Dohuk - Phase 1 BOQ

8/18/2019 Dohuk - Phase 1 BOQ

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BILL PAGEDESERT ROSE BILL OF QUANTITIESTHE GREEN CITY DOHUK SECTION Nr.KURDISTAN - PHASE 1 LIST OF PRINCIPLE QUANTITIES

a a/1

ITEM DESCRIPTION QUANTITY UNIT

Sect !" #a$ - L %t !& 'r "c '(e )*a"t t e%

Part 1 - Gr!*"+ I",e%t at !"

Trial Pits nr Depth Backfilled m

Part - De !( t !" 0 S te C(eara"ce

General Clearance haRemoval of trees nr Removal of existing asphalt wearing courseRemoval of existing upstand kerbs m

Part - Eart23!r4%

Excavation for cuttingDisposal of surplus excavated material

illing from excavated material

!tone rip"rap# grouted

Part 5 - R!a+% a"+ Pa, " %

Granular sub"base $ggregate road base $sphalt base course

$sphalt wearing course%arning and regulator& signs including posts nr 'pstand kerbs m(eel )erbs mDrop kerb m

Transition )erb nr

lush kerb m

*+mm thick concrete block pavingsTie"ins with existing pavement m

T2e &!((!3 " % a e"era( ( %t !& t2e a''r!6 ate )*a"t t e%!& a7!r 3!r4 te % 3 t2 " t2e %c2e e %! t2e c!"tract!r ca"

a* e t2e % 8e a"+ %c!'e !& 3!r4%. T2 % ( %t %2!*(+ "!t 9e*%e+ a% a 9a% % &!r t2e 'r c " !& t2e 3!r4%

m ,

m -

m -

m -

m -

m ,

m ,

m ,

m ,

m ,


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BILL PAGEDESERT ROSE BILL OF QUANTITIESTHE GREEN CITY DOHUK SECTION Nr.KURDISTAN - PHASE 1 LIST OF PRINCIPLE QUANTITIES

a a/

ITEM DESCRIPTION QUANTITY UNIT

Part : - Dra "a e ;!r4%

!oakwa&s nr uP.C pipes mGRP pipes m/anholes nr

Part < - Street L 2t " ;!r4%

0a& uP.C duct m0ighting columns nr Power cabling m

eeder pillar nr Earthing nr

Part = - S'are +*ct

0a& uP.C duct m

Sect !" #a$ - L %t !& 'r "c '(e )*a"t t e% (Cont'd...)


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4/75

BILL PAGEDESERT ROSE BILL OF QUANTITIES

THE GREEN CITY DOHUK SECTION Nr.KURDISTAN - PHASE 1 PREAMBLE

9 9/1

ITEM ITEM DESCRIPTION

Sect !" #9$ - Prea 9(e

Ge"era((>

$

B

C

D

E

G CE!// - !ection 12, is amended2 !ection 3f4 has been used for Price $nal&sis !chedule for work items2

(

5

)

0

/

The Bill of 6uantities including all notes and instructions# form an integral part of the ContractDocuments2 (owever# the descriptions contained in the Bill of 6uantities for each item are notnecessaril& complete2 The Contractor is referred to the Conditions of the Contract and other Documents#!pecifications and Drawings as well as relevant !tandards and Codes of Practice for further informationas no claim or variation will be considered on account of the Contractor7s failure to do so2

The Contractor is cautioned to familiarise himself with the full content of other Contract Documentsincluding the 8nstructions to Tenderers# orm of Tender# General Conditions# Particular Condit ions# Tender

Drawings and !pecifications or an& other information that can be reasonabl& inferred from an& of themand all obligations contained in the documents shall be included in the item rates and9or contract price2

Drawings# !pecifications and Bill of 6uantities and all other documents are complementar& and if an&item is inlcuded in an& of them# it shall be deemed included in all2

The Contractor7s bid for the entire work shall provide for supervision of an& or all trades that are notintended to be performed with his own forces2 :o extra compensation for services as a GeneralContractor will be paid2

$mendments shall not be made to this Bill of 6uantities without the authorit in writing# of the Engineer2

The Tenderer is allowed to insert items for /ethod"Related Charges in accrodance with CE!//-2

ormat for Bill page in this Bill of 6uantities is the Engineer preferred Bill page format2 CE!//- !ection12,, is not applicable2

The Contractor shall not use these bill of ;uantities as the basis for a construction program or for thepurposes of ordering materials or arranging sub"contracts2 The references for these activities shall bethe drawings# specifications and instructions issued b& the Engineer2

The whole of the ;uantities shall be treated as approximate onl& and are given to provide common basisfor tendering2 The basis of pa&ment will be the actual ;uantities of work carried out# as measured b& theEngineer or his Representative and valued at the rates or prices ;uoted in the Bill of 6uantities# with theaplication of the $d


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$

'nit $bbreviation $sbestos Cement $CBritish !tandard B!California Bearing Ratio CBRCast"8n Drilled (ole C8D(Civil Engineering !tandard /ethod of /easurement"Third Editio CE!//-Continued Cont7dCubic meter m-# cu2mDa&s da&Dense Bituminous /acadam DB/Department DEPT# DeptDiameter dia2Drawing drg# DrgEmirates Telecommunication Corporation Etisalat# ETCE;ual to or greater then =E;ual to or less then >Extra ?ver E2?2

E%$ ederal Electricit& and %ater $uthorit&ibre Cement 2C2

Gallons gGlass ibre Reinforcement Plastic GRPGreater then =(ectare ha(orse Power (P(our h)ilogramme kg)ilowatt kw)ilowatts per hour kw9hr 0ess then >0itre l0ump !um 02!2/aximum /ax2# max2/aximum :umber of Da&s man"da&/aximum Dr& Densit& /DD/etre m/icron /ic2/illimetre mm/inimum /in2# min2/inistr& of Public %orks /?P%/oderate !ulphate Resistant Cement /!R Cement:umber nr# :r2?rdinar& Portland Cement ?2P2Cement

Sect !" #9$ - Prea 9(e #C!"t?+.$

Ge"era((> #C!"t?+.$

The following units of measurement and abbreviations have been used in the Bill of 6uantities2 CE!//-section 12@A is not applicable2


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'nit $bbreviation

Pol& .in&l Chloride P.C

Provisional Provisional 6uantit&98tem

Provisional 6uantit& P262

6uantit& 6t&2

Rectangular (ollow !ection R(!

!pecification !pec2

!;uare metre m,# s;2m

!;uare millimetre mm,# s;2mm

!ulphate Resistant Cement !2R2Cement

!um sum

Tonne t

'nited $rab Emirates Dirham7s D(!# dhs2# $ED

'nplasticied Pol&vin&l Chloride uP.C

%eek %k

%idth %

Sect !" #9$ - Prea 9(e #C!"t?+.$

Ge"era((> #C!"t?+.$


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9 9/5


Met2!+ !& Mea%*re e"t

$

B

C

D CE!//- section 2- and 2 are not applicable2

E

G

(

Sect !" #9$ - Prea 9(e #C!"t?+.$

The Bill of 6uantities have been prepared generall& in accordance with the Rules of the Civil Engineering!tandard /ethod of /easurement Third Edition 3CE!//-4 approved and sponsored b& the 8nstitution ofCivil Engineers @" # Great George !treet# 0ondon !%@P -$$# England and published b& Thomas Telford!ervices 0td2 @ (eron 6ua& 0ondon E@ 5D# amended to suit to local conditions and practices2 %hereapplicable# in an& particular case in the Bill of 6uantities# where the method of measurement of certainitems is modified# it is stated in this Preamble !ection2 The modified method of measurement expressedfor those items must be accepted and measured in accordance therewith2

8tems in the Preamble !ection of these Bill of 6uantities are deemed to ;ualif& and to form part of ever&description of measured work to which the& refer including composite description2

$ll measurements are net and the rates shall include for all laps# waste# working space and trade ortraditional allowances2

Reference to British !tandards in CE!//- are applicable unless otherwise stated in the Contract!pecifications in which case the specified reference standard shall appl&2

The Conditions of Contract applicable to this Contract are the /inistr& of Public %orks Conditions ofContract in .olume , of the Tender9Contract Documents2 References to Clause numbers in CE!//- are

applicable to the corresponding Clause numbers which ma& be different to the /?P% Conditions ofContract2 CE!//- section @2, is not applicable2

$dmeasurements of completed work from drawings and 9 or work at site shall be considered to the nearestcentimeter for linear dimensions2

/ethod of measurements and pa&ment shown in the specifications at the end of each section is notapplicable2


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Pr c "

$

B

C The rates and sums inserted in the Bill of 6uantities are deemed to include for the following

3i4 0abour and all costs in connection therewith2

3ii4

3iii4 ittings and fixing materials or goods in position2

3iv4 Plant and all machiner&

3v4 %aste# bulking# shrinkage and overlaps2

3vi4

3vii4

3viii4

3ix4

3x4 or working alongside and liaising with other Contractors working on the same site2

3xi4 Preparation and suppl& of shop drawings and record drawings2

3xii4 ?verhead charges and profit2

3xiii4 Provision of samples of material and goods

3xiv4 Risks# liabilities and obligations set forth or implied in the Contract documents

3xv4 Testing and commissioning as per specifications to full satisfaction of the Engineer2

Sect !" #9$ - Prea 9(e #C!"t?+.$

The pricing of the Bill of 6uantities shall be executed in such a wa& to enable reproduction b& photocop&ingto be carried out if re;uired2 CE!//- section *2@ is not applicable2

The prices shall be comprehensive and must include for compl&ing in all respects with the 8nstructions toTenderers# Conditions of Contract# !pecifications and Drawings and for all matters and things necessar& forthe proper construction# completion and maintenance of the whole of the %orks2 :o claims for additionalpa&ment will be allowed for an& error or misunderstanding b& the Contractor of the work involved2

/aterials# goods and all costs in connection therewith 3e2g2 carriage# freightage# deliver unloading#storing# returning packing# handling# hoisting or lowering# replacing work# goods or materialsdamaged# broken# lost or stolen until the issue of a Certificate of Completion42

0and re;uired for tips and stockpiles including all costs for obtaining an& necessar& :?C7s# licensesand approvals2

$llowance for phasing re;uirements of works# effect on programming of the works of all trafficdiversions and construction activit& associated with diversion or installation of services2

or taking measures for the support and full protection of pipes# cables and other apparatus re;uiredduring the progress of the %orks as re;uired b& !ervice $uthorities or the Emplo&er9Engineer2

Dewatering as re;uired# unless separatel& inserted and priced b& the Tenderer under method relatedcharges2


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$ 0ump sums shall not be given where unit rates are applicable2

B %here the word allow is used# the cost of the item shall be the responsibilit& of the Contractor2

C

D

E

G The rates inserted will be used to determine the amount of the Contractor7s Pa&ments2

(

5

)

S2!' Dra3 " % ;!r4 " Dra3 " % O'erat !" a"+ Ma "te"a"ce I"%tr*ct !"%

0

These shall include but not be limited to the following

3i4 The surve&ed location of all existing services

3ii4

3iii4 Combined !ervices %orking drawings original and new

3iv4

Sect !" #9$ - Prea 9(e #C!"t?+.$

Pr c " #C!"t?+.$

The Contractor is to ensure that identical items occurring in separate bills are not priced at different ratesunless this is the ContractorFs deliberate intention2

The prices and rates entered b& the Contractor against items in the Bill of 6uantities shall appl& throughoutthe duration of the contract to the execution of these items in an& location and except where otherwiseprovided for# to an& affidavit were ordered b& the Engineer and 9 or the Emplo&er2

$ price or rate is to be entered against each item in the Bill of 6uantities and the Da&work !chedule andan& item left unpriced shall be deemed to be included for elsewhere in the Bill of 6uantities or the Da&work!chedules and hence the rate for the item shall be taken as :80H2

The amounts set against an& items of overhead shall include for all costs in connection with letters of credit#bank charges# interest charges and insurance after the materials come under the control of the Contractor2

The tenderer shall submit the anal&sis of Tender !um with a full and detailed rate breakdown of all the

B?6 items including spare parts items# together with their tender submission2 The breakdown is to showthe actual calculations of the General 8tems# 0abour# Plant and /aterials costs for the %orks# the build"upof measured rates with on"costs and overheads and an& other allowances used to arrive at the TenderPrice2 8n addition the tenderer 9 Contractor will be re;uired to provide the Engineer within I hours with afull and detailed breakdown 9 an& other information if re;uested2

%here fix onl& items are specified# the rate shall be deemed to include for taking deliver storing andinstallation of goods or materials in the %orks where appropriate2

The rates inserted in the !chedule of Da&work shall be deemed to be the rates used b& the Contractor inmaking up rates for works items in all Parts of the Bill of 6uantities2

The Contractor is to allow in his rates for the production of all shop drawings# working drawings# oprationand maintenance instructions called for in the !pecifications2

Combined !ervices Drawings including all surve&ed existing and proposed services showingmanholes# drawpits#


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3v4 Existing ground levels2

3vi4 Earthwork cross sections

3vii4 Temporar& traffic diversions on detour roads

3viii4 Proposed traffic sign design and fixing details2

3ix4

3x4 Temporar& work drawings where re;uested b& the Engineer

ar at !"%

$

Da>3!r4 Sc2e+*(e

B

C

D

E Charge hands and similar cadres are considered as supervisor& and as such are not Da& work categories2

A+7*%t e"t Ite

G CE!//- sections *2-# *2 and *21 are not applicable

Sect !" #9$ - Prea 9(e #C!"t?+.$

Pr c " #C!"t?+.$

/echanical# electrical and other services drawings# diagrams and instructions as re;uired in thecontract and directed b& the Engineer2

The rates inserted in the Bills of 6uantities# with the application of ad


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GENERAL ITEMS

$

i Performance bond and insurances as per the ContractK

ii

iii

iv

v Progress photographs at the end of the each month2

vi

vii !uppl& of one office attendant and two chainmen for the EngineerK

viii

ix

x

xi

xii

xiii !uppl 8nstallation# /aintenance and removal of one pro


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Ge"era( Ite % #C!"t?+.$

xvi

xvii

$

B

i ull& functioning Engineer7s offices $ED @#+++9" per da&

ii $ED @#+++9" per da&

iii Double cabin 3four wheel drive w9$C4 pickup with driver $ED 1++9" per da&

iv $ED 1++9" per da&

v ull& functioning site testing laborator& $ED @#+++9" per da&

vi Chainman as and when re;uired $ED @1+9" per da&

vii ull time ?ffice attendant $ED ,++9" per da&

viii ull& functioning !urve& e;uipments $ED @++9" per da&

Gr!*"+ I",e%t at !"

C

D $ll trial trenches backfilled must be reinstated to original site conditions2

E The items for trial trenches and pits shall be executed in accordance with the Engineer7s instruction2

The rates for trial pits shall be deemed to include an& nature of dewatering and removal of lead services2

G

Sect !" #9$ - Prea 9(e #C!"t?+.$

Contractor7s /ethod"Related Charges for establishment# maintenance and removal of Contractor7soffices# services# plants# temporar& works# supervision and labour 3CE!//- ref $-@M# $-,M# $--M#

$- M# $-1M# $-*M and $- M42

The offices and e;uipments for the Engineer shall compl& all the re;uirements and shall be available infull working order to the satisfaction and approval of the Engineer within the period stipulated fromcommence the %orks in the tender and remain so until one month after the Completion of the %holeof the %orks2

Pa&ments can be suspended# reduced or deleted from an& Contract Pa&ment if# in the opinion of theEngineer# the Contractor is not fulfilling his obligations2

The followings deductions shall be made from Contractor7s pa&ment for dela&s in providing the Engineer7sfacilities within the stipulated period2

ull& functioning office e;uipments for the Engineer7soffices

ull& functioning Telephone# Telefax and internetfacilities

8tems for Ground investigation shall be deemed to include preparation and submission of records andresults2

:o separate items are included for the depth in material and depth supported for the trial trenches2 The

Contractor are deemed to be include these items in the rates for depth backfilled2


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De !( t !" a"+ S te C(eara"ce

$

B

C

D

E

G The ;uantit& for underground septic tanks and other similar materials are assumed and ma& var& in siLe2

(

5

)

0 Rates for items to be reused or returned to Concerned $uthorit& shall include the cost of cleaning2

/

: The Contractor shall not remove an& trees from site without prior approval from the Emplo&er2

Sect !" #9$ - Prea 9(e #C!"t?+.$

8tems for Demolition and !ite Clearance shall also include disposal of the materials arising except asotherwise directed2

The price for general clearance of trees# bushes# other vegetation and debris shall include carting to tip ortransporting and handing over to Concerned $uthorit&2 The rate for General Clearance shall include for thecost for careful removal and replanting of small trees of girth >+21m for which no separate bill item isincluded2

The Contractor should ensure to take the instructions from the Engineer for limits of general clearancework2 Pa&ment will be for approved areas onl&2

The rate inserted for Breakout and remove existing asphalt wearing courseH shall include for saw cuttingand making good the cut edge of the pavement# which is to remain insitu# preparation of existing surface 3ifre;uired4 and for removal of all waste material to tip2

The rate for removal of existing kerbs shall include removal of concrete foundation and haunching andcarting to approved tip2

The work in this section is also to include for certain below ground structures such as septic tanks andsimilar structures which need empt&ing before demolition and backfilling etc2

The prices for removal of road signs shall include for cleaning and deliver& of signs to Concerned $uthorit&and for removal of concrete foundations and carting to tip2

The rate for removal of interlocking tiles shall included for their careful removal# palleting and storing on sitein an approved manner# or otherwise disposed of as directed b& the Engineer2

The rates for demolition and removal shall include the cost of backfilling voids in the ground andreinstatement# if an caused due to such demolition and removal2

!alvageable items arising from the demolitions under this section or an& other section of B?6 shall berecovered and delivered to owner after cleaning and packing well as the case ma& be2


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De !( t !" a"+ S te C(eara"ce #C!"t?+$

$

B

C

Sect !" #9$ - Prea 9(e #C!"t?+.$

Removal of Existing %arning and Regulator& !igns shall be measured b& the number of the variousnumber of %arning and Regulator& !igns as approved b& the Engineer2 The rate shall allow for theremoval and transportation of the signs to the Concerned $uthorit& !tores and all materials# labour# toolsand e;uipment necessar& or incidental to the removal of the %arning and Regulator& !igns2

The Contractor shall not to dispose of an& removed furniture or materials from site without the Engineer7swritten permission2

The rate for demolition of buildings shall include for breaking up and carting awa& ground floor structure3concrete slab or wood flooring including


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Eart23!r4%

$

B

C

D

E

G

(

5

)

0

Sect !" #9$ - Prea 9(e #C!"t?+.$

The ;uantities of earthworks shall be computed net using dimensions from the Drawings with no allowancefor bulking# shrinkage# waste or working space# the additional width allowance is deemed included in therate2

The rates for excavation are deemed to include preparation of excavated surfaces to receive permanentworks# trimming of surfaces not to receive permanent works# protection of embankment# upholding sides ofexcavation# and the removal of dead services unless measured separatel&2

The rates for excavation of material below the final surface and replacement with stabiliLing crushed

material shall include for the disposal of excavated material to an approved dump site2

The rate for excavation of artificial hard material is onl& applicable to the removal of such volumes to @mbelow formation level# in volumes exceeding @m - 2 8t is also to include for backfilling with suitable materialand removal to tip of the excavated artificial material2

The rates for imported fill materials shall include borrow pit excavation# hauling# placement and compactionin specified la&ers2

:o separate pa& item is included for the trimming and preparation of the existing ground in respect of fillareas# all preparation works such as scarif&ing# mixing# adding water and compaction and an& other worksas re;uired b& the !pecifications are to be included for in the pa& items for fill to embankments works etc2

The ;uantities for rock excavation# artificial hard material and excavation below the final surface areassumed and ma& or ma& not be encountered during excavations2

!uitable excavated material generated from general and structural excavation shall be re"used inembankments 3in lieu of imported fill4# as opposed to being disposed of# off site# if so directed b& theEngineer2 8n such cases no pa&ment shall be made for disposal of surplus materials 3reused42

!uitable excavated material from an& section of the works shall be utiliLed in the other sections of the workswithin the pro


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Eart23!r4% #C!"t?+$

/

:

P

Sect !" #9$ - Prea 9(e #C!"t?+.$

The Emplo&er wishes to reuse the excavated road foundation material 3such as sub base 9 road base 9 wetmix# etc224 from new footpath construction works or elsewhere within the pro


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R!a+% a"+ Pa, " %

S*9-9a%e% F(e6 9(e R!a+9a%e% a"+ S*r&ac "

$

B The rates shall include for all the necessar& trials as specified in the !pecification2

C

D

E

G

(

5

)

Sect !" #9$ - Prea 9(e #C!"t?+.$

The Department of Transport 3DTp4 specifications for sub"base# flexible road bases and surfacing asnoted in CE!//- are not applicable to this Contract2 The Contractor is re;uired to refer to relevantContract !pecification Clauses2

The rates for Bituminous Base Course shall be based on a binder content of -2AO b& weight of total mixand shall be ad


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Pr ce A+7*%t e"t% &!r B t* "!*% Ba%e C!*r%e

$

B Table @

De& c e"c> " T2 c4"e%% a% Pr!'!rt !"a( 'art !&+eter "e+ 9> C!re% BOQ Rate A((!3e+

+2+ to -2+ millimetres @++ Per cent

-2@ " @+ millimetres or fifteen 3@14 per cent of I+ Per centplan thickness 3whichever is less4

C

D

E

Deduction for deficient thickness ma& be effected on an& pa&ment after the information becomes available2

Sect !" #9$ - Prea 9(e #C!"t?+.$

R!a+% a"+ Pa, " % #C!"t?+.$

%here the average thickness of bituminous base course is deficient in thickness b& more than three 3-4millimetres# but not more than ten 3@+4 millimetres# or fifteen 3@14 per cent 3whichever is less4# pa&ment willbe made at an ad


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9 9/1@


Pr ce A+7*%t e"t &!r B t* "!*% B "+er C!*r%e

$

B Table ,

De& c e"c> " T2 c4"e%% a% Pr!'!rt !"a( 'art !&+eter "e+ 9> C!re% BOQ Rate A((!3e+

+2+ to -2+ millimetres @++ Per cent

-2@ to @+ millimetres or fifteen 3@14 per cent of I+ Per centplan thickness 3whichever is less4

C

D

E

Sect !" #9$ - Prea 9(e #C!"t?+.$

R!a+% a"+ Pa, " % #C!"t?+.$

%here the average thickness of Bituminous Binder is deficient in thickness b& more than three 3-4millimetres# but not more than ten 3@+4 millimetres# or fifteen 3@14 per cent 3whichever is less4# pa&ment willbe made at an ad


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9 9/1<


B t* "!*% ;ear " C!*r%e

$

Ker9% C2a""e(% a"+ E+ " %

B

C

L 2t +*t> 'a,e e"t

D

A"c ((ar e%

E

G

Sect !" #9$ - Prea 9(e #C!"t?+.$

R!a+% a"+ Pa, " % #C!"t?+.$

%hen the Bituminous %earing Course is more than 3-4 millimetres deficient in thickness# less than thespecified thickness# the Contractor shall remove such deficient areas and replace them with bituminouswearing course of an approved ;ualit& and thickness2 The Contractor will receive no compensation formaterials or labour or the costs involved in the removal and the replacement of the deficient Bituminous%earing Course 2

Rates for kerbs shall include excavation# filling# formwork# concrete beds and backings# expansion


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$

B

M %ce((a"e!*% ;!r4

C

D

E

Sect !" #9$ - Prea 9(e #C!"t?+.$

R!a+% a"+ Pa, " % #C!"t?+.$

A"c ((ar e% #C!"t?+.$

8nstallation of !ign Panels on Existing !tructures shall be measured b& the s;uare metre of sign face areato the nearest one tenth of a s;uare metre using dimensions shown on the drawings or as approved b& theEngineer2 The rate shall allow for all necessar& modifications to existing sign structures# cutting of existingposts to the proper length to accommodate the new sign panels# removal of posts as necessar suppl& andinstallation of additional mounting brackets and the installation of sign panels to the existing structure in amanner as approved or directed b& the Engineer2 The rate shall also include but not b& wa& of limitation#the application of galvaniLing repair compound# the suppl& of all necessar& mounting hardware and fittings#materials# labour# tools and e;uipment necessar& or incidental to the installation of the completed sign2

The unit of measurement for guide signs and supplementar& notes is m , 2

Removal and transporting of !ign Panels shall be measured b& the s;uare meter of existing sign panelarea to the nearest tenth of a s;uare meter using actual sign dimensions2 The rate for the removal of signpanel shall allow for the careful dismantling of signs# bundling# protecting# labelling and transporting of signpanels to Concerned $uthorit& !tores2 The rate shall also include but not b& wa& of limitation# all materials#labor# tools and e;uipment necessar& or incidental to the removal and transporting of existing sign panelsregardless of t&pe or location2

Removal of Existing %arning and Regulator& !igns shall be measured b& the number of the variousnumber of %arning and Regulator& !igns as approved b& the Engineer2 The rate shall allow for theremoval and transportation of the signs to Roads J Transport $uthorit& !tores# $ll materials# labour# toolsand e;uipment necessar& or incidental to the removal of the %arning and Regulator& !igns2

Ground /ounted !ign !upport " Rectangular Posts shall be measured in numbers of the various t&pes ofposts as shown on the drawings and approved b& the Engineer2 The rate shall allow for the supplmanufacturing and erection of the ground mounted sign support for rectangular posts to the re;uireddimensions as determined in the field and approved b& the Engineer2 The rate shall also include# but not b&wa& of limitation# post caps# base plates the suppl& and installation of all necessar& hardware and fittings#labour# tools and e;uipment necessar& or incidental to the installation of the completed ground mounted

sign support2


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$

B Expansion


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;!r4% I" C!""ect !" ; t2 T2e Ser, ce A*t2!r t e%

Ge"era( A(( Ser, ce%

$

B

C

D

E

G

(

5

Sect !" #9$ - Prea 9(e #C!"t?+.$

This Part provides for the works to be carried out in connection with the !ervice $uthorities# which are notbeing applied to a specific utilit&2

Trial pits and trenches to locate existing services as instructed b& the Engineer will be measured and paidfor on the basis of the actual ;uantit& of the work carried out2 The rate should include the costs ofdewatering# if re;uired# and reinstatement2

8tems for trial pits and trenches shall be deemed to include preparation and submission of records andresults in co"ordination with the relevant authorit&2 $ll such information shall be forwarded to theEmplo&erthrough the Engineer in digital format with hard copies2

'nless otherwise specified# the rates for ducts and pipes shall include for excavation in an& material#excluding rock# except where other direct pa&ment is included in this Bill# dewatering# timbering# shaping#backfilling# compaction# disposal of surplus excavated material# providing and la&ing pipes# the provision ofcolour coded draw cords# end plugs# T&pe @ and9or T&pe , duct markers and cleaning2

The rates in this Part concerning excavation for locating# exposing# slewing and lowering existing servicesshall include for backfilling and compaction# and for all necessar& temporar& supports# protection andreinstatement2

The rates for services work are deemed to include for the provision and installation of detectable warningtapes as per the !pecification for all newl& installed and existing services which are ad


24/75


25/75



9 9/ 1


$

B

C The rates for pipelines shall include final cleaning and sterilisation as specified2

D

E

G

(

5 Geotextile shall be measured in s;uare meter# the rate shall include linings to trenches etc2#

)

0

Sect !" #9$ - Prea 9(e #C!"t?+.$

;!r4% I" C!""ect !" ; t2 T2e Ser, ce A*t2!r t e% #C!"t?+.$

Ge"era( A(( Ser, ce% #C!"t?+.$

@ Da&s notice of intent to be issued to !ervice $uthorities2 :o additional time will be allowed for an&dela&s in receiving :o ?b


26/75



9 9/


;ater ;!r4% #;!r4% &!r FE;A-;D$

$

B

C

D

E(ectr ca( ;!r4% #;!r4% &!r FE;A-ED$

E

$ll works concerning E%$"ED shall be executed b& Contractors 9 !ubcontractors approved b& E%$"ED2

G

(

5

Sect !" #9$ - Prea 9(e #C!"t?+.$


$ll materials re;uired for the E%$"%D works 3diversion and betterment4 shall be procured b& theContractor2 The rates for water pipelines shall include for final cleaning and steriliLation and commissioning

Contractor7s rates are to include for transport to site all fixing items including connection between pipes 9fittings 9 valves2

The rates for operations relating to water suppl& house connections shall include for excavation# installation#backfilling# compaction and reinstatement2

$ll works concerning diversion# betterment and development for E%$ will be governed b& the prevailingagreements between E%$ and /unicipalit&2 The rates shall allow for phasing the works to maximiLe thereuse of recovered pipes etcN# where pertinent2

$ll material re;uired for the E%$"ED 3diversion and betterment4 shall be procured b& the Contractor2 Therates shall include for final handing over and commissioning of the works2

$ll diversion works for E%$"ED 0. cables shall be carried out b& E%$ approved Contractor underE%$ !upervision2 The rates shall allow for the suppl& of cables# cable la&ing# trench excavation and

backfilling# beds and surrounds#


27/75



9 9/


$ The rates for recover& of cables of different siLes shall include for the following

3i4

3ii4

3iii4 The rates shall allow for phasing of the works to accommodate restrictions to power outage periods2

38v4

;!r4% &!r Et %a(at

B

Sect !" #9$ - Prea 9(e #C!"t?+.$


E(ectr ca( ;!r4% #;!r4% &!r FE;A-ED$ #C!"t?+.$

or -- k.# @@k. and *2* k. power cables " proper redrumming and seal of ends and all precautionsagainst damage to allow the option of reuse b& the Emplo&er including deliver& to E%$"ED storesor to an& other location as directed b& the Engineer2 The rate for recover& shall include backfilling oftrenches2

or cable relocation works the rates shall include the necessar& services re;uired from E%$ 3ED4#approved sub"contractor2

The existing cables to be relocated must be in good condition and approved b& E%$"ED beforereusing2 Rate for relocation must include an& excess material to be returned to E%$"ED storesand if re;uired additional cables to be picked up from E%$"ED stores2

or Etisalat %orks# ET8!$0$T will provide all cable ducts# end caps# draw ropes# spacers and furniture formanholes and


28/75



9 9/ 5


$

;!r4% &!r R!a+ L 2t " De'art e"t

B

C

D

E

Sect !" #9$ - Prea 9(e #C!"t?+.$


The rate for soakawa& should allow for suppl& and installation of the soakawa& as indicated on thedrawings2 The rates shall also include for excavation# backfilling# compaction# disposal of excavatedmaterial# with ++mm thick approved filter media# ,1"*-21 mm gravel all wrapped with geotextile and-++mm thick course fine sand at surface level# heel kerbs and flush kerbs2

:ote " !ervice works and Road 0ighting works are classed as /iscellaneous works where other classdescriptions are found inappropriate2

or Road 0ighting works# Contractor shall suppl& all road lighting poles# feeder pillars# controller cabinets#signal post and loop detector cables2 The rates should allow for suppl store on site# as re;uired#installation# testing and commissioning as per authorit& 3 E%$4 re;uirements2

Rates for removal and refixing of existing columns shall include for disconnection of existing cables#dismantling and temporar& storage of the column# excavation and removal of the foundation and backfillingof the void formed2 The rate shall include for temporar& storage of the foundations if re;uired2 Refixing ofthe columns shall include excavation and installation of the foundation# including backfilling# re"erection ofthe lighting column2

Rates should include regular attendance on site for routine maintenance of the Road 0ighting s&stemduring the /aintenance Period# including cleaning of the luminaries and replacement of failed bulbs2

The rate for traffic signal manhole shall include for excavation# suppl&ing or construction of the bases#dewatering# compaction# shuttering# reinforced concrete# cover frames# backfilling and all other necessar&works as shown on the drawing and specifications2


29/75



9 9/ :


;!r4% &!r R!a+ L 2t " De'art e"t #C!"t?+.$

$

B

C

D

;!r4% &!r S'are D*ct%

E

Pr!, % !"a( S* %

Provisional !ums are included in a separate Bill !ection and not under General 8tems 2

G

(

5

)

0

Sect !" #9$ - Prea 9(e #C!"t?+.$


The rate inserted for ExcavationH shall include excavation in an& material# including necessar& dewatering#excavation b& hand backfilling voids and disposing off all surplus materials

The rates for concrete foundation shall included for excavation# suppl&ing or construction of the bases#dewatering# compaction# shuttering# reinforced concrete# holding down bolts# protection of holding downbolts# nuts and washers with denso tape# ducts# backfilling and all other necessar& works as shown on thedrawing and specifications2

The rate for ducts shall include for but not be limited to providing and installing 3including cutting#


30/75

BILL PAGEDESERT ROSE BILL OF QUANTITIESTHE GREEN CITY DOHUK SECTION Nr.KURDISTAN - PHASE 1 DAY ;ORKS

c c/1ITEM ITEM DESCRIPTION

Sect !" #c$ - Da> 3!r4%

$ Ge"era((>

Da&work will be administered strictl& in accordance with the Conditions of Contract# Clause 1,2

The Contractor will be paid for Da&work carried out during the course of the contract while other operationsare in progress at the rates set down in this schedule2 Profit and overheads are not to be included inthe actual rates but stated as percentage addition in the item provided for same at the end of the labour#/aterial and Plant !ections of this !chedule of Rates2 The percentage addition should not onl& be for

Profit and ?verheads but also for specific procurement for Da&work re;uirements2

The basic rates to be inserted in the Da&work !chedules shall be the rates which the contractor hasused in determining his 'nit Rates inserted in all sections of the Bill of 6uantities2

Time engaged in the actual works onl& will be allowed2 8n the event of labour or plant having to bebrought to site especiall& for the item of Da&work then a reasonable allowance ma& be made fortravelling time# but the allowance for travelling time is to be agreed before the Da&work item is executed2

The 6uantities stated in the da&work schedule @# , and - are estimated and ma& be encountered totallor part or not at all as Engineer ma& direct2

:o work carried out on a Da&work basis will be measured unless# before starting work# the Contractor hasobtained the written approval of the Engineer2

B Rate% &!r La9!*r

The Da&work rates ;uoted for labour are to be the inclusive :ETT amounts pa&able including for useand waste of hand tools and of all ordinar& non"mechanical plant# stagings# scaffolding# tarpaulin#use of electrical light and water for the works# etc2 and all special inducements for working in DubaiEmirate2 The rates shall also be deemed to include the extra cost of public holida&s other holida&s withpa medical costs# bonus# sick leave# termination indemnit& pa& and the like2 'nless specificall&authorised in writing b& the Engineer# non"productive overtime or special rates for overtime will not beadmissible2 The cost of all supervisor& staff including engineers# foremen# charge hands# clerks#storemen and other supportive staff etc2# is to be included in percentage addition for 0abour 2

C Rate% &!r Mater a(%

/aterials used on Da&work shall be as specified for the %ork2 The rates are to include deliver& to thesite2 !hould materials be re;uired for use on Da&work which are not included in the !chedule# thelowest current :ett market prices shall appl plus a reasonable allowance for collecting# loading and offloading and transporting to the %ork2

D Rate% &!r P(a"t H re

Plant hire rates shall include for the cost of maintaining in proper working order# attendance in startingup and shutting down# refuelling and all fuel power# oils grease and cleaning materials# replacementand9or sharpening of tools# provision of tools and all other ancillar& items including consumable spares28dle time in maintenance or travelling to the !ite will not be allowed2

Drivers7 attendants shall be charged for at the rates as laid down for 0abour2


31/75


THE GREEN CITY DOHUK SECTION Nr.KURDISTAN - PHASE 1 DAY ;ORKS

c c/ITEM ITEM DESCRIPTION UNIT QUANTITY RATE AMOUNT

U.A.E. D2%.

Sc2e+*(e 1 La9!*r

$ 0abourer h

B Banksman9Greaser h

C Carpenter h

D /ason9Concrete finisher h

E Driver (eav& Dut& h

Driver 0ight Dut& h

G Pipe fitter h

( Plant operator (eav& h

5 Plant operator 0ight h

) !teel fixer h

0 %elder h

/ 5ointer h

: Painter h

P Electrician h

6 Plumber h

Sect !" #c$ - Da>3!r4% (Cont'd...)


32/75

Carr e+ t! Part S* ar> D2%. -



c c/ITEM ITEM DESCRIPTION UNIT QUANTITY RATE AMOUNTU.A.E. D2%.

Sc2e+*(e Mater a(%

$ Concrete Class -+9,+ !R cement

B Concrete Class @19 + !R cement

C Concrete Class +9,+ !R cement

D Concrete Class +9,+ ?P cement

E @++mm uP.C pipe Class C m

@1+mm uP.C pipe Class C m

G ,++mm uP.C pipe Class C m

( @1+mm $C Class @I pipe m

5 ,++mm $C Class @I pipe m

) ,,1mm $C Class @I pipe m

0 -++mm $C Class @I pipe m

/ ++mm $C Class @I pipe m

: 11+mm $C Class @I pipe m

P *++mm $C Class @I pipe m

6 A++mm $C Class @I pipe m

R @,++mm $C Class @I pipe m

! (ardwood

T !oftwood# treated

' Bitumen *+9 + t

. Bitumen +91+ t

% resh %ater 3@+#+++ litres4 Excluding Tanker sum

!ea %ater 3@+#+++ litres4 Excluding Tanker sum

Q !ubbase /aterial

%etmix /acadam

Sect !" #c$ - Da>3!r4% (Cont'd...)

m -

m -

m-

m -

m -

m -

m -

m -


33/75

$$ $ggregate Base /aterial

$B ?2P2 Cement tCarr e+ t! Part S* ar> D2%. -



c c/5ITEM ITEM DESCRIPTION UNIT QUANTITY RATE AMOUNT

U.A.E. D2%.

$ /2!2R2 Cement t

B !2R2 Cement t

C Coarse $ggregate 3dr&4 t

D ine $ggregates 3dr&4 t

E ,++mm thick hollow blocks nr

@++mm thick hollow blocks nr

G ,++mm !olid blocks nr

( @++mm !olid blocks nr

5 Bituminous $sphaltic Concrete wearing course t

) Bituminous $sphaltic Concrete base course t

0 $sphalt Concrete base course t

/ 8nterlocking Paving Blocks *+mm thick

: 8nterlocking Paving Blocks I+mm thick

P 'pstand road kerb @1+ x -+1 mm m

6 (eel kerb 1 x @1+ mm m

R Drop kerb @I1 x @1+ mm m

! !tandard grade pl&wood thickness @,mm

T !tandard grade pl&wood thickness ,+mm

' /arine grade pl&wood thickness @,mm

. /arine grade pl&wood thickness ,+mm

% /ild steel reinforcement# epox& coated t

(igh tensile steel reinforcement# epox& coated t

m -

Sect !" #c$ - Da>3!r4% (Cont'd...)

Sc2e+*(e Mater a(% (Cont'd…)

m ,

m ,

m ,

m ,

m,

m ,


34/75

Q Granular material for pipe bedding

!tone material for land drains 3max2 siLe @++mm4


BILL PAGE

DESERT ROSE BILL OF QUANTITIESTHE GREEN CITY DOHUK SECTION Nr.KURDISTAN - PHASE 1 DAY ;ORKS

c c/:ITEM ITEM DESCRIPTION UNIT QUANTITY RATE AMOUNT

U.A.E. D2%.

Sc2e+*(e P(a"t

$ !elf"propelled elevating manlift platform -+m reach h

B BulldoLer up to @++ (P h

C BulldoLer from @++ to ,++ (P h

D BulldoLer over ,++ (P h

E Grader up to @ + (P h

Grader over @ + (P h

G h

( h

5 .ibrator& roller up to - tons h

) .ibrator& roller over - tons h

0 Tandem roller up to @+ tons h

/ Tandem roller over @+ tons h

: Pneumatic roller over @+ tons h

P h

6 h

R Dump truck up to 1 tons h

! Dump truck from 1 tons to @+ tons h

T Dump truck over @+ tons h

' Generator up to ,++ )%9(r2 h

. Compressor 1+++"*+++ litres capacit& with small tools h

% h

m -

m -

Sect !" #c$ - Da>3!r4% (Cont'd...)

/otor scraper up to @+m-

/otor scraper over @+m -

Bucket loader up to -m -

Bucket loader over -m -

Excavator up to @m -


35/75

h

Q %ater tanker# minimum @+#+++ litres# excluding water h

Concrete vibrator 3poker9screed4 up to dia 1+mm h

Carr e+ t! Part S* ar> -



c c/@ITEM ITEM DESCRIPTION UNIT QUANTITY AMOUNT

U.A.E. D2%.

$ h

B ork lift# capacit& > 1t h

C (iab truck# * tonne or greater capacit& with lifting arm h

D h

E h

h

G h

( h

5 Plate compactor h

) %ater pump , inch h

0 %ater pump - inch h

/ h

: $sphalt paver h

P 0orr& mounted crane up to ,1 tons h

6 Pick up truck up to , tonnes h

R Pick up truck over - tonnes capacit& h

! $sphalt coring machine 3up to dia2 ,++mm4 h

T *++mm wide cold planner h

' !pra& tanker for tack or prime coat minimum @+#+++ litres h

. /illing machine width less than @2+m h

Excavator over @m -

Sect !" #c$ - Da>3!r4% (Cont'd...)

Sc2e+*(e P(a"t (Cont'd…)

Bob cat# capacit& > @m -

Concrete mixer# *m -

Concrete mixer# Am -

Concrete distribution truck *m-

Concrete pump# 1+m - 9hr

Concrete pump# +m - 9hr

Dumper up to @m -


36/75

% /illing machine width @2+ " ,21m h

/illing machine width greater than ,21m h


BILL PAGEDESERT ROSE BILL OF QUANTITIESTHE GREEN CITY DOHUK SECTION Nr.KURDISTAN - PHASE 1 DAY ;ORKS

c c/<ITEM ITEM DESCRIPTION UNIT QUANTITY RATE AMOUNT

U.A.E. D2%.

$ %elding plant h

B !and blasting unit 3with operator4 h

C $sphalt9concrete saw h

D Pneumatic breaker h

E Portable lighting set with generator h

/echanical road broom h

G Portable traffic signal set with generator h

( %heeled excavator with backhoe and shovel 35CB4 h

Sect !" #c$ - Da>3!r4% (Cont'd...)

Sc2e+*(e P(a"t (Cont'd…)


37/75




c c/ITEM ITEM DESCRIPTION AMOUNT

U.A.E. D2%.

PART SUMMARY

Sc2e+*(e 1 La9!*r

"

!ub total for labour "

Percentage addition for Profit and ?verhead on Da&work 0abour "

T!ta( &!r La9!*r -

Sc2e+*(e Mater a(

"

"

!ub total for material "

"

T!ta( &!r Mater a( -

Sc2e+*(e P(a"t

"

"

"

!ub total for plant "

Percentage addition for Profit and ?verhead on Da&work Plant "

T!ta( &!r P(a"t -

Sect !" #c$ - Da>3!r4% (Cont'd...)

Percentage addition for Profit and ?verhead on Da&work


38/75

T!ta( &!r Sect !" c - Da>3!r4% #1 $ D2%. -Carr e+ t! Gra"+ S* ar>


39/75

BILL PART PAGEDESERT ROSE BILL OF QUANTITIESTHE GREEN CITY DOHUK SECTION Nr. Nr.KURDISTAN - PHASE 1 GROUND IN ESTIGATION

+ 1 +/1/1ITEM ITEM DESCRIPTION UNIT QUANTITY RATE AMOUNT

U.A.E. D2%.

PART 1 - GROUND IN ESTIGATION

N* 9er " ater a( !t2er t2a" r!c4

$ Depth not exceeding @2+m nr ,1 II2++ ,#,++2++

B /ax2 depth @",m nr ,+ A-21+ @#I +2++

C /ax2 depth ,"-m nr @, AA2++ @#@II2++

D /ax2 depth -" m nr @1 @+ 21+ @#1* 21+

De't2 " eter

E Depth backfilled with excavated material for reinstatementm @*@ II2++ @ #@*I2++


Depth not exceeding @2+m nr ,1 A-21+ ,#-- 21+

G /ax2 depth @",m nr , AA2++ @AI2++

( /ax2 depth ,"-m nr @ @+ 21+ @+ 21+

De't2 " eter

5 Depth backfilled with excavated material for reinstatementm -, II2++ ,#I@*2++

Tr a( tre"c2e% t! (!cate t2e e6 %t " %er, ce% 9> 2a"+" a"> 4 "+ !& %! ( !t2er t2a" r!c4% "c(*+ "

're'arat !" +e't2 " ater a( +e't2 %*''!rte+ a"+%*9 %% !" !& rec!r+% re%*(t% a"+ rec! e"+at !"%a(( a% 'er %'ec & cat !"% +ra3 " % +e3ater " &re)* re+ a"+ t! E" "eer?% a''r!,a(.

Tr a( tre"c2e% t! a%certa "/ ,er &>/

(!cate e6 %t " %er, ce% a6 * (e" t2e6ca,at !" 9> 2a"+

Tr a( tre"c2e% t! a%certa " / ,er &>/ (!cate e6 %t "%er, ce% a6 * (e" t2 -@ e6ca,at !" 9> 2a"+


40/75

Carr e+ t! Part S* ar> D2%. @ 55=.:

BILL PART PAGEDESERT ROSE BILL OF QUANTITIES

THE GREEN CITY DOHUK SECTION Nr. Nr.KURDISTAN - PHASE 1 GROUND IN ESTIGATION

+ 1 +/1/ITEM ITEM DESCRIPTION UNIT QUANTITY RATE AMOUNT

U.A.E. D2%.

PART 1 - GROUND IN ESTIGATION#C!"t?+ $


$ Depth not exceeding @2+m nr ,1 @,@2++ -#+,12++

B /ax2 depth @",m nr - @-,2++ -A*2++

De't2 " eter

Cm -@ @@+2++ -# @+2++


D Depth not exceeding @2+m nr ,1 @,*21+ -#@*,21+

E /ax2 depth @",m nr - @- 21+ @,21+

De't2 " eter

m -@ @,@2++ -# 1@2++

Tr a( tre"c2e% t! a%certa " / ,er &> / (!cate e6 %t "%er, ce% a6 * (e" t2 @-1 e6ca,at !" 9>2a"+

Depth backfilled with excavated material forreinstatement

Tr a( tre"c2e% t! a%certa " / ,er &> / (!cate e6 %t "%er, ce% a6 * (e" t2 1 -1 e6ca,at !" 9>2a"+

Depth backfilling with excavated material forreinstatement


41/75

Carr e+ t! Part S* ar> D2%. 15 1:


42/75

T!ta( &!r Part 1 - Gr!*"+ I",e%t at !" D2%. 5 @ @.:Carr e+ t! Gra"+ S* ar>


43/75


THE GREEN CITY DOHUK SECTION Nr. Nr.KURDISTAN - PHASE 1 DEMOLITION 0 SITE CLEARANCE

+ +/ /1ITEM ITEM DESCRIPTION UNIT QUANTITY RATE AMOUNT

U.A.E. D2%.

PART - DEMOLITION AND SITE CLEARANCE

Ge"era( c(eara"ce

$ General clearance as !pecification ha 12 * @#- @2 + #A++2AA

De !( t !"

B

mS @*21+ "

C

m ,,2++ "

DmS @12++ "

EmS ,+2++ "

mS @+2++ "

GmS @12++ "

(

nr ,,2++ "

5

nr @I+2 + "

Re !,a( !& O9%tr*ct !"% " "

)m- @+ 21+ "

0

m, ,++2++ "

T!ta( &!r Part - De !( t !" a"+ S te C(eara"ce D2%. < = .==Carr e+ t! Gra"+ S* ar>

Breakout and remove existing asphalt wearing courseapproximatel& @++"@@1mm thick complete and transport to

$pproved stock pile2

Breakout and remove existing all t&pes of kerbs including

concrete base# backing and haul to approved dump site

Carefull& remove existing interlocking paver block *+mmand store for disignated locion

Carefull& remove existing interlocking paver block I+mmand store for disignated locion

Carefull& remove existing interlocking paver block *+mmand discharge to approved dump site2

Carefull& remove existing interlocking paver block I+mmand discharge to approved dump site2

Carefull& remove existing non illuminated warning andregulator& signs# including posts# and deliver to approvedstores2

Carefull& remove existing non illuminated warning andregulator& signs including posts and set aside in

Contractor7s store for reuse

Breakout and remove existing concrete9rock structures toapproved dump site

Dismantle and remove existing car parking sheadincluding posts# plates etc2 and deliver to approved stores


44/75

BILL PART PAGEDESERT ROSE BILL OF QUANTITIESTHE GREEN CITY DOHUK SECTION Nr. Nr.KURDISTAN - PHASE 1 EARTH;ORKS


U.A.E. D2%.

PART - EARTH;ORKS

E6ca,at !"

$m 121+ "

E6ca,at !" a"c ((ar e%

Bm @12 + "

F (( "

Cm @@2++ "

Excavation for cuttings# material other than top soil# rockor artificial hard material

Disposal of surplus excavated materialK material ortherthean top soil# rock or artificial hard material

illing to embankment# suitable excavated material otherthan top soil or rock U ,1+mm each la&er


45/75

T!ta( &!r Part - Eart23!r4% D2%. -Carr e+ t! Gra"+ S* ar>


46/75


THE GREEN CITY DOHUK SECTION Nr. Nr.KURDISTAN - PHASE 1 ROADS AND PA INGS


U.A.E. D2%.

PART 5 - ROADS AND PA INGS

S*9-9a%e% &(e6 9(e r!a+ 9a%e% a"+ %*r&ac "

$ $ggregate subbaseK CBR= -+O# depth @1+mm mS , 21+ "

B $ggregate subbaseK CBR= -+O# depth @I+mm mS ,A2 + "

C $ggregate road baseK CBR= I+O# depth @++mm mS ,*2 + "

D $ggregate road baseK CBR= I+O# depth @1+mm mS ,I2*+ "

E $sphalt !urface# depth +mm mS @2I+ "

$sphalt !urface# depth *+mm mS - 2 + "

(

mS @2++ "

5

mS *,2++ "

) Prime coat " /C + mS -2-+ "

0 Tack coat mS -2-+ "

/ A+7*%t e"t &!r .1 9 "+er c!"te"t

: or 8tem E on page d9 9@ mS Rate ?nl&

Re(!cat !"

?

mS -12++ "


Precast interlock block paving tiles 3to the approvedpattern and color4K thickness I+mm on and including1+mm thick sand bed

Precast concrete block paving tiles 3to the approvedpattern and color4K thickness *+mm on and including1+mm thick sand bed

Re"install interlocking paver block *+mm as per standardand specification and directed b& the Engineer


47/75


48/75


49/75



+ 5 +/5/ITEM ITEM DESCRIPTION UNIT QUANTITY RATE AMOUNT

U.A.E. D2%.

PART 5 - ROADS AND PA INGS #C!"t?+.$

A"c ((ar e%

Tra&& c % " "!"- ((* "ate+

S*''(> a"+ "%ta(( tra&& c % " " acc!r+a"ceD*9a Tra&& c C!"tr!( De, ce% Ma"*a(

$ ?ctagonal !top !ign PanelK siLe *++ x *++mmK T&pe -+@ nr I-+21+ "

B Circular )eep Right !ign PanelK siLe *++mmK T&pe -, nr A,A21+ "

C Circular Pass Either !ide !ignK siLe *++mmK T&pe -,* nr A,A21+ "

D nr IA*21+ "

E nr A, 2++ "

Triangular '"Turn $head !ignK 1+mmK T&pe @A nr A,2++ "

G Circular Roundabout !ign PanelK siLe *++mmK T&pe -,A nr A-12++ "

( Triangular Roundabout $head !ignK 1+mmK T&pe ,+ nr A +21+ "

5 nr A *2++ "

) :o Through Road !ignK 1+mmK T&pe +A nr @#+* 2++ "

0 Parking TrailblaLer !ignK T&pe 1+A nr A+,2++ "

/ ?ne %a& !ignK T&pe -+1 J -+ 2 nr A@-2++ "

Re(!cat !"

? Re"erect previousl& set aside warning and regulator& sign nr -I12++ "


;ar" " a"+ re *(at!r> % "% "c(*+ "'!%t% e 9e++e+ " r!*"+/'a,e e"t etc. c! '(etea% %2!3" !" t2e Dra3 " %.

Triangular Give %a& 3Qield4 !ign PanelK siLe *++mmKT&pe -+,

Triangular Give %a& To Pedestrain !ignK 1+mmK T&pe-+-

Circular /aximum !peed 0imit !ign PanelK *++mmK T&pe- @


50/75




U.A.E. D2%.


$ Pavement arrow nr @ *2++ "

B Dividing 0inesK @++ mm wideK T&pe *1, m I2I+ "

C :o Passing 0inesK @++ mm wideK T&pe *@@ m I2I+ "

D Parking Envelope 0inesK @++ mm wideK T&pe *,+ m @*21+ "

E !top 0inesK -++ mm wideK T&pe *+@ m ,,2++ "

Give wa& 0inesK -++ mm wideK T&pe *+, m @A2I+ "

G Edge 0ine /arkingK @1+ mm wideK T&pe *@- m , 21+ "

( Pedestrain Crossing /arkingK T&pe *+- m -I21+ "

5 Continuit& 0ineK @++ mm wideK T&pe *I@ m ,,2++ "

) Parking !paces linesK @++ mm wideK T&pe *,@ m @ 2*+ "


A"c ((ar e% - S*r&ace ar4 " T2er ! P(a%t c Mar4 "a% %'ec & e+


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+ 5 +/5/:ITEM ITEM DESCRIPTION AMOUNT

U.A.E. D2%.


MISCELLANEOUS ;ORK

T> " t! E6 %t " Pa,e e"t

$m ,+-21+ "

Bm ,+A2++ "


T> " t! e6 %t " 'a,e e"t a% +eta (e+ !" +ra3 ""c(*+ " 9rea4!*t e6 %t " 'a,e e"t + %'!%a( %a3

c*tt " ,ert ca( tac4 c!at (( " # & re)* re+$ a"+ a(("ece%%ar> 're'arat !"% 3!r4 etc. c! '(ete

:ew pavement t&pe $ with existing pavementK transverse


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+ 5 +/5/@ITEM ITEM DESCRIPTION AMOUNT

U.A.E. D2%.


PART SUMMARY

Page d9 9@ "

Page d9 9, "

Page d9 9- "

Page d9 9 "

Page d9 91 "

T!ta( &!r Part 5 - R!a+% a"+ Pa, " % D2%. -Carr e+ t! Gra"+ S* ar>


53/75


54/75


THE GREEN CITY DOHUK SECTION Nr. Nr.KURDISTAN - PHASE 1 DRAINAGE ;ORKS

+ : +/:/ITEM ITEM DESCRIPTION AMOUNT

U.A.E. D2%.

PART : - DRAINAGE ;ORKS #C!"t?+.$

PART SUMMARY

Page d919@ "

T!ta( &!r Part : - Dra "a e ;!r4% D2%. -Carr e+ t! Gra"+ S* ar>


55/75

BILL PART PAGEDESERT ROSE BILL OF QUANTITIESTHE GREEN CITY DOHUK SECTION Nr. Nr.KURDISTAN - PHASE 1 ;ATER ;ORKS

+ @ +/@/1ITEM ITEM DESCRIPTION UNIT QUANTITY RATE AMOUNT

U.A.E. D2%.

PART @ - ;ATER ;ORKS

PRECAST CONCRETE

$ @+++ x 1++ x @1+mm thick nr ,*+21+ "

B Depth not exceeding +21m nr @#,++2++ "

T!ta( &!r Part @ - ;ater ;!r4% D2%. -Carr e+ t! Gra"+ S* ar>

Preca%t re "&!rce+ c!"crete 'r!tect !" %(a9% '(ace+!,er e6 %t " ' 'e ( "e% a% +eta (e+ !" +ra3 " %%'ec & cat !" a"+ t! t2e %at %&act !" !& t2e E" "eer

"c(*+ " e6ca,at !" 9ac4 & (( " 9 t* e" 'a "t etc.c! '(ete

E6 %t " Ma"2!(e r %e !r (!3er a% 'er re(a,e"ta*t2!r t e% %ta"+ar+ a"+ %'ec & cat !" a"+ + recte+ 9>t2e E" "eer


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THE GREEN CITY DOHUK SECTION Nr. Nr.KURDISTAN - PHASE 1 STREET LIGHTING ;ORKS

+ < +/ D2%. -

Carefull& remove existing lighting column# fittings#precastfoundations# dismantle completel& and set aside inContractor7s enclosed store for reuse9return# includingdisposal of precast foundations to approved tip# cabledisconnections and backfilling of voids

Care&*((> re !,e e6 %t " (* "a re% & tt " % !"e6 %t " 1 2 2 ( 2t " c! * " c! '(ete(> a"++e( ,er t! c( e"t %t!re "c(*+ " ca9(e + %c!""ect !"%etc. c! '(ete.

S*''(> a"+ "%ta(( ca9(e " tre"c2 +ra3 t2r!* 2 r!a+cr!%% " +*ct% c! '(ete "c(*+ " e6ca,at !"%2!r " +e3ater " ter "at !" acce%%!r e%%*''!rt% %*rr!*"+% 9ac4& (( " carta3a> %*r'(*%

ater a( Te%t " a"+ c! %% !" " etc. a(( a% 'er%'ec & cat !"% +ra3 " % a"+ (!ca( a*t2!r t>

re)* re e"t%

S*''(> (a> a"+ 7! "t *P C ca9(e +*ct% " tre"c2e%9e"eat2 carr a e3a> "c(*+ " e6ca,at !"9ac4& (( " 7! "t " e"+ ca'% 3ar" " ta'e +ra3r!'e% ar4er% 9e"+% tee% etc.

Ma%% c!"crete 2 2 ( 2t " c!(* " 9a%e% c! '(etea% +eta (e+ !" +ra3 " "c(*+ " e6ca,at !"9ac4& (( " c! 'act !" &!r 3!r4 c!"crete 2!(+ "+!3" 9!(t% 3 t2 1 re9ar ( "4 'r!tect !" !&2!(+ " +!3" 9!(t% "*t% a"+ 3a%2er% 3 t2 +e"%!ta'e#9e&!re ca%t " a"+ a&ter erect !"$ rea%e+ & ((e+P C ca'% &!r : a%t 9 t* e" 'a "t etc.


57/75


58/75

Carr e+ t! Part S* ar> D2%. @ @5 .


59/75



+ < +/


60/75

BILL PART PAGEDESERT ROSE BILL OF QUANTITIESTHE GREEN CITY DOHUK SECTION Nr. Nr.KURDISTAN - PHASE 1 ETISALAT ;ORKS


U.A.E. D2%.

PART - ETISALAT ;ORKS

D*ct%

$ @"wa @++mm dia Depth not exceeding @21m m @- 21+ "

B @"wa @++mm dia Depth not exceeding @21m m , 21+ "

C Depth not exceeding +21m nr 11+2++ "

PIPE ;ORK - MANHOLES AND PIPE ;ORKANCILLARIES

S*''(> (a> a"+ 7! "t *P C +*ct% " tre"c2 "c(*+ "'!rte+ %a"+ 9e+% a"+ %*rr!*"+% e"+ ca'% +ra3

c!r+% %t*+% c!"crete +*ct ar4er% a"+ 3ar" " ta'ea% %'ec & e+.

S*''(> (a> a"+ 7! "t *P C +*ct% " tre"c2 "c(*+ "c!"crete 9e+% a"+ %*rr!*"+% &!r 3!r4 '!(>t2e"e%2eet 9 t* "!*% 'a "t e"+ ca'% +ra3 c!r+% %t*+%c!"crete +*ct ar4er% a"+ 3ar" " ta'e a% %'ec & e+.



61/75

T!ta( &!r Part - Et %a(at ;!r4% D2%. -Carr e+ t! Gra"+ S* ar>


62/75

BILL PART PAGEDESERT ROSE BILL OF QUANTITIESTHE GREEN CITY DOHUK SECTION Nr. Nr.KURDISTAN - PHASE 1 GAS ;ORKS

+ = +/=/1ITEM ITEM DESCRIPTION UNIT QUANTITY RATE AMOUNT

U.A.E. D2%.

PART = - GAS ;ORKS

PRECAST CONCRETE

$@+++ x 1++ x @1+mm thick nr ,*+21+ "

B ,+++ x 1++ x -++mm thick nr 11+2++ "

C Depth not exceeding +21m nr @#1++2++ "

T!ta( &!r Part - GAS ;!r4% D2%. -Carr e+ t! Gra"+ S* ar>

Preca%t re "&!rce+ c!"crete 'r!tect !" %(a9% '(ace+!,er e6 %t " ' 'e ( "e% a% +eta (e+ !" +ra3 " %%'ec & cat !" a"+ t! t2e %at %&act !" !& t2e E" "eer

"c(*+ " e6ca,at !" 9ac4 & (( " 9 t* e" 'a "t etc.c! '(ete



63/75


64/75

BILL PART PAGEDESERT ROSE BILL OF QUANTITIESTHE GREEN CITY DOHUK SECTION Nr. Nr.KURDISTAN - PHASE 1 PRO ISIONAL SUMS


U.A.E. D2%.

PART 11 - PRO ISIONAL SUMS

Ser, ce A*t2!r t> ;!r4%

$

sum -1+#+++2++

Bsum -1+#+++2++

Csum -1+#+++2++

D

sum @#+++#+++2++

E $dd O for overhead and profit for 8tem $# B# C J D O @+O ,+1#+++2++

C!"t " e"c e%

sum @#+++#+++2++

N!te T2e Pr!, % !"a( S* % ,e" " t2e B (( !&Q*a"t t e% a> 9e *%e+ " 32!(e !r " 'art !r "!t ata(( !" t2e "%tr*ct !" !r t2e E" "eer

Provisional sum of Dhs2 WWWWWWWWWWWW for directpa&ment b& the emplo&er to E%$ 3%D4 for diversions

Provisional sum of Dhs2 WWWWWWWWWWWW for directpa&ment b& the emplo&er to E%$ 3ED4 for diversions

Provisional sum of Dhs2 WWWWWWWWWWW for direct pa&mentb& the emplo&er to Etisalat for diversions

Provisional sum of Dhs2 WWWWWWWWWWWW for directpa&ment b& the emplo&er to various authorities for finalconnections

Provisional sum of Dhs2 WWWWWWWWWWWWW for

contingencies to be expended in full or part or not at all atthe discretion of the emplo&er


65/75

T!ta( &!r Part 1 - Pr!, % !"a( S* % D2%. :: .Carr e+ t! Gra"+ S* ar>


66/75

BILL PAGEDESERT ROSE BILL OF QUANTITIESTHE GREEN CITY DOHUK SECTION Nr.KURDISTAN - PHASE 1 GRAND SUMMARY

e e/1AMOUNT

U.A.E. D2%.

Sect !" #e$ - S* ar> Pa e Nr.

Part @ " Ground 8nvestigation d9@9- +#*+*21+

Part , " Demolition and !ite Clearance d9,9@ #A++2AA

Part - " Earthworks d9-9@ "

Part " Roads and Pavings d9 9* "

Part 1 " Drainage %orks d919, "

Part * " %ater %orks d9*9@ "

Part " !treet 0ighting %orks d9 9- *I#* +2++

Part I " Etisalat %orks d9I9@ "

Part A " Gas %orks d9A9@ "

Part @+ " !pare Ducts d9@+9@ "

!ub Total 3a4 @@ #@ 2 A

$d !& ;!r4% Part% PS 0 Da> 3!r4% -#- ,#@ 2 A

$ A !*"t " ;!r+%

3D(!2 4


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68/75

BILL

DESERT ROSE BILL OF QUANTITIESTHE GREEN CITY DOHUK SCHEDULE OF RATE BREAKDO;N SECTION

KURDISTAN - PHASE 1 FOR ;ORK ITEMS &

Ite Nr. De%cr 't !"

BREAKDO;N OF GENERAL ITEMS

G* +a"ce "!te% -

@

, These values will be taken into consideration in tender evaluation2

-

$ C!"tract*a( Re)* re e"t%

i 3Bonds and insurances#etc2224

ii Establishment

iii /aintenance

B S'ec & e+ Re)* re e"t%

3?ffices# services2 e;uipments and attendance for the Engineer7s staff2 etc2224

i Establishment

ii /aintenance

iii Removal

C C!"tract!r?% - S te Fac ( t e%

i

ii /aintenance

iii Removal

This is a breakdown of Contractor7s General 8tems I Preliminaries# which has beendistributed with in the bill items2

This schedule must be filled and submitted along with the bid#failing which the tender can be considered in"complete2

This schedule is to be used onl& for va luation of variations# and:?T for pa&ment

.alues must be given as a Oage of the bid value and upto ,decimals 3++2++O42

3Buildings# services# plant# temporar& works# supervision# testing# site laborator

Estab lishment


69/75

T!ta( a e !& 9 + ,a(*eBILL

DESERT ROSE BILL OF QUANTITIES

THE GREEN CITY DOHUK SCHEDULE OF RATE BREAKDO;N SECTION

KURDISTAN - PHASE 1 FOR ;ORK ITEMS&

Ite Nr. La9!*r P(a"t Mater a( O,er2ea+% # $ Pr!& tMa " O&& ce S te O&& ce

d9@9@ " $d9@9@ " B

d9@9@ " C

d9@9@ " D

d9@9@ " E

d9@9@ "

d9@9@ " G

d9@9@ " (

d9@9@ " 5

d9@9, " $

d9@9, " B

d9@9, " C

d9@9, " D

d9@9, " E

d9@9, "

d9,9@ " $

d9,9@ " B

d9,9@ " C

d9,9@ " D

d9,9@ " E

d9,9@ "

d9-9@ " $

d9-9@ " B

d9-9@ " C

d9 9@ " $

d9 9@ " B

d9 9@ " C

d9 9@ " D

d9 9@ " E

d9 9@ "

d9 9@ " G


70/75


71/75

BILL

DESERT ROSE BILL OF QUANTITIESTHE GREEN CITY DOHUK SCHEDULE OF RATE BREAKDO;N SECTION

KURDISTAN - PHASE 1 FOR ;ORK ITEMS&

Ite Nr. La9!*r P(a"t Mater a( O,er2ea+% # $ Pr!& tMa " O&& ce S te O&& ce

d919@ " $

d919@ " B

d919@ " C

d9*9@ " $

d9 9@ " $

d9 9@ " B

d9 9@ " C

d9 9, " $

d9 9, " B

d9 9, " C

d9 9, " D

d9 9, " E

d9 9, "

d9I9@ " $

d9I9@ " B

d9A9@ " $

d9@+9@ " $

d9@+9@ " B

d9@+9@ " C

d9@+9@ " D


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PAGE

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&/1T!ta(


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&/T!ta(


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Dohuk - Phase 1 BOQ

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Transcript of Dohuk - Phase 1 BOQ