235360185-estimate (1).xls

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Project Title: PROPOSED TWO (2) STOREY LTO BUILDING

Project Location: BRGY. POBL !ION" URD NET !ITY" P NG SIN N

O#ner: L ND TR NSPORT TION O$$I!E (Ur%aneta Branc&)

' GENER L RE UIRE*ENTS

Qty 1.00 lot

1.0 Mobilization/Demobilization

2.0 Temporary Facilities a.) Bunkhouse/ !!ice/"arehouse

b.) Temporary #i$htin$s

c.) Temporary "ater

II. E RT+WOR,S

'.- E ca/ation Wor01 Bac03ill an% !o45action

Qty %2.1& cu.m

. L BOR !OST

1 'ro(ect n$ineer * 'hp +00.00 /,ay

1 -onstruction Foreman 'hp %0.00 /,ay

1 . . perator 'hp 00.00 /,ay

+ #aborer 'hp 2%0.00 /,ay

'hp 2 %0.00 1.% ,ay

B. E UIP*ENT E6PENSES (RENT L)

1 unit Backhoe/#oa,er 'hp 3 000.00 /,ay

Fuel oil lub. etc 'hp 1 3%0.00 /,ay

'hp 4 3%0.00 1.% ,ays

S U * * R Y. L BOR !OST

B. E UIP*ENT E6PENSES (RENT L)

plus5 36 -M

46 -'

126 78T

Unit !o1t 7 P&5 2-"'82.9- 92.' c;.4Total Ite4 !o1t 7 P&5 8

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S U * * R Y

. * TERI L !OST

B. L BOR !OST

!. E UIP*ENT E6PENSES (RENT L)

plus5 36 -M

46 -'

126 78T

Unit !o1t 7 P&5 ' -"=>'.29 -.22 c;.4

Total Ite4 !o1t 7 P&5 ">>9.2< -.22 c;.4

I?. REIN$OR!E STEEL B RS

Qty 131.&0 k$s

. * TERI L !OST

2 1%3.+ k$s 1+mm< De!. bars 'hp 0.00 /k$

&41. k$s 12mm< De!. bars 'hp 0.00 /k$

1 +&1.4 k$s 10mm< De!. bars 'hp 0.00 /k$

3%.2 k$s = 1+ :.>. tie ?ire 'hp +0.00 /k$

B. L BOR !OST

1.0 'ro(ect n$ineer * 'hp +00.00 /,ay

1.0 -onstruction Foreman 'hp %0.00 /,ay

.0 9teelman 'hp &00.00 /,ay

.0 #aborer 'hp 2%0.00 /,ay

'hp %00.00 12.0 ,ays

C. E UIP*ENT E6PENSES (RENT L)1 unit Bar cutter 'hp 200.00 /,ay

'hp 200.00 12.0 ,ays

S U * * R Y

. * TERI L !OSTB. L BOR !OST


plus5 36 -M

46 -'

126 78T

Unit !o1t 7 P&5 2>'"=2>.>- "'

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-arpenter * 'hp &3%.00 /,ay

& #aborer * 'hp 2%0.00 /,ay

'hp & &00.00 12.0 ,ays

S U * * R Y

. * TERI L !OST

B. L BOR !OST

plus5 36 -M

46 -'

126 78T

Unit !o1t 7 P&5 '8-" 2-.-- '.-- lot

Total Ite4 !o1t 7 P&5 '8-" 2-.-- '.-- lot

?I. * SONRY WOR,S (!+B laAin@ # Pla1terin@)

Qty 14%.1 sC.m

. * TERI L !OST

&%0.0 ba$s 'ortlan, -ement * 'hp 22%.00 /ba$

2 .0 cu.m "ashe, san, * 'hp 00.00 /cu.m

2 %0.0 pcs %@ - B * 'hp 10.%0 /pc %14.0 k$s 10mm< De!. bars * 'hp 0.00 /k$

+.0 b,.!t = 1+ :.>. tie ?ire * 'hp +0.00 /k$

B. L BOR !OST


1 -onstruction Foreman 'hp %0.00 /,ay

Mason 'hp &3%.00 /,ay

+ #aborer 'hp 2%0.00 /,ay

'hp 0%0.00 12.0 ,ay

S U * * R Y

. * TERI L !OST

B. L BOR !OST

plus5 36 -M

46 -'

126 78T

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+0.0 pcs 1+@ 1+@ ut,oor tile * 'hp +%.00 /pc

20.0 k$s Tile :rout * 'hp 2%.00 /k$

B. L BOR !OST1 'ro(ect n$ineer * 'hp +00.00 /,ay

1 -onstruction Foreman * 'hp %0.00 /,ay

& Mason * 'hp &3%.00 /,ay

#aborer * 'hp 2%0.00 /,ay

'hp & 13%.00 %.0 ,a

C. E UIP*ENT E6PENSES (RENT L)1 unit lectric :rin,er 'hp 1%0.00 /,ay

'hp 1%0.00 %.0 ,ays

S U * * R Y

. * TERI L !OST

B. L BOR !OST

C. E UIP*ENT E6PENSES (RENT L)

plus5 36 -M

46 -'

126 78T

Unit !o1t 7 P&5

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S U * * R Y

. * TERI L !OST

B. L BOR !OST


plus5 36 -M

46 -'

126 78T

Unit !o1t 7 P&5 9="229.-- 82. - 1 .4

Total Ite4 !o1t 7 P&5 nstaller * 'hp &00.00 /,ay

% #aborer * 'hp 2%0.00 /,ay

'hp & &%0.00 2.0 ,ay

C. E UIP*ENT E6PENSES (RENT L)1 unit lectric :rin,er 'hp 1%0.00 /,ay

'hp 1%0.00 2.0 ,ays

S U * * R Y

. * TERI L !OST

B. L BOR !OST


l 5 36 M

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10.0 tin 9emi $loss #ate paint * 'hp 2 &30.00 /tin

.0 lits #ate color * 'hp 120.00 /lit

.0 $al. Masonry putty * 'hp 1%.00 /$al

20.0 k$s 'atchin$ compoun, * 'hp 1%.00 /lit

4.0 lits 9tick?el * 'hp 1 %.00 /lit

3.0 pcs oller brush * 'hp 100.00 /pc

13.0 pcs 'aint brush * 'hp %.00 /pc

100.0 pcs 9an,paper * 'hp 2%.00 /pc

1%.0 pcs 9tupa a$ * 'hp 20.00 /k$

B. L BOR !OST



& 'ainter * 'hp &%0.00 /,ay


'hp & 100.00 %.0 ,ay

S U * * R Y

. * TERI L !OST

B. L BOR !OST

plus5 36 -M

46 -'

126 78T

Unit !o1t 7 P&5 > "'92.29 >-.-8 1 .4

Total Ite4 !o1t 7 P&5 ' >-.-8 1 .4

6I. TRUSS WOR,S

Qty 1.00 lot

. * TERI L !OST

2&.0 pcs 1.%mm 2@ +@ - purlins Etruss) * 'hp +%0.00 /pc

12.0 pcs 1.0mm 2@ @ - purlins * 'hp & 3.00 /pc

& %.0 pcs 10mm< 'lain oun, bar * 'hp 1&4.00 /pc .0 pcs 1/ @ 10@ 10@ Base plate * 'hp 2%0.00 /pc

&.0 bo "el,in$ ro, * 'hp 1 200.00 /bo

&+.0 pcs 12mm< 10@ 8nchor bolts ?/

ut an, ?asher * 'hp 120.00 /pc

B. L BOR !OST


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B. L BOR !OST


plus5 36 -M

46 -'

126 78T

Unit !o1t 7 P&5 nsulation E mm thk) * 'hp %0.00 /l.m

%.0 pcs "all !lashin$ * 'hp %0.00 /pc

%.0 pcs &@< '7- pipe * 'hp +0.00 /pc

+.0 pcs &@< '7- lbo? 1/ ben, * 'hp %&.00 /pc

&.0 pcs :utter * 'hp %0.00 /pc

&00.0 pcs Tekscre? * 'hp 1.3% /pc

.0 tube 9ilicon 9ealant * 'hp 1%0.00 /tube

1.0 bo Blin, i;ets * 'hp %00.00 /bo

B. L BOR !OST



& oo! >nstaller * 'hp &%0.00 /,ay


'hp & 100.00 .0 ,ay

S U * * R Y

. * TERI L !OST

B. L BOR !OST

plus5 36 -M

46 -'

126 78T

Unit !o1t 7 P&5

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& #aborer * 'hp 2%0.00 /,ay

'hp 2 13%.00 &.0 ,ay


1 unit "el,in$ Machine 'hp %0.00 /,ay

'hp %0.00 &.0 ,ays

S U * * R Y

. * TERI L !OST

B. L BOR !OST


plus5 36 -M

46 -'

126 78T

Unit !o1t 7 P&5 2"=' .-- '.-- lot

Total Ite4 !o1t 7 P&5 2"=' .-- '.-- lot

6I?. ELE!TRI! L WOR,S

Qty 1.00 lot

. * TERI L !OST

+.0 sets 2 0" F# lamp ?/ housin$ * 'hp 1 %00.00 /set

%.0 sets 2%" -F# * 'hp +0.00 /set

%.0 sets @ @ 'inli$ht * 'hp 2%0.00 /set

+.0 pcs eceptacle @< * 'hp %0.00 /pc

2.0 sets 9in$le pole s?itch * 'hp 120.00 /set

&.0 sets T?o pole s?itch * 'hp 1+%.00 /set

2.0 sets & "ay s?itch * 'hp 210.00 /set

1.00 sets Main 8-B/ + branches ?/ 1 20 8T 2' % 20 8T 2' * 'hp 1 4%0.00 /set

11.0 pcs @ @ Gunction bo * 'hp &%.00 /pc 1%.0 pcs 2@ @ Htility bo * 'hp &%.00 /pc

& .0 pcs 1/2@< '7- pipe &.00 mts. * 'hp +1.00 /pc

2.0 rolls &.%mmI T ?ire * 'hp & 203.%0 /roll

20.0 mts 1 mmI T ?ire * 'hp 4%.4 /mt

.0 pcs 1A< '7- pipe &.00 mts. * 'hp 102.00 /pc

2.0 pcs 1@< #on$ s?eep elbo? * 'hp &4.00 /pc

22.0 pcs 1/2@< '7- #on$ s?eep elbo? * 'hp 2%.00 /pc

1.0 pc 1@< 9- pipe &.00 mts. * 'hp 20.00 /pc

1.0 sets 1@< ntrance cap * 'hp +%.00 /set

1.0 set & 'ole secon,ary rack * 'hp 24%.00 /set 1.0 pc 1@< #on$ s?eep elbo? E 9-) * 'hp 4%.00 /pc

10 0 ll l i l * 'h % 00 / ll

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'hp 1%0.00 .0 ,ays

S U * * R Y

. * TERI L !OST

B. L BOR !OST


plus5 36 -M

46 -'

126 78T

Unit !o1t 7 P&5 '"8

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'hp 20 000.00

'hp %0 000.00

'hp &0 000.00

'hp 10 000.00

P&5 ''-"---.--

'hp +00.00

'hp %0.00

'hp 00.00

'hp 1 %00.00

'hp 2 %0.00

P&5 " 29.--

'hp 3 000.00

'hp 1 3%0.00

'hp 4 3%0.00

P&5 ' "'29.--

'hp 2%.00

'hp 1& 12%.00

P&5 '

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'hp 44 13%.00

'hp &0 00.00

'hp 000.00

P&5 '22"9>9.2<

P&5 ' -"=>'.29

'hp 4+ &02.10

'hp 1% 23+.&2

'hp +% 23&.3+

'hp %10.04

P&5 '

'hp 1% &.&+

'hp 14 220. 4

'hp 23 &&1. 3

P&5 2>'"=2>.>-

P&5 >2.'"=2>.>-

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'hp 1 %00.00

'hp 3%0.00

P&5 " --.--

P&5 =">--.-- 0.337883959

'hp 113 200.00

'hp & +00.00

P&5 '9>"8--.--

'hp 10 3+.00

'hp 12 % .00

'hp 14 41+.00

P&5 '8-" 2-.--

P&5 '8-" 2-.--

P&5 '8-" 2-.--

'hp 34 3%0.00

'hp 11 +00.00

'hp 2% 32%.00'hp 20 320.00

'hp &+0.00

P&5 '

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'hp & 00.00 12.50 13.00 195'hp %00.00 5.00 5.00P&5 >"> -.-- 5.33 6.00 60

'hp +00.00

'hp %0.00

'hp 1 12%.00

'hp 1 000.00

P&5 "' "299.--

'hp 23.4%

'hp % 0+0. 0

'hp 3 % 0.+0P&5

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'hp &3 &3%.00

'hp 1& &3%.00

'hp 3%0.00

P&5 9'"9--.--

'hp & +0%.00

'hp 120.00

'hp + 140.00

P&5 9="229.--

P&5

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'hp 2& 300.00

'hp 40.00

'hp +0.00

'hp &00.00

'hp 1 %+0.00

'hp 300.00

'hp 3+%.00

'hp 2 %00.00

'hp &00.00

P&5 =" '9.--

'hp +00.00

'hp %0.00

'hp 1 0%0.00

'hp 1 000.00

P&5 "'--.--

P&5 '9"9--.-- 0.3932513003

'hp & 1%.00

'hp 1% %00.00

P&5 9 "='9.--

'hp & 4 .0%

'hp & &.20

'hp + %4 .40

P&5 > "'92.29

P&5 '

P&5 > "'92.29

'hp 1 %0.00

'hp 3+ .00 16.57'hp + 0.00 9.94'hp 2 2%0.00 6.62'hp & +00.00

3.31'hp &20.00 1P&5 -"9< .-- 37.44 6.24

'hp +00.00

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'hp 200.00

'hp 1 400.00

P&5 '"9< .--

'hp 2 10.14

'hp & &2%. 2

'hp 44.44

P&5 2" 8.--

'hp &30.++

'hp %.0

'hp 3 2.%+

P&5

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'hp 3%0.00

P&5 2"'"929.-- 0.3145336226

'hp %0.00

P&5 9-.--

P&5 '" 9-.--

'hp 20 3 %.00

'hp + %2%.00

'hp 1 &%0.00

P&5 28">2-.--

'hp 2 00&. 0

'hp 2 24 .+0

'hp & & . 0

P&5 2"=' .--

P&5 2"=' .--

P&5 2"=' .--

'hp 000.00

'hp &00.00 16.57'hp 1 2%0.00 13.25'hp &00.00 13.25'hp 2 0.00 13.25'hp %.00

'hp 20.00 13.25

'hp 1 4%0.0013.2513.25

'hp &4%.00'hp %2%.00

'hp 2 03 .00

'hp + 1%.00

'hp 1 31+.40

'hp 04.00

'hp 3+.00

'hp %%0.00

'hp 20.00

'hp +%.00

'hp 24%.00'hp 4%.00

'h %0 00

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26.25

53.13

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0.6258.333333 27

931

0.3333330.1111110.037037

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Project Title: PROPOSED TWO (2) STOREY LTO BUILDING

Project Location: BRGY. POBL !ION" URD NET !ITY" P NG SIN N

O#ner: L ND TR NSPORT TION O$$I!E (Ur%aneta Branc&)

BILL OF QUANTITIESItem No. DESCRIPTION UNIT QTY UNIT COST

I GENERAL REQUIREMENTS lot 1.00 110,000.00

II EARTHWORKS cu.m 52.13 387.15

III. CONCRETE WORKS cu.m 30.22 4,665.27

I REINFORCE STEEL BARS kgs 4,171.30 62.79

FORMS AND SCAFFOLDINGS lot 1.00 180,320.00

I MASONRY WORKS s .m 185.14 1,153.82

II TILE WORKS s .m 82.40 882.81

III CARPENTRY AND !OINERY WORKS s .m 82.40 718.75

I" DOORS AND WINDOWS lot 1.00 39,330.00

" PAINTING WORKS s .m 460.08 137.26

"I TRUSS WORKS lot 1.00 47,810.10

"II ROOFING WORKS l.m 48.50 1,480.49

"III TINSMITRY WORKS lot 1.00 32,913.00

"I ELECTRICAL WORKS lot 1.00 41,871.27TOTAL PRO!ECT COST

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AMOUNT110,000.00

20,182.50

140,961.25

261,926.60

180,320.00

213,618.25

72,743.25

59,225.00

39,330.00

63,152.25

47,810.10

71,803.70

32,913.00

41,871.27$%&&$'&(. (

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E RT+WOR,SEXCAVATION WORKS

* R,$OR ONE (') STRU!TURE

LENGT+ (4.) WIDT+ (4.) +EIG+T (4.)

F 1 1.%0 1.%0 1.%0 +.00FTB %.00 0.2% 1.10 &.00

.00 0.2% 1.10 .00:B %.00 0.20 0.2% &.00

.00 0.20 0.2% .00T T8#

BACKFILL/COMPACTION


LENGT+ (4.) WIDT+ (4.) +EIG+T (4.)

F 1 1.%0 1.%0 0.&0 +.00FTB %.00 0.2% 0.&0 &.00

.00 0.2% 0.&0 .00:B %.00 0.20 0.2% &.00

.00 0.20 0.2% .00- #HM 0.&0 0.&0 1.10 +.00T T8#

ca;ation J &0.&&Back!ill/-ompaction 21.41 cu.m

GRAVEL BEDDING


LENGT+ (4.) WIDT+ (4.) +EIG+T (4.)

F 1 1.%0 1.%0 0.10 +.00FTB %.00 0.2% 0.10 &.00

.00 0.2% 0.10 .00:B %.00 0.20 0.10 &.00

.00 0.20 0.10 .00 8rea 1 4.00 %.00 0.10 1.00 8rea 2 2.00 1.20 0.10 1.00T T8#

NO. O$ SI*IL RSTRU!TURE



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20.2% %.00.1& 1+.+3

. 0 1&.&&0.3% 1+.+30.40 1&.&&

&0.&&

.0% %.001.1& 1+.+31.20 1&.&&0.3%0.400.% 1.004.%2

1.&%0.&40. 00.&00.&2

.000.2+.

TOT L?OLU*E (4F)

TOT L?OLU*E (4F)

TOT L?OLU*E (4F)

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? * SONRY WOR,S

GROUND FLOOR

!erimeter "all 26.00 3.50 1.00

less opening 7.29

#otal area

!erimeter "all 26.00 3.50 1.00

4.40 1.00 1.00

5.00 3.00 1.00

less opening 8.97

#otal area

$o. o% !cs 6& C'( 2,406.82 sa) 2,450.00

Cement 187.55 sa) 190.00

*and 15.63 sa) 17.00

+ert. ein%orcement 394.35

'or. ein%orcement 398.05

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91.00

7.29

83.71

'&. 2

91.00

4.40

15.00

8.97

101.43

!cs

ags

m

5c1 '-44H 518.00 kgs

0@1

185.14

370.28

%(3.4'

ags

cu.m.

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0.+1+ 6.00

0.+1+ 7.50

0.+1+ 9.00

0.+1+ 10.50

0.+1+ 12.00

REB R WOR,S

* R, LO! TION

$OR ' STRU!TURE

NU*BER O$ P!S

F1 top tran;erse 1+ 1.%0 4.00

bottom lon$itu,inal 12 1.%0 4.00

Footin$

-1 ;ertical bar 1+ .00 4.00

4.&0 outer ties 10 1.20 .40inner ties 10 1.00 .40

-2 ;ertical bar 1+ .00 4.00

4. % outer ties 10 1.20 %0.30

inner ties 10 1.00 %0.30

-& ;ertical bar 1+ .00 4.00

4.+1 outer ties 10 1.20 %1.++

inner ties 10 1.00 %1.++

FTB strai$ht bars 1+ +.00 +.00

%.00 stirrups 10 1.10 &+.00

FTB strai$ht bars 1+ .%0 +.00

.00 stirrups 10 1.20 23.00

:B strai$ht bars 1+ +.00 .00

%.00 stirrups 10 0. 0 &+.00

:B strai$ht bars 1+ .%0 .00

.00 stirrups 10 0. 0 23.00

B RSI E ONE B R

LENGT+

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B 1 strai$ht bars 1+ +.00 .00

%.00 top cut bars 1+ 1.%0 2.00

bott. -ut bars 1+ &.00 1.00

stirrups 10 1.20 &+.00

B 1 strai$ht bars 1+ .%0 .00

.00 top cut bars 1+ 1.20 2.00

bott. -ut bars 1+ 2.%0 1.00stirrups 10 1.20 23.00


%.00 top cut bars 1+ 1.%0 .00

bott. -ut bars 1+ &.00 2.00

stirrups 10 1. 0 &+.00

B & strai$ht bars 1+ +.00 .00

%.00 top cut bars 1+ 1.%0 2.00

bott. -ut bars 1+ &.00 1.00

stirrups 10 1.10 &+.00

B strai$ht bars 1+ 2.%0 .002.12 top cut bars 1+ 0.3% 2.00

bott. -ut bars 1+ 1.%0 1.00

stirrups 10 0. 0 1%.00

#B 1 strai$ht bars 12 2.%0 .00

2.00 stirrups 10 1.00 1%.00

-B 1 strai$ht bars 12 1.%0 .00

1.20 stirrups 10 1.00 .00

B 1 strai$ht bars 12 +.00 .00

%.00 top cut bars 12 1.%0 2.00

bott. -ut bars 12 &.00 1.00stirrups 10 0. 0 &+.00

strai$ht bars 12 .%0 .00

.00 top cut bars 12 1.20 2.00

bott. -ut bars 12 2.%0 1.00

stirrups 10 0. 0 23.00


%.00 top cut bars 1+ 1.%0 2.00

bott. -ut bars 1+ &.00 1.00

stirrups 10 1.10 &+.00

B & strai$ht bars 12 +.00 .00%.00 stirrups 10 0.30 &+.00

strai$ht bars 12 2.%0 .00

2.12 stirrups 10 0.30 1%.00

#B 2 strai$ht bars 12 2.%0 .00

2.00 stirrups 10 0.40 1%.00

-B 2 strai$ht bars 12 1.%0 .00

1.20 stirrups 10 0.40 .00

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9#8B F>## lon$itu,inal 10 4.00 20.00

cross section 10 %.00 12.%09H9' D D 9#8B top barsElon$itu,inal) 10 %.00 1+.+3

top bars Ecross section) 10 4.00 2+.+3

cut barsElon$itu,inal) 12 1.2% 10.00

cut bars Ecross section) 12 .00 10.00

bent up barsElon$itu,inal) 10 %.00 1+.+3

t?o ?ay bent up bars Ecross section) 10 4.00 2+.+3

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MB 1 E&0.00m) strai$ht bars 1+ &0.4& .00

* :# 8 ?eb bars 12 &0.4& 2.00

stirrups 10 1. 0 34 .00MB 2E20.00m) strai$ht bars 1+ 20.4& .00

* :# 1 ?eb bars 12 20.4& 2.00

stirrups 10 1. 0 1+2.00

MB E&0.00m) strai$ht bars 1+ &0.4& .00

* :# 8 ?eb bars 12 &0.4& 2.00

stirrups 10 1. 0 14 .00

Mi,beam

B 1 E20.00m) strai$ht bars 1+ 20.4& .00

* :# 1 ?eb bars 12 20.4& 2.00

top cut bars en, support 1+ 0. & 2.00top cut bars mi,,le support 1+ 1.+% 2.00

top cut bars mi,,le support 1+ 2. 0 2.00

top cut bars mi,,le support 1+ 2.24 2.00

bottom cut bars 1+ 1.%0 2.00

bottom cut bars 1+ &.00 2.00

stirrups 10 1. 0 1+2.00

B 1 E&0.00m) strai$ht bars 1+ &0.4& .00

?eb bars 12 &0.4& 2.00

top cut bars en, support 1+ 1. 4 2.00



top cut bars mi,,le support 1+ 1.%% 2.00

bottom cut bars 1+ 1.40 2.00


stirrups 10 1. 0 34 .00

B 2 E20.00m) strai$ht bars 1+ 20.4& .00

?eb bars 12 20.4& 2.00

top cut bars en, support 1+ 0. & 2.00

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top cut bars mi,,le support 1+ 1.+% 2.00




bottom cut bars 1+ &.00 2.00

stirrups 10 1. 0 1+2.00

9.8n$le E20.00m) strai$ht bars 1+ 20.4& .00* :# 8 ?eb bars 12 20.4& 2.00

top cut bars en, support 1+ 0. & 2.00

top cut bars mi,,le support 1+ 1.+% 2.00


stirrups 10 1. 0 14 .00

roo!beam

:roun, 9lab trans;erse 12 2.00 1.00

2 20 lon$itu,inal 12 20.00 14%.00

:roun, 9lab trans;erse 12 2.00 1.00

2 20 lon$itu,inal 12 20.00 4%.00:roun, 9lab

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10 12&.30 0.444 6.00 %.&&

.+2 0.444 7.50 +.++

%.% 0.444 9.00 3.

+. 3 0.444 10.50 .&2

3.& 0.444 12.00 10.++

+.00 4.00 32.00 +.00 12.00 12.00 &4 .00

4.00 32.00 +.00

2.00 1+.00 1 .00 .00 1+.00 1+.00 1 % &.+0

.+0 11 .%2 +.00 1 . 2 20.00

.+0 .+0 +.00 1+.+0 13.00

2.00 1+.00 1 .00 .00 1+.00 1+.00 1 +22. 0

101. 0 121.+4 +.00 20.24 21.00

101. 0 101. 0 +.00 1+. 0 13.00

2.00 1+.00 1 .00 .00 1+.00 1+.00 1 +%&.12

10&.&2 12&. 4 +.00 20.++ 21.00

10&.&2 10&.&2 +.00 13.22 14.00

&.00 14.00 104.00 +.00 14.00 14.00 + 4.00

104.00 114.40 +.00 1 .40 20.00

.00 2 .00 104.00 .00 12.00 12.00 + 4.00

104.00 12 .+0 +.00 21.+0 22.00

&.00 12.00 32.00 +.00 12.00 12.00 &2.00

104.00 3.20 +.00 1+.20 13.00

.00 1+.00 32.00 .00 4.00 4.00 &2.00

104.00 3.20 +.00 1+.20 13.00

NO. O$SI*IL R

STRU!TURE

TOT LNO.O$ P!S

TOT L NO. O$!O**L LENGT+

!O**LLENGT+

NO. O$?ER LONG B R

NO. O$+OR TR NS

B R

TOT L B RINTERSE!TION

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2.00 4.00 4.00 +.00 4.00 4.00 %0 .00

.00 +.00 +.00 1.00 1.00

2.00 +.00 +.00 1.00 1.00

32.00 4+. 0 +.00 1 . 0 1%.00

.00 1+.00 32.00 .00 4.00 4.00 3%+.00

4.00 .+0 +.00 1.+0 2.00

.00 10.00 3.%0 1.&& 2.00104.00 12 .+0 +.00 21.+0 22.00

1.00 .00 2 .00 +.00 .00 .00 &+0.00

.00 +.00 +.00 1.00 1.00

2.00 +.00 +.00 1.00 1.00

&+.00 %0. 0 +.00 4. 0 .00

1.00 .00 2 .00 +.00 .00 .00 2%2.00

2.00 &.00 +.00 0.%0 1.00

1.00 &.00 +.00 0.%0 1.00

&+.00 & .+0 +.00 +.+0 3.00

1.00 .00 10.00 3.%0 1.&& 1.%0 10%.002.00 1.%0 +.00 0.2% 0.%0

1.00 1.%0 +.00 0.2% 0.%0

1%.00 1&.%0 +.00 2.2% &.00

1.00 .00 10.00 3.%0 1.&& 1.%0 +0.00

1%.00 1%.00 +.00 2.%0 &.00

1.00 .00 +.00 +.00 1.00 1.00 &+.00

.00 .00 +.00 1.%0 2.00

2.00 4.00 4.00 +.00 4.00 4.00 %0 .00

.00 +.00 +.00 1.00 1.00

2.00 +.00 +.00 1.00 1.0032.00 + .40 +.00 10.40 11.00

.00 1+.00 32.00 .00 4.00 4.00 3%+.00

4.00 .+0 +.00 1.+0 2.00

.00 10.00 +.00 1.+3 2.00

104.00 3.20 +.00 1+.20 13.00

1.00 .00 2 .00 +.00 .00 .00 2%2.00

2.00 &.00 +.00 0.%0 0.%0

1.00 &.00 +.00 0.%0 0.%0

&+.00 & .+0 +.00 +.+0 3.00

1.00 .00 2 .00 +.00 .00 .00 1 .00&+.00 2%.20 +.00 .20 %.00

1.00 .00 10.00 3.%0 1.&& 2.00 +0.00

1%.00 10.%0 +.00 1.3% 2.00

1.00 .00 10.00 3.%0 1.&& 1.%0 +0.00

1%.00 12.00 +.00 2.00 2.00

2.00 4.00 12.00 +.00 2.00 2.00 32.00

14.00 1 . 0 +.00 2. 0 2.%0

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1.00 20.00 100.00 %.+0 13.4+ 14.00 2%0.00

12.%0 100.00 +.00 1+.+3 13.001.00 1+.+3 1&&.&& +.00 22.22 2&.00 44.4

2+.+3 1&&.&& %.+0 2&.41 2 .00

10.00 0.00 +.00 1&.&& 1 .00

10.00 12.%0 +.00 .13 %.00

1+.+3 1&&.&& +.00 22.22 2&.00

2+.+3 1&&.&& %.+0 2&.41 2 .00

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&.00 12.00 1+4.00 3.%0 +.00 34 .00 1 112.00

+.00 4 .00 3.%0

2 &%2.00 %44.00 +.00&.00 12.00 2 .00 12.00 +.00 1+2.00 2 1+.00

+.00 12.00 12.00

4+.00 1.00 +.00

1.00 .00 4.00 12.00 +.00 14 .00 1 10 .00

2.00 .00 12.00

14 .00 +.00 +.00

1.00 .00 4.00 12.00 4.00 1+2.00 1 2 +.00

2.00 .00 12.00

2.00 .00 1.00 +.002.00 .00 1.00 3.%0

1.00 2.00 1.00 +.00

2.00 .00 1.00 10.%0

.00 4.00 2.00 +.00

2.00 .00 2.00 +.00

1+2.00 1.00 +.00

1.00 .00 %+.00 3.%0 4.00 34 .00 + 232.00

2.00 24.00 3.%0

1.00 2.00 1.00 3.%0

1.00 2.00

2&.00 +.00 1+.00 +.00

3.00 1 .00 2.00 12.00

2 .00 4.00 10.00 .00

4.00 1+.00 .00 +.00

34 .00 1 +.00 +.00

.00 1+.00 &2.00 12.00 4.00 1+2.00 % 14 .00

4.00 1+.00 12.00

2.00 1+.00 .00 +.00

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2.00 1+.00 .00 3.%0

1.00 4.00 .00 +.00

2.00 1+.00 .00 10.%0

.00 &2.00 4.00 +.00

2.00 1+.00 4.00 +.00

+ 4.00 1.00 +.00

.00 1+.00 &2.00 12.00 4.00 1.00 1 &12.004.00 1+.00 12.00

2.00 1+.00 1+.00 +.00

3.00 %+.00 4.00 12.00

4.00 + .00 1+.00 +.00

3&+.00 14 .00 +.00

1.00 1.00 &24.00 12.00 1.00 14%.00 3 %4%.00

14%.00 &30.00 10.%0

1.00 1.00 2 +.00 3.%0 1.00 4%.00 & 4%.00

4%.00 130.00 10.%0

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161.%34 6.00 . 3

1.%34 7.50 11.4

1.%34 9.00 1 .20

1.%34 10.50 1+.%3

1.%34 12.00 14.

223.2& 2.13

223.2& 2.13 861+MM< 223.2&

T> "> 2.13

223.2& .02

3&. 2+2.4&

223.2& .14

33.+2

+2.4&

223.2& .&+

33.+2

++.%&

1 10&.0 23.%+

1+MM< +41.30

10MM< 21.&T> "> 23.%+

130. 2 &.+3

3&. 2

130. 2 &.+3

41.&1

+.04 3.&

1+MM< & 0.4%

10MM< 1%%.2&

T> "> 3.&

130. 2 2. %

+2.4&

11&.+2 2. %

+2.4&

0 .30 .4

1+MM< 24 .0

10MM< 12%.++

T> "> .4

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3%.3 2.4%

. 3

. 3

%%.

1%1. .24

14.

14.41.&1

&3.43 2.0

. 3

. 3

&&.2+

&3.43 1. &

. 3

. 3

2%.43

13.3% 0.%.3&

.3&

11.0

+. & 0.&

11.0

%.&& 0.20

3.&

2.+2 2.4%

%.&&

%.&&0.++

4%.2% .24

10.++

10.++

+2.4&

&3.43 1. &

.3&

.3&

2%.43

21.&1 0.4214. 4

1&.&2 0.&

3.&

. 0.&

3.&

10.++ 0. 1

.2

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1 0 +. 1 22.1

1+MM< 32.22

12MM< 223.&4

10MM< & 3.&2

T> "> 22.1

++.%& 1. 2

+2.4&4%.01 %.+0

44.30

3 .%

2+.+

4%.01 0.00

44.30

%34.02 3.01

12MM< 101.2& 18.9910MM< 3+.34 128.86

T> "> 3.01

1+MM< 1%1.%2

12MM< %&.&0

10MM< %%.%0

T> "> .00

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1 44.30 %.4+

%% .+%

2 13%.+0% .%+ 1 .41

123. 2

1%1.30

1%1.%2 3.%0

2.+

130.20

% 422. &43. 4 691%1.%2 4.40

2.+

. 311.4

. 3

1+.%3

14.

14.

1%1.30

++2. 0 2.+0

14+.%%

11.4

0.00

1%1.%2

&3.44

1 2.0%

&3.44

32%.20

+0+.04 &%.21

130.%+

&3.44

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3.&%

&3.44

++.2

3%.3+

3%.3+

1%1.30

+0+.04 4. 1130.%+

1%1.%2

1%1.%2

1%1.%2

+40.40

% %+4.13 %.%& 92& +. 4 %1.%2

& %1.14

1 +&4. 4 2&.+3

1 %4%.+410 132.&1 3%.1 76

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$INIS+ING WOR,SPLASTERING WORKS

* R, LENGT+ +EIG+T

#all1

terior/>nterior 'lasterin$

Computation:-ement 4& . 4 say 4&%.009an, +.& say %0.00

TILE WORKS

* R, LENGT+ WIDT+

Gr !"# F$ r

2 @ 2 @ omo$enous !loor tiles#ibrary 10.00 3.00 1+.+3

Moot -ourt .&0 3.00 1%.%09B /989 o!!ice .2% 3.00 3.04

Deans o!!ice +.3% %.00 11.2%12@ 12@ omo$enous !loor tiles

-omport room E!loor) +.3% %.00 22.%0-omport room E!loor) +.3% %.00 22.%0

-omport room E?all) 1 .00 2.20 +.+3-omport room E?all) 10.00 2.20 &&.&&-omport room E?all) .+0 2.20 1%.&&-omport room E?all) %.00 2.20 1+.+3

2 @ 2 @ omo$enous !loor tiles-lass room 10.00 3.00 1+.+3

.00 10.00 +.+3

.&0 3.00 1%.%0

.&0 3.00 1%.%0hall?ays &.00 %0.00 %.00lobbies %.1% 3.00 4.%4porch 2.00 +.00 &.&&

plat!orm 10.00 .20 1+.+3

NO. O$ SI*IL RSTRU!TURES

(len@t&) no. o3 5c1.

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balcony +.20 +.00 10.&&ntry alon$ canopy area +.00 === 10.00

!ire scape areas 2.00 %.00 &.&&stair K lan,in$ 3.00 .%0 11.+3

&.30 .%0 +.132"# F$ r

2 @ 2 @-eramic !loor tiles

area 1 4.00 3.00 1&.&&

cement !in. ?/ h2o proo!in$area 1 &.00 .%0

%r# F$ r

2 @ 2 @-eramic !loor tilesarea 1 4.00 3.00 1&.&&

cement !in. ?/ h2o proo!in$area 1 &.00 .%0

r & #'()

cement !in. ?/ h2o proo!in$ 4.00 3.00

area 1 &.00 .%0

!EILING WOR,S

* R, LENGT+ WIDT+

2"# &$ r hardiflex ceiling boardopen ceilin$ 4.%0 %.00

1.20 2.00

total

* R, LENGT+ WIDT+

2"# &$ r double furring channelopen ceilin$ 4.%0 %.00 21.2%

1.20 2.00 1.20

total

* R, LENGT+ co44Jl. len@t&

2"# &$ r wall angleopen ceilin$ 2. 0 &.00 1 .1&

total

* R, LENGT+ WIDT+

2"# &$ r carrying channelopen ceilin$ 4.%0 %.00 3.04

total





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PAINTING WORKS ceilin$ area 4 .404ar0 '1t coatin@ 2n% coatin@

lat late !aint &.% 2.99asonr) !utt) .

late color 0. %

sand !a!er %.roller rus:!aint rus:stu!a rug

PAINTING WORKS ?all area &30.244ar0 '1t coatin@ 2n% coatin@

lat late !aint 1 .41*emi;gloss

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=ainting terior ?all 1 + 0.1+ 4ar0 '1t coatin@ 2n% coatin@

lat late !aint % .+3*emi;gloss

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* R, LENGT+ WIDT+ total rea (4K)

#all an@le 8rea 1 .00 1.00 &+.00 8rea 2 1.3% %.00 13.%0 8rea & .%0 2.00 &4.00 8rea .%0 1.00 1 .00

8rea % .00 0.+0 10.40total

LU*. !L DDING


#all an@le 8rea 1 %.30 1.%0 & .20

%.30 0.%0 11. 0

8rea 2 13.30 1.%0 %&.10total

$INIS+ING WOR,S(Secon% 3loor)PLASTERING WORKS

* R, LENGT+ +EIG+T

#all1

terior/>nterior 'lasterin$

Computation:-ement say %00.009an, say &%.00

TILE WORKS

* R, LENGT+ WIDT+

Gr !"# F$ r

concrete pa;ers23.%0 2. 0

2 @ 2 @:ranite tiles$en. merch. 10.00 .00 1+.+3

asessment area %.00 %.20 4.&&sou;inir area 3.00 .20 11.+3

photocopy/printin$ 12.00 4.00 20.00&00 &00mm tile

1.+0 1.%0 %.&&Toilet %. 0 1.+0

00 00mm tile 1.+0 1.%0 %.&&9tairs

'eeble ?ashe, out 11.00 2.00

NO. O$ SI*IL RSTRU!TURES


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*'++. F$ r

concrete pa;ers23.%0 2. 0

2 @ 2 @:ranite tilesopen room stora$e .00 &.00

1 2 & 1+.00 +.00

-orri,orplain cement !in. 2 .00 2.2%9tairs

'eeble ?ashe, out 11.00 2.00

2"# &$ r

plain cement !in.corri,or 1 23.%0 2.2%corri,or 2 23.%0 2. 0

2 @ 2 @:ranite tiles,i$./au,io ;isual 4.00 ===

photo stu,io .00 4.00?ellness room .00 4.00o!!ice .00 4.00

&00 &00mm tiletoilet 1.%0 1. % %.00Toilet %. 0 1.+0

!EILING WOR,S

* R, LENGT+ WIDT+

t& 3loor


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.1 m &mts lon$all ?ay 1 &3. 0 2.00all ?ay 2 20.30 2.00all ?ay & &2.00 2.00all ?ay 1&.00 2.00all ?ay % 10.00 .00

1/ @thk. ar,i!lehall ?ay 2.00 ===

total

* R, LENGT+ WIDT+ total len@t& (l.4)

,ouble !urrin$ channelhall?ay 240.00 2.00 2 400.00

total

* R, LENGT+ co44Jl. len@t&(4) total len@t& (l.4)

#all an@lehall?ay %+0.00 &.00 14+.+3

total %+0.00total area(4K) len@t& 1 .4 co44Jl. len@t&

carryin$ channel 2 .00 1.%0 %.00,ouble !urrin$ clip %.00 1%.00

total area(4K) no. o3 5c1. 1 .4blin, ri;ets 2 .00 20.00

total len@&t(l.4K) 0@1. l.4

1@ conc. ail %+0.00 0.0&

=ainting ceilin$ area 2 .004ar0 '1t coatin@ 2n% coatin@

lat late !aint 0.40*emi;gloss

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=ainting ,oor area = FL 4ar0 '1t coatin@ 2n% coatin@>? !aint = FL

as)tite "it: :ardener = FL =aint t:inner 0.3%tinting color = FL

sand !a!er = FL roller rus:!aint rus:stu!a rug

=ainting Metal 1& .204ar0 '1t coatin@ 2n% coatin@>? !aint .+ 2.78

as)tite "it: :ardener 1.&=aint t:inner 0. +tinting colorsand !a!erroller rus:!aint rus:stu!a rug

=ainting >nterior ?all 4ar0 '1t coatin@ 2n% coatin@

lat late !aint*emi;gloss

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DOORS

* R, LENGT+ WIDT+ total no. o3 ;nit

P&enolic oar%!emale 0.+0 1.+0 .00male 0.+0 1.+0 2.00

total

DE!OR TI?E STONE


#all an@le 8rea 1 .00 1.00 &+.00 8rea 2 1.3% %.00 13.%0 8rea & .%0 2.00 &4.00 8rea .%0 1.00 1 .00

8rea % .00 0.+0 10.40total

LU*. !L DDING


#all an@le 8rea 1 1.%0 1+.00 4.00 8rea 2 1.%0 1 .00 2.00 8rea & 3.00 .00 24.00

total

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>uantit) o% cem

i tureclass

@

(C?*and

$ !E RE (4K)

Total '"899.9'

ba$sm

1aA 1aA total no. o3 5c1. total area (4K)

13.00 11.+3 12.00 20 .00 30.001+.00 11.+3 12.00 1 2.00 +%.10

4.00 11.+3 12.00 +.00 2 .3%12.00 4.&& .00 104.00 +00.00 &&.3%

2&.00 1+.+3 13.00 & 1.00 & 1.00 &&.3%2&.00 1+.+3 13.00 & 1.00 & 1.00 &&.3%

342.003.00 3.&& 4.00 &3+.00 &0.40

& .00 3.&& 4.00 232.00 22.001+.00 3.&& 4.00 124.00 10.12

13.00 3.&& 4.00 1&+.00 12.00 11.00

13.00 11.+3 12.00 20 .00 30.003.00 1+.+3 13.00 11 .00 0.00

1+.00 11.+3 12.00 1 2.00 +%.101+.00 11.+3 12.00 1 2.00 +%.10

%.00 4&.&& 4 .00 20.00 1%0.00.00 11.+3 12.00 104.00 &+.0%.00 10.00 10.00 0.00 12.00

13.00 3.00 3.00 11 .00 2.00

(#i%t&) no. o35c1.

total no. o35c1.

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11.00 10.00 10.00 110.00 &3.2010.00 10.00 10.00 100.00 &+.00

.00 4.&& .00 &+.00 10.0012.00 3.%0 4.00 +.00 &1.%0

3.00 3.%0 4.00 %+.00 1 3 2.00 1+.+%

1 .00 11.+3 12.00 1+4.00 %+.001+4.00

1&.%0

1 .00 11.+3 12.00 1+4.00 %+.001+4.00

= FL 1&.%0

%+.00

1&.%0 + .%0

1aA 1aA total area (4K)

42.502.40

22.53

1aA 1aA 3;rrin@ cli5

22.00 21.2% 22.00 .00 21.2% 12.502.00 1.20 2.00 .00 &.00 5.00

8.-- 5c1


1%.006


4.00 42.5024.&3

(#i%t&) no. o35c1.

total no. o35c1.

(#i%t&) no. o35c1.

total no. o35c1.

(#i%t&) no. o35c1.

total no. o35c1.

(#i%t&) no. o3

5c1.

total no. o3

5c1.

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r% coatin@ @al 1aA ;nit2.%3 .1% .00 0. 0 1.00 tin

.00 .00 $al1.00 lits

20.00 pcs2.00 pcs%.00 pcs%.00 k$

r% coatin@ @al 1aA ;nit.00 &.30 .00 tin

12.& & .%0 .00 .43 10.00 tin

.00 lits40.00 pcs

%.00 pcs12.00 pcs10.00 k$

r% coatin@ @al tin 1aA ;nit1. 2.00 $al

1.00 $al1.00 $al0.%0 lits

20.00 pcspcs

.00 pcs2.00 k$

r% coatin@ @al tin 1aA ;nit13. .00 . 4 %.00 tin

$al%.00 $al2.00 lits

pcs.00 pcs

10.00 pcs%.00 k$

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r% coatin@ @al 1aA ;nit.00 1&.+3 1 .00 tin

&2.40 124. 4 .00 &2.12 &%.00 tin.00 lits

2.00 sacks200.00 pcs

4.00 pcs1%.00 pcs10.00 k$

r% coatin@ @al 1aA ;nit.00 0. 3 1.00 $al

1.1 . + .00 1.11 2.00 $al10.00 lits10.00 pcs

1.00 pcs2.00 pcs&.00 k$

1aA

20.1+1.&

.0&10.04

1.&1.&%.10

. '

1aA

4.0+.0&

'2.'-

total rea(4K)

total rea(4K)

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1aA ;nit

&+.00 mI14.0014.001 .00 13. 0

11.00 411.40'-2.-- 22 . 0

2%.%0 2+.00 +.40 1 %&.+03.00

1aA ;nit

14.00 mI&.00 mI

% .003%.00

$ !E RE (4K)

2.00

Total

ba$sm

1aA 1aA total no. o3 5c1. total area (4K)

++.00

13.00 +.+3 3.00 11 .00 0.00.00 4.+3 .00 41.00 2+.00

12.00 3.00 3.00 4 .00 2 . 020.00 1&.&& 1 .00 240.00 +.00

+.00 %.00 %.00 &0.00 2. 0.

+.00 %.00 %.00 &0.00 2. 0

22.00

(#i%t&) no. o35c1.

total no. o35c1.

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++.00

12.00+.00

+%.2%

22.00

+1.44++.00

+ .00

&2.00&2.00&2.00

%.00 .4& %.00 2%.00 2.14.

>uantit) o% cem

i tureclass

@(C?*and

1aA 1aA total area (4K)(#i%t&) no. o35c1.total no. o3

5c1.

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74.8041.4064.0026.0040.00

246.20

+.00 24.0042.33

total no. o3 5c1. 1aA ;nit area (4K)

%.00 %+0.00 %+0.00 pcs %+0.00 & %00.009>-.-- 5c1

1aA ;nit

143.00 pcs143.00 pcs

3.20 .00 pcs3%.00

40.00 2 0.00 pcs

1 .00 0.%0 k$s

r% coatin@ @al 1aA ;nit.00 0.20 2.00 $al

0. 0 1.40 .00 0. % .00 $al

.00 $al2.00 lits

&0.00 pcs2.00 pcs%.00 pcs%.00 k$

co44Jl.len@t&(4)

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r% coatin@ @al tin 1aA ;nit= FL .00 = FL &.00 tin

.00 $al

.00 $al1.00 lits

%0.00 pcspcs

4.00 pcs10.00 k$

r% coatin@ @al tin 1aA ;nit3. 2 .00 1.4+ 4.00 $al

&.00 $al%.00 $al

litspcspcs

%.00 pcs%.00 k$

r% coatin@ @al 1aA ;nit

.00 10.00 tin .00 22.00 tin

+.00 lits&&0.00 pcs

1%.00 pcs20.00 pcs20.00 k$

1aA

20.1+1.&

.0&10.04

1.&1.&%.10

. '

total rea(4K)

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1aA

4.0+.0&

'2.'-

1aA ;nit

&+.00 mI14.0014.001 .00 13. 0

11.00 411.40'-2.-- 22 . 0

2%.%0 2+.00 +.40 1 %&.+03.00

1aA ;nit

4.00 mI2.00

24.00114.00

total rea(4K)

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ent and sand %or !laster !er s uare meter area

Cement in ags #:ickness o% =laster8 mm 12mm 16mm 20mm 25mm

0.1 0.21+ 0.244 0.&+ 0. %

0.0 + 0.1 0.1 2 0.2 0.&0.032 0.104 0.1 0.14 0.22%

0.0+ 0.0 0.12 0.1% 0.1440.004 0.012 0.01+ 0.02 0.02%

%4.2& % .00 &.+3 .00 32.00

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142.00

= FL

no. o3 5c1. 1aA

14.76 1%.000.83 1.00

'>.-- 5c1

no. o3 5c1. 1aA

265.63 230.0015.00 20.00

2=-.-- 5c1

no. o3 5c1. 1aA

1%.00

'9.--

no. o3 5c1. 1aA

4.00

8.--

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% 31+.40 11 .&

1 @cr)lic semi;gloss late t !aint Anis:, o)sen ":ite

% 31+.40 11 .&

1 @cr)lic semi;gloss late t !aint Anis:, o)sen ":ite2 lat late !aint o)sen ":ite& lat "all enamel !aint4 >.?. . =aint (o)sen% asonr) !utt)6 as)tite "/ 'ardiner7 =erlite B!atc:ing com!ound8 *tik"el9 *and !a!er

10 =aint o"er11 =aint (rus:12 =aint #:inner13 Consuma le like tinting colors

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1%.00&3.00

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71/92

1 1. 0 sC.msC.msC.msC.m

11.4sC.m

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104.00

+%.2% sC.msC.m

123.44 sC.m

1+0.00 sC.msC.msC.m

11.+2 sC.m

ent and sand %or !laster !er s uare meter area

Cement in ags #:ickness o% =laster8 mm 12mm 16mm 20mm 25mm

0.1 0.21+ 0.244 0.&+ 0. %0.0 + 0.1 0.1 2 0.2 0.&0.032 0.104 0.1 0.14 0.22%

0.0+ 0.0 0.12 0.1% 0.1440.004 0.012 0.01+ 0.02 0.02%

no. o3 5c1. 1aA

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131.23 1&2.0072.63 3&.00

112.28 11&.0045.61 +.0070.18 31.00

&%.00

8.33 .00'.%% =.-- 5c1

03.00

% 31+.40 11 .&

1 @cr)lic semi;gloss late t !aint Anis:, o)sen ":ite2 lat late !aint o)sen ":ite

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& lat "all enamel !aint4 >.?. . =aint (o)sen% asonr) !utt)6 as)tite "/ 'ardiner7 =erlite B!atc:ing com!ound8 *tik"el

9 *and !a!er10 =aint o"er11 =aint (rus:12 =aint #:inner13 Consuma le like tinting colors

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gals 10.00 %.00 %0.00gals 6.00 %.00 &0.00gals 2.00 %.00 10.00gals 1.00 %.00 %.00gals 1.00 %.00 %.00ltrs 2.00 %.00 10.00ltrs 10.00 %.00 %0.00lits 1.00 %.00 %.00!cs 150.00 %.00 3%0.00!cs 2.00 %.00 10.00!cs 5.00 %.00 2%.00gals 2.00 %.00 10.00lits 2.00 %.00 10.00

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gals 10.00 %.00 %0.00gals 6.00 %.00 &0.00

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gals 2.00 %.00 10.00gals 1.00 %.00 %.00gals 1.00 %.00 %.00ltrs 2.00 %.00 10.00ltrs 10.00 %.00 %0.00lits 1.00 %.00 %.00

!cs 150.00 %.00 3%0.00!cs 2.00 %.00 10.00!cs 5.00 %.00 2%.00gals 2.00 %.00 10.00lits 2.00 %.00 10.00

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!ON!RETE WOR,S


LENGT+ (4.) WIDT+ (4.) +EIG+T (4.)

F 1 1.%0 1.%0 0.&0 +.00 .0%

FTB %.00 0.2% 0.&0 &.00 1.1&.00 0.2% 0.&0 .00 1.20

:B %.00 0.20 0.2% &.00 0.3%.00 0.20 0.2% .00 0.40

- 1 0.&0 0.&0 4.&0 2.00 1.- 2 0.&0 0.&0 4. % 2.00 1.%2- 1 0.&0 0.&0 4.+1 2.00 1.%%

B 1 %.00 0.2% 0.&% 2.00 0.44.00 0.2% 0.&% .00 1. 0

B 2 %.00 0.&0 0. 0 1.00 0.+0B & %.00 0.2% 0.&0 1.00 0.&4B 2.12 0.20 0.2% 1.00 0.11

#B 1 2.00 0.20 0.&0 1.00 0.12

-B 1 1.20 0.20 0.&0 2.00 0.1

B 1 %.00 0.20 0.2% 2.00 0.%0.00 0.20 0.2% .00 0.40

B 2 %.00 0.2% 0.&0 1.00 0.&4B & %.00 0.1% 0.2% 1.00 0.1B 2.12 0.1% 0.20 1.00 0.0+

#B 2 2.00 0.1% 0.2% 1.00 0.04

-B 2 1.20 0.1% 0.2% 2.00 0.0

9#8B F>## 4.00 %.00 0.10 1.00 .001.20 2.00 0.10 1.00 0.2

9H9' D D 9#8B %.00 .00 0.10 1.00 2.00%.00 1.44 0.10 1.00 0.2.12 2.00 0.10 1.00 0. 21.20 2.00 0.10 1.00 0.2

9T8> 9 &.20 2.1& 0.1& 1.00 0.4%1.20 .00 0.10 1.00 1.04

Total 23. 4

NO. O$SI*IL R

STRU!TURE

TOT L ?OLU*E(4F)

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.0% &+. % 2.0& .0%.-- 2.--

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87/92

&%1.00

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88/92

ate/da) ate/:our=roD. ngineer 600.00 75.00Construction oreman 450.00 56.25

ason 375.00 46.88Car!enter 375.00 46.88'. . E!erator 400.00 50.00

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ate/da) ate/:ouroad rader 7,500.00

=a)loader 7,000.00oad oller 6,500.00ater #ruck 4,500.00

#ransit i er 1,500.00

Ene (agger i er 400.00Concrete Cutter 400.00Concrete +i rator 250.00

elding ac:ine 450.00lectric grinder 150.00

(ar cutter 200.00

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De+7,-pt-o Amo0 t 0 -t'ortlan, -ement 22%.00 / ags9creene, :ra;el %0.00 /cu.m"ashe, 9an, 00.00 /cu.m

8sphalt 9ealant 110.00 /lit 8ssorte, ails 3%.00 /kg1+mm< De!. bars 0.00 /kgForm #umber 2@ %@ 12A -oco lumber 2 .00 / d.%t

8$$re$ate 9ub Basecoarse 00.00 /cu.m=1+ :.>. tie ?ire +0.00 /kg1/2@ A 4A Form 'ly?oo, %+0.00 /!c

8sst. Form lumber 2 .00 / d.%t+@ - B 10.%0 /!cTile 8,hessi;e 1 0.00 / ags

1+@ 1+@ -eramic tile 4%.00 /!c1+@ 1+@ ut,oor tile +%.00 /!cTile :rout 2%.00 /kgFlat #ate paint 1 410.00 /tin9emi $loss #ate paint 2 &30.00 /tin#ate color 120.00 /lit'atchin$ compoun, 1%.00 /kg9tick?el 1 %.00 /lit

oller brush 100.00 /!c'aint brush %.00 /!c9an,paper 2%.00 /!c9tupa a$ 20.00 /kgTile oo! oo!in$ sheet E.%mm thk.) 20.00 /sC.m

i,$e roll %0.00 /pc

:utter %0.00 /pc

Tekscre? 1.3% /pc

9ilicon 9ealant 1%0.00 /tube

Blin, i;ets %00.00 /bo

Touch up paint 1%0.00 /lit

1.%mm 2@ +@ - purlins +%0.00 /pc

1.2mm 2@ @ - purlins & 3.00 /pc

1.0mm 2@ &@ - purlins 00.00 /pc

10mm< 'lain oun, bar 1&4.00 /pc

1/ @ 10@ 10@ Base plate 2%0.00 /pc

"el,in$ ro, 1 200.00 /bo

12mm< 10@ 8nchor bolts ?/ 120.00 /pc

4@ 4@ :laze, tile &2.00 /pc

4@ 4@ Hn$laze, tile &2.00 /pc

Tile trim 34.00 /pc

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Tile :rout 2%.00 /k$

@< Diamon, cutter %0.00 /pc

&@< '7- pipe +0.00 /pc

&@< '7- lbo? 1/ ben, %&.00 /pc

2@< 9tainless 9teel pipe & 2%0.00 /pc

&/1+@ 1@ Flat bar 2&%.00 /pc

&/ @ &/ @ 9Cuare bar 2 %.00 /pc"el,in$ ro,/8ccessories 2 %00.00 /lot

@< :rin,in$ ,isk +%.00 /pc

"ater closets ?/ 8ccessories 2 400.00

"all han$ la;atory ?/ 8ccessories 1 400.00

9oap hol,er 2%0.00

Tissue hol,er 2%0.00

To?el hol,er %0.00

@ @ Floor ,rain &%0.00

r,inary !aucet +%.00

-lean ?ater line pipes an, accessories 2 000.009e?er pipe line an, accessories & %00.00

2 0" F# lamp ?/ housin$ 1 %00.00

2%" -F# +0.00

@ @ 'inli$ht 2%0.00

eceptacle @< %0.00

9in$le pole s?itch 120.00

T?o pole s?itch 1+%.00

& "ay s?itch 210.00

Main 8-B + holes 1 4%0.00

@ @ Gunction bo &%.00

2@ @ Htility bo &%.00

1/2@< '7- pipe &.00 mts. +1.00

&.%mmI T ?ire & 203.%0

1 mmI T ?ire 4%.4

1A< '7- pipe &.00 mts. 102.00

1@< #on$ s?eep elbo? &4.00

1/2@< '7- #on$ s?eep elbo? 2%.00

1@< 9- pipe &.00 mts. 20.00

1@< ntrance cap +%.00

& 'ole secon,ary rack 24%.00

1@< #on$ s?eep elbo? E 9-) 4%.00

lectrical tape %.00

ar,i!le ceilin$ boar, 20.00

0. 0mm 1 mm %0mm %m

Double !urrin$ channel 11%.00

0.40mm 12mm &4mm %m

-arryin$ -hannel 1 0.00

0. 0mm 2%mm 2%mm &m

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"all an$le 4%.00

" -lip 4.00

1 1/2@ -oncrete nail 0.00

Mesh tape 1%0.00

Blin, ri;ets %00.00

235360185-estimate (1).xls

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