DO_096_s2016 Standard Pay Items

7/26/2019 DO_096_s2016 Standard Pay Items

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Republic of the Philippines

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

OFFICE OF THE SECRETARY1 .7 M A Y 2 0 1 i' Manila

t9?7. /,3 At# lA J " '"

dlt'" _ / P_U;1"

DEPARTMENT ORDER )

)

)

)96NO. _Series of 201~ ll't'.II./~

SUBJECT: Standardized Pay Items of Works for

Civil Works Construction for

Infrastructure Projects.

To ensure uniformity in the application/adoption of the Pay Items of Work involved in the

preparation of the Design Plans and Quantities, Programs of Works (POW) and Approved

Budget for the Contract (ABC) for Infrastructure Projects nationwide, a Standard Pay Item

List is hereby prescribed (Annex "A") for various work pay items based on the DPWHStandard Specifications for Highways, Bridges and Airports (Volume II) and Buildings &

Flood Control (Volume III), to include pay items subscript based on different

dimensions/sizes, classifications, types and unit of measures for an item. This Standard Pay

Item List incorporates some pay items not yet included in the Blue Book but are deemed

necessary in the actual project implementation.

Henceforth, all implementing offices of the Department are hereby directed to adopt strictly

the Standardized Pay Items of Work in the preparation of the Design Plans and Quantities


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Department of Public Works and Highways

STANDARDIZED PAY ITEMS OF WORKFOR CONSTRUCTION OF

INFRASTRUCTURE PROJECTS(Department Order No. 96, Series of 2016)

May 2016


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BLUE BOOK

VOL. II

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PART A - FACILITIES FOR THE ENGINEER

Pa y I te m S uf fi xDescription I

Valid Values IUnit Of Measure

(Number) (Subscri I Th ic kn es s/Si zes Cl as s I others IA.l.l Offi ces and Labo rato rv for the Enain eer

A.1.! (!) Construction of Combined Field Office, Laboratory and Living Quarters

Lump SumBuildino for the Enoineer

A.1.! (2) Construction of Combined Field Office and Laboratory Building for the

Lump SumEnoineer

A.1.! 3 Construction of Field Office for the Enoineer Lump Sum

A.1.! 4 Construction of Field Laboratorv for the Enoineer Lump Sum

A.1.! 5 Construction of Livina Ouarters for the Enaineer Lump Sum

A.1.! (6) Provision of Combined Field Office, Laboratory and Living Quarters Building

Monthfor the Enoineer (Rental Basis)

A.1.! (7) Provision of Combined Field Office and Laboratory Building for the Engineer

MonthRental Basis)

A.1.! (S Provison of Field Office for the Enqineer (Rental Basis) Month

A.1.! (9 Provison of Laboratorv for the Enoineer (Rental Basis) Month

A.1.!f!O Provison of Livina Ouarters for the Enaineer (Rental Basis) Month

A.1.! (11) Provision of FurnituresfFixtures, Equipment & Appliances for the Field Office

Lump Sumfor the Enoineer

A.1.! (!2) Provision of FurnituresfFixtures, Equipment &Appliances for Laboratory

Lump SumBuildino for the Enoineer

A.1.! (13)

Provision of FurnituresfFixtures & Appliances for the Living Quarters for the

Lump SumEnoineer

A.1.! (14) Provision of Laboratory Testing Equipment, Apparatus and Publications for the

Lump SumEnaineer

A.1.! (!5) Operation & Maintenance of Temporary Field Office, Laboratory and Living

MonthIOuarters Buildina for the Enoineer

A.1.! !6 Ooeration & Maintenance of Field Office for the Enaineer MonthA.1.! !7 Ooeration & Maintenance of Laboratorv Buildina for the Enoineer MonthA.1.! !8 Ooeration & Maintenance of Livina Ouarters for the Enaineer Month

A.l.2 Vehic les for the Enain eer

A.1.iCIT Provision of 4x4 Pick UOTvoe Service Vehicle for the Enaineer Each

A.1.2 (2) Provision of 4x4 Pick Up Type Service Vehicle for the Engineer on Bare Rental

MonthBasis

A.1.2 (3) Provision of 4x2 Pick UOType Service Vehicle for the Enoineer Each

A.1.2 (4) Provision of 4x2 Pick Up Type Service Vehicle for the Engineer on Bare Rental MonthBasis

A.1.2 (5) Operation and Maintenance of 4x4 Pick Up Type Service Vehicle for the

MonthEnaineer

A.1.2 (6) Operation and Maintenance of 4x2 Pick Up Type Service Vehicle for the

MonthEnaineer

A.1.2 (7) Provision of 4x4 Van Tvoe Service Vehicle (12-seater) EachA.1.irs) Provision of 4x4 Van Tvoe Service Vehicle on Rental Basis (!2 Seater) Month

A.1.2 (9) Operation and Maintenance of 4x4 Van Type Service Vehicle (!2-seater) Month

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A.1.3 Ass is tanc e to the Engi neer

A.1.3 (1) Provision of Field Office Staff for the Assistance to the Enaineer Month

A.1.3 (2) Provision of Survev Eauioment for the Assistance to the Enaineer Lump Sum

A.1.3 (3) Provision of Survev Personnel for the Assistance to the Enaineer Month

A.1.3 (4) Provision of Laboratorv Personnel for the Assistance to the Enaineer Month

A.1.4 Phot ogr aphs

A.1.4 (1) IProvision of Proaress Photoaraohs T I MonthA.1.5 Comm uni cati on Facil ity

A.1.5 (1) IProvision of Communication Facilitv for the Enaineer I I Each

A.1.5 (2) IOoeration and Maintenance of Communication Facilitv for the Enaineer I Each

PART B - OTHER GENERAL REQUIREMENTS

Pay Item SuffixDescription

Valid ValuesUnit Of Measure

(Number) (Subscri Thickness/Sizes Class Others

B.1 Offices. Shoos Stores and Workmens Accomodation for Contractor Lumo sum

B.2 Medical Room and First Aid Facilities Lumo sum

B.3

B.4 ( 1) Construction survev and stakina Kilometer

B .4 2 SloDe. reference. and c1earina and arubbina stakes Kilometer

B. 4 3 Centerline reestablishment Kilometer

B.4 4 Culvert survev and stakina Each

B.4 5) Bridae survev and stakina Lumo sumB. 4 6 Retainina wall survev and stakina Lump sum

B.4 7 Grade finishina stakes Kilometer

B .4 8 Permanent monuments and markers Each

B .4 9 Miscellaneous survey and stakina Hour

B.4 ( 10) Miscellaneous survev and stakina Lumo sum

B.5 Proiect Billboard / SiQnboard Each

B.6 Installation of ODA Recoanition Plate Lumo sum

B.7 Occupational Safetv and Health Proaram Month

B.8 Traffic Manaaement Month

B.9 Mobilization / Demobilization Lump sum

B.10 Davworks PS

B.11 Provisional Sum PS

B.12 Removal and Relocation of Utilities Lumo sum

B.13 Additional Geotechnical Investiaation Lumo sum

B.14 Environmental ManaQement and Monitorina Month

B.15 (1) Detour/Access Road Lumo sum

B.15 (2) Detour/Access Road Linear Meter

B.16 Recoanition Plate/Proiect Marker Each

B.17 Temporary DiverSion ot waterway Lumo Sum

B.18(1) Craneway - Lump Sum

B.18(2) ~raneway Linear Meter

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PART C - EARTHWORKITEM 100 - CLEARING AND GRUBBING


Valid ValuesUnit Of Measure(Numberl (Subscri Th ic kn es s/Si zes Cl as s Others

1 00 1 ClearinQ and GrubbinQ Hectare1 00 2 Clearina and GrubbinQ Lumo Sum

1 00 3 a Individual Removal of Trees 150-300 mm dia. Small Each1 00 3 b Individual Removal of Trees 301-500 mm dia. Small Each1 00 3 c Individual Removal of Trees 501-750 mm dia. Small Each1 00 3 d Individual Removal of Trees 751-900 mm dia. Small Each100 4 Individual Removal of Trees above 900mm dia. Large Each

ITEM 101- REMOVAL OF STRUCTURES AND OBSTRUCTIONS


Valid ValuesUnit Of Measure(Number) (Subscri Thickness/Sizes Class Others

1 01 1 Removal of Structures and Obstruction Lumo Sum1 01 2 Removal of Actual Structures Obstruction Each1 01 3 a1 Removal of Actual Structures Obstruction 0.15 m thick PCCP Reinforced Sauare Meter1 01 3 a2 Removal of Actual Structures Obstruction 0.20 m thick PCCP Reinforced Sauare Meter1 01 3 a3 Removal of Actual Structures Obstruction 0.23 m thick PCCP Reinforced ;ouare Meter 1 01 3 a4 Removal of Actual Structures Obstruction 0.25 m thick PCCP Reinforced iauare Meter 1 01 3 a5 Removal of Actual Structures Obstruction 0.28 m thick PCCP Reinfor ced iauare Meter 1 01 3 a6 Removal of Actual Structures Obstruction 0.30 m thick PCCP Reinforced Sauare Meter101 3 a7 Removal of Actual Structures Obstruction 0.33 m thick PCCP Reinforced Square Meter 1 01 3 a8 Removal of Actual Structures Obstruction 0.35 m thick PCCP Reinforced Sauare Meter1 01 3 b1 Removal of Actual Structures Obstruction 0.15 m thick P CC P U nr ei nf or ce d S qu ar e M ete r 1 01 3 b2 Removal of Actual Structures Obstruction 0.20 m thick P CC P U nr ein fo rc ed S au ar e M ete r 1 01 3 b3 Removal of Actual Structures Obstruction 0.23 m thick PCCP Unreinforced Sauare Meter1 01 3 b4 Removal of Actual Structures Obstruction 0.25 m thick PCCP Unreinforced ' quare Meter 1 01 3 b5 Removal of Actual Structures Obstruction 0.28 m thick PCCP Unreinforced quare Meter 1 01 3 b6 Removal of Actual Structures Obstruction 0.30 m thick PCCP Un rei nforced iauare Meter 1 01 3 b7 Removal of Actual Structures Obstruction 0.33 m thick PCCP Unreinforced iauare Meter 1 01 3 b8 Removal of Actual Structures Obstruction 0.35 m thick P CC P U nr ein fo rc ed ; ou ar e M ete r

1 01 3 c1 Removal of Actual Structures Obstruction 0.05 m thick ACP Square Meter 1 01 3 c2 Removal of Actual Structures Obstruction 0.10 m thick ACP Square Meter101 3. d Removal of Actual Structures Obstruction 0.10 m thick Sidewalk Sauare Meter10 1 3 e Removal of Actual Structures Obstruction . 0.10 m thick Guardrails Sauare Meter10 1 3 f Removal of Actual Structures Obstruction 0.10 m thick Guardrail Posts Sauare Meter10 1 3 q Removal of Actual Structures Obstruction 0.10 m thick Road SiQns Square Meter 101 4 a Removal of Actual Structures Obstruction 610 mm dia. RCPC Linear Meter 101 4 b Removal of Actual Structures Obstruction 760 mm dia. RCPC Linear Meter 101 4 c Removal of Actual Structures Obstruction 910 mm dia. RCPC Linear Meter 101 4 d Removal of Actual Structures Obstruction 1070 mm dia. RCPC Linear Meter 101 (4) e Removal of Actual Structures Obstruction 1220 mm dia. RCPC Linear Meter

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101 4 f Removal of Actual Structures Obstruction 1520 mm dia. RCPC Linear Meter

1 01 4 Q Removal of Actual Structures Obstruction Curb Linear Meter

101 4 h Removal of Actual Structures Obstruction Curb and Gutter Linear Meter

101 5 al Removal of Pices other than Pice Culverts 50 mm dia. PVC Linear Meter

1 01 5 a2 Removal of Pioes other than Pice Culverts 75 mm dia. PVC Linear Meter

101 5 a3 Removal of Pices other than Pice Culverts 100 mm dia. PVC .

Linear Meter

101 5 a4 Removal of Pices other than Pice Culverts 150 mm dia. PVC Linear Meter

101 5 as Removal of Pices other than Pice Culverts 200 mm dia. PVC Linear Meter

101 5 a6 Removal of Pices other than Pioe Culverts 250 mm dia. PVC Linear Meter

101 5 a7 Removal of Pices other than Pioe Culverts 300 mm dia. PVC Linear Meter

1 01 5 bl Removal of Pices other than Pice Culverts 150 m m dia. Concrete Linear Meter1 01 5 b2 Removal of Pices other than Pice Culverts 200 m m dia. Concrete Linear Meter

1 01 5 b3 Removal of Pices other than Pioe Culverts 250 mm dia. Concrete Linear Meter

1 01 5 b4 Removal of P ioes other than Pioe Culverts 300 m m dia. Concrete Linear Meter

1 01 5 b5 Removal of Pices other than Pice Culverts 350 m m dia. Concrete Linear Meter

High Density

101 (5) c1 Removal of Pipes other than Pipe Culverts 50 mm dia. Polyethylene Linear Meter

HOPEHigh Density

101 (5) c2 Removal of Pipes other than Pipe Culverts 7 5 m m d ia. P olye th yle ne Linear Meter

HOPEHigh Density

101 (5) c3 Removal of Pipes other than Pipe Culverts 1 00 m m d ia . P oly et hy le ne Linear Meter

HOPEHigh Density


HOPEHigh Density


HOPEHigh Density

101 (5) c6 Removal of Pipes other than Pipe Culverts 2 50 m m d ia . P ol ye th yl en e Linear Meter

HOPEHigh Density

101 (5) c7 Removal of Pipes other than Pipe Culverts 3 00 m m d ia . P ol ye th yl en e Linear Meter

HOPE

1 01 6 Removal of Structures and Obstruction Concrete Cubic Meter

101 7 a Removal of Structures and Obstruction Steel Kiloaram

101 7 b Removal of Structures and Obstruction Steel H-Piles Kiloaram

101 7 c Removal of Structures and Obstruction RSB KiloQram

101 8 Removal of ExistinQ Guardrails Linear Meter

1 01 9 Removal of ExistinQ Guardrail Posts Each

101 10) R em oval of Existina R oad Sians Each

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ITEM 102 - EXCAVATION

Pa y It em Su ff i xDescription



102 1 Unsuitable Excavation Cubic Meter

1 02 2 Sumlus Common Excavation Cubic Meter

1 02 3 a Surolus Rock Excavation Soft Cubic Meter

102 3 b Surolus Rock Excavation Hard Cubic Meter

1 02 4 Sumlus Unclassified Excavation Cubic Meter

ITEM 103 - STRUCTURE EXCAVATION

Pa y It em S uf fi x Description Valid Values Unit Of Measure(Numberl I(Subscri Thickness/Sizes Class Others

103 1 a Structure Excavation Common Soil Cubic Meter

103 1 b Structure Excavation Soft Rock Cubic Meter

103 1 c Structure Excavation Hard Rock Cubic Meter

; 103 2 a Bridae Excavation Common Soil Cubic Meter

, 103 2 b Bridae Excavation Soft Rock Cubic Meter

, 103 2 c Bridae Excavation Hard Rock Cubic Meter

1 03 3 Foundation Fill Cubic Meter

1 03 4 Excavation ordered below Plan elevation Cubic Meter

10 3 5 a Shorina. cribbina and related works ShorinCi Lumo sum

103 5 b Shorina, cribbing and related works Cribbina/CofferdamminCi Lumo sum

10 3 6 a Pice culverts and drain excavation Common Soil Cubic Meter

103 6 b Pice culverts and drain excavation Soft Rock Cubic Meter

1 03 6 c Pine culverts and drain excavation Hard Rock Cubic Meter

ITEM 104 - EMBANKMENT



(Numberl (Subscri Thickness/Sizes Class Others

104 1 al Embankment from roadwav excavation Common Soil Cubic Meter

104 1 a2 Embankment from roadway excavation Soft Rock Cubic Meter

104 1 a3 Embankment from roadwav excavation Hard Rock Cubic Meter

104 1 bl Embankment from borrow Common Soil Cubic Meter

1 04 1 b2 Embankment from borrow Soft Rock Cubic Meter

104 1 b3 Embankment from borrow Hard Rock Cubic Meter

1 04 1 b4 Embankment from borrow Granular Coarse Material Cubic Meter

104 1 bS Embankment from borrow Granular Fine Material Cubic Meter

1 04 2 a Selected Borrow for toooina Case 1 Cubic Meter

104 2 b Selected Borrow for toooina Case2 Cubic Meter

1 04 3 Earth Berm Cubic Meter

1 04 4 Boulder Fill Cubic Meter

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Item 105 SUBGRADEPREPARATIONPay Item Suffix

Description Valid Values Unit Of Measure~Number ) (Subscri Thickness/Sizes Class Others105 (1 a Subgrade Preparation

Common Material Square Meter1 05 1 b Subgrade Preparation Existing Pavement Square Meter1 05 1 c Subarade Preparation

Unsuitable Material Square Meter1 05 1 d Subarade Preoaration

Hard Rock Material Square Meter1 05 1 e Subarade Preoaration Soft Rock Material Square Meter105 1) f Subarade Preoaration Unclassified Material Square Meter

ITEM 106 - COMPACTION EQUIPMENT AND DENSITY CONTROL STRIPSPay Item Suffix

Description Valid Values Unit Of Measure(Number) (Subscri Thickness/Sizes Class Others

106 (1) Compaction Equipment and Denstiy Controls Strips Common Material Square Meter

*Unless otherwise provided, the cost of constnJcting the control strip will be considered incidental to the cost of the work item for which a control strip is required. Payment for the work item shall be deemed to include compensationfor performing the work herein specified and the fumishing of all materials, labors, tools, equipment and incidentals necessary to constnJct the density control strip. No payment will be made for any material used in the construction

of unacceptable control strip.

ITEM 107 - OVERHAUL

Pay Item SuffixDescription Valid Values Unit Of Measure(Number) LSubscri Thickness/Sizes Class Others

1 07 1 Overhaul Cubic Meter1 07 2 Overhaul

Kilometer1 07 3 Overhaul of Borrow

Case 1 Cubic Meter1 07 4 Overhaul of Borrow

Case 1 Kilometer

PART D - SUBBASEAND BASE COURSEITEM 200 AGGREGATE SUBBASE COURSE

Pay Item SuffixDescription Valid Values Unit Of Measure(Number) _ ( Subscr i Thickness/Sizes I Class I Others

200 (1) . Aggregate Subbase Course I I Cubic Meter

ITEM 201 - AGGREGATEBA SECOURSE

Pay Item SuffixDescription Valid Values Unit Of Measure(Number) (Subscri

Thickness/Sizes I Class I Others201 (1) Aqqreqate Base Course I I Cubic Meter

ITEM 202 - CRUSHED AGGREGATE BASECOURSEPay Item Suffix

Description Valid Values Unit Of Measure(Number) (Subscri Thickness/Sizes I Class 1 Others202 (1) Crushed Aaaregate Base Course I I Cubic Meter

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ITEM 203 - UME STABIUZED ROAD MIX BASECOURSE



(Numberl (Subscri Thickness/Sizes Class Others

203 (1) a L im e S ta bi li ze d R oa d M ix B as e C ou rs e N ew S oil A gg re ga te C ub ic M ete r 203 (I) b Lime Stabilized Road Mix Base Course S alv aa ed S oil A aa re aa te C ub ic M et er

ITEM 204 - PORTLAND CEMENT STABIUZED ROAD MIX BASECOURSE



(Numberl (Subscri Thickness/Sizes Class Others204m a Port land Cement Stabi lized Road Mix Base Course N ew S oil A aa re aa te C ub ic M ete r

204 (I) b Portland Cement Stabilized Road Mix Base Course Salvaaed Soil Aaareaate Cubic Meter

Item 205 - ASPHALT STABIUZED ROAD MIX BASECOURSE



(Numberl (Subscri Thickness/Sizes Class Others205 (1) a Asohal t Stabi lized Road Mix Base Course N ew S oil A aa re aa te C ub ic M ete r 205 (1) b Asohalt Stabilized Road Mix Base Course Salvaaed Soil Aaareaate Cubic Meter

ITEM 206 - CHEMICALLY STABIUZED ROAD MIX SUB-BASE/BASE COURSE



(Numberl (Subscri Thickness/Sizes 1 Class T Others206 (1) Polvmer-Based Chemical Soil Additive I I Liter

ITEM 207 - PORTLAND CEMENT TREATED PLANT MIX BASECOURSEPay Item Suffix

Description Valid Values

Unit Of Measute(Numberl (Subscri Thickness/Sizes Class Others

207Tf Y a Portland Cement treated Plant Mix Course N ew S oil A aa re aa te C ub ic M ete r 20](1) b Portland Cement treated Plant Mix Course Salvaaed Soil Aaareaate Cubic Meter

ITEM 208 - AGGREGATE STOCKPILE



(Numberl I (Subscri Thickness/Sizes Class Others208 (1) Aaareaate Stockoile Cubic Meter

ITEM 209 - ASPHALT TREATED PLANT MIX BASECOURSE

Pay Item Suffix

Description

Valid Values

Unit Of Measure(Numberl .(Subscri Thickness/Sizes Class T Others209 (I) Asohalt Treated Plant Mix Base Course I Cubic Meter

PART E - SURFACE COURSES

ITEM 300 - AGGREGATESURFACE COURSE

Pa y It em Su ff i xDescription


(Numberl (Subscri Thickness/Sizes Class others300 (1) Gravel Surface Course Cubic Meter

300m Crushed Aaareaate Surface Course Cubic Meter

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ITEM 301 BITUMINOUS PRIME COAT



(Number) (Subscri Thickness/Sizes Class Others301 1 a Bituminous Prime Coat - MC- Cut-back Asphalt Grade 30 Square Meter

301 1 b Bituminous Prime Coat - MC- Cut-back Asphalt Grade 70 Square Meter

301 1 c Bituminous Prime Coat - MC- Cut-back Asohalt Grade 250 Sauare Meter

301 1 d Bituminous Prime Coat - MC- Cut-back Asphalt Grade 800 Square Meter

301 1 e Bituminous Prime Coat - MC- Cut-back Asphalt Grade 3000 Sauare Meter

301 2 a Bituminous Prime Coat - RC - Cut-back Asphalt Grade 70 Square Meter

301 2 b Bituminous Prime Coat - RC - Cut-back Asphalt Grade 250 Square Meter

301 2 c Bituminous Prime Coat - RC - Cut-back Asphalt Grade 800 Square Meter

301 (2 d Bituminous Prime Coat - RC - Cut-back Asohalt Grade 3000 Sauare Meter

ITEM 302 BITUMINOUS TACK COAT



(Number) (Subscri Th ic kn es s/Si zes Cl as s Others302 1 a Bituminous Tack Coat - RC - Cut-back Asphalt Grade 70 Square Meter

302 1 b Bituminous Tack Coat - RC - Cut-back Asphalt Grade 250 Square Meter

302 1 c Bituminous Tack Coat - RC - Cut-back Asphalt Grade 800 Square Meter

302 1 d Bituminous Tack Coat - RC - Cut-back Asphalt Grade 3000 Square Meter

30 2 2 Emulsified Asohalt Sauare Meter

ITEM 303 - BITUMINOUS SEAL COAT



(Number) (Subscri Thickness/Sizes Class Others303 (1 a Cover Aaareaate Type 2 Tonne

303 1 b Cover Aqqreqate Tvoe 3A Tonne

303 1 c Cover Aaareaate Type 3B Tonne

3 03 2 a Bituminous Seal Coat - MC-Cut-back Asphalt Grade 30 Tonne

3 03 2 b Bituminous Seal Coat - MC-Cut-back Asphalt Grade 70 Tonne

3 03 2 c Bituminous Seal Coat - MC-Cut-back Asphalt Grade 250 Tonne

3 03 2 d Bituminous Seal Coat - MC-Cut-back Asphalt Grade 800 Tonne

3 03 2 e Bituminous Seal Coat - MC-Cut-back Asohalt Grade 3000 Tonne

3 03 3 a Bituminous Seal Coat - RC-Cut-back Asohalt Grade 70 Tonne

303 3 b Bituminous Seal Coat - RC-Cut-back Asphalt Grade 250 Tonne

303 3 c Bituminous Seal Coat - RC-Cut-back Asphalt Grade 800 Tonne

303 3 d Bituminous Seal Coat - RC-Cut-back Asohalt Grade 3000 Tonne

3 03 4 Asohalt Cement Pen. Gr. Tonne

ITEM 304 - BITUMINOUS SURFACETREATMENT



(Number) (Subscri Th ic kn es s/Si zes Cl as s Others304 (1) Aaaregate Grading Tonne

304 (2) Asphalt Cement Pen. Grade Tonne . . . ',,-_ ...~. . ._-~- -.~. . . "._ . ."-'."'-~--- - - ...-.--- .-~._-- --.-

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3 04 3 a Bituminous Surface Treatment - RC-Cut-back Asphalt Grade 70 Tonne3 04 3 b Bituminous Surface Treatment - RC-Cut-back Asphalt Grade 250 Tonne3 04 3 c Bituminous Surface Treatment - RC-Cut-back Asphalt Grade 800 Tonne3 04 3 d Bituminous Surface Treatment - RC-Cut-back Asphalt Grade 3000 Tonne3 04 4 a Bituminous Surface Treatment - MC-Cut-back Asphalt Grade 30 Tonne3 04 4 b Bituminous Surface Treatment - MC-Cut-back Asphalt Grade 70 Tonne3 04 4 c Bituminous Surface Treatment - MC-Cut-back Asohalt Grade 250 Tonne3 04 4 d Bituminous Surface Treatment - MC-Cut-back Asohalt Grade 800 Tonne3 04 4 e Bituminous Surface Treatment - MC-Cut-back Asohalt Grade 3000 Tonne3 04 5 Emulsified Asohalt Tonne

ITEM 304A - SLURRY SYSTEM FOR ROAD SURFACETREATMENT



(Number) (Subscri Th ic kn es s/Si zes Cl as s Others3 04 A 1 Slurry Surface Treatment (ssn Square Meter3 04 A 2 Slurry Seal Square Meter3 04 A 3 Micro-surfacina Sauare Meter

ITEM 305 - BITUMINOUS PENETRATION MACADAM PAVEMENT



(Number) (Subscri Th ic kn es s/Si zes Cl as s Others30 5 1 Aaareaates Tonne3 05 2 Asohalt Cement Tonne

3 05 3 a Bituminous Penetration Macadam Pavement - RC-Cut-back Asphalt Grade 70 Tonne3 05 3 b Bituminous Penetration Macadam Pavement - RC-Cut-back Asohalt Grade 250 Tonne3 05 3 c Bituminous Penetration Macadam Pavement - RC-Cut-back Asphalt Grade 800 Tonne3 05 3 d Bituminous Penetration Macadam Pavement - RC-Cut-back Asohalt Grade 3000 Tonne

3 05 4 Emulsified Asohalt Tonne

ITEM 306 - BITUMINOUS ROAD MIX SURFACECOURSE



(Number) (Subscri Th ic kn es s/Si zes Cl as s Others306 (1) Aaareaate for Bituminous Road Mix Surface Course Tonne306 (2) Bituminous Material for Bituminous Road Mix Surface Course Tonne

ITEM 307 - BITUMINOUS PLANT-MIX SURFACE COURSE - GENERAL

*The area to be paid for under this item shall be the number of Square Meters (m2) of asphalt pavement placed, compaded and accepted based on the ThickneSS/Sizesand densities of the cores taken.

ITEM 308 - BITUMINOUS PLANT-MIX SURFACE COURSE, COLD-LAID



(Number) (Subscri Thickness/Sizes I Class I Others308 (1) Bituminous Plant-Mix Surface Course. Cold-Laid I I Sauare Meter

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ITEM 309 - BITUMINOUS PLANT-MIX (STOCKPILE MAINTENANCE MIXTURE)



(Numberl (Subscri Thickness/Sizes I Class I Others309 (1) Bituminous Plant-Mix (Stockoile Maintenance Mixture) I I Cubic Meter

ITEM 310 BITUMINOUS CONCRETE SURFACE COURSE, HOT-LAID



(Number) (Subscri Thickness/Sizes Class Others310 (1) a Bituminous Concrete Surface Wearing Course, Hot-Laid 30mm Square Meter

310 1) b Bituminous Concrete Surface Wearinq Course. Hot-Laid 40mm Square Meter

310 1) c Bituminous Concrete Surface Wearinq Course. Hot-Laid 50mm Square Meter

310 2) Bituminous Concrete Surface Binder Course, Hot-Laid 50mm Square Meter

3 10 3 ASDhaltic Concrete With Lahar as Fine Aqqreoate ReDlacement Square Meter

3 10 4 a Bituminous Concrete Surface Wearinq Course Stone Mastic 30mm Square Meter

3 10 4 b Bituminous Concrete Surface Wearinq Course. Stone Mastic 40mm Square Meter

3 10 4 c Bituminous Concrete Surface Wearinq Course Stone Mastic 50mm Square Meter

310 5 Bituminous Concrete Surface Binder Course Stone Mastic 50mm Square Meter

3 10 6 a Bituminous Concrete Surface Wearinq Course PMB 30mm Square Meter

310 (6) b Bituminous Concrete Surface Wearinq Course PMB 40mm Square Meter

310 (6) c Bituminous Concrete Surface Wearinq Course PMB 50mm Square Meter

ITEM 311 - PORTLAND CEMENT CONCRETE PAVEMENT

Pay Item Suffix


Unit Of Measure(Numberl (Subscri Thickness/Sizes Class Others311 1 a P eC Pa ve me nt Unreinforced 0.15 m thick 14 days Square Meter

311 1 b PeC Pavement Unreinforced 0.20 m thick 14 days Square Meter

311 1 cl P eC Pa ve me nt Unreinforced 0.23 m thick 14 days Square Meter

311 1 c 2 PeC Pav ement Unreinforced 0.23 m thick 7 days Square Meter

311 1 c 3 PCC Pav ement Unreinforced 0.23 m thick 3 days Square Meter

311 1 dl PCC Pavement Unreinforced 0.25 m thick 14 days Square Meter

311 1 d2 PeC Pav ement Unreinforced 0.25 m thick 7 days Square Meter

311 1 d3 PeC Pav ement Unreinforced 0.25 m thick 3 days Square Meter

311 1 el PeC Pavement Unreinforced 0.28 m thick 14 days Square Meter

311 1 e2 PeC Pav ement Unreinforced 0.28 m thick 7 days Square Meter

311 1 e3 PCC Pav ement Unreinforced 0.28 m thick 3 days Square Meter

311 1 f1 PCC Pavement Unreinforced 0.30 m thick 14 days Square Meter

311 1 f2 PeC Pavement Unreinforced 0.30 m thick 7 days Square Meter

311 1 f3 PCC Pavement Unreinforced 0.30 m thick 3 days Square Meter

311 1 ql PeC Pavement Unreinforced 0.33 m thick 14 days Square Meter

311 1 g2 PeC Pavement Unreinforced 0.33 m thick 7 days Square Meter

311 1 q3 PeC Pavement Unreinforced 0.33 m thick 3 days Square Meter

311 1 h l Pe C P ave me nt Unreinforced 0.35 m thick 14 days Square Meter

311 1 h2 PeC Pavement Unreinforced 0.35 m thick 7 days Square Meter

311 1 h3 PCC Pavem.!ltillnreinforc~_,_~, __ .~=~ ___ .~,~_., .,,,..,.___ ,P,~J.~ JI1JhicJs__ 3 days S.9!:Iare..t't~~_r___~ _. . . . _ ,_ .~ _ ".. " ' _ ..~'-~"~ .--

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3 11 2 a PeC Pavement Reinforced 0.15 m thick 14 days Sauare Meter311 2 b PeC Pavement Reinforced . 0.20 m thick 14 days Sauare Meter311 2 c1 PeC Pavement Reinforced 0.23 m thick 14 days Square Meter311 2 c2 PeC Pavement Reinforced) 0.23 m thick 7 davs Square Meter 3 11 2 c3 PeC Pavement Reinforced 0.23 m thick 3 davs ;ouare Meter 3 11 2 d1 PeC Pavement Reinforced 0.25 m thick 14 days ;ouare Meter311 2 d2 PeC Pavement Reinforced 0.25 m thick 7 days )quare Meter3 11 2 d3 PeC Pavement Reinforced 0.25 m thick 3 days Sauare Meter3 11 2 e1 PeC Pavement Reinforced 0.28 m thick 14 days Sauare Meter3 11 2 e2 PeC Pavement Reinforced 0.28 m thick 7 days Sauare Meter

3 11 2 e3 PeC Pavement (Reinforced 0.28 m thick 3 davs Sauare Meter311 2 f1 PeC Pavement (Reinforced 0.30 m thick 14 days auare Meter311 2 f2 PeC Pavement (Reinforced 0.30 m thick 7 days auare Meter3 11 2 f3 PeC Pavement Reinforced 0.30 m thick 3 davs auare Meter 311 2 q1 PeC Pavement Reinforced 0.33 m thick 14 days Square Meter3 11 2 q2 PeC Pavement Reinforced 0.33 m thick 7 days Square Meter3 11 2 03 PeC Pavement Reinforced 0.33 m thick 3 days Sauare Meter3 11 2 h1 PeC Pavement Reinforced 0.35 m thick 14 days Sauare Meter311 2 h2 PeC Pavement Reinforced 0.35 m thick 7 days Sauare Meter311 2 h3 PCC Pavement Reinforced 0.35 m thick 3 days Sauare Meter3 11 3 a1 PeC Pavement Reinforced with Wire Mesh) 0.23 m thick 14 days Sauare Meter311 3 a2 PeC Pavement Reinforced with Wire Mesh) 0.23 m thick 7 days Sauare Meter3 11 3 a3 PeC Pavement Reinforced with Wire Mesh 0.23 m thick 3 days Sauare Meter

311 3 b1 PeC Pavement Reinforced with Wire Mesh 0.25 m thick 14 days Sauare Meter3 11 3 b2 PeC Pavement Reinforced with Wire Mesh 0.25 m thick 7 days Sauare Meter311 3 b3 PeC Pavement Reinforced with Wire Mesh 0.25 m thick 3 days Sauare Meter311 3 c1 PeC Pavement Reinforced with Wire Mesh 0.28 m thick 14 days Sauare Meter311 3 c2 PeC Pavement Reinforced with Wire Mesh 0.28 m thick 7 days Sauare Meter3 11 3 c3 PeC Pavement Reinforced with Wire Mesh 0.28 m thick 3 days Sauare Meter311 3 d1 PeC Pavement Reinforced with Wire Mesh 0.30 m thick 14 days Sauare Meter311 3 d2 PeC Pavement Reinforced with Wire Mesh 0.30 m thick 7 days Sauare Meter311 3 d3 PeC Pavement Reinforced with Wire Mesh 0.30 m thick 3 days Sauare Meter311 3 e1 PeC Pavement Reinforced with Wire Mesh 0.33 m thick 14 days Sauare Meter311 3 e2 PeC Pavement Reinforced with Wire Mesh 0.33 m thick 7 days Sauare Meter311 3 e3 PeC Pavement Reinforced with Wire Mesh 0.33 m thick 3 days Sauare Meter311 3 f1 PeC Pavement Reinforced with Wire Mesh 0.35 m thick 14 days Sauare Meter

3 11 3 f2 PeC Pavement Reinforced with Wire Mesh 0.35 m thick 7 days Sauare Meter311 (3) f3 PeC Pavement Reinforced with Wire Mesh 0.35 m thick 3 davs Sauare Meter

311 (4) a1 PCC Pavement with Coralline Materials as Coarse Aggregates (Unreinforced) 0.15 m thick 14 days Square Meter

311 (4) a2 PCC Pavement with Coralline Materials as Coarse Aggregates (Unreinforced) 0.20 m thick 14 days Square Meter

311 (4) a3 PeC Pavement with Coralline Materials as Coarse Aggregates (Unreinforced) 0.23 m thick 14 days Square Meter

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311 (4) a4 PCC Pavement with Coralline Materials as Coarse Aggregates (Unreinforced) 0.25 m thick 14 days Square Meter,

, 311 (4) as PCC Pavement with Coralline Materials as Coarse Aggregates (Unreinforced) 0.28 m thick 14 days Square Meter

311 (4) b1 PeC Pavement with Coralline Materials as Coarse Aggregates (Rei nfor ced) 0.15 m thi ck 14 days Square Meter

':311 (4) b2 PCC Pavement with Coralline Materials as Coarse Aggregates (Rei nfor ced) 0.20 m thi ck 14 days Square Meter

,311 (4) b3 PeC Pavement with Coralline Materials as Coarse Aggregates (Reinforced) 0.23 m thick 14 days Square Meter

311 (4) b4 PeC Pavement with Coralline Materials as Coarse Aggregates (Rei nfor ced) 0.25 m thi ck 14 days Square Meter

311 (4) b5 PeC Pavement with Coralline Materials as Coarse Aggregates (Reinforced) 0.28 m thick 14 days Square Meter

311 5 a1 PeC Pavement with Dolomites as Aaareqates U nreinforced 0.15 m thick 14 davs Sauare Meter

31 1 5 a2 PCC Pavement with Dolomites as Aaareaates Unreinforced 0.20 m thick 14 days Sauare Meter

31 1 5 a3 PCC Pavement with Dolomites as Aaareaates Unreinforced 0.23 m thick 14 davs Sauare Meter

31 1 5 a4 PCC Pavement with Dolomites as Aaareaates Unreinforced 0.25 m thick 14 days Sauare Meter

'311 5 as PeC Pavement with Dolomites as Aaareaates Unreinforced 0.28 m thick 14 davs Sauare Meter

311 5 b1 PeC Pavement with Dolomites as Aaareqates Reinforced 0.15 m thick 14 davs Sauare Meter

3 11 5 b2 PeC Pavement with Dolomites as Aaareaates Reinforced 0.20 m thick 14 days Sauare Meter

3 11 5 b3 PCC Pavement with Dolomites as Aaareaates Reinforced 0.23 m thick 14 davs Sauare Meter

3 11 5 b4 PeC Pavement with Dolomites as Aaareaates Reinforced 0.25 m thick 14 days Sauare Meter

311 (5) b5 PeC Pavement with Dolomites as Aaareaates Reinforced 0.28 m thick 14 days Sauare Meter

ITEM 313 - ROCK ASPHALT, HOT LAID



(Number) (Subscri Thickness/Sizes I Class I Others313 (1) Rock Asohalt I I Sauare Meter

PART F - BRIDGE CONSTRUCTION'ITEM 400 - PILING




400 1 Untreated Timber Piles furnished Meter

400 2 Treated Timber Piles. preservative furnished Meter

400 3 a Steel H-Piles. furnished 305mmx305mm 79 ka/m Meter400 3 b Steel H-Piles. furnished 305mmx305mm 94 ka/m Meter

400 3 c Steel H-Piles. furnished 305mmx305mm 110 ka/m Meter

400 3 d Steel H-Piles. furnished 305mmx305mm 125 ka/m Meter

400 4 a Precast Concrete Piles. furnished 40Ox400 mm Meter

400 4 b Precast Concrete Piles furnished 450x450 mm Meter

400 5 a Precast. Prestresssed Concrete Piles. furnished 400x400 mm Meter

400 5 b Precast. Prestresssed Concrete Piles. furnished 450x450 mm Meter

4 00 6 Structural Steel Sheet Piles. furnished Meter

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4 00 7 Precast Concrete Sheet Piles, furnished Meter

400 8 Untreated Timber Piles, driven Meter

4 00 9 Treated Timber Piles driven Meter

400 10} Steel H-Piles driven Meter

400 11) Steel Pipes Piles Meter

400 12 } S tru ctu ra l S te el S he et P ile s d rive n Meter

4 00 ( 13 ) P re ca st C on cr et e S he et P il es . d ri ve n Meter

400 14 Precast Concrete Piles driven Meter

4 00 1 5 Precast. Prestresssed Concrete Piles, driven Meter

4 00 1 6 Test Piles furnished and driven Meter

400 17 a Concrete Piles cast in Drilled Holes 0.80 Meter 400 17 b Concrete Piles cast in Drilled Holes 1.00 Meter

400 17) c Concrete Piles cast in Drilled Holes 1.20 Meter

400 17 d Concrete Piles cast in Drilled Holes 1.50 Meter

400 17 e Concrete Piles cast in Drilled Holes 1.80 Meter

400 17 f Concrete Piles cast in Drilled Holes 2.00 Meter

400 17 q Concrete Piles cast in Drilled Holes 2.50 Meter

4 00 1 7 h Concrete Piles cast in Drilled Holes 2.80 Meter

4 00 1 7 i Concrete Piles cast in Dr il led Holes 3.00 Meter

400 18 a Concrete Piles cast in Steel Shells 400mm dia. Meter

400 18 b Concrete Piles cast in Steel Shells 500mm dia. Meter

4 00 1 9 a Concrete Piles cast in Steel Pipes 400mm dia. Meter

400 19 b Concrete Piles cast in Steel Pioes 500mm dia. Meter

4 00 2 0 Pile Shoes Each400 (21 Solices Each

4 00 2 2 Load Tests Each

400 23 a Bored Piles 0.80 Meter

400 23 b Bored Piles 1.00 Meter

400 23 c Bored Piles 1.20 Meter

4 00 2 3 d Bored Piles 1.50 Meter

400 23 e Bored Piles 1.80 Meter

4 00 2 3 f Bored Piles 2.00 Meter

4 00 2 3 q Bored Piles 2.50 Meter

4 00 2 3 h Bored Piles 2.80 Meter

4 00 2 3 i Bored Piles 3.00 Meter

4 00 2 4 a1 Permanent Casinq 0.80 10mm thick Meter

4 00 2 4 a2 Permanent Casinq 0.80 12mm thick Meter 400 24 a3 Permanent Casino 0.80 16mm thick Meter

400 24 b1 Permanent Casino 1.00 10mm thick Meter



4 00 2 4 c1 Permanent Casinq 1.20 10mm thick Meter

4 00 2 4 c 2 P er ma ne nt C as in q 1.20 12mm thick Meter

400 24 c3 Permanent Casino 1.20 16mm thick Meter

4 00 2 4 d1 Permanent Casinq 1.50 lOmm thick Meter

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400 24) d2 Permanent Casinq 1.50 12mm thick Meter

400 24) d3 Permanent Casinq 1.50 16mm thick Meter

400 24) e1 Permanent Casinq 1.80 10mm thick Meter

400 (24 e2 Permanent Casinq 1.80 12mm thick Meter

400 24 e3 Permanent Casinq 1.80 16mm thick Meter

4 00 2 4 f 1 P erm an en t C as in q 2.00 lOmm thick Meter

400 24 f 2 P erm an en t C as in q 2.00 12mm thick Meter

400 24 f3 Permanent Casinq 2.00 16mm thick Meter

4 00 2 4 q1 Permanent Casinq 2.50 10mm thick Meter

400 24 q2 Permanent Casinq 2.50 12mm thick Meter

400 24 a3 Permanent Casina 2.50 16mm thick Meter 4 00 2 4 h 1 P er ma ne nt C as in q 2.80 10mm thick Meter

400 (24) h2 Permanent Casinq 2.80 12mm thick Meter

4 00 2 4 h 3 P er ma ne nt C as in q 2.80 16mm thick Meter

400 24 i1 Permanent Casinq 3.00 lOmm thick Meter

400 24 i2 Permanent Casinq 3.00 12mm thick Meter

4 00 2 4 i3 Permanent Casinq 3.00 16mm thick Meter

400 25 Permanent Casinq Kiloqram

4 00 2 6 Solicina of R.C. Piles with Eooxv Each

400 27 a Pile Inteqritv Testinq Crosshole-Sonic Each

4 00 2 7 b Pile Intearitv Testina Low Strain Each

4 00 2 8 Hiqh Strain Dvnamic Testinq (P.D.A) Each

400 29 a Sand Comoaction Pile 0.6 Meter

4 00 2 9 b Sand Comoaction Pile 0.7 Meter 400 29 c Sand Comoaction Pile 0.8 Meter

4 00 3 0 a Gravel Comoaction Pile 0.6 Meter

400 30) b Gravel Compaction Pile 0.7 Meter

400 (30) c Gravel Comoaction Pile 0.8 Meter

1 Metal Railin Steel

1 Metal Railin Aluminum

2 a Concrete Railin Standard

2 b Concrete Railin Balluster

2 c Concrete Railin Para et3 Wooden Railin

4 Stone and Brick Railin

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ITEM 403 - METAL STRUCTURES

Pay Item SuffixDescription Valid Values Unit Of Measure(Number) (Subscri Thickness/Sizes Class Others

4 03 1 Structural Steel, furnished KiloQram40 3 2 Structural Steel, fabricated KiloQram40 3 3 Structural Steel, erected KiloQram4 03 4 Structural Steel, furnished and fabricated KilOQram4 03 5 Structural Steel, furnished fabricated and erected KiloQram403 6) Structural Steel, painting works

Sauare Meter

ITEM 404 - REINFORCING STEELPay Item Suffix

Description Valid Values Unit Of Measure(Number) (Subscri Thickness/Sizes Class Others404 (1) a ReinforcinQ Steel Grade 40 Kilogram404 (1) b ReinforcinQ Steel Grade 60 KiloQram

ITEM 404A - EPOXY-COATED REINFORCING STEEL BARSPay Item Suffix

Description Valid Values Unit Of Measure(Number) I (Subscri Thickness/Sizes Class Others404A (1) a EooxY-Coated Reinforcing Steel Bars Grade 40 Kilogram404A (1) b Eooxy-Coated Reinforcina Steel Bars Grade 60 Kilogram

ITEM 405 - STRUCTURAL CONCRETE

Pay Item Suffix Description Valid Values Unit Of Measure(Number) (Subscri Thickness/Sizes Class Others40 5 1 al Structural Concrete 20.68MPa A 7 days Cubic Meter405 1 a2 Structural Concrete 20.68MPa A 14 days Cubic Meter405 1 a3 Structural Concrete 20.68MPa A 28 days Cubic Meter4 05 1 bl Structural Concrete 27.58 Mpa A 7 days Cubic Meter4 05 1 b2 Structural Concrete 27.58 MPa A 14 days Cubic Meter40 5 1 b3 Structural Concrete 27.58 Mea A 28 days Cubic Meter40 5 2 a Structural Concrete 20.68MPa B Cubic Meter40 5 2 b Structural Concrete 27.58 Mea B Cubic Meter4 05 3 a Structural Concrete 20.68MPa C Cubic Meter4 05 3 b Structural Concrete 27.58 Mpa C Cubic Meter4 05 4 al Structural Concrete 34.47 Mpa P 7 days Cubic Meter

4 05 4 a2 Structural Concrete 34.47 Moa P 14 days Cubic Meter4 05 4 a3 Structural Concrete 34.47 Mpa P 28 days Cubic Meter4 05 4 bl Structural Concrete 41.37 Mpa P 7 days Cubic Meter40 5 4 b2 Structural Concrete 41.37 Moa P 14 days Cubic Meter405 4) b3 Structural Concrete 41.37 Moa P 28 days Cubic Meter4 05 5 Seal Concrete Cubic Meter405 (6) Structural Concrete oaintinQ works Sauare Meter

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ITEM 406 - PRESTRESSEDCONCRETE STRUCTURES


Valid Values Unit Of Measure

{Numberl (Subscri Thickness/Sizes Class/TvDe Others

406 (1) a1 Prestressed Structural Concrete Members Tvoe IIIL=lSm I -Girders Each

406 (1) a2 Prestressed Structural Concrete Members Tvoe IV L~20m I-Girders Each

406 (1) a3 Prestressed Structural Concrete Members Type IV-A L=2Sm I-Girders Each

406 (1) a4 Prestressed Structural Concrete Members Type IV-B L=30m I-Girders Each

406 1 as Prestressed Structural Concrete Members Tvoe V L=35m I-Girders Each

406 1 a6 Prestressed Structural Concrete Members Tvoe VI L=40m I-Girders Each

406 2 a Prestressed Concrete T-Girder Lumo Sum

406 2 b Prestressed Concrete Box Girder Lumo Sum

406 3 a Prestressed Concrete T-Girder Cubic Meter

406 3 b Prestressed Concrete Box Girder Cubic Meter

ITEM 407- CONCRETE STRUCTURES



{Numberl (Subscri Thickness/Sizes Class Others

407 1) Concrete (Refer to Item 405) A Cubic Meter

407 2 Concrete Post/Baluster RailinQs Each

407 3 Paraoet Walls Cubic Meter

4 07 4 PilinQ(Refer to Item 400) Linear Meter

407 5 Structure Excavation (Refer to Item 103) Cubic Meter

407 6 Sidewalk Concrete (Refer to Item 60lf Cubic Meter

407 7 ReinforcinQ Steel Bars (Refer to Item 404) Grade 40 KiloQram

407 8 Lean Concrete Class B (16.5 MPa) Cubic Meter

*When more than one item is specified, means of identification shall be inserted in parenthesis immediately after the Pay Item and letter suffixes shall be included within the parenthesis of the Pay Item Number.

ITEM 408- STEEL BRIDGES


Valid Values Unit Of Measure{Numberl {Subscri Thickness/Sizes Class Others

408 (1) Steel Bridges Lump Sum

*The quantities, measured as prescribed above, shall be paid for at the contract until price for the several Pay Items which price and payments shall be full compensation for furnishing, preparing, fabricating, transporting, placing and

erecting all structural steel and all other materials for the complete structure; for all shop work, painting and field work; for all labor, equipment, tools and incidentals necessary to complete the Item. Such payment shall constitute full

payment for the completed structure ready for use, and no allowance shall be made for cofferdam construction, falsework, or other erection expenses.

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ITEM 409 - WELDED STRUCTURAL STEEL



/ 409 (1)* Welded Structural Steel Lump Sum

*Unless otherwise provided in the S pecial Provisions, welded structural steel structures shall not be measured and paid for separately, but the cost thereof shall be considered as induded in the contract price for other Items.

ITEM 410 - TREATED AND UNTREATED TIMBER


Valid ValuesUnit Of Measure(,Number) (Subscri Thickness/Sizes Class Others

. 410 (1) Timber Cubic Meter410 (2) Treated Timber Cubic Meter

ITEM 411 - PAINT


Valid.ValuesUnit Of Measure(Numberl (Subscri Thickness/Sizes Class Others

411 (1)* Paint Lumo Sum411 (1)* Paint Sauare Meter

*Painting shall not be measured and paid for separately, but the cost thereof shall be considered as induded in the contract unit price of the Items where called for.

ITEM 412 - ELASTOMERIC BEARING PADS


Valid ValuesUnit Of Measure(Number) (Subscri

Thickness/Sizes Class Others412 (1) Elastomeric Bearina Pads Each

ITEM 413 - PREFORMED SPONGE RUBBERAND CORK JOINT EXPANS ION FILLERS FOR CONCRETE PAVING AND STRUCTURAL CONSTRUCTIONPay Item Suffix


Unit Of Measure(Numberl (Subscri Th ic kn es s/Si zes Cl as s Others413 (1) a Preformed Soonqe Rubber Joint Exoansion Cubic Meter

/ 413 (1) b Preformed Cork Joint Exoansion Cubic Meter

ITEM 414 - Forms and Falseworks

Suffix Valid ValuesPay Item

(Subscri Description Unit Of Measure(Number)pt)

Th ic kn es s/Si zes Cl as s Others

v 414 (1) Forms and Falsework Lumo Sum

ITEM 415 - ELASTOMERIC, HOT-APPLIED JOINT SEALANT WITH SINGLE-SIZED AGGREGATESFOR BRIDGE EXPANSION JOINTSPay Item Suffix


Unit Of Measure(Number) (Subscri Thickness/Sizes Class Others

y 415 (1) Elastomeric, Hot-Applied Expansion Joint Sealant with Single-Sized Cubic MeterAggregates

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ITEM 416 - CARBON AND GLASSFIBER



(Number) (Subscri Th ic kn es s/Si zes Cl as s Others

416 1) a Carbon Fiber 1 Layer Sauare Meter

~ 4 16 1 b Carbon Fiber 2 Layers Sauare Meter

416 1 c Carbon Fiber I 3 Lavers Sauare Meter

416 2 a Glass Fiber 1 Laver Square Meter

416 2 b Glass Fiber 2 Layers Square Meter

, 416 2 c Glass Fiber 3 Layers Sauare Meter

ITEM 417 - BEARING DEVICESPay Item Suffix


Unit Of Measure(Number) (Subscri Th ic kn es s/Si zes Cl as s OthersV 417 (1) a Bearina Devices Steel Bearinq Each

V 417 (1) b Be ar in q D ev ic es Rubber Bearing Each

V 417 (1) c Be ar in g D ev ic esHigh Damping Rubber

EachBearing

ITEM 500 - PIPE CULVERTSA ND STORM DRAIN




500 1 a1 Pipe Culverts 610 mm dia. Class II RCPC Linear Meter

500 1 a2 Pice Culverts 760 mm dia. Class II RCPC Linear Meter500 1 a3 Pipe Cul verts 910 mm dia. Class II RCPC Linear Meter

500 1 a4 Pic e Cul verts 1070 mm dia. Class II RCPC Linear Meter

500 1 as Pipe Cul verts 1220 mm dia. Class II RCPC Linear Meter

500 1 a6 Pipe Cul verts 1520 mm dia. Class II RCPC Linear Meter

500 1 b1 Pipe Cul verts 610 mm dia. Class IV RCPC Linear Meter






5 00 2 Storm Drain Linear Meter

ITEM 501- UNDERDRAINSPay Item SuffixDescription



501 1 Underdrain 150 mm dia. Linear Meter

501 2 Blind drain . Linear Meter5 01 3 Granular backfill filter material for underdrains Cubic Meter

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ITEM 502 - MANHOLES, INLETS AND CATCH BASINS



502 1 a Manholes 610mm dia. Each502 1 b Manholes 760mm dia. Each502 1 c Manholes 910 mm dia. Each502 1 d Manholes 1070mm dia. Each502 1 e Manholes 1220mm dia. Each502 1 f Manholes 1520mm dia. Each502 2 a In le ts. t voe 610 mm dia. Each

502 2 b In le ts. t voe 760mm dia. Each502 2 c In le ts. tvoe 910 mm dia. Each502 2 d In le ts. tvoe 1070mm dia. Each502 2 e In le ts. tvoe 1220mm dia. Each502 2 f Inlets tvoe 1520mm dia. Each502 3 a C atch ba sin s 610 mm dia. Each502 3 b C atch ba sin s 760mm dia. Each502 3 c C atch ba sin s 910 mm dia. Each502 3 d Catch basins 1070mm dia. Each502 3 e C atch ba sin s 1220mm dia. Each502 3 f C atch ba sin s 1520mm dia. Each502 4 a C on cr ete c ov er s 610mm dia. Each502 4 b C on cr ete c ov er s 760mm dia. Each

502 4 c C on cr et e c ov er s 910 mm dia. Each502 4 d C on cr et e c ov er s 1070mm dia. Each502 4 e C on cr et e c ov er s 1220mm dia. Each502 4 f C on cr et e c ov er s 1520mm dia. Each502 5 Metal frames and aratinas, type Pair502 6 Metal frames and covers Pair502 7 Adiustina manholes Each502 8 Adiustina catch basin Each

ITEM 503 - DRAINAGE STEEL GRATING WITH FRAME



503(1) Metal frames and aratina Set

503(2) Metal frames and aratina KilOQram

ITEM 504 - CLEANING AND RECONDITIONING EXISTING DRAINAGE STRUCTURES



(Number) (Subscri Thickness/Sizes Class Others504 1 a Removina. c1eanina. stockoilina salvaaed culvert Dine 610mm dia. Linear Meter504 1 b Removina. c1eanina. stockoilina salvaaed culvert Dine 760mm dia. Linear Meter 504 1 c Removina. c1eanina. stockoilina salvaaed culvert oipe 910 mm dia. Linear Meter 504 1 d Removina. c1eanina. stockoilina salvaaed culvert pioe 1070 mm dia. Linear Meter

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504 1 e Removino. c1eanino. stockoilino salvaoed culvert oice 1220 mm dia. Linear Meter

504 1 f Removino. c1eanino. stockoilino salvaoed culvert oice 1520 mm dia. Linear Meter

504 2 a Removino. c1eanino. and relavino salvaoed culvert oioe 610 mm dia. Linear Meter

504 2 b Removina. c1eanino. and relavino salvaoed culvert pipe 760 mm dia. Linear Meter

504 2 c Removino. c1eanino. and relavino salvaoed culvert oice 910 mm dia. Linear Meter

504 2 d Removina. c1eanino. and relavino salvaoed culvert pice 1070 mm dia. Linear Meter

504 2 e Removino. c1eanino. and relavina salvaaed culvert oice 1220 mm dia. Linear Meter

504 2 f Removina. c1eanino. and relavino salvaoed culvert oice 1520 mm dia. Linear Meter

504(3) a Cleaning culvert pipe in place 610 mm dia., half-

Linear Metersilted

504(3) b Cleaning culvert pipe in place 760 mm dia., half- Linear Metersilted

504(3) c Cleaning culvert pipe in place 910 mm dia., half-

Linear Metersilted

504(3) d Cleaning culvert pipe in place 1070 mm dia., half-

Linear Metersilted

504(3) e Cleaning culvert p ipe in place 1220 mm dia., half-

Linear Metersilted

504(3) f Cleaning culvert pipe in place 1520 mm dia., half-

Linear Metersilted

504 4) Reconditionina drainaae structures Each

"'If more than one type of drainage structure is described for an Item in the Bid Schedule, letter suffixes shall be added to the item Number to differentiate between such structures.

"'If no Pay Item from the list above appears in the Bid Schedule, the pipe removed will be considered as induded in the work Item 101, Removal of Structures and Obstructions.

ITEM 505 - RIPRAP AND GROUTED RIPRAP



(Number) (Subscri Th ic kn es s/Si zes Cl as s Others505 1 Riprap A Cubic Meter

505 2 Riprap B Cubic Meter

505 3 Riorao C Cubic Meter

505 4 Riprap 0 Cubic Meter

505 5 Grouted Riprap A Cubic Meter

505 6 Grouted Riorao B Cubic Meter

505 7 Grouted Riprap C Cubic Meter

505 8' Grouted Riorao 0 Cubic Meter505 9' Filter laver of aranular material Cubic Meter

ITEM 506 - STONE MASONRY



(Number) (Subscri Thickness/Sizes I Class I Others506 (1) Stone Masonrv I I Cubic Meter

Page 20 vOL II

ITEM 507 RUBBLECONCRETE


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ITEM 507 - RUBBLECONCRETE


Valid ValuesUnit Of Measure(Number) (Subscri Thickness/Sizes I Class I Others

507(1) Rubble Concrete I I Cubic Meter

ITEM 508 - HAND-LAID ROCK EMBANKMENT


Valid ValuesUnit Of Measure(Number) (Subscri Thickness/Sizes I Class I others

508 (1) Hand-Laid Rock Embankment I I Cubic Meter

ITEM 509 - SHEET PILES


Valid ValuesUnit Of Measure(Number) (Subscri Thickness/Sizes Class others

509 (1) Sheet Piles Ti mbe r F ur nis he d a nd D ri ve n Linear Meter

509 (2) a Sheet Piles ( ) Steel Slope Protection

Linear Meter(Furnished and Driven)

509 (2) b Sheet Piles ( ) Steel Cofferdamming (Furnished

Linear Meterand Driven)

5 09 3 a Sheet Piles ) Concrete Furnished Linear Meter5 09 3 b Sheet Piles Concrete Driven Linear Meter5 09 3 c Sheet Piles '\ Concrete Furnished and Driven Linear Meter

J

ITEM 510 - CONCRETE SLOPE PROTECTION

Pay Item Suffix Description Valid Values Unit Of Measure(Numberl (Subscri Thickness/Sizes Class others510 (1) Bed Course Granular Material Concrete Cubic Meter510 (2) Concrete SloDe Protection Cubic Meter

ITEM 511 - GABIONS AND MATTRESSES


Valid ValuesUnit Of Measure(Numberl (Subscri Thickness/Sizes Class others

511 1 Gabions Cubic Meter5 11 2 Mattresses Cubic Meter5 11 3 Filter Cloth Sauare Meter

ITEM 512 - EROSION CONTROL MATS, ROVING, AND CELLULAR CONFINEMENT SYSTEMS

Pay Item Suffix Description Valid Values Unit Of Measure(Numberl I (Subscri Thickness/Sizes Class others512 1 a Erosi on Contr ol Mat Type 1 Sauare Meter

512 1 b Erosi on Contr ol Mat Type 2 Square Meter

512 1 c Erosion Control Mat TVDe 3 Sauare Meter

512 1 d Erosi on Contr ol Mat TYDe 4 Sauare Meter

512 1 e Erosion Control Mat Type 5 Sauare Meter

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S uare Meter

S uare Meter

ITEM 513 - PERMANENT GROUND ANCHORS



(Number) (Subscri Thickness/Sizes I Class I Others513 (1) Permanent Ground Anchor I I Linear Meter

ITEM 514 - SHOTCRETE (CONCRETE SPRAY)



(Number) (Subscri Th ic kn es s/Si zes Cl as s Others514 (1) Shotcrete with reinforcing steel Square Meter

514 (2) Shotcrete with reinforcinq fibers Sauare Meter

ITEM 515 - MECHANICALLY-STABIUZED EARTH (MSE) RETAINING WAL LS



(Number) CSubscri Th ic kn es s/Si zes Cl as s Others

515 1 Mechanically-Stabilized Earth (MSE) Retaininq Walls Square Meter

515 2 Select Granular Backfill Cubic Meter

515 3 Structural Backfill Cubic Meter

ITEM 516 - WET STONE MASONRY (COBBLE STONE)



(Number) (Subscri Thickness/Sizes Class Others516 (1) Wet Stone Masonry Linear Meter

516 (2) Wet Stone Masonrv Cubic Meter

ITEM 517 - DRAIN PIPE



(Number) (Subscri Thickness/Sizes Class Others517 (1) Drain Pipe Galvanized Linear Meter

517 (1) Drain Pioe PVC Linear Meter

ITEM 520 - HYDROSEEDING



(Number) CSubscri Thickness/Sizes I Class I Others

520 (1) Hvdroseedina I I Sauare Meter

ITEM 522 - ROCKFALL PROTECTION SYSTEM




522 (1) Rockfall Nettina Square Meter

522 (1) Rockfall Barrier Linear Meter

Page 22 VOL I I

ITEM 522A PROTECTION SYSTEM FOR UNSTABLE SLOPE


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ITEM 522A - PROTECTION SYSTEM FOR UNSTABLE SLOPE



(Number) (Subscri Thickness/Sizes Class Others522A Tf) Active Protection Svstem Square Meter522A(i) Passive/Rockfall Barrier Linear Meter

PART H - MISCELLANEOUS STRUCTURESITEM 600 - CURB AND GUTTER



600 1 a C on cr ete C ur b Cast in olace Linear Meter600 1 b Asohalt Curb Cast in olace Linear Meter

600 2 Concrete Gutter Cast in olace Linear Meter

600 3 Curb and Gutter Cast in olace Linear Meter

60 0 4 Concrete Curb Precast Piece

600 5 Concrete Gutter Precast Piece

600 6 Curb and Gutter Precast Piece

ITEM 601 - SIDEWALK


Valid ValuesUnit Of Measure(Numberl (Subscri Thickness/Sizes I Class I Others

601 (1) Sidewalk 100 mm thk. I . I Sauare Meter

ITEM 602 - MONUMENTS. MARKERS AND GUIDE POSTSPay Item SuffixDescription


(Number) (Subscri Th ic kn es s/Si zes Cl as s Others602 1 a Riaht-of-Wav monuments Timber Each

602 1 b Riaht-of-Wav monuments Concrete Each

602 2 a Mai ntenance mar ker oos ts Cast-in-olace Each

602 2 b Mai ntenance mar ker oos ts Precast Each

602 2 c Mai ntenance mar ker oos ts Timber Each

602 3 a Ki lo me ter D Ost s Cast-in-olace Each

602 3 b Kilometer oosts Precast Each

602 4 a Precast G ui de oos ts Rectanaular Each

602 4 b Cast-in-Place Guide oosts Precast Each

ITEM 603 - GUARDRAILPay Item SuffixDescription



603 1 Guardrail (Wire rooe or Wire cable) Linear Meter

603 2 Cable Guardrail Chain Link Fabric) Linear Meter

603 3 a1 Metal Guardrail Metal Beam) Includina Post W-Beam Linear Meter

603 3 a2 Metal Guardrail Metal Beam) Includina Post Thrie-Beam Linear Meter

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603 3 b1 Metal Beam End Piece Fish Tail Each

603 3 b2 Metal Beam End Piece Bull Nose Each

6 03 4 Guardrail (Timber) Linear Meter

ITEM 604 - FENCING



(Number) (Subscri Th ic kn es s/Si zes Cl as s Others604 1 FencinQ Barbed wire Linear Meter

604 2 Fencina Chain Link Fence Fabric Linear Meter

60 4 3 FencinQ Posts Each

60 4 4 Fencina Gates Each604 5) Concrete Fence inciudinQ Post SQuare Meter

ITEM 605 - ROAD SIGN



(Number) {Subscri Thickness/Sizes Class Others

605 (1) a1 Warning Signs 600 mm W1-1A Horizontal Alignment Sharp

EachTurn L or R

605 (1) a2 Warning Signs 750 mm W1-1B Horizontal Alignment Sharp

EachTurn L or R

605 (1) a3 Wa rn in g S ig ns 900 mm W1-1CHorizontal Alignment Sharp

EachTurn L or R

605 (1) b1 Warning Signs 600 mm Wl-2A Horizontal Alignment

Each

Reverse Turn L or R605 (1) b2 Warning Signs 750 mm Wl-2B

Horizontal AlignmentEach

Reverse Turn L or R

605 (1) b 3 Wa rni ng S ig ns 900 mm Wl-2CHorizontal Alignment

EachReverse Turn L or R

605 (1) c1 Warning Signs 600 mm Wl-3AHorizontal Alignment Curve

EachL or R

605 (1) c2 Warning Signs 750 mm Wl-3B Horizontal Alignment Curve

EachL or R

605 (1) c 3 W ar nin g Si gns 900 mm Wl-3CHorizontal Alignment Curve

EachLor R

605 (1) d1 Warning Signs 600 mm Wl-4A Horizontal Alignment

EachReverse Curve L or R

605 (1) d2 Warning Signs 750 mm Wl-4B

Horizontal Alignment


605 (1) d3 Warning Signs 900 mm Wl-4CHorizontal Alignment


605 (1) e1 Warning Signs 600 mm Wl-5AHorizontal Alignment

EachWindina Road L or R

605 (1) e 2 Wa rn ing Si gn s 750 mm Wl-5B Horizontal Alignment

EachWindina Road L or R

Page 24 VOL II

Horizontal Alignment


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605 (1) f1 Warning Signs 600 mm Wl-6A Horizontal Alignment

EachHaimin Bend L or R

605 (1) f2 Warning Signs 750 mm Wl-6B Horizontal Alignment

EachHaimin Bend L or R

605 (1) gl Warning Signs 450 mm W2-1AIntersection and Junction

EachSigns Cross Road

605 (1) g2 Warning Signs 600 mm W2-1B Intersection and Junction


605 (1) g3 Warning Signs 750 mm W2-1C Intersection and Junction EachSigns Cross Road

605 (1) g4 Warning Signs 900 mm W2-lD Intersection and Junction


Intersection and Junction

605 (1) h1 Warning Signs 450 mm W2- 2A Signs Stagger ed Side Road Each

Junction L or R


605 (1) h2 Warning Signs 600 mm W2-2B Signs Staggered Side Road Each

Junction L or R


605 (1) h 3 Wa rni ng Si gns 750 mm W2-2C Signs Staggered Side Road Each

Junction L or R


605 (1) h4 Warning Signs 900 mm W2- 2D Signs Stagger ed Side Road Each

Junction L or R

605 (1) i1 Warning Signs 600 mm W2-3AIntersection and Junction

EachSigns Skewed Intersection

605 (1) i2 Warning Signs 750 mm W2-3B Intersection and Junction


605 (1) i3 Warning Signs 900 mm W2-3C Intersection and Junction


605 (1) j 1 W ar nin g Si gn s 450 mm W2-4A Intersection and Junction

EachSigns T-Junction

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60S (1) j2 Warning Signs 600 mm W2-4B Intersection and Junction


60S (1) j3 Warning Signs 750 mm W2-4C Intersection and Junction


60S (1) j4 Warning Signs 900 mm W2-4D Intersection and Junction


60S (1) k1 Warning Signs 450 mm W2-5A


EachSigns V-Junction

60S (1) k2 Warning Signs 600 mm W2-5B Intersection and Junction


60S (1) k3 Warning Signs 750 mm W2-5C Intersection and Junction


60S (1) k4 Warning Signs 900 mm W2-5D Intersection and Junction

EachSigns Y-Junction

Intersection and Junction60S (1) 11 Warning Signs 450 mm W2-6A Signs Side Road Junction L Each

or R

Intersection and Junction60S (1) 12 Warning Signs 600 mm W2-6B Signs Side Road Junction L Each

or RIntersection and Junction

60S (1) 13 Warning Signs 750 mm W2-6C Signs Side Road Junction L Each

or R

Intersection and Junction60S (1) 14 Warning Signs 900 mm W2-6D Signs Side Road Junction L Each

or R

60S (1) m1 Warning Signs 450 mm W2-7A Intersection and Junction

EachSigns Runabout Ahead

60S (1) m2 Warning Signs 600 mm W2-7B



60S (1) m3 Warning Signs 750 mm W2-7C Intersection and Junction


60S (1) n1 Warning Signs 600 mm W2-8B Intersection and Junction

EachSigns Priority Junction

Page 26 VOL I I

I t ti d J ti


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605 (1) n2 Warning Signs 750 mm W2-8C Intersection and Junction


605 (1) n3 Warning Signs 900 mm W2-8D Intersection and Junction


605 (1) 01 Warning Signs 600 mm W2-9B Intersection and Junction

EachSigns Priority Merging

605 (1) 02 Warning Signs 750 mm W2-9C Intersection and Junction

Each

Signs Priority Merging

605 (1) 03 Warning Signs 900 mm W2-9D Intersection and Junction

EachSigns Priority Merging

605 (1) p1 Warning Signs 450 mm W2-lOA Intersection and Junction

EachSigns Priority Cross

605 (1) p2 Warning Signs 600 mm W2-10B Intersection and Junction


605 (1) p3 Warning Signs 750 mm W2-10C Intersection and Junction


605 (1) p4 Warning Signs 900 mm W2-10D Intersection and Junction


Advance Warning of Traffic

605 (1) q1 Warning Signs 600 mm W3-1A Control Device Signs Each

Sianals AheadAdvance Warning of Traffic

605 (1) q2 Warning Signs 750 mm W3-1B Control Device Signs Each

Sinnals AheadAdvance Warning of Traffic

605 (1) q3 Warning Signs 900 mm W3-1C Control Device Signs Each

Sinnals Ahead


605 (1) q4 Warning Signs 1200 mm W3-lD Control Device Signs EachSian;:Jl~Ahe;:Jd


605 (1) r 1 W ar nin g Si gn s 450 mm W3-2A Control Device Signs Stop Each

Sinn Ahead


605 (1) r2 Warning Signs 600 mm W3-2B Control Device Signs Stop Each

Sian Ahead

Page 27 VOL I I



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60S (1) sl W ar nin g Si gn s 750 mm W3-2C Control Device Signs Stop Each

Sian Ahead


60S (1) s2 Warning Signs 450 mm W3-3A Control Device Signs Give Each

Way Sign Ahead


60S (1) s 3 Wa rn in g S ig ns 600 mm W3-3B Control Device Signs Give Each

Way Sign Ahead


60S (1) s4 Warning Signs 750 mm W3-3C Control Device Signs Give Each

Way Sign Ahead

60S (1) t1 Warning Signs 450 mm W4-1A Road Width Sign Narrow

EachBridae

60S (1) t2 Warning Signs 600 mm W4-1BRoad Width Sign Narrow

EachBridae

60S (1) t 3 W ar nin g Si gns 750 mm W4-1CRoad Width Sign Narrow

EachBridae

60S (1) t4 Warning Signs 450 x 700 mm W4-1PARoad Width Sign Narrow

EachBridae

60S (1) t5 Wa rn ing Si gn s 600 x 900 mm W4-1PB

Road Width Sign NarrowEach

Bridae

60S (1) t6 Wa rn ing S ig ns 750 x 1200 mm W4-1PCRoad Width Sign Narrow

EachBridae

60S (1) u 1 Wa rn in g S ig ns 450 mm W4-2ARoad Width Sign Road

EachNarrows

60S (1) u2 Warning Signs 600 mm W4- 2BRoad Width Sign Road

EachNarrows

60S (1) u3 Warning Signs 750 mm W4-2CRoad Width Sign Road

EachNarrows

60S (1) u 4 W ar nin g S ign s 450 x 700 mm W4-2PARoad Width Sign Road

EachNarrows

60S (1) uS War ni ng Signs 600 x 900 mm W4- 2PBRoad Width Sign Road

EachNarrows

60S (1) u6 Warning Signs 750 x 1200 mm W4-2PC Road Width Sign Road EachNarrows

60S (1) v1 Warning Signs 450 mm W4-3A Road Width Sign Divided

EachRoad

60S (1) v2 Warning Signs 600 mm W4- 3BRoad Width Sign Divided

EachRoad

60S (1) v3 Warning Signs 750 mm W4- 3CRoad Width Sign Divided

EachRoad

Page 28 VOL I I

605 (1) v4 Warning Signs 900 mm W4- 3D Road Width Sign Divided

Each


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605 (1) v4 Warning Signs 900 mm W4- 3D EachRoad

605 (1) w1 Warning Signs 450 mm W4-4A Road Width Sign End

EachDivided Road

605 (1) w2 Warning Signs 600 mm W4-4B Road Width Sign End

EachDivided Road

605 (1) w3 Warning Signs 750 mm W4-4C Road Width Sign End

EachDivided Road

605 (1) w4 Warning Signs 900 mm W4-4D Road Width Sign End

EachDivided Road

605 (1) xl Warning Signs 600 mm W5-1B

Road Obstacle Signs

EachOoenine Bridee

605 (1) x 2 W ar ni ng S ig ns 750 mm W5-1C Road Obstacle Signs

EachODenine Bridee

605 (1) y1 Warning Signs 450 mm W5-2A Road Obstacle Signs

EachUneven Road

605 (1) y2 Warning Signs 600 mm W5-2B Road Obstacle Signs

EachUneven Road

605 (1) y3 Warning Signs 750 mm W5-2C Road Obstacle Signs

EachUneven Road

605 (1) y4 Warning Signs 900 mm W5-2D Road Obstacle Signs

EachUneven Road

605 (1) z l W arn ing S ig ns 450 mm W 5- 3 A R o ad O bs ta cl e S ig ns H um p Each

605 (1) z 2 W ar ni ng S ig ns 600 mm W 5- 3 B R o ad O bs ta cl e S ig ns H um p Each

605 (1) z 3 W ar ni ng S ig ns 750 mm W5-3C Road Obstacle Signs Hump Each

605 (1) z 4 W ar ni ng S ig ns 900 mm W 5- 3 D R o ad O bs ta cl e S ig ns H um p Each

605 (1) a a1 W ar ni ng S ig ns 600 mm W5-4B Road Obstacle Signs Steep

EachDescent

605 (1) a a2 W a rn in g S ig ns 750 mm W5-4C Road Obstacle Signs Steep

EachDescent

605 (1) aa3 Warning Signs 900 mm W5-4D Road Obstacle Signs Steep

EachDescent

605 (1) ab1 Warning Signs 450 mm W5-5A Road Obstacle Signs Steep

Each

Climb605 (1) ab2 Warning Signs 600 mm W5-5B

Road Obstacle Signs SteepEach

Climb

605 (1) a b3 W a rn in g S ig ns 750 mm W5-5C Road Obstacle Signs Steep

EachClimb

605 (1) ac1 Warning Signs 450 mm W5-6A Road Obstacle Signs Spill

EachWav

605 (1) ac2 Warning Signs 600 mm W5-6B Road Obstacle Signs Spill

EachWav

Page 29 VOL I I

605 (1) 3 W i SiRoad Obstacle Signs Spill


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605 (1) ac3 Warning Signs 750 mm W5-6C Road Obstacle Signs Spill

EachWay

605 (1) ac4 Warning Signs 900 mm W5-6D Road Obstacle Signs Spill

EachWay

605 (1) ad1 Warning Signs 450 mm W5-7A Road Obstacle Signs Flood Each

605 (1) ad2 Warning Signs 600 mm W5-7B Road Obstacle Signs Flood Each

605 (1) ad3 Warning Signs 750 mm W5-7C Road Obstacle Signs Flood Each

605 (1) ad4 Warning Signs 900 mm W5-7D R oa d O bs ta cl e S ig ns F lo od E ac h

605 (1) ae1 Warning Signs 600 mm W5-8B Road Obstacle Signs

EachFallina Rocks L or R

605 (1) ae2 Warning Signs 750 mm W5-8C Road Obstacle Signs


605 (1) ae3 Warning Signs 900 mm W5-8D Road Obstacle Signs


605 (1) afl Warning Signs 450 mm W5-9A Road Obstacle Signs

EachSIiDDerv Road

605 (1) af2 Warning Signs 600 mm W5-9B Road Obstacle Signs

EachSIiDDerv Road

605 (1) af3 Warning Signs 750 mm W5-9C Road Obstacle Signs

EachSIiDDerv Road

605 (1) af4 Warning Signs 900 mm W5-9D Road Obstacle Signs

EachSlinnerv Road

605 (1) af5 Warning Signs 45 0m m X 7 00 m m W 5-9PA Road Obstacle Signs

EachSIiDDerv Road

605 (1) af6 Warning Signs 60 0m m X 9 00 m m W 5-9P B Road Obstacle Signs

EachSIiDDerv Road

605 (1) afl Warning Signs 7 50 mm X 1 200 m m W 5-9PC Road Obstacle Signs

EachSIiDDerv Road

605 (1) ag1 Warning Signs 600 mm W5-10B Road Obstacle Signs

EachAnimal Crossina

605 (1) ag2 Warning Signs 750 mm W5-10C Road Obstacle Signs

EachAnimal Crossino

605 (1) ag3 Warning Signs 900 mm W5-10D Road Obstacle Signs

EachAnimal Crossino

605 (1) ah1 Warning Signs 450 mm W5-11A Road Obstacle Signs

EachAircraft:

605 (1) ah2 Warning Signs 600 mm W5-11B Road Obstacle Signs

Each. Aircraft:605 (1) ah3 Warning Signs 750 mm W5-11C

Road Obstacle SignsEach

Aircraft:

605 (1) ah4 Warning Signs 900 mm W5-11D Road Obstacle Signs

EachAircraft:

Page 30 VOL I I

Pedestrian and School

605 (1) ail Warning Signs 600mm X 600 mm W 6 1 B S ig ns P ed es tr ia n C ro ss in g Each


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605 (1) ail Warning Signs 600mm X 600 mm W 6 -1 B S ig ns P ed es tr ia n C ro ss in g Each

AheadPedestrian and School

605 (1) ai2 Warning Signs 750mm X 750 mm W6-1C Signs Pedestrian Crossing Each

Ahead


605 (1) ai3 Warning Signs 420mm X 675 mm W6-1P Signs Slow Down Each

Pedestrian Crossing Ahead

605 (1) ajl Warning Signs 600mm X 600 mm W6-2B


EachSians Children Crossina

605 (1) aj2 Warning Signs 750mm X 750 mm W6-2C Pedestrian and School

EachSians Children CrossinaPedestrian and School

605 (1) akl Warning Signs 300mm X 450 mm W6-3 Signs Cross O nly A t Ped Each

XinaPedestrian and School

605 (1) all Warning Signs 450mm X 450 mm W6-4A Signs Wheel Chair Each

CrossinaPedestrian and School

605 (1) a l2 W ar ni ng S ig ns 600mm X 600 mm W6-4B Signs Wheel Chair Each

CrossinaPedestrian and School

605 (1) a l3 W a rn in g S ig ns 750mm X 750 mm W6-4C Signs Wheel Chair EachCrosc:;ina

605 (1) aml Warning Signs 400mm X 900 mm W6-5A Pedestrian and School

EachSians Bike Lane Ahead

605 (1) am2 Warning Signs 600mm X 900 mm W6-5B Pedestrian and School

EachSians Bike Lane Ahead

Railroad Cross Railway Level Crossing

605 (1) anl Warning SignsPosition

W7-1 Signs Railroad Crossing Each

PositionRailway Level Crossing

605 (1) a ol W ar ni ng S ig ns 600 mm W7-2B Signs Railway Crossing Each

without sianalRailway Level Crossing

605 (1) ao2 Warning Signs 750 mm W 7-2 C S ig ns R ai lw ay C ro ss in g Each


605 (1) ao3 Warning Signs 900 mm W7-2D Signs Railway Crossing Each


605 (1) apl Warning Signs 600 mm W7-3B Signs Railway Crossing Each

with sianal

Page 31 VOL I I

Railway Level Crossing


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605 (1) ap2 Warning Signs 750 mm W7-3C Signs Railway Crossing Each

with sianal

Railway Level Crossing

605 (1) ap3 Warning Signs 900 mm W7-3D Signs Railway Crossing Each

with sianal

Railway Level Crossing605 (1) aq1 Warning Signs 700mm X 900 mm W7-4 Signs Alternative Railway Each

Crossing Position

605 (1) ar1 Warning Signs 600mm X 400 mm W8-1A Supplementary Signs

EachAdvisorv Sneed

605 (1) ar2 Warning Signs 750mm X 500 mm W8-1B Supplementary Signs

EachAdvisorv SnPPrI

605 (1) ar3 Warning Signs 900mm X 600 mm W8-1C Supplementary Signs

EachAdvisorv SnPed

605 (1) as1 Warning Signs 600mm X 400 mm W8- 2A Supplementary Signs On

EachSide Road

605 (1) as2 Warning Signs 750mm X 500 mm W8-2B Supplementary Signs On

EachSide Road

605 (1) as3 Warning Signs 900mm X 600 mm W8-2C Supplementary Signs On

EachSide Road

605 (1) aU Warning Signs 600mm X 200 mm W8- 3A Supplementary Signs

EachDistance ... m

605 (1) at2 Warning Signs 750mm X 250 mm W8-3B Supplementary Signs Each

Distance ... m

605 (1) at3 Warning Signs 900mm X 300 mm W8- 3C Supplementary Signs

EachDistance ... m

605 (1) au1 Warning Signs 600mm X 200 mm W8-4A Supplementary Signs

EachDistance ... km

605 (1) au2 Warning Signs 750mm X 250 mm W8-4B Supplementary Signs

EachDistance ... km

605 (1) au3 Warning Signs 900mm X 300 mm W8-4C Supplementary Signs

EachDistance ... km

605 (1) av1 Warning Signs 600mm X 400 mm W8-5A Supplementary Signs

EachWhen Wet

605 (1) av2 Warning Signs 750mm X 500 mm W8-5B Supplementary Signs

Each

When Wet605 (1) av3 Warning Signs 900mm X 600 mm W8-5C

Supplementary SignsEach

When Wet

605 (1) awl Warning Signs 6 00 mm X 2 00 m m W 8- 6A S up pl em en ta ry Si gn s Bl in d Each

605 (1) aw2 Warning Signs 7 50 mm X 2 50 mm W 8- 6B Su pp le me nt ar y Si gn s B li nd Each

605 (1) aw3 Warning Signs 900mm X 300 mm W8- 6C Suppl ementary Signs Bli nd Each, . . . , . . . . ",.-,-,~. . ""'--.~'.

Page 32 VOL I I

605 (1) axl Warning Signs 600mm X 200 mm W8-7A S up pl em en ta ry S ig ns Ag ed Ea ch


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605 (1) ax2 Warning Signs 750mm X 250 mm W8-7B S up pl em en ta ry S ig ns Ag ed Ea ch

605 (1) ax3 Warning Signs 900mm X 300 mm W8-7C Supplementary Signs Aged Each

605 (1) ayl Warning Signs 600mm X 400 mm W8-8A Supplementary Signs

EachPlavaround

605 (1) ay2 Warning Signs 750mm X 500 mm W8-8B Supplementary Signs

EachPlavaround

605 (1) ay3 Warning Signs 900mm X 600 mm W8-8C

Supplementary Signs

EachPlavaround

605 (1) azl Warning Signs 600mm X 200 mm W8-9A Supplementary Signs

EachSchool

605 (1) az2 Warning Signs 750mm X 250 mm W8-9B Supplementary Signs

EachSchool

605 (1) az3 Warning Signs 900mm X 300 mm W8-9C Supplementary Signs

EachSchool

605 (1) bal Warning Signs 600mm X 200 mm W8- 10A Supplementary Signs

EachDisabled

605 (1) ba2 War ni ng Signs 750mm X 250 mm W8- 10B Supplementary Signs

EachDisabled

605 (1) ba3 Warning Signs 900mm X 300 mm W8- 10C Supplementary Signs

EachDisabled

Otherr Warning Signs605 (1) bbl Warning Signs 1500mm X 600 mm W9- 1A Vertical Clearance; Each

CLEARANCE

Other Warning Signs

605 (1) bb2 Warning Signs 1950mm X 600 mm W9-1B Vertical Clear ance; LOW Each

CLEARANCE

605 (1) bb3 Warning Signs 1060mm X 600 mm W9-2A Other Warning Signs Slow

EachDown Accident Prone Area

Other Warning Signs

605 (1) bb4 Warning Signs 1060mm X 600 mm W9-2B Bumagal Madalas Ang Each

Aksidente Dito

Other Warning Signs Slow

605 (1) bb5 Warning Signs 1060mm X 600 mm W9-3 Down Merging Traffic Each

Ahead

605 (1) bb6 War ni ng Signs 950mm X 600 mm W9-4 Other Warning Signs Lane

EachEnds - Merae Left

605 (1) bb7 War ni ng Signs 1060mm X 600 mm W9-5 Other Warning Signs Slow

EachDown Weighbridge Ahead

605 (2) al Reaul ator v Sians 450 x 450 mm Rl-1A Priority Sians StOD Each605(2) a2 Reaul ator v Sians 600 x 600 mm Rl-1B Priority Sians StOD Each

Page 33 VOL I I

605 2 a 3 Re(]ulatorv Siclns"" ~.. ~"-'-c.........~~__

750 x 750 mm R1-1C Priority Sians Stoo Each

605 2 a4 R l t Si 900 900 R1 lD Priority Sians Stoo Each


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605 2 a4 Reaulatorv Sians 900 x 900 mm R1-lD Priority Sians Stoo Each

605 2 b1 Reaul ator v Sians 600 mm Rl-2A Priority Sians Give Wav Each

605 2 b2 Reaulatorv Sians 750 mm R l- 2B P ri or it y S ia ns Gi ve W av Each

6 05 2 b3 Reaulatorv Sians 900 mm Rl-2C Priority Sians Give Wav Each

605 2 b4 Reaulatorv Sians 640 x 900 mm R 1- 2 P P ri or it y S ia ns Gi ve W av Each

605 (2) c1 Regulatory Signs 500 x 750 mm Rl-3Priority Signs Left Turner

EachMust Give Wav

605 (2) d1 Regulatory Signs 450 mm R2-1A Direction Signs NO TURNS;

EachDisc Tvoe

605 (2) d2 Regulatory Signs 450 mm R2-2ADirection Signs ONE WAY;

EachDisc Tvoe

605 (2) d3 Regul ator y Signs 450 mm R2-3A Direction Signs KEEP

EachRIGHT' Disc Tvoe

605 (2) d4 Regulatory Signs 450 mm R2-4A Direction Signs LANE

EachSPLIT' Disc Tvoe

605 (2) d5 Regul ator y Signs 450 mm R2-5ADirection Signs ALL

EachTRAFFIC' Disc Tvoe

605 (2) d6 Regul ator y Signs 450 mm R2-6A Direction Signs MERGING

EachTRAFFIC; Disc Type

605 (2) d7 Regulatory Signs 450 mm R2-7ADirection Signs TWO WAY;

EachDisc Tvoe

605 (2) e1 Regulatory Signs 600 mm R2-1BDirection Signs NO TURNS;

EachDisc Tvoe

605 (2) e2 Regulatory Signs 600 mm R2-2BDirection Signs ONE WAY;

EachDisc Tvoe

605 (2) e3 Regul ator y Signs 600 mm R2-3BDirection Signs KEEP


605 (2) e4 Regulatory Signs 600 mm R2-4BDirection Signs LANE


605 (2) e5 Regulatory Signs 600 mm R2-5BDirection Signs ALL

EachTRAFFIC: Disc Tvoe

605 (2) e6 Regul ator y Signs 600 mm R2-6B Direction Signs MERGING


605 (2) e7 Regulatory Signs 600 mm R2-7B Direction Signs TWO WAY;

EachDisc Tvoe

605 (2) f1 Regulatory Signs 750 mm R2-1CDirection Signs NO TURNS;

EachDisc Tvoe

605 (2) f2 Regulatory Signs 750 mm R2-2CDirection Signs ONE WAY;

EachDisc Tvne

605 (2) f3 Regulatory Signs 750 mm R2-3CDirection Signs KEEP


605 (2) f4 Regulatory Signs 750 mm R2-4CDirection Signs LANE


Page 34 VOL II

605 (2) fS Regulatory Signs 750 mm R2-5C Direction Signs ALL

EachTRAFFIC' Disc Tvoe


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605 (2) f6 Regulatory Signs 750 mm R2-GC Direction Signs MERGING


605 (2) f7 Regulatory Signs 750 mm R2-7C Direction Signs TWO WAY;

EachDisc Tvoe

605 (2) g1 Regulatory Signs D isc S iz e 40 0 m m R2 -1P A Direction Signs NO TURNS;

EachPlate Type; 450 x 750 mm

605 (2) g2 Regulatory Signs D isc Siz e 40 0 m m R 2-2 PA Direction Signs ONE WAY;

EachPlate Type; 450 x 750 mm

Direction Signs KEEP605 (2) g3 Regulatory Signs D isc Siz e 4 00 m m R 2- 3P A R IG HT; Plate Type; 45 0 x Each

750 mmDirection Signs ALL

605 (2) g4 Regulatory Signs D isc Siz e 4 00 m m R2 -5 PA TRAFFIC; Plate Type; 450 Each

x 750 mm

Direction Signs MERGING605 (2) g5 Regulatory Signs D isc Siz e 4 00 m m R 2-6 PA TRAFFIC; Plate Type; 450 Each

x 750 mm

605 (2) h1 Regulatory Signs 450 x 750 mm R2-7PA Other Directional Signs

Each

TWO WAY

605 (2) h2 Regulatory Signs 900 x 700 mm R2-7S Other Directional Signs

EachSALUBONG NA TRAPIKO

Other Directional Signs605 (2) h3 Regulatory Signs 450 X 750 mm R2-8A (R) R IGHT LA NE M UST TU RN Each

RIGHTOther Directional Signs

605 (2) h4 Regulatory Signs 450 X 750 mm R2-8A (L) LEFT LANE MUST TURN Each

LEFTOther Directional Signs

605 (2) h5 Regulatory Signs 6 00 X 1 00 0 m m R 2-8B (R ) R IG HT LA NE M UST TUR N Each

RIGHTOther Directional Signs

605 (2) h6 Regulatory Signs 6 00 X 1 00 0 m m R 2-8 B (L ) LEFT LANE MUST TURN Each

LEFTProhibitive or Restrictive

605 (2) i1 Regulatory Signs 600 mm R3-1A Signs No Entry for All Each

VehiclesProhibitive or Restrictive

605 (2) i2 Regulatory Signs 750 mm R3-1B Signs No Entry for All Each

Vehicles

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Prohibitive or Restrictive

605 (2) i3 Regulatory Signs 400 x 600 mm R 3- 1P A S ig ns N o En tr y f or A ll Each


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605 (2) i3 Regulatory Signs 400 x 600 mm R 3 1P A S ig ns N o En tr y f or A ll Each

Vehicles

Prohibitive or Restr

Documents

DO_096_s2016 Standard Pay Items