boq w pricing sea water intake

7/26/2019 BOQ w Pricing Sea Water Intake

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DescriptionMob -Demob

Excavation60 days 2 each excavator w operator 2 ea * 2 month * 50,000 TL/month=Fuel 2each * 60days * 9hrs *25 lt/hr*,5TL/lt

!alplanch "ppl#cat#on 50mx9m $nstallat#on and %e&#nstallat#on '60TL(60TL) * 50 * 9 * 2 ace !alplanch +ental or 2 months !alplanch ater#al -ost .50 ton * 051%/ton = 5,000 1%

Backfllingater#al F#ne 1and 500 m * .00 TL/m3xcavator w operator . ea * . month * 25,000 TL/month =Fuel .each * 0days * 9hrs *25 lt/hr *,5TL/lt4achoe Loader w operator . ea * . month* ,000 TLFuel . each 0 days * 9hrs* . lt/hr * ,5 TL/lt. ea +oller -ompactor .,5 ton ,000 TL/month

Fuel .each * 0days * 9hrs *.5 lt/hr*,5TL/lt7ater Taner '5000 lt) . each * . month * 6500 TL/monthFuel . each 0 days * 9hrs* lt/hr * ,5 TL/lt

Concrete Blocks3very m, used also at shore 200m / = 50 each &&&&&8 00 TL each .5 ton"nchor 4olts cm 2 anchorolts nuts ..0 each 25TL/olt:nut

HDPE Butt Welding7ormansh#p welds #nclud#n; 6 ea <an;e adapter 00TL/weld>#&up 2 each * . month * .,000 TL/monthFuel 2each * 0days * 9hrs *.0 lt/hr*,5TL/lt20 va ?enerator needed or 4uttweld#n; mach#ne, 66 va @en 1et .,5 month * 000 TL/mon

Fuel or Aenerator 5lt/hr * 5 days * 9hr-hlor#ne L#ne #s needed to prevent clam, mussel loca;e .B l#ne may e enou;h sa#d 1era

%ewater#n; 6 man 60 days 00 TL/day ( 20000 1% mater#al eCu#pment and uel and Dltar

Concrete Water Intake Pond-oncrete .2m * m * . m = 20 m &&&&8 2,0 m * 600 TL/m-oncrete 0m * 9m * 0,5 m = .0 m &&&&8 .0 m * 600 TL/m!reacast -oncrete .,6m * .,6m * 0,2 = 0, m &&&&8 0, m * 00 TL/m!recast -oncrete ,m * m * 0,2m = m &&&&8 , m * 00 TL/m"pply 4"1F aster1eal 52 to #nner suraces or non leaa;e ' layers) 2000 ; x 25 TL/;

anhole -over and @rat#n; EE !ump 1tandsEE

>%!3 !#pe .0mm 1%+ . !.0 !3.00 !#pe 2 m * .6,96 1%/m>%!3 !#pe Transportat#on rom $stanul to "dana 2000 TL per truc truc load6 ea 0B Flan;e "dapter and Flan;es and @asets 4olts .600 1%/each4olts or Flan;es-ompensator



!s"ore Excavation0 days & Float#n; 3xcavator 20m/hr w#th . cuyd ucet 4ar;e ( 3xcavator = 50,000 TL /m

GHshore 4acDll#n;.5 days 4ar;e( 3xcavator4ar;e or 4acDll#n; ater#al 1tora;e 2250 m, 5000 ton, 5 days 1% 2500/day

-1 !#p#n; or !umps '600 ;s)-1 F#tt#n;s or !umps 'all Dtt#n;s are #ncreased . each around 0I)

Transportat#on or !#pe : F#tt#n;s to 1and 4last#n; and !a#nt#n; "rea!#pes and F#tt#n;s 1and 4last#n; and !a#nt#n; 0,02 mhr per ; .21%/mhr 9 ton

Transportat#on to 1#te rom 1andlast#n; and !a#nt#n; "rea!#pes F#tt#n;s 3rect#on and 7eld#n; '500 d#a #nch) 0 d#a #nch /day * . days person x 00T, !T Techn#c#an . man * 2 days * 2001%/day 'checed w#th laJ)+T Techn#c#ans 2 man* days * 200 1%/day 'checed w#th laJ)

-hlor#ne $n?ect#on !ump and Tan$nstallat#on o F7 !umps 'to e suppl#ed y -l#ent)7ater $ntae !ond -over !lates 4eams and 7always

#otal Cost

-ontracts and $nsurance -ost 2Iana;ement -ost .0IGther $nd#rects 5I$%B##&'

!roDt .0I

##&' P(ICE

7or %urat#on



Price . 3ur = 20 K0,000 . 1%= 2 K

.0,69

..,02

.,606

6,.9

.0,202,20

,9.

5,000

5,02

5,.0

.5,25

6,60 .6 1% per meter pr#ce

9,600

5,000



,56

65,05

55,62

25,000 1%50,000 1%

.00,000 1%

)*+,./*

6,2090,5.5,25

).+00.,.

.0,.5

)..121//

months




Excavation60 days 2 each excavator w operator 2 ea * . month * 50,000 TL/month=Fuel 2each * 60days * 9hrs *25 lt/hr*,5TL/lt

!alplanch "ppl#cat#on 50mx9m $nstallat#on and %e&#nstallat#on '60TL(60TL) * 50 * 9 * 2 aces!alplanch +ental or 2 months !alplanch ater#al -ost .50 ton * 051%/ton = 5,000 1% &&&8 .




HDPE Butt Welding7ormansh#p welds #nclud#n; 6 ea <an;e adapter 00TL/weld>#&up 2 each * . month * .,000 TL/monthFuel 2each * 0days * 9hrs *.0 lt/hr*,5TL/lt20 va ?enerator needed or 4uttweld#n; mach#ne, 66 va @en 1et .,5 month * 000 TL/monthFuel or Aenerator 5lt/hr * 5 days * 9hr-hlor#ne L#ne #s needed to prevent clam, mussel loca;e .B l#ne may e enou;h sa#d 1eran

%ewater#n; 6 man 60 days 00 TL/day ( 20000 1% mater#al eCu#pment and uel and Dltar#on

Concrete Water Intake Pond-oncrete .2m * m * . m = 20 m &&&&8 2,0 m * 600 TL/m-oncrete 0m * 9m * 0,5 m = .0 m &&&&8 .0 m * 600 TL/m!reacast -oncrete .,6m * .,6m * 0,2 = 0, m &&&&8 0, m * 00 TL/m!recast -oncrete ,m * m * 0,2m = m &&&&8 , m * 00 TL/m"pply 4"1F aster1eal 52 to #nner suraces or non leaa;e ' layers) 2000 ; x 25 TL/; x 20





!s"ore Excavation0 days & Float#n; 3xcavator 20m/hr w#th . cuyd ucet 4ar;e ( 3xcavator = 50,000 TL /month


!umps EEMalves EE!umps : Malves 3rect#on 7e#;htEE-1 !#p#n; or !umps '600 ;s)-1 F#tt#n;s or !umps 'all Dtt#n;s are #ncreased . each around 0I)


Transportat#on to 1#te rom 1andlast#n; and !a#nt#n; "rea!#pes F#tt#n;s 3rect#on and 7eld#n; '500 d#a #nch) 0 d#a #nch /day * . days person x 00 TL/da

T, !T Techn#c#an . man * 2 days * 2001%/day 'checed w#th laJ)+T Techn#c#ans 2 man* days * 200 1%/day 'checed w#th laJ)

-hlor#ne $n?ect#on !ump and Tan$nstallat#on o F7 !umps 'to e suppl#ed y -l#ent)7ater $ntae !ond -over !lates 4eams and 7always

#otal Cost

w#thout p#p#n;, sand and palplanche-oncrete %#Herence, proaly we have underest#mated concrete wors, 9 mt h#;h structure

7or %urat#on

-ontracts and $nsurance -ost 2Iana;ement -ost .0IGther $nd#rects 5I$%B##&'

!roDt 20I

##&' P(ICE



Cost E3& Marmara)4++++ .5,000 1%

0,2 1%.0,69 .0,600 1%

,25 1%

,02 1% ..,02 no palplanch5,000 1%

.,606 1% .,606,0 1%

6,.9 5,92 1%

,.9 1%2,65 1%,65 1%2,65 1%

,99. 1%2,29 1%2,29 1%

,0 1% .0,20 .0,20 1%96 1% 2,20 2,20 1%

9,5 1%

,9. 9,2 1%9,.55 1%6,655 1%2,.. 1%6,. 1%

5,000 5,925 1%

5,02 1% 5,02

20,22 1%5,.0 ,200 1%,02 1%

1%.5,25 .5,25 1%9 1%

2,.. 1%E

6,5 1%6,60 2,5 1%

2,. 1%9,600 1%

9,600 .0,56 1%

5,000 5,000 1%



.,606 1% ,56 9,000 1%

,0 1% 65,05 29,60 1%..2,500 1%

EEE

,52 1%

55,62

6,92 1%0 1%

2,.60 1%0 1%

,. 1%

00 1%.,200 1%

25,000 1%50,000 1%

.00,000 1%

/0020* %$D )*+,./* 2/52*1 %$D

,.*+42 %$D,,+++ %$D Nuote rom a

,02+42 %$D 2002** %$D

days months months

6,2090,5.5,25

).+00.,.

.0,.5

)..121//



6otes

22m Lon; 4oom 3xcavator '25000 TL/month)

3st#mate needs ver#Dcat#on, Oller 4anas# pr#ces are taen3st#mate needs ver#Dcat#on, 3st#mated as excavator worth .50,000 1% rental

!r#ce rom a su&contractor o F#rat 4oru wors w#th %ete %en#P Tenolo?#ler#Gur pr#ce does not #nclude ar;e operat#on

!r#ces taen rom F#rat 4oru, QuPey 4oru and %#Payn 4oru

!r#ce est#mated

httpsR//plast#cp#peor;/pd/chapter.0pd

https://plasticpipe.org/pdf/chapter10.pdf




!r#ces taen rom "yd#n 4oru, 1eamless, 47, "1T " 5 / "!$ 5L, "13 46.0!r#ces taen rom "yd#n 4oru 1"ST3Q, 1eamless, 47, "1T "2 7!4, "13 4.69/4 6.0

rmara %#v#n;



. 3ur = 20 K. 1%= 2 K

.6 1%



CONSTRUCT

ITEM QUA

3xcavat#on 7ors & Gnshore .

4acDll#n; 7ors 'excavated mater#al) & Gnshore .

3xcavat#on 7ors & GHshore 2

4acDll#n; 7ors 'excavated mater#al) & GHshore 2

PIPING

ITEM QUA

Gnshore !#p#n; 2

GHshore !#p#n; .

Description C3xcavat#on0 days 2 each excavator w operator 2 ea * . month * 25,000 TL/month= .Fuel 2each * 0days * 9hrs *25 lt/hr*,5TL/lt . >#&up 2 each * . month * .,000 TL/month Fuel 2each * 0days * 9hrs *.0 lt/hr*,5TL/lt !alplanch "ppl#cat#on 50mx9m $nstallat#on and %e&#nstallat#on '60TL(60TL) * 50 * 9 * 2 aces !alplanch +ental or 2 months !alplanch ater#al -ost .50 ton * .1%/ton = .50,000 1% &&&8 .000 TL *2 month

4acDll#n;ater#al F#ne 1and 500 m * .00 TL/m . 3xcavator w operator . ea * . month * 25,000 TL/month =

Fuel .each * 0days * 9hrs *25 lt/hr *,5TL/lt 4achoe Loader w operator . ea * . month* ,000 TL Fuel . each 0 days * 9hrs* . lt/hr * ,5 TL/lt . ea +oller -ompactor .,5 ton ,000 TL/month Fuel .each * 0days * 9hrs *.5 lt/hr*,5TL/lt 7ater Taner '5000 lt) . each * . month * 6500 TL/month Fuel . each 0 days * 9hrs* lt/hr * ,5 TL/lt

-oncrete 4locs3very m, used also at shore 200m / = 50 each &&&&&8 00 TL each .5 ton "nchor 4olts cm 2 anchorolts nuts ..0 each 25TL/olt:nut

>%!3 4utt 7eld#n;7ormansh#p welds #nclud#n; 6 ea <an;e adapter 00TL/weld

%ewater#n; man 0 days 00 TL/day ( .0000 TL mater#al eCu#pment .

-oncrete anholes -oncrete .2m * m * 0 m = 20 m &&&&8 2,0 m * 600 TL/m -oncrete 0m * 9m * 0, m = .0 m &&&&8 .0 m * 600 TL/m 2 !reacast -oncrete .,2m * .,2m * 0,2 = 0, m &&&&8 0, m * 00 TL/m !recast -oncrete ,m * m * 0,2m = m &&&&8 , m * 00 TL/m "pply 4"1F aster1eal 52 to #nner suraces or non leaa;e ' layers) 2000 ; x 25 TL/; x 20I overhead anhole -over and @rat#n; EE !ump 1tandsEE E




Excavation0 days 2 each excavator w operator 2 ea * . month * 25,000 TL/month=Fuel 2each * 0days * 9hrs *25 lt/hr*,5TL/lt

!alplanch "ppl#cat#on 50mx9m $nstallat#on and %e&#nstallat#on '60TL(60TL) * 50 * 9 * 2 aces!alplanch +ental or 2 months !alplanch ater#al -ost .50 ton * .1%/ton = .50,000 1% &&&8 .




HDPE Butt Welding7ormansh#p welds #nclud#n; 6 ea <an;e adapter 00TL/weld>#&up 2 each * . month * .,000 TL/monthFuel 2each * 0days * 9hrs *.0 lt/hr*,5TL/lt20 va ?enerator needed or 4uttweld#n; mach#ne, 66 va @en 1et .,5 month * 2000 TL/monthFuel or Aenerator .5lt/hr * 5 days * 9hr-hlor#ne L#ne #s needed to prevent clam, mussel loca;e .B l#ne may e enou;h sa#d 1eran

%ewater#n; man 0 days 00 TL/day ( .0000 TL mater#al eCu#pment

Concrete Man"oles-oncrete .2m * m * 0 m = 20 m &&&&8 2,0 m * 600 TL/m-oncrete 0m * 9m * 0, m = .0 m &&&&8 .0 m * 600 TL/m ( 6 m * 600!reacast -oncrete .,2m * .,2m * 0,2 = 0, m &&&&8 0, m * 00 TL/m!recast -oncrete ,m * m * 0,2m = m &&&&8 , m * 00 TL/m"pply 4"1F aster1eal 52 to #nner suraces or non leaa;e ' layers) 2000 ; x 25 TL/; x 20





GHshore 3xcavat#on0 days & Float#n; 3xcavator 20m/hr w#th . cuyd ucet 4ar;e ( 3xcavator = 50,000 TL /month


!umps EEMalves EE!umps : Malves 3rect#on 7e#;htEE-1 !#p#n; or !umps '600 ;s)-1 F#tt#n;s or !umps 'all Dtt#n;s are #ncreased . each around 0I)


Transportat#on to 1#te rom 1andlast#n; and !a#nt#n; "rea!#pes F#tt#n;s 3rect#on and 7eld#n; '500 d#a #nch) 0 d#a #nch /day * . days person x 00 TL/da

T, !T Techn#c#an . man * 2 days * 2001%/day 'checed w#th laJ)+T Techn#c#ans 2 man* days * 200 1%/day 'checed w#th laJ)

#otal Cost

w#thout p#p#n;, sand and palplanche-oncrete %#Herence, proaly we have underest#mated concrete wors, 9 mt h#;h structure

7or %urat#on



Cost E3& Marmara.5,000 1% .5,000 1%

.,606 1%,2 1% .0,600 1%

.6,6 1%

,02 1% ,. 1% ,. 1%9,.55 1%

.,606 1% .,606 1% .,606 1%,0 1%

6,.9 1% 5,92 1%

,.9 1%2,65 1%,65 1%2,65 1%

,99. 1%2,29 1%2,29 1%

,0 1% ,0 1% .0,20 1%96 1% 96 1% 2,20 1%

9,5 1%

2,5 1% 9,2 1%9,.55 1%6,655 1%.,056 1%2,.9 1%

5,925 1% 5,925 1%

.6,.9 1% .6,.9 1% .6,.9 1%

6,05 1%,056 1% ,200 1%6,92 1%

1%,.2 1% .5,25 1%9 1%

2,.. 1%E

6,5 1%6,60 1% 2,5 1%

2,. 1%9,600 1%

9,600 1% .0,56 1%

5,000 1% 5,000 1%



.,606 1% ,56 1% 9,000 1%

,0 1% 65,05 1% 29,60 1%..2,500 1%

EEE

,52 1%

2,.2 1% 2,.2 1%

6,92 1%0 1%

2,.60 1%0 1%

,. 1%

00 1%.,200 1%

20*0/. %$D 2*+/1/ %$D ,0.5*, %$D

410./+ %$D,,+++ %$D Nuote rom a

225./+ %$D 2002** %$D

days months



6otes

22m Lon; 4oom 3xcavator '25000 TL/month)

3st#mate needs ver#Dcat#on, Oller 4anas# pr#ces are taen3st#mate needs ver#Dcat#on, 3st#mated as excavator worth .50,000 1% rental

!r#ce rom a su&contractor o F#rat 4oru wors w#th %ete %en#P Tenolo?#ler#Gur pr#ce does not #nclude ar;e operat#on

!r#ces taen rom F#rat 4oru, QuPey 4oru and %#Payn 4oru

!r#ce est#mated

httpsR//plast#cp#peor;/pd/chapter.0pd





!r#ces taen rom "yd#n 4oru, 1eamless, 47, "1T " 5 / "!$ 5L, "13 46.0!r#ces taen rom "yd#n 4oru 1"ST3Q, 1eamless, 47, "1T "2 7!4, "13 4.69/4 6.0

Marmara Diving Margin.6I

rmara %#v#n;



. 3ur = 20 K. 1%= 2 K

.6 1%

boq w pricing sea water intake

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