Department of Transportation and Infrastructure

StandardSpecifications

for Highway Construction

January 2015

JA

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000 - 900 - ndard ntract

of the

DEPA

Janua

100 101 102 103 106 107 108 116 121 130 131 136 137

200 201 203 204 205 208 210 231 259

ARTMENT

ary, 2015

Table of CoClearing Grubbing Removing Common EUnclassifieSolid Rock Ditching Borrow Metal Pipe Metal Pipe Subdrain Subdrain O

Table of CoProduction Aggregate Shoulder MFine GradinCold MillingShoulder RShoulder SBituminous

STANof TRANS

000000

ontents

Isolated TreeExcavation d Excavation Excavation

- Large

Outlet

ontents of Highway ABase/Subbas

Material ng g - Asphalt Co

Rumble Strips Subdrain s Tack Coat

NDARD SPPORTATIO

TA

STANDA

DIVISIO

000 Table o001 Termino002 Abbrev003 Definitio005 Authorit006 Permits

DIVI

s

DIVISION 20

Aggregates se

oncrete

ECIFICATION and INF

ABLE OF CON

ARD SPEC

ON 000 - INTR

of Contents ology iations ons ty of the Engi

s

ISION 100 - G

00 - PAVEME

IONS FRASTRUC

NTENTS

CIFICATION

RODUCTION

ineer

GRADING

140 Con141 Con142 Prec161 Foun166 Bac167 Bac169 Indu182 Cha186 Rem191 App199 Stan

ENT STRUCT

260 Asp261 Asp262 Part263 Full 264 Micr265 Chip267 Pulv284 Sho299 Stan

CTURE

NS

N

ncrete Pipe ncrete Pipe - Lcast Concretendation Excakfilling Aroundkfill For Struc

uced Trench ain Link Fencemoval of Fenclication of Wa

ndard Drawing

TURE

halt Concretehalt Concretetial Depth RecDepth Recyc

ro Surfacing p Seal verizing ulder Process

ndard Drawin

Large e Box Culvertvation d Structures

ctures

e ce ater gs

e - Method Spe - (ERS) cycling cling

sing gs

Page 1 of 5

pecification

DEPA

Janua

300 301 302 304 305 311 312 321 322 331 332 335 341 342

400 401 404 406 407 408 409 410

ARTMENT

ary, 2015

Table of CoPortland CeConcrete inReinforcingTension SpSteel H PileSteel Pipe Steel SheeExcavationPrecast PrePost-TensioSteel SupeSteel LaminBridge Pot

Table of CoStorm SewPrecast CaSluice Box Frame WithAdjustmentRelocation Paving Cat

STANof TRANS

ontents ement Concren Structures g Steel plices es Piles

et Pile Cofferd Within Coffeestressed Cooning System

erstructure nated BearingBearings

ontents wer Pipe atch Basin

h Grate or Cot of Catch Basof Catch Bas

tch Basin Apr

NDARD SPPORTATIO

TA

DIVISI

ete

dams erdams ncrete Beams

m

gs

DIVIS

over sins and Mansin on

ECIFICATION and INF

ABLE OF CON

ON 300 - STR

s

SION 400 - M

nholes

IONS FRASTRUC

NTENTS

RUCTURES

343 Sea344 Fing345 Stee346 Guid348 Serv351 Wat361 Sho365 Eng366 Free371 Rem372 Rem381 Rem399 Stan

MUNICIPAL

415 Pipe416 Curb419 Con420 Asp423 Rem424 Rem425 Rem499 Stan

CTURE

led Expansioger Joint Asseel Ballastwall de Rail Systevice Duct - Stterproofing

oring ineered Fill e-Draining Bamoval of Asphmoval of Concmoval of Strucndard Drawin

e Zone Materib and Gutter

ncrete Sidewahalt Sidewalk

moval of Curbmoval of Sidewmoval of Undendard Drawin

on Joint Assememblies Angle m - Structuretructures

ackfill halt Concrete crete ctures gs

ial

alk k and Gutter walk erground Servgs

Page 2 of 5

mblies

es

- Structures

vices

DEPA

Janua

500 510 511 512 513 515

516

520 529 530 531 532 533 534 538 539 540

600 601 602 603 604 605 606 607 608 609 610 611 612

ARTMENT

ary, 2015

Table of CoGuide PostRemoval ofGuide Rail Removal ofEnergy-Abs

Removal ofTerminal Cast-in-PlaConcrete EUnder RoaUndergrounUndergrounPower PoinRemoval ofScrew BaseRemoval ofSign or Lig

Table of CoGeotextile Sediment CFilter ScreeJute Mats Erosion CoRemoval ofGabions Random RRock Weir Armour StoIndividual RGravel for F

STANof TRANS

DI

ontents ts f Guide Posts

f Guide Rail sorbing Guide

f Energy-Abs

ace Concrete Encased Roaddbed Duct nd Duct nd Junction Bnt f Power Pointe f Screw Baseht Base

ontents

Control Fenceen

ontrol Structurf Erosion Con

iprap

one ProtectionRock PlacemeFish Habitat

NDARD SPPORTATIO

TA

IVISION 500

s

e Rail Termin

orbing Guide

Barrier dbed Duct

Box

t

e

DIVISION

e

re ntrol Structure

n ent

ECIFICATION and INF

ABLE OF CON

- TRAFFIC C

al

Rail

N 600 - ENVI

e

IONS FRASTRUC

NTENTS

CONTROL DE

541 Rem542 Ligh543 Rem544 Med545 Rem550 Sign551 Rem552 Roa553 Rem554 Ove555 Ove556 Rem557 Ove558 Rem571 Pave576 Con599 Stan

RONMENTA

613 Tops614 Hyd615 Fert616 Mulc617 Roo618 Tree620 Tem621 Tem622 Fish623 Culv630 Soil 699 Stan

CTURE

EVICES

moval of Sign ht Standard moval of Lightdian Flashing moval of Medin Post moval of Sign adside Sign moval of Roaderhead Sign Serhead Sign Smoval of Overerhead Sign moval of Overement Markin

nstruction Trafndard Drawin

AL

soil roseeding tilizing ching

ot Wads es and Shrub

mporary Watemporary Wateh Rescue vert Erosion PReinforceme

ndard Drawin

or Light Base

t Standard Light an Flashing L

Post

dside Sign Structure FounStructure rhead Sign St

rhead Sign ngs ffic Control gs

s r Barrier r Control Wor

Protection ent gs

Page 3 of 5

e

Light

ndation

tructure

rks

DEPA

Janua

800 801 802 806 807 808

900 905 906 907 908 912 913 916 917 918 919 921 922 926 927 928 931 932 933

ARTMENT

ary, 2015

Table of CoHaulage - SHaulage - AOverhaul - Overhaul - Overhaul -

Table of CoSchedulingWork ScheSubcontracSupply of MHiring PracInsurance SSigns Traffic ConDetours MaintenancConstructioPits and QuExaminatioAsphalt CoGeotechnicScales andPrivate TruHeavy Equ

STANof TRANS

DI

ontents Soil, Rock andAsphalt ConcCommon ExcUnclassified Solid Rock E

ontents g edule ctors Materials ctices Schedule

trol Persons

ce of Traffic Fon Roads uarries

on of Soils Infooncrete Core Dcal Instrumend Weighing Prcks ipment

NDARD SPPORTATIO

TA

DIV

IN

IVISION 800

d Aggregaterete cavation Excavation

Excavation

DIVISION 90

Flow

ormation Data tation rocedures

ECIFICATION and INF

ABLE OF CON

ISION 700 - L

LIBRARNTERNAL US

- PAYMENTS

00 - STANDA

IONS FRASTRUC

NTENTS

LIBRARY

RY SE ONLY

S & ADJUST

810 Fixe811 Forc812 Extr820 Pay821 Adju825 Mob

ARD CONDIT

934 Bac936 Com941 Line946 Wor947 Disp948 Env951 Wor952 Safe953 Aud956 Con957 Fals958 Form961 Part962 Valu971 Adv996 Limi997 Spe998 Com999 Stan

CTURE

TMENTS

ed Rates ce Account ra Work ment Adjustmustment for Asbilization

TIONS

k - Up Alarmsmpaction es and Gradesrk Progressioposal Areas ironmental Rerking Conditioety Support Sited Safety P

nstruction Drasework mwork tnering ue Engineerinisements ited Funds cified Work

mpletion Date ndard Drawin

ments sphalt Binder

s

s n

equirementsons Systems rogram

awings and Ca

ng

gs

Page 4 of 5

r Price

alculations

DEPA

Janua

ARTMENT

ary, 2015

Sho Sta

- Ar- Te- G

Ins For Pla Affi

STANof TRANS

ort Form Contandard Constrrticles of Agreerms of Paymeneral Conditurance Schedrm of Tender

ans and Standidavit I

NDARD SPPORTATIO

TA

tract ruction Contraeement ment A tions B dule E F

dard Specificat

S

STANDA

ECIFICATION and INF

ABLE OF CON

APPEND

act

tions G

SUBJECT IN

ARD DRAW

IONS FRASTRUC

NTENTS

DIX

NDEX

WING INDE

CTURE

EX

Page 5 of 5

DEPA TABLE

Janua

IT

0

0

0

0

0

ARTMENT

E OF CONTE

ary, 2015

TEM

001 T

002 A

003 D

005 A

006 P

STANof TRANS

ENTS

Terminology .

Abbreviations

Definitions ....

Authority of th

Permits .........

NDARD SPPORTATIO

DESCR

.....................

....................

.....................

e Engineer ..

.....................

ECIFICATION and INF

INTRODUCTIO

RIPTION

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.....................

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IONS FRASTRUC

ON

............

............

...........

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CTURE

NUMBEPAGE

2

4

5

1

1

DI

R OF ES

VISION 000

Page 000-1

DEPA TERM

Janua

001.1

001.2

001.3

001.4

001.5

ARTMENT

INOLOGY

ary, 2015

TERMINOL

.1 This do

.1 Itemto t

.2 Arti

.2 Whene

that anyrequesunaccedesignfollowed

.3 Unless

shall re

GENDER N

.1 Workingpronouintende

HEADINGS

.1 The heconvenmeanin

PARTICULA

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CONFLICT

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.2 In the e

betwee

STANof TRANS

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ocument is div

m is generallythe Work.

icle is used to

ver in the Coything is, donsted, deemeptable, sati

nated, and sud by the word

otherwise spfer to this doc

NOTATION

g titles havinns such as he

ed to refer to p

S, TITLES and

adings, titles ience and for

ng of the Stand

AR SPECIFIC

lar Specificaticument and a

lar Specificati

S IN CODES

ver a conflict her referencee, the most str

event of a conen the choices

NDARD SPPORTATIO

vided into spec

y used with te

o reference an

ontract Docume or to be domed necesisfactory, unuch similar exds by the Eng

pecified in thecument.

ng a mascule, his and him

persons of eith

d CAPTIONS

and captionsr the ease of rdard Conditio

CATIONS

ions are definre particular a

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AND STAND

in interpretated documentringent require

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ECIFICATION and INF

INTRODUCTIO

cific Items.

ext that conta

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ments and in done, if, as, whsary, perm

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e text, all refe

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s appearing inreference onlyns, Specificat

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DARDS

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IONS FRASTRUC

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ains reference

of an Item.

documents reen, or where mitted, su suspendeden the expreshe Engineer

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such as woin these Spe

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n this documey and in no wations and/or th

fications adopo a Contract.

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on or directiobut not limiteapply to the W

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pecifications,

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pted subsequ

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ave the samemay be.

Items, Tables

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n inserted as it or enlarge tSpecifications

uent to the pu

ver in conflict t

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ITEM: 001

Page 001-1

ance related

is provided , directed, acceptable, specified,

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ublication of

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001

RMINOLOGY

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1.6 CROSS

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-REFERENC

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STANMENT of TR

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portant role in ows:

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TRUCTUR

ITEM: 00

January, 20

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DEPA ABBR

Janua

002.1

ARTMENT

REVIATIONS

ary, 2015

ABBREVIA

.1 WherevContrac

AAACAISANAPASASAWBPCGCACSCWDEDTDFMTOPPCPCSSTRSI

AACHCACECHCSCSDREMEOEPESAGCLOPCPE PVRARCROSP

STANof TRANS

ATIONS

ver the followct Documents

SHTO CI SI SI EGNB CE TM

WS R

GSB AN/CSA SA WB ELG

I O

TO PSS CI CA

PC B

DTW

AP BDC P PA

R MM OS

P AL

C C P

C AP CP OW

CAP

NDARD SPPORTATIO

ing abbreviatis, their intent a

American AsAmerican CoAmerican IroAmerican NaAssociation oAmerican SoAmerican SoAmerican WeBureau of PuCanadian GeCanadian StaCanadian StaCanadian WeDepartment oDepartment oDepartment oMinistry of TrOntario ProviPrestressed CPortland CemSteel StructuTransportatioInternational

Average AnnCreosote HarCorrugated ACommon ExcCanadian HigAluminum CoAluminum CoDimension REnvironmentaEquivalent OEnvironmentaEquivalent SiGeneral CondLimit of ContrPre-cast ConPolyethylenePolyvinyl ChlReclaimed AsReinforced CRight of WayStructural Pla

ECIFICATION and INF

INTRODUCTIO

ions or terms and meaning s

Org

sociation of Soncrete Institutn and Steel In

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ment Associatres Painting C

on Research BSystem of Un

ual Daily Trafrdwood

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ncrete Pipe

oride sphalt Pavem

Concrete Pipe

ate Corrugate

IONS FRASTRUC

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are used in tshall be as fo

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State Highwayte nstitute ards Institute al Engineers aEngineers ing and Matery Department of ards Board ociation ociation u nt and Local Gtion and Infrasand Oceans of Ontario rd Specificatiotitute tion Council Board nits

Terms

ffic

oy Pipe

e Design Codeated Steel Pipel Pipe-Archc pipe ent Manual (D

Plan ad the Contract

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the Specificatollows:

y and Transpo

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f Commerce

Government (structure (New

on

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DTI)

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ITEM: 002

Page 002-1

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on metric termandard Speci

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square

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ANDARD SRANSPORT

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um Coated Cated Aluminiuum Coated C

n trol Manual (D

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s for the measherwise noted

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e millimetre

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mm

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kJ

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TRUCTUR

ITEM: 00

January, 20

ion available

Work carried

in which they

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mbol

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DEPA ABBR

Janua

ARTMENT

REVIATIONS

ary, 2015

Physi

Light

Mass

Perme

Powe

Press

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Temp

Time

Torqu Unit W

STANof TRANS

ical Quantity

eability

r

sure

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perature

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ECIFICATION and INF

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Com

millimetre

metre

kilometre

lux

kilolux

milligram

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kilogram

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metre per

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kilowatt

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kilonewto

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IONS FRASTRUC

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ts

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mm

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N/m2

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ITEM: 002

Page 002-3

ol

AB

Pag

BBREVIATION

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Ph

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STAMENT of TR

INTRODUC

C

metre

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ANDARD SRANSPORT

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TRUCTUR

ITEM: 00

January, 20

mbol

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RE

02

15

DEPA DEFIN

Janua

003.1

003.2

ARTMENT

NITIONS

ary, 2015

DESCRIPT

.1 The folmeanin

.2 Where

meaninof a cap

.3 Where

standarhaving

DEFINITIO

Actual Basimark-uemploy

Addendum Aggregate

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STANof TRANS

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llowing wordsng ascribed to

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gth - the greaof abutment w

th - the cleaen the bottom

rder - a writtect Documentsf payment and

Date - the eted.

NDARD SPPORTATIO

s and phrasethem set out

ed that wordsn this definitiothe first letter

phrases are definition, Comcontext in wh

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layer of crus

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material used

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ECIFICATION and INF

INTRODUCTIO

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ntre of the de

o the centre onner faces of

covering charact and estage.

ch the Contra

ITEM: 003

Page 003-1

all have the ntent.

are to have d by the use

placed on a M D653, and

owances or ated to the

y below the

regate Base

authorized

e the Right-

traffic.

eck between

of the deck f parapet or

anges in the ablishing the

act is to be

DE

Pag

FINITIONS

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Conformwhemea

Contract Contract

emppaym

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for t Day - a c Daylight

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testethe w

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m - compliancere working toans complianc

t - as per the A

tor - the partyployees, who ment of all leg

t Documents neral Conditioenda incorpoh other docuendments to t

- any Structurhe passage o

calendar day

t shall refer a daily basis fr

he fine particed by standarwhole sample

er - the Chief New Brunswiction 1(1) of the

s shall includeer the Contraugh authorizlanations and be given.

ent - all macntenance, and

mpletion of the

d Grade - the g

pe - the Slopeund in case of

y - the whole nded by the a land which t

ork Schedule

DEPARTME

ce with reasoolerances arece with such to

Articles of Ag

y of the first is primarily lia

gal debts perta

- the execuons "B, Staorated into theuments as mhe Contract m

re, not classifiof water under

and shall incl

to the hours rom the Enviro

cles of a masrd sieve analy

e passing the

Engineer of thck otherwise e Contract.

e any personct and shall i

zed assistantdirections ne

chinery, and d also tools aWork.

grade to indic

e between thef a fill.

strip of land Right of Waythe Owner ma

- the Work sc

STAENT of TRA

INTRODUC

onable and ce not specifiedolerances.

reement of th

part to the Cable for the acaining to the W

ted Articles andard Specie Contract bemay be listemade pursuan

ed as a Bridgr any Roadwa

ude all days w

between sunonment Cana

s defined by ysis methods 100 mm sieve

he Departmenamed as th

n authorized binclude withouts, such as ecessary for th

vehicles, tognd apparatus

cate the finishe

e Shoulder an

reserved for ay lines, as at ay from time t

chedule subm

ANDARD SANSPORTA

CTION

ustomary mad. Where wo

e Standard C

Contract actingcceptable perfWork.

of Agreemenifications, Paefore the exeed in the Ant to the prov

ge, and/or draay or driveway

without excep

rise to sunsetada Weather w

the percentaon a sample

e size.

nt of Transpohe Engineer-A

by him/her tout being limiteEngineers,

he satisfactory

gether with th necessary fo

ed Pavement

nd the ditch, o

and secured present, or ao time acquire

mitted per Item

SPECIFICAATION and

anufacturing aorking toleran

Construction C

g directly or formance of t

nt, the Tendearticular Speccution of the

Articles of Agisions of the A

ainage systemy.

tion.

t. Sunrise andwebsite.

age passing ted prepared a

ortation and InArchitect as p

o perform on ed to any persTechnicians, y prosecution

he necessaryor the proper c

elevation of t

or between th

for the use oas said lines e during the p

m 906.

ATIONS d INFRAST

and constructnces are spec

Contract.

indirectly throthe Contract a

er, Terms of cifications, PArticles of A

greement anArticles of Ag

m which provid

d sunset time

he 75 micronand tested on

nfrastructure oper General

her/his behasons acting e

Inspectors, and completi

y supplies foconstruction a

the centre line

he Shoulder a

of the travellinmay be chan

progress of the

TRUCTURE

ITEM: 00

January, 20

tion tolerancecified, Confor

ough agents oand also for th

Payment "APlans and angreement, an

nd subsequegreement.

des an openin

es are availab

n size sieve a the fraction o

of the ProvincConditions B

alf any functioither directly oby whom a

ion of the Wo

or upkeep anand acceptab

e.

and the origin

g public, beinnged to include Contract.

E

03

15

es m

or he

A", ny nd nt

ng

le

as of

ce B

on or all rk

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al

ng de

DEPA DEFIN

Janua

ARTMENT

NITIONS

ary, 2015

Laboratory by the O

Lane - the p Lump Sum

inclusivalthoug

Overbreak

the estaany roc

Overburden

exclusiv Overexcava

Enginee Owner - sha Pavement - Pavement

Subbasload to

Plans - sha

and otdimens

Professiona

practiceand Co

Profile - a c

excavadistinct

Progress E

the Ter Public Holid

New Br Quantity - th

to be uactual Docum

Right-of-Wa Roadbed -

(referen

STANof TRANS

- any official tOwner.

portion of a tra

Price - a Cove for the comgh a Quantity m

- the portion ablished paymck formation e

n - any materive of the grub

ation - all excer.

all be as state

- surface and/

Structure - ase, Aggregatethe Subgrade

all include all ther drawingssions and deta

al Engineer e in the Provinode of Ethics.

charted line intion and gradfrom a plan o

stimate - shams of Payme

day - shall incrunswick Day,

he amount prsed as an estaggregate ofents as determ

ay - the land s

that portion nced from cen

NDARD SPPORTATIO

testing facility

avelled way fo

ontract item fmpletion of themay be given

of any rock wment lines regncountered, o

al that must bbbed material.

cavation beyo

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/or base mixes

all material pe Base and Pe.

graphical reps, or exact ails of the Wor

shall meannce of New B

ndicating gradding Work; takor overhead vi

ll have the sant "A" and the

clude the follo, Labour Day,

resented on thtimate of the f Work perfomined by mea

secured and re

of the Roadntreline).

ECIFICATION and INF

INTRODUCTIO

maintained b

or the moveme

for which paye Work define

in the Contra

which is excaardless of wh

or to any othe

be removed to

ond that spe

eral Condition

s whether Por

placed abovePavement prov

presentations reproductions

rk.

n a qualifiedBrunswick, an

des and distaken along a ciew.

ame meaninge General Con

owing Days o Remembran

he Tender FoWork. Final p

ormed or maasurements m

eserved to the

dway between

IONS FRASTRUC

ON

by the Owner

ent of a single

yment will be ed. Payment act Documents

avated, displachether the excr cause.

o access unde

ecified, perform

ns B section

rtland cement

e the Subgraviding suppor

including but s thereof, w

Professionalnd as defined

ances and usucentreline or o

g as progressnditions B.

only: New Yece Day, and C

orm is to be copayment to theterial furnishe

made by the E

e public for Hi

n the inside

CTURE

or any other t

e line of vehic

made at a sis not based os.

ced, or loosecess is due to

erlying suitab

med without

1(1).

t, asphalt con

ade which wrt for, and the

not limited towhich show

l Engineer reand bound b

ually depth ofother designa

s claim as at

ears Day, GoChristmas Da

onsidered as e Contractor ed in accord

Engineer.

ighway purpo

edges of Slo

testing facility

cles.

single tendereon a measure

ened outside athe inherent c

le constructio

the written o

crete and/or c

would include e distribution o

o Profiles, crothe location,

egistered or by the APEGN

f cut and heigated line. A si

ttributed to it b

ood Friday, Caay.

approximate will be made

dance with th

oses.

opes of ditch

ITEM: 003

Page 003-3

y designated

ed price, all ed Quantity,

and beyond character of

on materials,

order of the

chip seal.

Aggregate of the traffic

oss-sections character,

licensed to NB By-Laws

ght of fill for de view, as

by usage in

anada Day,

only, and is only for the

he Contract

es and fills

DE

Pag

FINITIONS

ge 003-4

Roadwathe appe

Shoulde

(refe Sidewalk Skew or

the case

Slope - r Soil Par

mate

Specifica

that base

Statutory

MonbirthprocChri

Stripping

rem Structure

strucfounclas

Subgrad

surfa Substan

accerem

D

ay - that portioSlopes (refe

ertaining to th

er - that portionerenced from

k - that portion

r Skew Angle Roadway withe of Culverts w

run to rise exp

rticle Sizes - erial;

bocogrsasil

cla

ations - the sdefine the p

ed.

y Holiday nday, the dayhday of the Sclamation of tistmas Day, a

g - either theoval of the as

e(s) - Bridgesctures, concrndation drainssed herein.

de - the layerace which for

ntial Completioeptance and oediation of oth

DEPARTME

on of the Righerenced from he Work.

n of the Roadcentreline) of

n of the Road

- the acute ah a line parallewith the centre

pressed as a r

the following

oulder averobble averravel partand partt part

exhay fine

to excons2 m

statements, pproducts, mate

shall include y fixed by proSovereign, Cathe Governor and Boxing Da

e removal of sphalt cement

s, Culverts, crete barriers,s and other fe

r, whether in ms the finishe

on - The conoccupancy, eher deficiencie

STAENT of TRA

INTRODUC

ht-of-Way reqcentreline),

way from the f the Slopes of

way construc

ngle formed bel to the face e line of the b

ratio.

soil particles

rage dimensiorage dimensioticle passing aticle passing aticle passing aibits no strenggrained soil oxhibit plasticitsiderable strem.

rovisions anderials and wo

the followingoclamation oanada Day, in Council as

ay.

topsoil and/ofrom the agg

catch basins, , cribbing, weatures which

cut or fill, ased elevation o

ndition of the xcept for the es as defined

ANDARD SANSPORTA

CTION

quired for consand includin

outside edgef ditches and

cted for the us

by the interseof the abutme

barrel.

sizes shall a

on greater thaon between 7a 75 mm sievea 4.75 mm siea 75 m sievegth when air dor the fine graty within a ranength when air

d requirementorkmanship u

g Days only: f the GovernNew Brunsws a general d

or Overburdenregate.

drop inlets, mwalls, buildingh may be enc

prepared to of this layer, de

Work when performance by the Engine

SPECIFICAATION and

struction, limig ditches, ch

es of the Lanefills.

e of pedestria

ction of a lineents, the cent

apply for the

an 300 mm. 5 and 300 mme and retainedeve and retaine and is non-pdried. ained portion onge of water cr dry. Also de

ts contained iupon which th

New Years nor in Counciwick Day, Labday of thanks

n or the actio

manholes, retgs, sewers, countered in t

support the efined at the c

the Work Sit of any cleaneer.

ATIONS d INFRAST

ited by the ouhannels and

e or Lanes to t

ans.

e normal to thtre line of the

terms used t

m. d on a 4.75 m

ned on a 75 mplastic to slight

of a soil that ccontents and eefined as parti

in the Contrahe Contract fo

Day, Good il for the celebour Day, thesgiving, Reme

on of water r

taining walls, service pipe

the Work and

Pavement Stcentreline.

te is ready fonup and/or fin

TRUCTURE

ITEM: 00

January, 20

utside edges oall Structure

the inside edg

e centre line opiers, or in th

to describe th

mm sieve. m sieve. tly plastic and

can be made exhibits icle finer than

act Documentfor the Work

Friday, Easteebration of the day fixed bembrance Da

resulting in th

overhead siges, sub-draind not otherwis

tructure; or th

or the Ownerishing, and th

E

03

15

of es

ge

of he

he

d

ts, is

er he by y,

he

gn s,

se

he

rs he

DEPA DEFIN

Janua

ARTMENT

NITIONS

ary, 2015

Substructurskewbawingwacast in

Superintend

Work. Superstruct

bearing Tender Add

has thecompondocume

Ticket - see Unit Price -

Equipmnecess

Utility - a fa

is not ltelevisio

Weight Cer

deliveredescribinforma

Work - incl

supplie Work Area Work Site

interest

STANof TRANS

re - all that pack of arches alls and wing place box culv

dent - the Co

ture - all thatgs of simple an

dendum - a ce effect of monent of the teents to which

e Weight Certi

- the amountment, materia

ary to comple

acility maintainimited to sanon services.

rtificate - a voued to and vee the Quantit

ation pertinent

udes all labod and installe

- the location

- the lands at, upon which

NDARD SPPORTATIO

part of the Sand tops of fprotection ra

verts and cas

ontractors au

t part of the nd continuous

change in a teodifying the tender and shathe Addendum

ficate.

t stated in thels, transporta

ete the Work a

ned by a munnitary sewer,

ucher, issued erified by the ty of material t and necessa

our, material ad or erected c

in the Work S

and premisesthe Work is to

ECIFICATION and INF

INTRODUCTIO

Structure belowfootings of rig

ailings, and fost in place con

uthorized repr

Structure sups spans, and t

ender issued ender. A Tenall be deemedm refers.

e Contract reation costs aand does not i

nicipality, publstorm sewer,

by the OwneOwners repupon which p

ary for the eva

and services complete at th

Site on which W

owned by tho be performe

IONS FRASTRUC

ON

ow the bearingid frames; inor the expresncrete arches.

resentative of

pported on pthe deck slab

prior to the tinder Addendud to take prece

epresenting thnd expensesinclude the HS

ic authority or, water, elect

r at the point presentative apayment of thaluation of the

required, as he place of bu

Work is being

he Owner or ed and as defi

CTURE

ngs of simplencluding but nsed purposes

f record in re

iers or abutmof rigid frame

me and date um shall be cedence over

he price per s, and any aST.

r regulated autric, gas, stea

of origin of a at the Work he load is to be load by the E

shown or deuilding.

g carried out.

r in which theined in the Co

e and continunot limited to s of winter co

esponsible ch

ments locatedes.

of tender cloconsidered asthose parts o

unit for all laand all other

uthority and inam, telephone

load to a trucSite. This vo

be based andEngineer and

escribed in th

e Owner has ontract Docum

ITEM: 003

Page 003-5

uous spans, ; backwalls, oncreteing -

harge of the

d above the

osing, which s an integral of the tender

abour, tools, incidentals

ncludes, but e and cable

k driver and oucher shall d shall show others.

he Contract,

proprietary ments.

DEPA AUTH

Janua

005.1

005.2

005.3

ARTMENT

ORITY OF TH

ary, 2015

ORDERS O

.1 The Cogiven a

.2 If the C

Engineaccorda

CONSTRU

.1 EquipmDocum

.2 The En

which f

UNAUTHO

.1 Any Wdescripnotifica

.2 Upon o

replace

.1 If tEngacc

STANof TRANS

HE ENGINEE

OF THE ENG

ontractor shalat any time by

Contractor dier, the Contance with term

CTION METH

ment and methents.

ngineer reservfails to consis

RIZED WOR

ork done or ptions detaileation, shall be

order of the ed by the Con

the Contractogineer may cacordance with

NDARD SPPORTATIO

ER

INEER

ll promptly any the Enginee

sagrees withtractor shall ms set out in

HODS AND E

hods used sh

ves the right ttently produc

RK

material suppd in the Coconsidered a

Engineer, unntractor, at his

or fails to coause unautho

h the terms of

PECIFICATON and INF

INTRODUCTIO

nd efficiently r with respect

any order, perform the the General C

EQUIPMENT

hall be approp

to order the de satisfactory

plied by the ontract Documas unauthorize

nauthorized Ws/her own exp

omply promptorized Work of the General

TIONS FRASTRUC

ON

comply with at to the Work

direction or i Work as inConditions.

priate to perfo

discontinuancey results.

Contractor wments, or esed and may n

Work or matepense.

tly with any or material to Conditions.

CTURE

all orders, diror the condu

instruction ginstructed and

orm the Work

e or use of an

which is beyostablished bynot be measu

erial shall be

order made be remedied

rections and ct thereof.

ven at any td shall serve

k outlined in th

ny Equipmen

ond the lines,y the Owner ured for paym

e remedied, r

under this S, removed or

ITEM: 005

Page 005-1

instructions

time by the e notice in

he Contract

t or method

grades, or by written

ent.

removed or

Section, the replaced in

DEPA PERM

Janua

006.1

ARTMENT

MITS

ary, 2015

DESCRIPT

.1 The Co

Item 94

.2 All otherequisitexpens

STANof TRANS

TION

ontractor sha48 and the Co

er permits reqte for the carse, unless oth

NDARD SPPORTATIO

ll review all pontract Docum

quired, but norrying out of erwise specif

ECIFICATION and INF

INTRODUCTIO

permits in forments.

ot forming pathe Work shafied.

IONS FRASTRUC

ON

rce for the W

art of the Conall be obtaine

CTURE

Work and the

ntract Documed by the Co

conditions as

ments but necontractor, at h

ITEM: 006

Page 006-1

s set out in

cessary and his/her own

DEPA TABLE

Janua

IT

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

ARTMENT

E OF CONTE

ary, 2015

TEM

01 C

02 G

03 R

06 C

07 U

08 S

16 D

21 B

30 M

31 M

36 S

37 S

40 C

41 C

42 P

61 F

66 B

67 B

69 In

82 C

86 R

91 A

99 S

106 - 1 108 - 1 136 - 1 137 - 1 140 - 1 161 - 1 161 - 2 161 - 3 161 - 4 161 - 5 161 - 6 161 - 7 182 - 1 182 - 2

STANof TRANS

ENTS

Clearing ........

Grubbing.......

Removal of Is

Common Exca

Unclassified E

Solid Rock Ex

Ditching ........

Borrow ..........

Metal Pipe ....

Metal Pipe L

Subdrain........

Subdrain Outl

Concrete Pipe

Concrete Pipe

Precast Concr

Foundation Ex

Backfilling Aro

Backfill For St

nduced Trenc

Chain Link Fe

Removal of Fe

Application of

Standard Draw

Shaping Solid RoSubdrainSubdrainTension Case 1.1Case 1.2Case 2.1Case 2.2Case 3.1FoundatiFoundatiChain LinChain Lin

NDARD SPPORTATIO

DESCR

.....................

.....................

olated Trees.

avation .........

Excavation ....

xcavation ......

.....................

.....................

.....................

Large.............

.....................

et .................

e....................

e - Large .......

rete Box Culv

xcavation .....

ound Structure

tructures .......

ch .................

ence ..............

ence .............

Water ..........

wings

of Overburdeck Transitions

n n Outlet Rod/Bar Asse

1 - Cross Culv2 - Cross Culv1 - Cross Culv2 - Cross Culv1 - Storm Draiion Excavatioion Excavationk Fence nk Gate

ECIFICATION and INF

GRADING

RIPTION

.....................

.....................

.....................

.....................

.....................

.....................

.....................

.....................

.....................

.....................

.....................

.....................

.....................

.....................

vert ...............

.....................

es ................

.....................

.....................

.....................

.....................

.....................

en at Top of Ss (longitudina

embly vert : Subgradvert : Subgradvert : Original vert : Original inage Culvert

on for Footingon for Footing

IONS FRASTRUC

.....................

.....................

.....................

.....................

.....................

.....................

.....................

.....................

.....................

.....................

.....................

.....................

.....................

.....................

....................

.....................

.....................

.....................

.....................

.....................

.....................

.....................

Solid Rock Baal)

de Above Origde Above Orig Ground Abov Ground Abovt Longitudinals - Solid Rocs - Common

CTURE

NUMBEPAGE

.. 2

... 2

.... 1

.... 5

.... 2

... 5

.... 2

... 4

.... 4

.... 2

... 2

.... 2

... 4

.... 9

... 8

... 3

.... 2

.... 2

.... 2

.... 3

.... 1

.... 1

ackslope

ginal Ground ginal Ground ve Subgrade ve Subgrade l to the Centrek and Commoover Solid Ro

DI

R OF ES

- Trench 1- Trench > 1- Trench 2- Trench > 2

eline of Roadon Cases ock Case

VISION 100

Page 100-1

.2 m .2 m

2.2 m .2 m

dway

DEPA CLEA

Janua

101.1

101.2

101.3

101.4

ARTMENT

RING

ary, 2015

DESCRIPT

.1 This Itebrush, a

.2 Mercha

market

MATERIAL

.1 None id

SUBMITTA

.1 The Co

CONSTRU

.1 The Cospecific

.2 The En .3 Mercha

materiathe Com

.4 Before

licence

.1 ThePro

.2 If th

Wo

.5 The driTranspo .1 In f

Nosha

.6 Trees s

the eve

.7 Non-me101.4.6

.1 No of a

.2 All

eve

STANof TRANS

TION

em consists ofand slash.

antable Timbein the genera

S

dentified.

ALS

ontractor shall

CTION

ontractor shacally directed b

gineer shall id

antable timberal shall becommpletion Date

commencing, the Contract

e price shall boducts Market

he former liceork to the form

iver of any veortation Certif

filling out the ." shall be "xxall be identified

shall be cut soent of significa

erchantable tr6) using Equip

shredding, cha watercourse

other non-meenly distribute

NDARD SPPORTATIO

f cutting and s

er is defined aal vicinity of the

submit, upon

all carry out tby the Engine

dentify clearin

r shall be same the properte.

g clearing on tor shall offer t

be the currenting Board res

ensee decidemer licensees

ehicle transpoficate (TC) for

TC, "Other" x-xxxx" (the Cd.

o that stump hant snow cove

rees not fellepment designe

hipping, or plae or wetland.

erchantable trd over the gro

ECIFICATION and INF

GRADING

salvaging Me

as any timbee Contract.

n request, a co

the Work as er.

ng limits and b

lvaged, unlesty of the Cont

any part of to sell to the f

nt price negotsponsible for t

es to purchasspecifications

orting wood fr "Crown Land

(in the top rigContract num

height is not grer, to a height

d by cutting ed for that pur

acement of sh

rees, and all bound within th

IONS FRASTRUC

rchantable Ti

r for which th

opy of any pe

indicated in

buffer zone lim

ss otherwise tractor and sh

the Work Sitformer license

tiated betweethe area in wh

e the cut tims.

from the Word Permit Harve

ght corner) usmber); and the

reater than 0.as agreed wit

may be shredrpose, but sha

hredded or ch

brush and slahe clearing lim

CTURE

mber, and dis

he Contractor

rmit(s) require

the Contrac

mits with ribbo

approved by hall be remove

te that had bee all merchan

en the former hich the timbe

mber, the Con

rk Area(s) shaest" for each

se "DTI ROWe place name

.3 m above avth the Enginee

dded in placeall not be bulld

hipped materia

ash shall be smits.

sposing of all

r can find an

ed to carry ou

ct Documents

ns or similar m

the Engineeed from the W

been Crown ntable timber

licensee ander is harvested

ntractor shall

all have in thload.

W"; under "Hae of the clear

verage grounder.

e (to a stumpdozed down.

al shall occur

shredded or c

ITEM: 101

Page 101-1

other trees,

established

t the Work.

s and/or as

means.

r. Salvaged Work Site by

Land under involved.

d the Forest d.

perform the

he vehicle a

arvest Block ring location

d level, or in

p height per

within 30 m

chipped and

CL

Pag

101

101

101

EARING

ge 101-2

1.4.7 .3

.4

.8 Orna .9 The

sedi

.1

.10 Clea

exce

.11 The do c

.12 Initia

Planrem

.1

.13 Theskid

.1

.2

.14 Stocas a

1.5 MEASU .1 The

acco .1

.2 The

mea

1.6 BASIS O .1 Pay

Disposal by b

Notwithstanddisposed of stop of slope a

amental trees

Contractor imentation of

Directional hafor access bybe made to a

aring shall noept to provide

Contractor shcutting therein

al clearing of ns, and any ooval of merch

Non merchan

re shall be noding trees acr

Where clearinby the Enginecease Work i

In the case ofcomplete clea

ckpiling or loadapproved by th

REMENT FO

Quantity to ordance with t

All measurem

areas of remoasured for pay

OF PAYMENT

ment for Work

DEPARTM

burning is proh

ing 101.4.7.1such that the and toe of slop

s and shrubs s

shall limit gwatercourses

and felling andy heavy Equipavoid rutting so

ot be performeaccess throu

hall not use h by hand or b

merchantableother watercohantable timbe

ntable timber s

o long skids oross a waterc

ng of a steep eer or a repremmediately.

f Work suspenaring on the af

ding of merchhe Engineer.

OR PAYMENT

be measuredthis Item.

ments shall be

oval of merchyment as clear

T

k under this Ite

STAMENT of TR

GRADIN

hibited.

to 101.4.7.3,Engineer can

pe; and surve

shall not be di

ground disturs and wetlands

d harvesting spment. When oft ground are

ed within wetlugh the buffers

eavy Equipmy Equipment

e timber withiourses identifieer.

shall be remo

f timber on stourse.

slope in snowesentative of W

nsion per 101ffected area.

antable timbe

T

d for payment

e made in a ho

antable trees ring.

em shall be at

ANDARD SRANSPORT

NG

, all non-mercn set and gray cross-sectio

isturbed witho

rbance to ms.

shall be used cable skidde

eas.

land buffer zos, as approve

ent for clearinable to "reach

n 5 m of eithed during the

oved at the tim

eep slopes ad

w or ice conditWork Safe NB

.4.13.1, the C

er or waste ma

t shall be the

orizontal plane

within 5 m of

t the Unit Pric

SPECIFICATATION an

chantable treeade stakes forons.

out written per

minimize the

where groundrs are used, t

ones unless sed by the Engi

ng within 30 mh in" to cut an

her side of wae course of th

me of the Struc

djacent to wa

tions is suspeB for safety re

Contractor sha

aterials, adjac

e number of

e.

watercourses

ce.

ATIONS nd INFRAS

es, brush andr cut and fills,

rmission from

potential for

d conditions athe full range

such areas arneer.

m of stream bad yard out the

atercourses idhe Work, sha

cture installati

atercourses, a

nded through easons, the C

ll not be respo

cent to the high

hectares of l

s per 101.4.12

TRUCTUR

ITEM: 10

January, 20

d slash shall b, set stakes fo

the Engineer

r erosion an

are not suitabof cables sha

re frozen har

anks and shae timber.

dentified on thall be limited t

ion.

nd no felling o

a written ordeContractor sha

onsible to

hway, shall be

and cleared

2 shall be

RE

01

15

be or

r.

nd

le all

d,

all

he to

or

er all

e

in

DEPA GRUB

Janua

102.1

102.2

102.3

102.4

ARTMENT

BBING

ary, 2015

DESCRIPT

.1 This Ite .2 This Ite

operatio

MATERIAL

.1 None id

SUBMITTA

.1 The Co

CONSTRU

.1 The Cospecific

.1 The

of t .2 The Co .3 Grubbin

stumps

.1 In cgruthe

.4 Grubbin

original diversio

.1 Gru

to b

.5 The Conecessextra shhave fa

STANDAof TRANS

TION

m consists of

em also consison done by ot

S

dentified.

ALS

ontractor shall

CTION

ontractor shacally directed b

e Work shall itimber lying on

ontractor shall

ng shall be ca are removed

cut sections, aubbing shall be Engineer.

ng shall not beground, exc

ons for Structu

ubbing shall nbe wasted, as

ontractor shallary to redresshaping, hydro

allen as a resu

ARD SPECIPORTATIO

f the removal a

sts of removal hers.

submit, upon

all carry out tby the Engine

nclude dealingn the ground,

carry out the

arried out withand topsoil is

and in fill secte carried out

e carried out cept as approures are to be

not be carried indicated in t

be responsibs any areas g

oseeding and/lt of root seve

FICATIONON and INF

GRADING

and disposal o

of shredded a

request, a co

the Work as er.

g with stump due to clearin

Work in accor

h root rakes os left for salvag

tions where thto a width 2 m

in fill sectionsoved by the carried out.

out in swamphe Contract D

ble, at his/hergrubbed beyo/or mulching oerance due to

S FRASTRUC

of roots and st

and/or chippe

opy of any per

indicated in

height over 0ng by others.

rdance with Ite

or similar Equge under the e

he Subgrade m from the cle

s where the SuEngineer wh

ps and other aDocuments or

own expenseond the speciof the exposethe over-width

CTURE

tumps.

ed material left

rmit(s) required

the Contrac

.3 m, and with

em 946 and It

uipment, suchexcavation ite

is within 2.5 earing line or

ubgrade is mohere foundatio

areas where tby the Engine

e, to carry outfied limits, inc

ed ground, andh grubbing.

t behind from

d to carry out

ct Documents

h brush, slash

tem 948.

h that only them.

m of the origas otherwise

ore than 2.5 mon excavation

the underlyingeer.

t any remediacluding but nod removal of

ITEM: 102

Page 102-1

the clearing

the Work.

s and/or as

h and pieces

e roots and

inal ground, directed by

m above the n or stream

g material is

al measures ot limited to trees which

GR

Pag

102

102

102

RUBBING

ge 102-2

2.4 .6 Roodisp

.1

.2

.3

.7 Wherootdisp

.1

.8 No mBrid

2.5 MEASU

.1 The in ac

.1

2.6 BASIS O

.1 Pay

ots and stumpposed of within

The materialsspread out anoriginal groun

Where Roadbgrubbed matmaterial or B102.4.6.1.

Burying may Documents acovered with accordance w

ere the disposs and stumps

posed of outsid

Burning of gr

materials remge or any oth

REMENT FO

Quantity to bccordance wit

All measurem

OF PAYMENT

ment for Work

DEPARTM

s, with or withn the Work Sit

s may be placnd tramped fland, using a cra

bed fills exceeerials either oBorrow, and

be permitted and/or as appr

excavated mwith 614.4.

sal measuress, with or withode the Work S

ubbed materia

moved during er Structure.

OR PAYMENT

be measured fth this Item.

ments shall be

T

k under this Ite

STAMENT of TR

GRADIN

hout non-mercte by tub-grind

ced under fillsat in a uniformawler tractor o

ed 6 m in heigon the existinshall tramp t

at other locaroved by the Eaterial as dire

s of 102.4.6 aout non-mercSite in accorda

als shall not b

grubbing sha

T

for payment s

made in a ho

em shall be at

ANDARD SRANSPORT

NG

chantable treeding, or by bu

s over 5 m inm layer to a cof 20 t or heav

ght to Subgradng ground, or the materials

tions within thEngineer, if thected by the E

are determinehantable timbance with Item

be permitted.

all be permitte

shall be the nu

orizontal plane

t the Unit Pric

SPECIFICATATION an

es, brush andurial as follows

n height to Sucompact massvier.

de, the Contrar on the first ls to a 0.6 m

he Work Site he materials aEngineer, and

ed by the Engber, brush andm 947.

ed to be place

umber of hect

e.

ce.

ATIONS nd INFRAS

d slash as pers:

ubgrade, if thes no more tha

actor may plalift of compac thickness as

as indicated are spread out the surface h

gineer to be d slash as per

ed within 30 m

tares of grubb

TRUCTUR

ITEM: 10

January, 20

r 101.4 shall b

e materials aran 0.6 m abov

ace one layer octed excavates described

in the Contrat, tramped, anhydroseeded

unfeasible, thr 101.4 may b

m of a Culver

bing carried o

RE

02

15

be

re ve

of ed in

ct nd in

he be

rt,

ut

DEPA REMO

Janua

103.1

103.2

103.3

103.4

103.5

103.6

ARTMENT

OVAL OF ISO

ary, 2015

DESCRIPT

.1 This Iteisolated

.1 An

mm .2 An

MATERIAL

.1 None id SUBMITTA

.1 None id CONSTRU

.1 The Cospecific

.2 Isolated .3 Orname .4 The Co

property .5 The Co

MEASURE

.1 The Qustumps

BASIS OF P

.1 Payme

STof TRANS

OLATED TRE

TION

em consists od stumps.

isolated tree m above the ex

isolated stum

S

dentified.

ALS

dentified.

CTION

ontractor shacally directed b

d trees and st

ental trees an

ontractor shaly resulting fro

ontractor shall

MENT FOR P

uantity to be ms removed and

PAYMENT

nt for Work un

TANDARDPORTATIO

ES

of the remova

is defined as xisting ground

mp is defined a

all carry out tby the Engine

umps shall be

nd shrubs sha

l be responsom the Work.

carry out the

PAYMENT

measured ford disposed of

nder this Item

SPECIFICON and INF

GRADING

al and dispos

a tree havingd surface.

as a stump ha

the Work as er.

e clearly ident

ll not be distu

ible to repair,

removal in ac

r payment shain accordance

shall be at th

CATIONS FRASTRUC

sal of isolated

g a minimum

aving a minim

indicated in

tified as such

rbed without w

, at her/his o

ccordance wit

all be the nume with this Ite

he Unit Price.

CTURE

d trees comp

diameter of 1

um top diame

the Contrac

in the field, by

written permis

own expense

th 101.4 and 1

mber of isolam.

lete with stum

00 mm meas

eter of 300 mm

ct Documents

y the Enginee

ssion from the

, any damag

102.4.

ted trees and

ITEM: 103

Page 103-1

mps, and/or

sured at 300

m.

s and/or as

er.

e Engineer.

e to private

d/or isolated

DEPA COMM

Janua

106.1

106.2

106.3

106.4 106.4

ARTMENT

MON EXCAVA

ary, 2015

DESCRIPT

.1 This IteWork S

MATERIAL

.1 For temmeeting

SUBMITTA

.1 Submitt

CONSTRU

.1 Genera

.1 Thespe

.2 The .3 The

det

.4 Poldire

.1

.5 The

em

.1

.6 If a

ma

.1

.7 Wh

conSub

.1

.8 Tra

ind

STANDAof TRANS

ATION

TION

em consists oSite, of soil and

S

mporary streamg the requirem

ALS

tals are requir

CTION

al

e Contractor ecifically direct

e Contractor s

e Contractor tailed in the Co

lyethylene linection of flow a

The Contrac

e Contractor sbankments.

Low spots aDays Work

at any time duake all necess

The depth rcompacted t

here the Roanduct operatiobgrade, unles

Any surfaceshall be mailimit posted f

ansitions in cuicated on Stan

ARD SPECIPORTATIO

of the excavatd all other mat

m diversion chments of CGSB

red in accorda

shall carry outed by the Eng

shall carry out

shall construontract Docum

ners for tempand overlaps

ctor shall be re

shall maintain

and ruts that cor, if rain is im

uring the Worksary repairs to

utted and/or to meet the re

adbed being ons so that ths approved by

e constructed intained in a cfor the Work A

ut and fill condard Drawing

FICATIONON and INF

GRADING

tion and placeterials not clas

hannels, cleaB 51.34 shall

ance with any

ut the Work agineer.

the Work in a

ct offtakes anments.

porary streamshall be a min

esponsible for

n surface drai

could pond wamminent, as W

k the surface o reinstate the

displaced shaequirements o

constructed hrough-traffic y the Enginee

or exposed condition sucArea.

nditions, at thg 108-1.

S FRASTRUC

ement within ssified as solid

r polyethylenebe supplied b

cross-referen

as indicated i

accordance w

nd stream div

m diversions nimum of 300

r maintenance

nage during e

ater shall be rWork progresse

becomes rute surface grad

all be scarifieof this Item.

is subject todoes not trav

er.

by the Contrch that traffic c

he ends of b

CTURE

the Work Sited rock.

e liners a minby the Contrac

nced Item form

in the Contra

ith Item 946 a

version chan

shall be insmm in the dir

e and removal

excavation of

removed no laes during the

tted or displacde.

ed, moisture c

o through-traffvel directly on

ractor and sucan safely tra

bedrock cuts,

e or disposal

nimum of 6 mictor.

ming part of th

act Documents

and Item 948.

nels as ident

talled transverection of flow

of the liners.

f cuts and con

ater than the eDay.

ced, the Cont

conditioned, s

ffic, the Contn an undercut

bjected to thavel along it a

shall be car

ITEM: 106

Page 106-1

outside the

ils thick and

is Item.

s and/or as

tified and/or

erse to the .

nstruction of

end of each

tractor shall

shaped and

tractor shall t surface or

rough-traffic at the speed

rried out as

CO

Pag

106

OMMON EXCA

ge 106-2

6.4 .2 Exca

.1

.2

.3

AVATION

avation

The Contractbeen complet

The Contractoptimum usag

.1 Any matshall be s .1 The

time .2 Stoc

compor be

.3 Stock

assu

.4 Tops

.2 The Conrequiremthe top 60

.3 The Concommon placemen .1 Borro

place

.4 CommonstockpiledEngineer

.1 Stock

suppto en

.2 Stock

mateall comain

.3 Stock

shall over

.4 Work

Where the Sudepth below S

DEPARTM

tor shall not coted for the Wo

tor shall contrge of the exca

erial suitablesalvaged and

depth of excaof excavation

kpile(s) shall pletion of ditce a potential s

kpiling shall bred.

soil stockpiles

ntractor shall ents of 121.200 mm of the

ntractor shall excavation e

nt of any mate

ow shall not bed at a lesser

n material salvd such that thr.

kpiling of comporting the entnsure maximu

kpiles shall noerials, nor neaommon materntained at all ti

kpiles shall bebe shaped tothe edge of st

k will involve th

ubgrade requiSubgrade on a

STANDAMENT of TR

GRADIN

ommence anyork Area involv

rol the excavaavated materia

for topsoil, fd stockpiled at

avation of the n, between th

not be locatches and slopsource of silta

be carried ou

s shall be mul

separately e - Borrow A/ASubgrade.

conduct opeeither has beerial under Item

be placed in acost to the Ow

vaged by thehe material do

mmon materialtire weight andm recovery of

ot be placed ar property linerial is not posmes.

e built in layero maintain surtockpiles shal

he re-handling

ires undercutta plane parall

ARD SPECIRANSPORT

NG

y excavation uved.

ation and hanals is achieved

from cuts, ant the location(

topsoil layer e Contractor

ted where thepes as per Iteation to waterc

ut such that th

ched in accor

xcavate or oA1, as indicate

erations such een used or m 121.

areas where ewner, unless o

e Contractor fes not becom

shall be doned dimension of the stockpile

near a quarryes, tree lines ssible or pract

rs not exceedirface drainagel not be perm

g of excavated

ting, subexcavel to the Subg

FICATIONTATION an

until the origin

ndling of the d, as follows:

nd from fill ar(s) approved

shall be as dand the Engi

ey shall inhibem 946, blockcourses.

he maximum

rdance with It

otherwise salved in the Con

that all usashall be used

excavated maotherwise auth

for re-use othme saturated a

e on a well-drof the stockpild materials.

y/pit face, Strior drainage d

tical and acce

ing one metree before the nitted.

d material from

vation shall begrade cross-sl

S nd INFRAS

nal cross-sect

common mat

reas that shaby the Engin

determined in neer.

bit orderly cok or inhibit na

recovery of

tem 616.

vage materiantract Docume

able material d in the Wor

aterials could horized by the

her than as tat a location a

rained, level bles and in suc

ipping piles oditches such tess to the sto

e in thickness next layer is be

m stockpiles.

e carried out tlope.

TRUCTUR

ITEM: 10

January, 20

tion survey ha

terial such th

all be strippedeer.

the field at th

onstruction anatural drainage

the material

ls meeting thents, for use

resulting frork, prior to th

be hauled ane Engineer.

topsoil shall bpproved by th

base capable ch a manner a

or piles of othethat retrieval

ockpile shall b

and each layeegun. Dumpin

to the specifie

RE

06

15

as

at

d,

he

nd e,

is

he in

m he

nd

be he

of as

er of be

er ng

ed

DEPA COMM

Janua

106.4.2

106.4

ARTMENT

MON EXCAVA

ary, 2015

2 .4 Hauaut

.5 The

tha .6 In c

be wou

.7 Wh

bed .8 Exc

prodire

.9 Exc

Con .10 Bou

Item

.3 Placem

.1 Thecon

.2 The

sur .3 Em

Forlift.

.1

.4 Ma

mm

.1

.5 Ma

121in 1

.1

.6 Wh

thaas 1 m

STANDAof TRANS

ATION

uling of commthorized by the

e Contractor st would cause

cuts, the area shaped to eliuld impede na

here common drock Backslo

cavated mateoperty of the ected by the E

cavated matentractor and s

ulders 1 m3, om 108.

ment

e placement nform to lines

e placement rface drainage

mbankments sreslopes and e

On ungrubbapproved by

aterial placed tm.

The lift thicknproof that the

aterial placed 1.2 - Borrow A106.4.3.4.

In backfillingby the Engin

here embankmn 3:1, for the teach lift of fill

m.

ARD SPECIPORTATIO

mon excavatioe Engineer.

shall shape dite water to pon

between the timinate verticatural drainage

material is uopes shall be s

erial designateOwner and s

Engineer.

erial designateshall be dispos

or larger, that a

of excavated and grades p

of material se.

shall be consteach success

bed areas, swy the Engineer

to within 600

ness may be e specified de

in the top A/A1, as indica

g of undercuts neer.

ments are contop 2.5 m belois placed so th

FICATIONON and INF

GRADING

on over Aggre

tches to the linnd shall be rem

top of the Bacal or overhane.

underlain by ashaped as ind

ed by the Enshall be eithe

ed by the Engsed of in acco

are encounter

d material shaprovided.

hall be in lay

tructed such tsive lift shall be

wamps and rr.

mm below Su

increased to aensity can be a

600 mm of ated in the Co

deeper than

structed againow Subgrade hat the next lif

S FRASTRUC

egate Base/S

nes and grademoved.

ckslope and thnging faces, e

a deep bedrodicated on Sta

ngineer as suer stockpiled

gineer as waordance with It

red in the Wo

all be carried

yers, and eac

that the first le completed t

rough terrain

ubgrade shall

a maximum ofachieved thro

f the Subgraontract Docum

600 mm, the

nst an existingthe spreadingft is keyed in

CTURE

ubbase shall

es specified, a

he edge of theexposed roots

ock cut, the mandard Drawin

urplus and usor otherwise

ste, shall bectem 947.

ork shall be ha

out in accor

ch layer shal

lift when shapto the full widt

the initial lif

have a maxi

f 600 mm if thughout the en

ade shall mements, and sha

lift thicknesse

g earth sidehilg Equipment snto the sidehil

not be permi

and any grade

e ungrubbed ss and any ma

material at theng 106-1.

seable, shall placed in th

come the pro

andled in acco

rdance with It

l be shaped

ped forms theh prior to plac

ft thickness s

mum lift thick

he Contractor ntire lift.

eet the requiall be placed

es shall be as

l having a Sloshall cut into thl to a width no

ITEM: 106

Page 106-3

itted, unless

e conditions

surface shall aterial which

e top of the

remain the e Work, as

perty of the

ordance with

tem 941, to

to maintain

e toe of the cing the next

shall be as

ness of 300

can provide

irements of as specified

determined

ope steeper he sidehill

ot less than

CO

Pag

106

106

106

106

OMMON EXCA

ge 106-4

6.4.3 .7

.8

6.4 .4 Com

.1

.2

.3

6.4 .5 Culv

.1

6.4 .6 Driv

.1

AVATION

Where the Wthe other sidethe Roadbed side of the Ro

Excavated mconstructed sin the Contrac

.1 Maximumlimits sho

.2 Maximumdriven.

mpaction

The Contract936.

.1 Any isolathe specquality m

In cuts, the Sby a test strip

.1 If the Subprior to bDocumen

Each lift of exof 95% of the

verts

Where excavany existing p .1 The Cont

.2 Pipe deteand shallMaintena

.1 Salva

deter

.3 Unsalvagdisposed

veways

Driveways exutilizing mate

DEPARTM

Work involves pe, the spreadas each lift o

oadbed or the

material placeshall be a matct Documents

m 200 mm beown on the Pla

m 300 mm wh

tor shall carry

ated soft spotscified compactatching the su

Subgrade surfap.

bgrade has bebeing backfillents, to Subgra

xcavated matee maximum dry

vation involvespipe is not dam

tractor shall no

ermined by thel be re-used i

ance Depot.

ageable pipermined by the

geable pipe a of outside the

xcavated undrial excavated

STANDAMENT of TR

GRADIN

placement of ming Equipmenof material is p existing Road

ed behind Sterial meeting s, and shall ha

hind abutmenans; or

here Structure

y out moisture

s, or other aretion criteria surrounding ma

ace shall be c

een undercut,ed with Borro

ade.

erial, after play density.

s removal of maged and is

otify the Engin

e Engineer to in the Work S

e that is damEngineer, sha

nd waste shae Work Site.

der this Item d from the cros

ARD SPECIRANSPORT

NG

material firstlynt shall cut intplaced, so thadway Slope to

tructures or the requirem

ave lift thicknes

nt breastwalls

es shall be co

conditioning

eas within thehall be excavaterial, as dire

compacted to

, the undercutow A/A1-quali

cement per 1

Culverts, the salvaged for r

neer prior to e

be salvageabSite under Item

maged as a all be replace

all become the

shall be replssing whereve

FICATIONTATION an

y along one sito the edge oat the next lifto a width not l

in areas whents of 121.2sses as follow

or other earth

onstructed or t

and compact

e top 1.2 m ofvated and ba

ected by the E

97% of the co

t surface shality material, a

06.4.3, shall b

Contractor shre-use.

exposing any e

ble shall remam 140, or tra

result of thd by the Cont

e property of

laced the samer possible.

S nd INFRAS

de of the Roaof the previoust is keyed iness than 0.5 m

here Structur - Borrow A/A

ws:

h-retaining St

through which

tion in accord

f the Subgradackfilled with Engineer.

ontrol density

l be rolled witas indicated i

be compacted

hall take care

existing pipe.

ain the propertnsported to th

he Contractortractor.

the Contracto

me Day they

TRUCTUR

ITEM: 10

January, 20

adbed and thesly built side oto the adjacem.

res are to bA1, as indicate

ructures, to th

h piles shall b

dance with Ite

de, not meetinmaterial of th

y as determine

th a static rollen the Contra

d to a minimu

e to ensure th

ty of the Ownehe nearest DT

rs actions, a

or and shall b

y are remove

RE

06

15

en of nt

be ed

he

be

m

ng he

ed

er ct

m

at

er TI

as

be

d,

DEPA COMM

Janua

106.4.6

106.5

106.6

ARTMENT

MON EXCAVA

ary, 2015

6 .2 WhPavavo

.1

.2

MEASURE

.1 The Quexcavat

.2 The vol

on orig

.1 In tpay

.3 Excava

as defin

BASIS OF .1 Paymen

excavat

STANDAof TRANS

ATION

here excavatiovement shall oid damage to

The Contracbeyond the down expense

The excavatuse in embdisposed of o

MENT FOR P

uantity to be mted and place

lume shall beginal ground c

the areas to byable under th

ation of soft spned by this Ite

PAYMENT

nt for Work ution, as identif

ARD SPECIPORTATIO

on involves pabe cut to a n

o the adjacent

ctor shall be designated lime, of the areas

ted Pavementankment conoutside the W

PAYMENT

measured for ped, stockpiled a

e as measuredcross-sections

be grubbed, thhis Item shall

pots, deleteriom shall be me

under this Itemfied under the

FICATIONON and INF

GRADING

aved drivewaneat straight llands and Ro

responsible mits of the excs affected.

t shall be broknstruction, unl

Work Site.

payment shall and/or dispos

d in situ and cs surveyed by

he cross-sectioinclude mater

ous materials, easured for pa

m shall include Contract.

S FRASTRUC

ays, parking loline and edgeoadbed.

for damage txcavation and

ken down into less designat

be the numbsed of in accor

computed by y the Engineer

ons shall be trial in the grub

offtakes, streayment.

de a separate

CTURE

ots or other ae, and remove

to the Pavemfor the repair

pieces small ted by the E

er of cubic merdance with th

the average r on the natura

taken before gbbed layer rem

eam diversion

e Unit Price fo

abutting privated in a mann

ment and othr or restoration

enough to beEngineer as w

etres of commhis Item.

end area metal ground.

grubbing, andmoved under

channels and

or each type

ITEM: 106

Page 106-5

te lands the ner so as to

her surfaces n, at his/her

e suitable for waste to be

mon material

thod, based

the volume Item 102.

d driveways

of common

DEPA UNCLA

Janua

107.1

107.2

107.3

107.4

107.5

ARTMENT

ASSIFIED EX

ary, 2015

DESCRIPT

.1 This IteWork Scompos

MATERIAL

.1 For temmeeting

SUBMITTA

.1 Submitt

CONSTRU

.1 The Cospecific

.2 The Co .3 The Co

in the C .4 Polyeth

flow and

.1 The .5 The Co

excavat .6 The Co

excavat MEASURE

.1 The Qumateria

.2 The volon orig

.1 In tpay

.3 Excava

the exc

STANof TRANS

XCAVATION

TION

em consists oSite, of materiased of a mixtu

S

mporary streamg the requirem

ALS

tals are requir

CTION

ontractor shacally directed b

ontractor shall

ontractor shall Contract Docu

hylene liners fod overlaps sh

e Contractor s

ontractor shation in accord

ontractor shation in accord

MENT FOR P

uantity to be al excavated a

lume shall beginal ground c

the areas to byable under th

ation, per 106.avation of driv

NDARD SPPORTATIO

of the excavatals classified

ure and variab

m diversion chments of CGSB

red in accorda

all carry out tby the Engine

carry out the

construct offtments.

or temporary all be a minim

shall be respo

all handle mance with 106

all handle maance with 108

PAYMENT

measured forand either plac

e as measuredcross-sections

be grubbed, thhis Item shall

4, of offtakes,veways shall b

PECIFICATON and INF

GRADING

tion and placeunder neitherle and undete

hannels, cleaB 51.34 shall

ance with any

the Work as er.

Work in accor

takes and stre

stream diversmum of 300 mm

nsible for mai

material which6.4.

aterial which 8.4.

r payment shced, stockpiled

d in situ and cs surveyed by

he cross-sectioinclude mater

stream diversbe measured

TIONS FRASTRUC

ement within r common excermined distrib

r polyethylenebe supplied b

cross-referen

indicated in

rdance with Ite

eam diversion

sions shall be m in the direct

ntenance and

h would othe

would other

hall be the nud or disposed

computed by y the Engineer

ons shall be trial in the grub

rsion channelsfor payment.

CTURE

the Work Sitecavation nor bution of both.

e liners a minby the Contrac

nced Item form

the Contrac

em 946 and It

n channels as

installed tranction of flow.

d removal of th

erwise be cla

rwise be clas

umber of cubof in accorda

the average r on the natura

taken before gbbed layer rem

s, soft spots, d

e or disposal solid rock exc.

nimum of 6 mictor.

ming part of th

ct Documents

tem 948.

identified and

nsverse to the

he liners.

assified unde

ssified under

ic metres of ance with this I

end area metal ground.

grubbing, andmoved under

deleterious ma

ITEM: 107

Page