Bashmakh- Penjween Interchange No. 2 Bill Qty

7/24/2019 Bashmakh- Penjween Interchange No. 2 Bill Qty.

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Interchange No. -2-

No. ItemDesc. Unit Qty

1

1-1 ML 1,100 18,000 19,800,000

1-2

1-2-1 KmL 0.5 30,000,000 15,000,000

Unit Price

ID

Item Cost

ID

Site preparation: Supply all necessary survyinginstrument such as levels and total stations for thewhole duration of the work to set out plans andcontroling elevations , any necessary eference and!ench mark must !e esta!lished and measuredfrom main references as !y the directions of siteengineer " #i$ing any missed refrence andesta!lishing new refrences and :%ncluding thefollowing, in addition to transporting necessarye&uipement to the site" 'his price include setout all!enchmarks and layout of the structures"

Removing Asphalt and Concrete Pavement :Supply machines to remove e$isting pavements liesinside the pro(ect for cut and )ll locations , the priceincludes : reshape and compact the !ase , !ack)lling to original" level with approved material and95* + compaction 'he e$cavated materialsshould !e hauled to locations approved !y siteengineer " -o e$tra payment for overhaul distance"

Constrcting the temporar! access road: #orlocations where there will !e enter course withe$isting road , 'he contractor is responsi!le to

maintain the tra.c /ow during the construction ofthe road or reconstruction of any part of the roadand !ridges for the whole duration" Supply material,machinery and manpowers for construction ofaccess roads detours wherever and at any stationas directed !y the site engineer ,opening orwidening road ,shaping ,grading ,supply andconstructing su! !ase type2 0cm thick" not lessthan 8 m width ,a layer of prime coat ,a layer ofsta!ili4er pavement 10cm m width and the items!elow includes )$ing re&uired temporary tra.cinstruction signs as speci)ed !y site engineer andaccording to the 1 of S"S""6"

Ctting and "illing"7utting in any type of soil ,'he resulting surface shall !e graded andcompacted to a minimum of 95* of +, andremoving all e$cavated material to an approvedarea as directed !y the site engineer" #orem!ankment locations Supply material andconstruct em!ankments using suita!le materials incompacted layers 0cm each layers to 95* of


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No. ItemDesc. Unit QtyUnit Price

IDItem Cost

ID

1-2-2 Cu.M 800 15,000 1,000,000

1-2-# Sq. M 3,500 1,000 59,500,000

S$ %otal 1 1&'(#&&(&&&

2 )ridge Strctre

2-1 Cu.m. 1,430 5,000 ,150,000

2-2

Sub-base:Construction of 20 cm thick after compaction, sub-basecourse Type -A- section ! " of the #$ra%i S&S&for !oa's (

)ri'ge * in compacte' +ayers each +ayers to be compacte'to min&./* The cron of the finishe' surface of thesub-base course an' the s+ope of the finishe' sub-base+ayer of the shou+'ers sha++ be as shon on the 'raings&

)ituminous stabi+ier course 10 cm thick after compactionto the re%uirements of section ! of the $ra%i Specificationthis item inc+u'e Prime coat to the re%uirements of section!3A of the $ra%i Specification&

*+cavation:'his item e$ecuted according to thelines, grades dimensions, for the foundations ofa!utments, piers and retaining wall, this itemincluding dewatering the trench, grading and wellcompacting )nal e$cavated surface according toinstruction of site engineer" 'he price include!ack)lling e$cavation !eyond limit of e$cavationwith structure !ack)ll and well compacting"

Concrete ,or:'he concrete work includes supplyof materials cement, sand, crushed aggregate,water, steel !ars, la!or, shuttering, curing aftercasting, speci)ed slump test" here compressionstrength has !een de)ned, all necessary additionaladmi$ture +i$ design for each class of concreteshould !e prepared prior to starting concrete works"

#orm work: Shuttering#orms shall !e constructed either of approved woodor steel in order to conform the shape, line, grade,e$ternal face must !e fair faced and have su.cientstrength to withstanding the pressure resulting fromplacement vi!ration of concrete, well touching,tight enough not to !leeding and segregation ofconcrete" 2ll e$posed corners of concrete elements

shall !e chamfered cm unless otherwise noted" 2llmaterials and work items should !e according to thespeci)cation, drawings, and instructions of Sitengineer" -ote: using crushed aggregate or crushedstone is mandatory for all concrete work items" 'heprice include all type of admi$ture re&uired toachieve the speci)cation and application of allreinforced steel !ars and power mans work""


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IDItem Cost

ID

M.L 760 700,000 53,000,000

Cu.m. 90 130,000 11,00,000

Cu.m. 600 300,000 180,000,000

Cu.m 455 330,000 150,150,000

Cu.m 32 450,000 1;,;00,000

Cu.m 50 360,000 18,000,000

Cu.m 100 300,000 30,000,000

Cu.m 185 280,000 51,800,000

a-Drilled Pier or strctre:7ast in place pierswith diameter of 1"m supply material castreinforced concrete having minimum cylindercompressive strength of 300 kg


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IDItem Cost

ID

Cu.m 270 275,000 ;,50,000

Cu.m 330 800,000 C;,000,000

M.L 85 50,000 ;,50,000

2-3 No. 75 500,000 3,500,000

2-4 M.L 150 120,000 18,000,000

2-5 M.L 42 750,000 31,500,000

2-6 M.L 22 1,000,000 ,000,000

2-7 M.L 150 85,000 1,50,000

i- Reinorced Concrete or theSide,als:Supply material cast einforcedconcrete giving minimum crushing strength of 350

kgknown uropean factory with approval

documents" 'he price is including all incidentals,and application works, according to the drawingsand speci)cation"

*+pansion 3oint %!pe1&&: Arovide and placeaccording to manufactures instruction waterproof$pansion ?oint" 'his item should !e manufacturedfrom well>known uropean factory with approvaldocuments" 'he price is including all incidentals,and application works, according to the drawingsand speci)cation"

Single ard rail : Arovide and erect standardsingle guard rails complete, the price include allmaterials and work with approved delimitation"


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IDItem Cost

ID

2-8 ML 42 20,000 8;0,000

S$ %otal 2 555

#

#-1 Cu.M 540.0 5,000 ,00,000

#-2 Cu.M 35.0 130,000 ;,550,000

#-# Cu.M 260.0 80,000 ,800,000

#-6 Cu.M 280.0 350,000 98,000,000

#-4 Cu.M 143.0 15,000 ,1;5,000

S$ %otal # 17&(184(&&&

6

6-1 ML 250.0 5,000 5C,50,000

6-2 ML 26.0 80,000 ,80,0006-# ML 32.0 350,000 11,00,000

6-6 ML 68.0 500,000 3;,000,000

alvanied Steel pipe: Arovide and placegalvani4ed steel pipe with diameter 100mm at each10m according to drawings and instructions of Site

ngineer"

9ing 9all Constrction:ing all 7onstruction:all concrte work should

have same discription of item > a!ove"

*+cavation : Gayout walls to the location andcoordinates taken from drawings and supplynecessary e&uipments to e$cavate in any type ofsoil including rock to dimensions shown indrawings for wall footing and keys , the priceincludes !ack )lling to original ground with 5 cm

thick layers and 90* + compaction "

/ean Concrete : Supply material and cast 10 cmthick of lean concrete under the footing of walls andkeys to the locations shown on the drawingsaccording to instruction of site engineer"

Reinorced Concrete "ooting : Supply materialcast einforced concrete all footing and keysgiving minimum crushing strength of 300 kgcast reinforced concrete pipe culverts,'his item includes e$cavation in any type of soil tothe re&uired dimensions, improving the !ase forunsuita!le material and replacing with suita!lematerials and compaction to 95* of +,providing , laying , and (ointing the pipes withcement mortar 1:3,7oncrete 30kg


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Page " of 14


IDItem Cost

ID

6-4 ML 0.0 580,000 0

S$ %otal 6 1&7(#&(&&&

4

4-1 LS 1.0 5,000,000 5,000,000

4-2 Cu.m 18,330 3,500 C;,155,000

4-# Cu.m 222,150 C,000 III

4-6 Cu.m 525 9,000 ;,5,000

4-4 Sq.M 57,100 500 8,550,000

S$ %otal 4 555

'

ou e p pe cu ver cm ns e ame er ype>!3>

Earth work: Construction the roa' accor'ing to the'raing profi+es, cross sections an' any other 'etai+s*&The sub gra'e the acti5e soi+ +ayer*,0cm be+o formation+e5e+ in cut an' fi++ area sha++ be accor'ing to ! 11 64-iii&b&e7cept C)! 5a+ue sha++ not be +ess than 3 . *&

Clearing and gr$$ing: Shall !e done accordingto of SS6"

Ctting:Supply machines and la!ours to cut in anytype of soil to the dimensions and grades shown inroad pro)les and cross sections according to clause

5 0 of SS6 , the price includes , transportingunused material to approved locations !y siteengineer and no e$tra payment for over hauldistance " 'he price includes constructing sideditches as shown in the drawings "

*m$anment Constrction:Supply approvedsuita!le materialsno e$tra payment for over hauldistance and construct em!ankment in layers note$ceeding 0 cm thick after compaction to thedimensions and grades shown in road pro)les andcross sections and compacting each layer properly

according to 5 11 ; of SS6" and as directed !ysite engineer and all re&uirements of this item shall!e done according to 5 11 of SS6"

Improvement o S$ grade in Ctting : #orcutting locations where 76 value is less than 8* orsoil + is less than 1" gm


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IDItem Cost

ID

'-1 Cu.m 11,900 0,000 38,000,000

'-2 Cu.m 3,840 5,000 9C,000,000

'-#

'-#-1 Sq.M 31,460 1,000 31,;C0,000

'-#-2 Sq.M 29,500 5,000 3,500,000

'-#-# Sq.M 29,500 1,000 9,500,000

S$-$ase %!pe -A-:Supply material and construct0 cm thickness after compaction su!>!ase type2 !y 6atch plant to the re&uired si4es and grades

with proper moisture content, it must lay with digitalor sensor paver machine , it must compact up to95* of + ,matrilas and other re&uirements mustcomply with section C of SS6 and relateddrawings "

)ase Corse Constrction : Supply crushedlimestone or crushed gravel to construct ,each layer10cm thickness after compaction!y 6atch plant tothe re&uired si4es and grades" %t must give aminimum 76 value of 80* , and lay !y digital orsensor paver machine with compacting up to 98*+" 2ll re&uirments of this item shall !e accordingto section of SS6 and related drawings"

Bituminous pavement:A++ orks sha++ be performe'accurate+y to the +ines, gra'es an' cross-sectionsinc+u'ing the cron* shon on the 'raings& an'stipu+ate' in c+ause ! 11 of the #$ra%i stan'ar'specification# for roa's ( bri'ges& the bu+k 'ensity of thefinishe' mi7ture sha++ not be +ess than 8. of the +ibratorybu+k 'ensity The bitumen use' for bituminous mi7ture sha++be gra'e 40 - 0*,0-"0* an' sha++ be appro5e' by the9ngineers !epresentati5e to check comp+iance ithc+auses ! 02( ! 0& ot mi7 aspha+t concretepa5ement: preparation of ;ob mi7 formu+a for appro5a+s byengineers representati5e an' a++ other re%uirements of

materia+s , ;ob mi7es, mi7ing, transportation, sprea'ing,;oining, an' compactions sha++ be ith in the re%uirementsan' specification mentione' in ! of SS!) 97cept there%uire' stabi+ity*, an' its the responsibi+ity of thecontractor&

)itminos prime coat :supply materials andmachines to spray layer of !ituminous prime coatover the !ase course layer for the dimensionsshown in drawings and according to section 82 ofSS6")itminos Sta$lied )ase Corse : Supplymaterials and machines to lay 1C cm of sta!li4ed

!ase course in two layers 8 cm thick each layerincluding spraying a layer of tack coat and havingmin" marshal sta!ility of J- !y digital pavermachine to the dimensions and speci)cations shownin drawings and according to Section 9 of SSR) "Ke$cept re&uired sta!ilityL)itminos %ac Coat : Supply materials andmachines to spray a layer of !ituminous tack coatover the sta!ili4er and !inder layers to thedimensions shown in drawings and according toSection 86 of SS6 "


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IDItem Cost

ID

'-#-6 Sq.M 28,220 1C,000 ;51,50,000

'-#-4 Sq.M 28,220 1,000 8,0,000

'-#-' Sq.M 27,500 10,000 5,000,000

'-8 Cu.m 7,520 0,000 150,;00,000

'-1& ML 210 80,000 1C,800,000

S$ %otal ' 555

)itminos )inder Corse: Supply materials andmachines to lay a layer of !inder course 8 cm thickafter compaction and having min" marshal sta!ility

of 8 J- !y digital paver machine to dimension andspeic)cation shown in the drawings in onecontinuous operation and according to Section 9of SS6, $cept the re&uired sta!ility" (o! mi$formula and all other re&uirement are theresponsi!ility of the contracor"

)itminos %ac Coat : Supply materials andmachines to spray a layer of !ituminous tack coatover !inder layer to the dimensions shown indrawings and according to Section 86 of SSR) "

)itminos Srace Corse : Supply materials

and machines to lay a layer of surface course ; cmthick after compaction and having minimummarshal sta!ility of 10 J- !y digital pavermachine to the dimensions and speci)cationsshown in drawings in one continuous operationand according to Section 9 of SS6 "$cept there&uired sta!ility "(o! mi$ formula and all otherre&uirement are the responsi!ility of thecontracor"%he price inclding sing additive=Pol!mer> ater scienti?cs stdies $! thecontractor and approved $! the emplo!er.

Constrction o S$-$ase t!pe ) : Supply

material and construct su!>!ase type 6 forshoulders prepared !y !atch plant to the si4es andgrades shown in C


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IDItem Cost

ID

-1 ML 5,780.0 80,000 ;C,;00,000

-2

-2-1 No. 25 180,000 ;,500,000

-2-2 No. 10 180,000 1,800,000

-2-# No. 10 180,000 1,800,000

-2-6 No. 75 100,000 ,500,000

-2-4 No. 22 30,000 CC0,000

-2-' No. 4 180,000 0,000

Single ard Rails : Supply materials , la!oursand machines to construct single guard rails shown

in drawings for shoulders , the price includes settingguard rails !y drive into the ground or casting thepost with lean concrete in rocky areas as shown indrawings , &uantity calculated as +G including : railpost , rail mem!er , end cap , )ttings , !olts , redre/ector triangle and any other necesities shown indrawings and according to Section 1; of SSR)

%rac sign:Supply materials and constructcomplete structure of all kinds of tra.c signsaccording to Section 15 of SS6 includingconcrete !ase , posts, sign plates and )ttings asshown in the drawings attached speci)cation" 'he

price includes furnishing and installing of allmaterials and the performance of all work involvedin the construction of the tra.c signs includingnecessary e$cavation )$ing poles according to thedrawing and !ack)lling"H Sheet shall !e galvani4edmm thickness with electrostatic color"

9arning Signs : must !e internally illuminatedusing Flass einforced Alastic FA withre/ectori4ed color , for locations indicated indrawings and wherever indicated !y site engineer "

Reglator! Signs : must !e internally illuminated

using Flass einforced Alastic FA withre/ectori4ed color , for locations indicated indrawings and wherever indicated !y site engineer "

c- ide Signs : must !e gulvani4ed steel plate1"5 mm thick with re/ectori4ed color for any si4e atlocations indicated in drawings and whereverindicated !y site engineer "

Chevron : must !e internally illuminated usingFlass einforced Alastic FA with re/ectori4edcolor , for locations indicated in drawings andwherever indicated !y site engineer "

Road *dge Barer =Delineator> : must !einternally illuminated using Flass einforced AlasticFA with re/ectori4ed color , for locationsindicated in drawings and wherever indicated !ysite en ineer "


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IDItem Cost

ID

-#

-#-1 ML 9,540.0 5,500 5,;0,000

-#-2 ML 1,090.0 ;,000 ;,3C0,000

-#-# No. 44.0 30,000 1,30,000

S$ %otal 4#(4#&(&&&7 Interchange /ighting

7-1 Civil 9or

7-1-1 375.0 8,000 3,000,000

7-1-2 M.L. 5,900.0 0,000 118,000,000

6inder esin and oil >>>>>>> 0N> * !y mass ofmi$ture"

Solid Flass 6eads >>>>>>> 0 minimum * !y mass ofmi$ture"

2ggregates together with pigment $tender andglass !eads>>>>>>> 80N> * !y mass of mi$ture"

Arovide and place on the surface of pavementscontinuous guide lines of thermoplastic re/ectormaterials having 0 cm width, 3mm thickness asdirected !y " and under section 1C"

6roken line marking , white thermoplastic color ,re/ectori4ed and shall !e laid !y spray application 3

mm thick , 1 cm width for lane lines and 0 cmwidth for acceleration and deceleraion lane lines the same price for !oth "the intervals are 9 >9 mfor the lane lines and 3>3 m for othe decelerationand acceleration lines as shown in drawings "

+arking with )gures for ahead arrows , turningarrows , acceleration arrows and decelerationarrows for the dimensions and locations shown indrawings , using white thermoplastic color ,re/ectori4ed and shall !e laid !y spray application 3mm thick "

Excavation note: 97ca5ation must be kept aay from thee7isting trees,an' great care must be taken not to 'amageany e7isting cab+es,seer or ater pipes hether in'icate'or not if any cab+e or pipe is 'amage' 'ue to e7ca5ation itis the contractor responsibi+ity to make hate5eramen'ment is re%uire' to reinstate an' re-fi7 the 'amage'cab+e or pipe imme'iate+y ithout any 'e+ay an' on hise7pense hate5er the cost, incase of fai+ure to 'o so


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IDItem Cost

ID

7-1-# No. 13.0 90,000 1,10,000

7-1-6 No. 1.0 ;00,000 ;00,000

7-1-4 No. 6.0 5,000 150,000

7-1-' No. 10.0 ;5,000 ;50,000

7-1- ml 625.0 50 ;C8,50

7-1-7 Soft sand to cover the ca!les 103.0 5,000 ,55,000

7-1-8 No. 4,275.0 900 3,8;,500

15.0 50,000 3,50,000

220.0 8,000 1,C0,000

ml 125.0 15,000 1,85,000

7-2

7-2-1 ml 2,000.0 30,000 C0,000,000

$ternal manhole ;0$;0$C0 cm, the price includesproviding all re&uired materials, e$cavation inpavement, cur!stone or any kind of soil, crushed

stone, compacting, 8 +pa" concrete foundation15cm height, !uilding walls !y concrete !locks;0$0$1 cm using 1:3 cement mortar , alsocement plastering walls 1:3 mortar not less thancm, then internally coated with three layers of/incoats, )nally using cast iron cover with allre&uirements"

$ternal manhole 100$100$10 cm, the priceincludes providing all re&uired materials, e$cavationin pavement, cur!stone or any kind of soil, crushed

stone, compacting, 8 +pa concrete foundation0cm height, !uilding walls !y concrete !locks

;0$0$0 cm using 1:3 cement mortar , alsocement plastering walls 1:3 mortar not less thancm, then internally coated with three layers of/incoats, )nally using cast iron cover with allre&uirements" it should have drainage to dischargewater"

Supply material , lay and )$ of 7opper or 2luminumwarning plate 15$15$0"5 cm rawing -o" %>;G>9;G>11 < 188

Supply and lay warning tape 0$0"01 cmaccording to the drawings

m3

supply 7oncretic protection 6lock 1$0$;0 andlay over sand layer as in drawings "

7-1-1&

Alacing 7oncrete 8 +pa for crossing electricalca!le trench with reinforced steel 1mm P 10cmc


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IDItem Cost

ID

7-2-2 st 2.0 ;00,000 800,000

7-2-# st 2.0 ;00,000 800,000

7-2-6 !"# 1.0 1,350,000 1,350,000

7-2-4 !"# 1.0 ;0,000,000 ;0,000,000

7-2-' $o% 1.0 ;0,000 ;0,000

7-2- ml 2,000.0 ,000 ;,000,000

7-2-7 !"# 2.0 300,000 C00,000

7-2-8 No. 4.0 ;,000,000 1C,000,000

Supply install 11kv ca!le outdoor termination1


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Page 1 of 14


IDItem Cost

ID

No. 23.0 1,150,000 C,;50,000

No. 151.0 900,000 135,900,000

No. 46.0 300,000 13,800,000

No. 151.0 50,000 3,50,000

No. 3.0 950,000 ,850,000

No. 15.0 C0,000 11,;00,000

No. 6.0 300,000 1,800,000

No. 30.0 50,000 ,500,000

No. 197.0 8,000 1,5C,000

No. 182.0 ;0,000 ,80,000

M.L. 5,300.0 11,000 58,300,000

7-2-1&

1 m height with dou!le arms3m , galvani4ed ironpole, pipe shape ;mm thickness, ;0mm at the!ottom and C0mm at the top, the price also includes

terminal !lock connections, e$cavation in any kindof soil, pre > cast concrete!asement 0$0$10cm 8 +pa" concrete mi$ on10 cm crushed stone, pole erection, !ack)lling andall re&uirements to implement the works entirely"

7-2-11

9 m height with single arm 1m , galvani4ed ironpole , pipe shape ;mm thickness, 190mm at the!ottom and C0mm at the top, the price also includesterminal !lock connections, e$cavation in any kindof soil, pre > cast concrete!asement 0$0$100cm 8 +pa" concrete mi$ on10 cm crushed stone, pole erection, !ack)lling andall re&uirements to implement the works entirely"

7-2-12

Gighting )$ture Ahilips mark , water proof,e&uipped with aluminum re/ector and DASB ;00watt lamp, !allast and power factor correctioncapacitor, completely enclosed type with clear glasscover"

7-2-1#

Gighting )$ture Ahilips mark , water proof,e&uipped with aluminum re/ector and DASB 50watt lamp, !allast and power factor correctioncapacitor, completely enclosed type with clear glasscover"

7-2-16

1 m height with dou!le arms ,galvani4ed iron pole, pipe shape ;mm thickness, ;0mm at the !ottom

and C0mm at the top, for spare part"

7-2-14

9 m height with single arm ,galvani4ed iron pole,pipe shape ;mm thickness, 190mm at the !ottomand C0mm at the top, for spare part"

7-2-1'

Gighting )$ture, water proof, e&uipped withaluminum re/ector and DASB ;00 watt lamp, !allastand power factor correction capacitor, completelyenclosed type with clear glass cover"for spare part"

7-2-

1

Gighting )$ture, water proof, e&uipped withaluminum re/ector and DASB 50 watt lamp, !allast

and power factor correction capacitor, completelyenclosed type with clear glass cover"for spare part"

7-2-17

7ircuit !reaker C 2mp connector inside the lightingAole "

7-2-18

Supply of 7u" earth rod ia"1Cmm , 1"5m length foreach the lighting Aoles"

7-2-2&

;$1C mm2cab+e >?? armore' type, 0&"61@=, P=C ithcopper con'uctors ,the ork inc+u'ing +aying the cab+einsi'e # P=C Pipe , connecting to photo ce++ an'connecting each po+es together inc+u'ing ;oining an'e7ten'ing the cab+e insi'e the po+es *&


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IDItem Cost

ID

M.L. 650.0 15,000 9,50,000

M.L. 550.0 5,000 ,50,000

M.L. 3,000.0 ,500 ,500,000

S$ %otal 7 474('62(24&rand %otal 555

7-2-

21

;$5 mm2cab+e >?? armore' type, 0&"61@=, P=C ithcopper con'uctors ,the ork inc+u'ing +aying the cab+einsi'e # P=C Pipe , connecting to photo ce++ an'

connecting each high mast together inc+u'ing ;oining an'e7ten'ing the cab+e insi'e the high masts *&

7-2-22

1$10 mm2cab+e >?? , type, 0&"61@=, P=C ith coppercon'uctors ,the ork inc+u'ing +aying the cab+e , connectingto Cu& 9arth roa' an' connecting each po+es&

7-2-2#

$"5 mm2cab+e >?? type, 0&"61@=, non - armore',P=C6P=C ith copper con'uctors, the cab+e i++ beinsta++e' insi'e the po+e from the basement to the fi7tures&

Documents

Bashmakh- Penjween Interchange No. 2 Bill Qty