameter in pier t

822.19 Bars less than 16 diameter in pier column t

822.20 Bars less than 16 diameter in pier capbeam t



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822.21 Bars 16 - 36 diameter in pier footing t

822.22 Bars 16 - 36 diameter in pier t

822.23 Bars 16 - 36 diameter in pier column t

822.24 Bars 16 - 36 diameter in pier capbeam t

Reinforcing Wire

822.25 Wire less than 16 diameter in pier column t

Reinforcing Fabric

822.26 ? Fabric in pier capbeam m2

RETAINING WALLSReinforcing Bars

822.27 Bars less than 16 diameter in retaining wall footing t

822.28 Bars less than 16 diameter in retaining wall t

822.29 Bars 16 - 36 diameter in retaining wall footing t

822.30 Bars 16 - 36 diameter in retaining wall t

Reinforcing Fabric

822.31 ? Fabric in retaining wall m2

DECKReinforcing Bars

822.32 Bars less than 16 diameter in deck slab, diaphragmsand beams

t

822.33 Bars less than 16 diameter in dual use path t

822.34 Bars 16 - 36 diameter in deck slab, diaphragms andbeams

t

822.35 Bars 16 - 36 diameter in dual use path t

822.36 ?mm Diameter mechanical splice No.

Reinforcing Fabric

822.37 ? Fabric in deck slab, diaphragms and beams m2

822.38 ? Fabric in dual use path m2

824 - PRESTRESSING OF CONCRETE

DECK

824.01 Stressing anchorage type ? No.

824.02 Dead end anchorage type ? No.

824.03 Coupler type ? No.



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824.04 Prestressing tendon comprising ? No. ? diameterwires in ? diameter tendon sheathing duct (In ? No.tendons)

m

824.05 Stressing of ? No. x ? diameter wire tendon and

grouting of ? diameter tendon sheathing duct

No.

825 - SANDBLASTED CONCRETE FINISH

ABUTMENTS AND APPROACH SLABS

825.01 Sandblasted finish to exposed surfaces of abutmentwall and wingwalls

m2

PIERS

825.02 Sandblasted finish to exposed surfaces of pier m2

RETAINING WALLS

825.03 Sandblasted finish to exposed surfaces of retaining

wall

m2

828 - PRECAST CONCRETE MEMBERS

Precast Prestressed Concrete "I" Beams

828.01 ?m Long "I" beam No.

Precast Prestressed Concrete Plank Beams

828.02 ? x ? Plank beam, ?m long No.

829.01 Parapet panel type ?, ? long No.

830 - STRUCTURAL STEELWORK

830.01 ?WB? Deck beam (In ? No. beams) t

830.02 ?UC? Deck bracing (In ? No. braces) t

830.03 ? x ? x ? Beam base plate No.

831 - MINOR STEEL ITEMS

831.01 Galvanised ? x ? x ? plate fixed to abutment wall withchemical anchors

No.

831.02 Galvanised pier shear key No.

603 - SAFETY BARRIER SYSTEMS FORSTRUCTURES

BARRIER

603.01 3 rail RHS traffic barrier system for structure m

603.02 Galvanised Thriebeam barrier system m

603.03 Galvanised W-Beam barrier system m

603.04 Galvanised Thriebeam/W-Beam barrier systemtransition

No.



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603.05 Galvanised modified eccentric loader terminal No.

833 - BALUSTRADES AND HANDRAILS

BALUSTRADES833.01 Galvanised and painted balustrade (complete

system)m

833.02 Extra over balustrade for light pole base all asDrawing ? including conduit connection to junctionbox, and casting in edge plate and tie-inreinforcement to deck slab

No.

835 - PROTECTIVE TREATMENT OF STEELWORK

835.01 Extra over ?WB? deck beam for galvanising t

835.02 Extra over ?UB? bracing for galvanising t

835.03 ? Coat chlorinated rubber paint to deck beam m2

850 - TIMBER BRIDGES

850.01 Preparation of timber decking to receive concreteoverlay

m2

850.02 Routine maintenance of outside timber stringer (In ?No. stringers)

m

850.03 Replacement of timber stringer with ?UB? Stringer(In. ? No. stringers)

m

850.04 Stringer or corbel bolting No.

850.05 Anti-fungal groundline treatment of timber pile No.

850.06 Pile repair type ? to abutment pile No.

850.07 Pile band to variable diameter timber pile No.

850.08 Bolt tightening to ? No.

850.09 End grain sealing to ? Item 1

850.10 Vegetaion and debris clearance below bridge Item 1

860 - BRIDGE BEARINGS

BRIDGE BEARINGS

860.01 ? Diameter x ? elastomeric laminated rubber bearingincluding galvanised ? O.D. x ? CHS socket cast intoconcrete, ? diameter galvanised dowel ? long, drypack mortars, forming horizontal recess, etc.

No.



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860.02 ? x ? Rubber bearing pad including ? diametergalvanised dowel cast into concrete

No.

APPROACH SLAB BEARINGS

860.03 Approach slab bearing comprising ? x ? x ?

polyethylene sheet (HDPE), ? x ? x ? rubber bearingpad, galvanised dowel cap cast into approach slaband ? diameter galvanised dowel ? long cast intodeck slab all as Drawing ?

No.

870 - COMPRESSION JOINT SEAL

870.01 ? Compression seal including galvanised expansionjoint edging with anchor straps cast into concrete andgalvanised cover plates all as Drawing ? (In ? No.expansion joints)

m

875 - WATERPROOF MEMBRANE


875.01 Bituthene ? waterproof membrane (? wide) appliedbehind contraction joint in abutment wall

m2

DECK

875.02 Bituthene ? waterproof membrane laid on deck slabunder dual use path and median

m2

908 - ANTI-GRAFFITI - BRIDGES/MAJOR

STRUCTURES


908.01 Anti-graffiti coating to exposed surfaces of abutment

wall and wingwalls

m2

PIERS

908.02 Anti-graffiti coating to exposed surfaces of pier m2

RETAINING WALLS- BRIDGES

908.03 Anti-graffiti coating to exposed surfaces of retainingwall

m2

407 - KERBING

407.01 ? x ? Overall precast concrete kerb laid on deck slabincluding mortar bed and all necessary insitu infill

m

MISCELLANEOUS

ABUTMENTS AND APPROACH SLABSExpansion Joints

M.01 Expansion joint between ? approach slab andabutment wingwalls including treating wingwall facewith bond breaker, forming ? x ? groove at top andsealing with approved sealant as Drawing ?

m



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M.02 ? x ? Polystyrene foam between approach slabblinding layer and abutment as Drawing ?

m

Contraction Joints

M.03 Contraction joint in ? approach slab comprising ?

plywood ? wide set vertically and ? deep groove attop surface sealed with approved sealant as Drawing

m

M.04 ? Diameter Class ? PVC pipe set vertically inabutment wall and tied to reinforcement behinddummy joint including end caps (In ? No.)

m

Waterstops

M.05 ? Waterstop cast into concrete m

RETAINING WALLSExpansion Joints

M.06 Expansion joint comprising ? bitumen impregnated

fibreboard joint filler ? wide with ? x ? sealant and ?centre type waterstop cast into concrete, ? diametergalvanised dowels ? long with PVC caps andbituminous paint cast into concrete at ? centres andforming groove in front face all as Drawing ?

m

To Summary



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Further Examples

FURTHER EXAMPLES



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Further Examples


SERIES 300 - EARTHWORKS

304 - REVEGETATION AND LANDSCAPING

304.01 Notwithstanding Main Roads Standard Method of

Measurement for Construction Works Clause304.2.4, establishment of landscaping shall bemeasured as an Item.

Note

304.02 Ground preparation m2

304.03 Imported topsoil, ? thick m2

304.04 Mulch, ? thick, in plant beds m2

304.05 Grass stolons planted at the rate of ?m2 of turf tocover ?m2 of ground

m2

304.06 Establishment of landscaping Item 1

To Summary

Note Refer also to SMM Example Contract Speci f ic

Preamblesfor alternative method where items

not currently measured in SMM need to be

included

Example of a "Contract Specific

Preamble"inserted in the relevant

schedule/bill in accordance with the

"Principles For Preparing Schedules Of

Rates And Bills Of Quantities" Clause 1.5



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Author's Notes

Where additional items are added to Schedule 2 - Roadworks, the Cont

should be checked, and when necessary manually corrected.

If the "Bridge" Bill(s) is/are not required, delete the sheet and the entri

and Summary pages. If extra Bridge Bills are required, copy the Bridge

edit/amend both the Contents and the Summary page to suit.

ALL items in the Schedule of Rates/Bill of Quantities that have, 'Item'

measurement shall have the quantity of '1'entered in the Quantity colu

encourage tenderers to provide an individual rate or price for each item

the requirements of the Preambles To The Schedule of Rates And Bills

Clause 9.12 of the Conditions Of Tendering.

Correct the Contract number shown in ALL the footers :

Press the CTRL & i keys together, and follow the prompts.

With correct use of this document, ALL totals should automatically be

Section Total and Summary. However, Authors should still check that

happened.

This document must be completed by a Qualified Quantity Surveyor ex

Roads WA Major Works Contracts. Main Roads' Quantity Surveyor ca

to ensure accuracy and completeness of these Schedules of Rates and/o

Quantities and compliance with Main RoadsStandard Method Of Me

Construction Works.

The Project Description lines only need to be entered on the Contents P

information entered there will automatically appear on the Summary Pa

AUTHOR's NOTES

Delete these notes fr om (or Do Not Prin t with) fi nal tende

This Document must be measured and compiled in accordance with M

Standard Method Of Measurement For Construction Worksand in

Preambles To The Schedule of Rates And Bills Of Quantities andwContract Specific Preambles.



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Author's Notes

Documents

SMM Example Schedule of Rates - Bill of Quantities 10July2012.u_3842828r_1n_D12^23210355