boq-01 sabahiya villa

8/18/2019 BOQ-01 Sabahiya Villa

1/22

DIVISION 1 GENERAL REQUIREMENTS

S.No. Item description Unit Qty.

DIVISION 1 GENERAL REQUIREMENTS GENERAL REQUIREMENTS

The Tendered shall include the costs associated withrequirements mentioned hereunder

To Collection Kd


2/22

DIVISION 2 SITE WORK

DIVISION SIT! "O#K

$ %& '()*

+ %# &*

DIVISION 2 EXTERNAL WORK


!,ca-ation includin le-ellin/ radin/ rammin/ and remo-in surplus e,ca-ated materials o00site.

e,ca-ation in all 1inds o0 soil 0or 0oundation 0rom23(.'4 5e-el include trenches/ etc up to anydepth as per D"6S7 specs includin disposal o0 surplus materials 0rom site o pu8lic dump yardsto the satis0action o0 enineer

Desin/ 0urnishin and installation o0 shorin wor1s includin sheet pilin as necessary to protectwor1men/ 8an1s/ ad9acent pa-in/ structures and utilities/ 8racin and sheetin shall 8e ase,ca-ations are 8ac10illed in a manner to pre-ent ca-in 2pro-isional and remeasured as per sitecondition 4

To Collection Kd



3/22

$ + EXTERNAL WORK

The 0ollowin items to 8e priced as provisional andR!as"rd as per site conditionco-er the supply and installation as per tender drawins :

Cur8 stones 0or the sidewal1s and roads to 8e supplied 8y Kuwait National Industries

Interloc1 tiles to 8e supplied 8y Kuwait National Industries. ;cm thic1 0or side wal1s


4/22

DIVISION # $ON$RETE

DIVISION # $ON$RETE

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&)'

&&

DIVISION # $ON$RETE



$ +

C

D

!

@ 6

mA

mA

mA

mA

mA mA mA

mA

m mA

'>

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&)'

&&

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'

>>*

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%lain insi&" 'on'r& (avin) )rad K 1*+ K),'!-

"sin) SR$ in'l"din) .or!/or0 '"rin) &' as pr dra/in)s

)** mm thic1 8lindin concrete under #a0t all as per drawins

'* mm thic1 sand cement protection screed o-er mem8rane insulation

Rin.or'd insi&" 'on'r& (avin) )rad #*+ K),'!- "sin)

SR$ in'l"din) .or!/or0 '"rin) &' as pr dra/in)s

#ein0orced insitu concrete 0or ra0t S#C 6rade K &'* withsulphat resistance cement/under N.6.5. includin/ 0air 0ace/ 0ormwor1 water proo0in withappro-ed 8itumen paint in three coat/ 0inishin/ and -i8ratin etc all as per drawins.

Rin.or'd insi&" 'on'r& 3as!n& 2 and 3as!n& 14&rnal pri!&r r&ainin) /alls

SR$ Grad K #*+ in'l"din) .or!/or0 .inis(in) vi5ra&in) &' all as pr dra/in)s

+asement retainin wall '*mm thic1

Rin.or'd insi&" 'on'r& (avin) )rad K #*+ "sin)

K),'!- O%$ in'l"din) .or!/or0 '"rin) &' as pr dra/in)s

#ein0orced insitu concrete solid sla8s/OBC 6rade K &'* includin 0ormwor1/ 0inishin/ -i8ratin etc all as per drawins.)'* mm thic1 );* mm thic1 )


5/22

DIVISION 6 7 T8ERMAL AND MOISTURE %ROT


I

DIVISION # $ON$RETE

#ein0orced insitu concrete columns OBC 6rade K >** includin 0ormwor1/ 0inishin/-i8ratin etc all as per drawins2 iclude parapet column4.

#ein0orced insitu concrete !le-ator "alls OBC 6rade K &'* includin 0ormwor1/ 0inishin/-i8ratin etc all as per drawins2 iclude parapet column4.

#ein0orced insitu stairs steps/ landins/ sla8s/ OBC 6rade K &'* includin 0ormwor1/ 0inishin/-i8ratin etc all as per drawins.

mA mA mA )

&*

To Collection Kd

DIVISION 6 7 T8ERMAL AND MOISTURE %ROT

6uarantee all waterproo0in wor1s 0or a period o0 ten years 0rom the date o0 su8stantialcompletion. The uarantee to 8e in the 0orm o0 a +an1erEs 6uarantee equal to2 4 K.D.

!ater proofing for basement "alls and rafts including curing and filling all hone#comps$ holes$ etc and

to appl# %"o la#ers of appro-ed mem8rane material.

Brotected %em8rane #oo0in to all #oo0s includin

%

%

1&60

'(0


6/22


7/22

To 6rand Summary


8/22

$mount

Kd @ils Kd @ils

#ate


9/22

$mount

Kd

).&'* ?/(?


10/22


11/22

$mount

Kd

#ate $mount

Kd

#ate


12/22

#ate $mount

Kd


13/22

D :ILS


14/22


15/22

Sr Item Unit Qty

Excavation M3 5910

Shoring MR 30

Remeasured & Provisional

Kerbstone MR

Interloc M2

K!150 #lin$ing M3 5%

50 && 'rotection scree$ M3 2(

K!350 ) Ra*t M3 315

K!350 ) #ase&ent 1+2 alls M3 233

K!350 I Soli$ Slabs150 && thic M3 2%5

160 && thic M3 10

180 && thic M3 (

S-i&&ing 'ool slab + -alls M3 25

K!300 / or$ 600 && thic M2 %%0

K!350 / #ea&s M3 395

K!%00 / ol&ns M3 180K!350 / Elevator alls M3 1%

K!350 / Stairs M3 30

ater /roo4ng

2 laers &e&brane *or ra*t + base&ent -alls M2 1%60

Roo4ng M2 590

-et areas 2 laers M2 %51

*or s-i&&ing 'ool M2 60


16/22


17/22

Rate Amount

1.3(5 8,126.250

2(5.000 8,250.000

0.0000.000

0.000

0.000

0.000

%0.000 2,160.000

35.000 9%5.000

(5.000 23,625.000

115.000 26,(95.000

0.000

0.000115.000 28,1(5.000

115.000 1,150.000

115.000 805.000

0.000

150.000 3,(50.000

0.000

50.000 22,000.000

110.000 %3,%50.000

0.000

120.000 21,600.000120.000 1,680.000

120.000 3,600.000

0.000

0.000

0.000

%.500 6,5(0.000

16.000 9,%%0.000

9.000 %,059.000

15.000 900.000

0.0000.000

0.000

217,080.2500.000

0.000

0.000

0.000

0.000

0.0000.000

0.000


18/22

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000


19/22

Sr Item Unit Qty

Excavation M3 5910

Shoring MR 30

Remeasured & Provisional

Kerbstone MR

Interloc M2

K!150 #lin$ing M3 5%

50 && 'rotection scree$ M3 2(

K!350 ) Ra*t M3 315

K!350 ) #ase&ent 1 + 2 alls M3 233

K!350 I Soli$ Slabs150 && thic M3 2%5

160 && thic M3 10

180 && thic M3 (

S-i&&ing 'ool slab + -alls M3 25

K!300 / or$ 600 && thic M2 %%0

K!350 / #ea&s M3 395

K!%00 / ol&ns M3 180K!350 / Elevator alls M3 1%

K!350 / Stairs M3 30

ater /roo4ng

2 laers &e&brane *or ra*t + base&ent -alls M2 1%60

Roo4ng M2 590

-et areas 2 laers M2 %51

*or s-i&&ing 'ool M2 60


20/22


21/22

Rate Amount

1.250 (,38(.500

250.000 (,500.000

0.0000.000

0.000

0.000

0.000

3(.500 2,025.000

32.500 8((.500

68.000 21,%20.000

105.000 2%,%65.000

0.000

0.000105.000 25,(25.000

105.000 1,050.000

105.000 (35.000

0.000

120.000 3,000.000

0.000

%(.500 20,900.000

100.000 39,500.000 85

0.000 1%8(50

105.000 18,900.000 %5.(1%286105.000 1,%(0.000

105.000 3,150.000

0.000

0.000

0.000

%.500 6,5(0.000

1%.000 8,260.000

(.500 3,382.500

12.000 (20.000

0.0000.000

0.000

17,0!7.500

0.000

0.000

0.000

0.000

0.000

0.0000.000

0.000


22/22

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

boq-01 sabahiya villa

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