Bill Qty. for Main Road of Bashmakh-Penjwen - Copy

7/24/2019 Bill Qty. for Main Road of Bashmakh-Penjwen - Copy

1/12

Bakhtyar Qadir15/8/2013

1 of 12 Bashmakh-Penjwen 883

General Directorate of Road and Bridge /Sulaiymanyah

Construction of Bashmakh-Penjwen E!ressway Project

From KM: 2+600 to 9+160 with two Interchanges

PROJECT IMPLEMENTATION DURATION: 700 Calendar days

Construction of Bashmakh-Penjwen E!ressway

From KM: 2+600 to 9+160

"o# $temDesc# Unit Qty $tem Cost $D

1-All description items should be according to the standard Specifications for Roads and Bridges(SSRB).

2-All materials provide by the contractor should be ne and approved by representative !ngineer.

"-#he contractor ( $herever re%uired) has to ma&e all surveys' designs all draings and details'natural ground profiles'any variation order re%uirements' B..' reference points' re-fi and add anyother necessary points for construction purposes.

*-#he contractor shall +rovide all necessary surveying instrument such as (levels and total station)during the contracter as directed by the site !ngineer and according to section R 1 of (SSRB).

,-#he contractor should provide field laboratory for the hole duration of the proect for testing soil ' concrete and asphalt in the site . /pon the completions of the contract the instruments illremain the property to the contractor.

All works should be according to the tandard s!eci"ication o" road and bridges #$%& $e'ised1()2)200*

%nit Price$D

obili0ation: Su!y materia! and "onstru"tPrefa#ri"ated offi"e of fi$e rooms !us kit"hen and#athroom% wa!!s made from sandwi"h ane!s &f!oor from"erami" ti!es& roof from auesti" ti!es and widows from!asti" dou#!e '!a(e) *nd "ontain the fo!!owin' furniture foren'ineers or as needed #y the suer$isor en'ineers) a!sosu!ied with ermanent e!e"tri"ity form the main ower

and 'enerator and ro$idin' "!ean hot and "o!d water anddraina'e system with dai!y maintenan"e)

a-Eight ofce desk and one desk with side table

&- Seven swing chairs

c-Three ofce shelves

d-Ten ofce chairs

e- Dinning table or eight person

f- One rerigerator 14 t3 size

g- One stove , ve a!e with oven

h-Ten plastic chairs

i-"ight side table


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"o# $temDesc# Unit Qty $tem Cost $D%nit Price$D

j-Si# split $nits , one ton capacit% &'t$ 1()))*


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L.S 1 200,000,000 200,000,000

'-(

No. 64 1,))),))) +4,))),)))

cable $nder geo$nd&11-. !!* m.l 1,700 3.,))) ./,.)),)))

m.l 780 (.,))) 1/,.)),)))

'-)

ML 2,321 1-,))) 41,00-,)))

'-*

'-*-'

KmL 1.5 15,000,000 ((,.)),)))

k-o$r !eter length co$nter or the kitchen

l- 2ater cooler

m-ive set lap top co!p$ter

n-Three 4 printer with one color 3 printer,one colorphoto copies and one scaner

o- an% other necessities or !obilizations and $rnishing

!-One caravan portable &1)#3! consist o two roo!sand 25*

electrical !ole + provide and locate new electricalpoles with all necessar% tting and wire, cable,etcand e#cavation ,'#.#0.#12mor1mheight poles

and ,'#3.#0.#12! or ''m height poles ,castingplain concrete & (1)6g7c!(* or o$ndation , connectingto the e#isting electrical network and an% otherre8$ire!ent to co!plete this ite! The work sho$ld bedone with co9operation with the directorate o electricit%distrib$tion , the ite! incl$de re!oving e#istingelectrical pole that enco$nters road align!ent , andtransport to directorate o electricit% distrib$tion ogar!%an

5 16

Remo4ing 5s!halt and Concrete Pa4ement +

S$ppl% !achines to re!ove e#isting pave!ent la%ersor c$t and ll locations an% where re8$ired , the priceincl$des : reshape and co!pact the base , back lling tooriginal level with approved !aterial and /.; 1 o SS>'

Cutting and 6illing5$tting in an% t%pe o soil , Theres$lting s$race shall be graded and co!pacted to a!ini!$! o /.; o


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+ of 12 Bashmakh-Penjwen 883


'-*-(

Cu.M 2,400 15,000 3+,))),)))

'-*-)

10,550 17,000 10/,3.),)))

(

(-'

No. 3 500,000 1,.)),)))

(-( Pi!e Cul4ert

(-(-'

Single pipe c$lvert 1)) c! inside dia!eter &T%pe 99* ML 250 33),))) -(,.)),)))

Do$ble pipe c$lvert 1)) c! inside dia!eter &T%pe 9'9* ML 55 +)),))) 33,))),)))

(-)

(-)-'

5,250.,))) (+,(.),)))

Su#-#ase:,onstru"tion of 20 "m su#-#ase "ourse ye -*- .se"tion ofthe rai S)S)for oads 4 Brid'e and "oma"ted to min).65799 he "rown of the finished surfa"e of the su#-#ase

"ourse and the s!oe of the finished su#-#ase !ayer of theshou!ders sha!! #e as shown on the drawin's)

Bituminous sta#i!i(er "ourse 10 "m thi"k after "oma"tion to thereuirements of se"tion 6 of the rai Se"ifi"ation this itemin"!ude Prime "oat to the reuirements of se"tion 8* of therai Se"ifi"ation) Sq.

M

%nder!asses 7 Cattle Passes and Cul4erts +The t%pe and location &station* o thestr$ct$res will be as per the attached tables, drawings and7or the directions o the Site"ngineer or concrete works, all e#posed edges shall be cha!ered and all e#posedaces shall be air aced as stip$lated in ?ra8i SSor >oads @ 'ridge, e#cavation and

i!proving the bed, the price incl$des constr$cting o e#pansion Aoints as perre8$ire!ents and directions o site engineer and all works shall be done according torelated ite!s o SS>' Bint: The t%pe o ce!ent or all $nder gro$nd str$ct$res !$st bes$lphate resistance ce!ent

Demolish+demolishing and remo4ing eistingcul4erts 7 Dis!osals sur!lus all materials toa!!ro4ed location &y site engineer and no etra!ayment for o4er haul distance

Pi!e Cul4ert Construction +s$ppl% !aterial and install pre9cast reinorced concretepipe c$lverts, This ite! incl$des e#cavation in an% t%pe o soil to the re8$ired

di!ensions, i!proving the base or $ns$itable !aterial and replacing with s$itable!aterials and co!paction to /.; o


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(-)-(

Cu.M 1,310 4)),))) .(4,))),)))

(-)-)

Cu.M 350 13),))) 4.,.)),)))

(-)-*

Cu.M 4,050 3.),))) 1,410,.)),)))

(-)-

Cu.M 10,000 -,))) -),))),)))

(-)-0

Sq.M 450 3+,))) 1+,()),)))

(-)-8

No. 13 .)),))) +,.)),)))

)

)-'

Cu.M 180 0,))) 1,(+),)))

)-(

Cu.M 14 13),))) 1,-(),)))

Pre cast Bo cul4ert units +Ere cast bo# c$lvert $nitsshall be constr$ct according to the re8$ired di!ensionsand drawings with !ini!$! concrete strength4))kg7s8c! &c$be*,transporting, la%ing,sealing &Aoining*

,all works and !aterials !$st satis% thedetails,drawings and SS>'

9ean Concrete for Cast in site items+ S$ppl%!aterial and cast lean concrete $nder the ooting o$nderpasses , cattle passes and c$lverts , giving !inco!pressive strengh o 1.) kg7c!( b% 1.#1.#1. c!c$be at (- da%s , to the shapes and di!ensions shownin drawings

Cast in !lace Reinforced Concrete+>einorcedconcrete or $nderpasses , cattle passes , bo# c$lvert,wing walls ,parapet,ke%s,$pronGGwith cast in siteconcrete giving !ini!$! strength 3))kg7s8c!,allworks and !aterials !$st satis% the details,drawings

and &SS>'*2ith $nder pass -F/))

Back :lling with crushed gra4el or crushed stonematerials + S$ppl% !aterials,labo$r,!achine and backlling the str$ct$res $p to top level o the concrete slabor +)c! below s$b grade level&$nder s$b base* in la%erson both side o the c$lvert s%!pathetic,with re8$iredco!paction , !aterials and works process shall beaccording to SS>' and 7or engineer representativedirections

Stone Pitching + S$ppl% !aterial and constr$ct stone

pitching with ()#()#1. c! stone size over 1) c! leanconcrete and lling Aoints with 1:3 ce!ent !ortar , theprice incl$des : grading , reshaping and co!pacting thebase and constr$cting base s$pport concrete &() c!wide # +) c! height* with lean concrete

Sha!ing and cleaning , Cul4erts ;


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of 12 Bashmakh-Penjwen 883


)-)

Cu.M 57 3)),))) 10,1)),)))

)-*

Cu.M 68 3-),))) (.,-4),)))

)-Cu.M 60 1),))) +)),)))

*

*-'KmL 5.6 (.,))),))) 13/,.)),)))

*-(

Cu.m 266,000 3,.)) /31,))),)))

*-)

Cu.m 350,000 +,.)) (,(0.,))),)))

*-*

Cu.m 14,000 /,))) 1(+,))),)))

Reinforced Concrete 6ooting ; >E? + S$ppl%!aterial and cast 2all ooting and ke%s with reinorcedconcrete giving !in co!pressive strength o 3))kg7c!( b% 1.#1.#1. c! c$be to the shapes anddi!ensions shown in drawings

Reinforced Concrete =alls + S$ppl% !aterial and castwalls with reinorced concrete giving !in co!pressive

strength o3)) kg7c!( b% 1.#1.#1. c! c$be to theshapes and di!ensions shown in drawings , all edges!$st be cha!ered &1H* , inner and o$ter ace !$st beair aced , the price incl$des s$ppl%ing and placingdrainage plastic pipes 4H dia!eter shown in drawings

6ilter + S$ppl% lter !aterial and la% behind the wallsas shown on the drawings and according to SS>'

!arth or&: ,onstru"tion the road a""ordin' to the drawin' .rofi!es& "ross se"tions and anyother detai!s he su# 'rade .the a"ti$e soi! !ayer&30"m #e!ow formation !e$e! in "ut and fi!! areasha!! #e a""ordin' to 5 11 /+-iii)#).e"et ,B $a!ue for Su#'rade sha!! not #e !ess than 87 )

Clearing and gru&&ing+ Shall be done according to>( o &SS>'*

Cutting:S$ppl% !achines and labo$rs to c$t in an% t%peo soil to the di!ensions and grades shown in roadproles and cross sections according to cla$se >. )( o&SS>'* , the price incl$des , transporting $n$sed!aterial to approved locations b% site engineer and noe#tra pa%!ent or over ha$l distance The priceincl$des constr$cting !edian @ side ditches as shown inthe drawings

Em&ankment Construction:S$ppl% approved s$itable!aterials&no e#tra pa%!ent or over ha$l distance* andconstr$ct e!bank!ent in la%ers not e#ceeding () c!thick ater co!paction to the di!ensions and gradesshown in road proles and cross sections andco!pacting each la%er properl% according to >. 11 4 oSS>' and as directed b% site engineer and allre8$ire!ents o this ite! shall be done according to >.11 o &SS>'*&e#cept 5'> val$e or s$bgrade shall not

be less than -; *

$m!ro4ement of Su& grade in Cutting + or c$ttinglocations where 5'> val$e is less than -; or soil


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; of 12 Bashmakh-Penjwen 883


*-

Cu.M 44,000 1(,))) .(-,))),)))

*-0

ML 5,000 .),))) (.),))),)))

-'

Cu.m 69,750 (),))) 1,3/.,))),)))

-(

Cu.m 34,850 (.,))) -01,(.),)))

-)

-)-'

Sq.M 230,800 1,))) (3),-)),)))

6ilter Construction : S$ppl% !aterials to constr$ctlter to the grading shown in drawing or the sectionwhere the water table is near the gro$nd or in swa!p%areas,the price incl$ding e#cavating $p to 4) c! belows$bgrade level &with transporting e#cavated !aterials* ,s$ppl% o !etreial , la%ing 4) c! lter with co!pactionas instr$cted b% s$pervisor engineer and representativedrawings

Drain Pi!e + S$ppl% !aterials and !achines to la%perorated drain pipes or locations indicated indrawings or an% other locations directed b% siteengineer , the price incl$des e#cavating to thedi!ensions in drawings , casting 1) c! lean concrete ,la%ing te#tile abric s$rro$nding the trench , la%ing highresistance EI5 pipe &horse shoe section , 1. c!

dia!eter * , la%ing lter !aterial s$ro$nding the pipe ,lling the top with gran$lar !aterial with /); val$e o -); , and la% b% digital or sensor paver!achine with co!pacting $p to /-; 0o &SS>'* and related drawings

Bituminous pavement*!! works sha!! #e erformed a""urate!y to the !ines& 'rades and "ross-se"tions .in"!udin' the "rown shown on the drawin's) and stiu!ated in "!ause 6 11 of the rai

standard se"ifi"ation for roads 4 #rid'es) the #u!k density of the finished miture sha!! not #e !essthan 6;7 of the !i#ratory #u!k density he #itumen used for #ituminous miture sha!! #e 'rade .+0 -50&.50-0 and sha!! #e aro$ed #y the


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-)-(

Sq.M 210,500 (-,))) .,-/4,))),)))

-)-)

Sq.M 210,500 1,))) (1),.)),)))

-)-*

Sq.M 210,450 1-,))) 3,0--,1)),)))

-)-

Sq.M 191,250 1,))) 1/1,(.),)))

-)-0

Sq.M 209,000 1),))) (,)/),))),)))

-*

Cu.m 19,200 (),))) 3-4,))),)))

-

Sq.M 20,500 1,))) (),.)),)))

-0

Sq.M 20,500 1),))) ().,))),)))

Bituminous Sta&lied Base Course +S$ppl%!aterials and !achines to la% 1- c! stablized baseco$rse in two la%ers each la%er / c! thickness aterco!paction incl$ding spra%ing a la%er o tack coat and

having !in !arshal stabilit% o 06=* b% digital paver!achines to the di!ensions and specications shown indrawings &in one contino$s operation* and according toSection >/ o &SS>'* Ce#cept the re8$ired - ' o &SS>'*

Bituminous Binder Course: S$ppl% !aterials and!achines to la% a la%er o binder co$rse 1) c! thickater co!paction and having !in !arshal stabilit% o&-6=* b% digital paver !achine to di!ension and

speiccation shown in the drawings &in one contin$o$soperation* and according to Section >/ o &SS>'*,&"#cept the re8$ired stabilit%* Aob !i# or!$la and allother re8$ire!ent are the responsibilit% o the contracor

Bituminous Aack Coat + S$ppl% !aterials and!achines to spra% a la%er o bit$!ino$s tack coat overbinder la%er to the di!ensions shown in drawings andaccording to Section >-' o &SSRB*

Bituminous Surface Course : S$ppl% !aterials and!achines to la% a la%er o s$race co$rse 4 c! thickater co!paction and having !ini!$! !arshal stabilit%o &1) 6=* b% digital paver !achine to the di!ensions

and specications shown in drawings &in one contin$o$soperation* and according to Section >/ o &SS>'* &"#cept the re8$ired stabilit% *Aob !i# or!$la and allother re8$ire!ent are the responsibilit% o thecontracorAhe !rice including using additi4e,Polymer2 after scienti:cs studies &y thecontractor and a!!ro4ed &y the em!loyer#

Construction of Su&-&ase ty!e B + S$ppl% !aterialand constr$ct s$b9base t%pe ' or sho$lders prepared b%batch plant to the sizes and grades shown in >+71 o&SS>'* with proper !oist$re content giving /.; o- o &SS>'*

Bituminous Binder Course + S$ppl% !aterials and!achines to la% a la%er o binder co$rse &. c! thick andhaving !in !arshal stabilit% o - 6=* or road !edian

b% digital paver !achine to the di!ensions andspecications shown in drawings and according toSection >/ o &SS>'* Ce#cept the re8$ired stabilit%


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-8

ML 7,500 -),))) +)),))),)))

-3

ML 13,730 (3,))) 31.,0/),)))

-1

ML 2,000 .),))) 1)),))),)))

0 Branch Roads and Bashmakh Entrance Pa4ement Construction

0-'

Cu.m 4,600 (),))) /(,))),)))

0-(

Cu.m 700 (.,))) 10,.)),)))

0-)

Sq.M 6,050 1,))) +,).),)))

0-*

Sq.M 6,000 1(,))) 0(,))),)))

Side Ditch 9ining + S$ppl% !achines and labo$rs tograde and level side ditches to the grades anddi!ensions shown in drawings then co!pacting $p to

/); val$e o -);, and la% b% digital or sensor paver!achine with co!pacting $p to /-; 0o &SS>'* and related drawings

Bituminous !rime coat +s$ppl% !aterials and!achines to spra% la%er o bit$!ino$s pri!e coat overthe base co$rse la%er or the di!ensions shown indrawings and according to section >- o &SS>'*

Bituminous Binder Course: S$ppl% !aterials and!achines to la% a la%er o binder co$rse + c! thick aterco!paction and having !in !arshal stabilit% o &-6=*b% digital paver !achine to di!ension and speiccationshown in the drawings &in one contin$o$s operation*and according to Section >/ o &SS>'*, &"#cept there8$ired stabilit%* Aob !i# or!$la and all otherre8$ire!ent are the responsibilit% o the contracor


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0-

Cu.M 100 ()),))) (),))),)))

0-0

Cu.m 100 (),))) (,))),)))

0-8

ML 1,250 (.,))) 31,(.),)))

0-3

Sq.M 500 (.,))) 1(,.)),)))

8

8-'

ML 7,000 -),))) .+),))),)))

Concrete Pa4ement + S$ppl% !aterials and !achnesto constr$ct a la%er o 3) c! plain concrete giving aco!pressive strength o 3)) kg7c!( or 1.#1.#1. c!

c$be at (- da%s , constr$cting contraction Aoints withdowel bars shown in drawings and #ing tie bars orconstr$ction Aoints or locations shown in drawings andwherever directed b% site engineer

Construction of Su&-&ase ty!e B + S$ppl% !aterialand constr$ct s$b9base t%pe ' or sho$lders prepared b%batch plant to the sizes and grades shown in >+71 o&SS>'* with proper !oist$re content giving /.; ooads and'ridges, this ite! incl$des also & >i8$ired "#cavation orthe bed 5e!ent9sand !ortar &1:(* or concrete kerb

Aoints

Behatone + S$ppl% !aterials and labo$rs to constr$ctcolored behatone or side walks &+ c! thick* over . c!co!pacted clean sand , the price incl$des castingbehatone edge concrete &1.#13*c! , givingco!pressive strength o 1.) kg7c!( as shown indrawings

AR566$C 7 95"E D$


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8-(

ML 7,000 13),))) /1),))),)))

8-)

ML 15,500 (),))) 31),))),)))

8-*

KmL 10.0 (.,))),))) (.),))),)))

8-

8--'

No. 3 4,))),))) 1(,))),)))

8--(

No. 33 1-),))) .,/4),)))

8--)

No. 8 1-),))) 1,44),)))

8--*

No. 60 1-),))) 1),-)),)))

8--

No. 200 3),))) +,))),)))

8-0 'inder &>esin and oil* 9999999 ()F9( ; b% !ass o !i#t$re

Dou&le Guard Rails + S$ppl% !aterials , labo$rs and!achines to constr$ct do$ble g$ard rails shown indrawings or road !edian , the price incl$des setting

g$ard rails b% drive into the gro$nd or casting the postwith lean concrete in rock% areas as shown in drawings ,8$antit% calc$lated as 14 o &SS>'* Ce#cept or posts section re8$iredin drawings

Safety 6encing + S$ppl% !aterials , labo$rs and!achines to constr$ct ence shown in drawings , theprice incl$des all ite!s shown in drawings , 8$antit%calc$lated as 14 o&SSRB*

Ser4ice Road Construction + S$ppl% !achines and!aterials to constr$ct service road beside the ence tothe section shown in drawings , the price incl$des :s$rve%ing with taking proles , desiging the align!ent ,c$tting an% t%pe o soil , e!bank!ent constr$ction with/.; co!paction and la%ing a la%er o () c! t%pe 99s$b9base with /.; co!paction

Arac sign:S$ppl% !aterials and constr$ct co!plete str$ct$re o all kinds o trafcsigns according to Section >1. o &?SS>'* incl$ding concrete base , posts, sign platesand ttings as shown in the drawings @ attached specication The price incl$des$rnishing and installing o all !aterials and the peror!ance o all work involved in theconstr$ction o the trafc signs incl$ding necessar% e#cavation #ing poles accordingto the drawing and backllingH Sheet shall be galvanized (!! thickness with

4erhead Sign +S$ppl% !aterials and !achines toconstr$ct overhead sign shown in drawings and locatethe! in stations #ed in trafc sign plan , the priceincl$des all ite!s shown in drawings

=arning Signs + !$st be internall% ill$!inated $singLlass >einorced Elastic &L>E* with reectorized color ,or locations indicated in drawings and whereverindicated b% site engineer

Regulatory Signs + !$st be internall% ill$!inated

$sing Llass >einorced Elastic &L>E* with reectorizedcolor , or locations indicated in drawings and whereverindicated b% site engineer

c- Guide Signs + !$st be galvanized steel plate 1(.!! thick with reectorized color or an% size atlocations indicated in drawings and wherever indicatedb% site engineer

Road Edge arker ,Delineator2 + !$st be internall%ill$!inated $sing Llass >einorced Elastic &L>E* withreectorized color , or locations indicated in drawingsand wherever indicated b% site engineer

Road arking+ S$ppl% !aterial and place ther!oplastic road !arking paint accordingto attached specication , prod$ct b% arced !aterials thickness & 3!!* or edge andcenter line ?ncl$ding s$race cleaning !arking the lines,, necessar% drawing and


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Bakhtyar Qadir12 of 12 Bashmakh Penjwen 883


Solid Llass 'eads 9999999 () !ini!$! ; b% !ass o !i#t$re

8-0-'

ML 31,300 .,.)) 10(,1.),)))

8-0-(

ML 29,000 4,))) 11+,))),)))

8-0-)

No. 105 3),))) 3,1.),)))

FFF

New Item

1 lectrical !ole

2 $ock "ill

ggregates together with pig!ent "#tender and glass beads9999999 -)F9( ; b% !asso !i#t$re

Erovide and place on the s$race o pave!entscontin$o$s g$ide lines o ther!oplastic reector!aterials having () c! width, 3!! thickness asdirected b% >" and $nder section >1+

'roken line !arking , white ther!oplastic color ,reectorized and shall be laid b% spra% application 3 !!thick , 1( c! width or lane lines and () c! width oracceleration and deceleraion lane lines & the sa!e priceor both* the intervals are / 9/ ! or the lane lines and393 ! or othe deceleration and acceleration lines asshown in drawings

Bill Qty. for Main Road of Bashmakh-Penjwen - Copy

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Transcript of Bill Qty. for Main Road of Bashmakh-Penjwen - Copy