Clubhouse Proposal

8/18/2019 Clubhouse Proposal

1/30

PROJECT :

LOCATION:

CONTRACTOR:

SUBJECT: Cost Proposal for Feederline at Clubhouse (Exterior Electrical System only)DATE:

DESCRIPTION QTY UNIT COSTMATERIALS LABOR TOTAL

I. CIVIL WORKS

1.0 Excavatio Wo!"#

from service entrance to ATS (Manual) 13.51 cum -

from Generator to ATS (Manual) 22.02 cum -

$.0 Sa% B&%%i'

from service entrance to ATS 2.25 cum -

from Generator to ATS 3.40 cum -

(.0 )a*!icatio + I#ta,,atio o- Pi& Ec,o#/!&

3.1 e!arsfrom service entrance to ATS "".$5 %& -

from Generator to ATS '0.5$ %& -

3.2 oncrete

from service entrance to ATS 3.0 cum -

from Generator to ATS 11."2 cum -

3.3 orm*or%s 125.00 s+m -

.0 Bac",,i'

from service entrance to ATS (Manual) $.01 cum -

from Generator to ATS (Manual) 13.00 cum -

2.0 Excavatio + )a*!icatio o- E,&ct!ica, 3a .00 ,cs -

SUB 4 TOTAL O) CIVIL WORKS

II. ELECTRICAL WORKS

1.0 Mai )&&%&!,i&

1.1 on/uit

55.'0 ,cs -

24.00 ,cs -

on& l!o* $0 /e& - 110mm 4.00 ,cs -

a/a,tor * loc%nut - 110mm 4.00 ,cs -

M on/uit - 100mm 1.00 ,cs -

M oc%nut an/ *asin& - 100mm 2.00 ,cs -

1.2 6ires an/ a!les

"0.00 lm -

1".50 lm -

6irin& Accessories 1.00 lot -

SUB4TOTAL O) MAIN )EEDERLINE

$.0 S/*4-&&%&! Li&

for um, 7ouse

(Su,,l8 an/ installation of on/uits 9 Accessories)

ITEMNO.

UNIT

(Su,,l8 9 installation of on/uits an/Accessories rom Service ntrance to ATS(Generator 7ouse): rom ATS to Generator:rom ATS to ;: on/uits)

110mm < 3m

25mm < 3m

(installation of 6ires an/ a!les: Termination 9=ter 6irin& Accessories)

250mm2 T776T77>

30mm2 T776T77>


2/30

DESCRIPTION QTYUNIT COST

MATERIALS LABOR TOTAL

ITEMNO.

UNIT

2.2 6ires an/ a!les

3'0.00 lm -

$5.00 lm -


SUB4TOTAL O) SUB )EEDERLINE

(.0 -o! P,a5'!o/%


3.1 on/uit

42.00 ,cs -


3.2 6ires an/ a!les

500.00 lm -125.00 lm -


SUB4TOTAL O) PLAY6ROUND

.0 -o! LPSP


4.1 on/uit

40.00 ,cs -


4.2 6ires an/ a!les

320.00 lm -

'0.00 lm -


SUB4TOTAL O) LPSP

2.0 -o! LPC


5.1 on/uit

1.00 ,cs -


-

5.2 6ires an/ a!les

2'.00 lm -

'.00 lm -


SUB4TOTAL O) LPC

7.0 -o! LPP


".1 on/uit

1.00 ,cs -


(installation of 6ires an/ a!les: Termination 9=ter 6irin& Accessories)

125mm2 T776T77>

22mm2 T776T77>

on/uit - 40mm 'mm2 T776T77>

on/uit - 40mm

'mm2 T776T77>

on/uit - 50mm

'mm2 T776T77>

on/uit - 40mm


3/30



ITEMNO.

UNIT

SUB4TOTAL O) LPP

8.0 D!5 T5& T!a#-o!9&! to Pa&, DPC


.1 on/uit1.00 ,cs -

a/a,tor * loc%nut - "5mm 2.00 ,cs -

.2 6ires an/ a!les

20.00 lm -

5.00 lm -


SUB4TOTAL )OR DRY TYPE TRANS)ORMER TO PANEL DPC

:.0 D!5 T5& T!a#-o!9&! to Pa&, PPC(Su,,l8 an/ installation of on/uits 9 Accessories)

'.1 on/uit

1.00 ,cs -


'.2 6ires an/ a!les

12.00 lm -

4.00 lm -


SUB4TOTAL )OR DRY TYPE TRANS)ORMER TO PANEL PPC

;.0 WIRE 6UTTER

6ire Gutter-200mm(;) < 400mm(6) < 5000() 1.00 ,cs -

SUB4TOTAL O) WIRE 6UTTER

10.0 PULL BO<

ull !o< - 300mm(;) < "00mm(6) < "00mm() 1.00 ,cs -

SUB4TOTAL O) PULLBO<

11.0 S&!vic& Et!ac& to ATS

(Su,,l8 an/ installation of on/uits 9 Accessories)11.1 on/uit

1$.00 ,cs -

11.2 6ires an/ a!les

5".30 lm -

SUB4TOTAL )OR SERVICE ENTRANCE TO ATS

1$.0 Pa&,*oa!%#= ECB6= M&t&! C&t&!

12.1 1.00 ass8. -

12.2 50?A /r8 t8,e transformer (su,,l8 an/ i 1.00 @>T -

12.3 anel 1.00 ass8. -

on/uit - "5mm

14mm2 T776T77>

on/uit - 25mm


4/30



ITEMNO.

UNIT

1(.0 6!o/%i' S5#t&9

13.1 4.00 ,cs -

13.2 Groun/ it 2.00 ass8. -

SUB4TOTAL )OR 6ROUNDIN6 SYSTEM

1.0 So,%&!,# Co&cto!

14.1 ".00 ,cs -

SUB4TOTAL )OR SOLDERLESS CONNECTOR

12.0 SUBMETER 4.00 ,cs -

SUB4TOTAL )OR SUBMETER

TESTIN6 AND COMMISSIONIN6 1.00 =T -

MISCELLANEOUS AND CONSUMABLES 1.00 =T -

TOTAL O) ELECTRICAL WORKS

6RAND TOTAL

200mm


5/30

DESCRIPTION QTY

I. SITE WORKS

1.0 learin& 9 Gru!!in& 525.00 s+.m

2.0


6/30

a. Gra/e "0 2:544.4' %&s 41.00

!. Gra/e 40 %&s

2.3 olumn

a. Gra/e "0 ### %&s 41.00

!. Gra/e 40 14:"$5.'3 %&s 41.00

2.4 eams 9 Gir/ers

a. Gra/e "0 ':014.5 %&s 41.00!. Gra/e 40 ":254.04 %&s 41.00

2.5 Sla!

a. Gra/e "0 %&s

!. Gra/e 40 5:$'0.0$ %&s 41.00

2." 6all

a. Gra/e "0 %&s

!. Gra/e 40 1:205.52 %&s 41.00

2. Stairs

a. Gra/e "0 1:$$0.'0 %&s 41.00

!. Gra/e 40 1:0$".42 %&s 41.002.' Si/e*al% ur!s

a. Gra/e "0 %&s

!. Gra/e 40 - %&s 41.00

2.$ e/&e

a. Gra/e "0 %&s

!. Gra/e 40 1:'"$.12 %&s 41.00

2.10 ara,et

a. Gra/e "0 %&s

!. Gra/e 40 1:2$.22 %&s 41.00

2.11 =ters ( ls S,ecif8)

intel eam for ;oors

!. Gra/e 40 '0.55 %&s 41.00

S/*4Tota, o- R&*a!#

(.0 )o!9?o!"#

3.1 oun/ation "1.$' s+.m 300.00

3.2 Sla! on ill 23.$3 s+.m 300.00

3.3 olumn 5'4."4 s+.m 420.00

3.4 eams 9 Gir/ers 3".$ s+.m 420.00

3.5 Sla! 4'5.00 s+.m 450.00

3." 6all $0. s+.m 3'0.00

3. Stairs 250.2' s+.m 450.00

3.' Si/e*al% ur!s s+.m

3.$ e/&e 125.$ s+.m 450.00

3.10 ara,et 1."" s+.m 420.00


3.10 ence TG 32.00 s+.m 300.00


7/30

3.11 ence e/estal 3$.00 s+.m 300.00

3.12 intel eams for ;oors 3.03 s+.m 420.00

S/*4Tota, o- )o!9?o!"#

.0 Mi#c&,,a&o/# St!/ct/!a, Wo!"

4.1 a,or arrier (' Mil ol8tel 2.'3 s+.m "5.004.2 Soil oisonin& 2.'3 s+.m 400.00

4.3 Structural Steel 6or%s 2:000.00 %&s 135.004.4 =ters ( ls S,ecif8)

4Tota, o- Mi#c&,,a&o/# St!/ct/!a, Wo

TOTAL O) STRUCTURAL WORKS

III. ARC3ITECTURAL WORKS

1.0 Ma#o!5 Wo!"# to Ext&!io! Wa, 1.1 150mm t%. 7 '53.' s+.m 1:150.00

1.2 100mm t%. 7 $'.55 s+.m 1:050.001.3 =ters ( ls S,ecif8)

S/*4Tota, o- Ma#o!5 Wo!"#

$.0 )LOOR )INIS3ES

2.1 ar&e e!!le 6asout Gra8 125.00 s+.m 1:100.00

2.2 Me/ium e!!le 6asout Gr 35.00 s+.m 1:100.00

2.3 lain oncrete Smoot inis 120.00 s+.m 1'0.002.4 ement San/ Scree/ to e/ 40.00 s+.m 1'0.00


S/*4 Tota, o- ),oo! i#@

(.0 WALL )INIS3ES

3.1 lastere/ ement inis

a.


8/30

S/*4 Tota, o- Wa,, )ii#@

.0 CEILIN6 )INIS3ES

4.1 lain ement inis (To ar, 45$.50 s+.m 1'0.004.2 Aluminum om,osit anel ( "5.00 s+.m 4:200.00

4.3 "mm t%. icem oar/ on M 30.00 s+.m '50.00


S/*4 Tota, o- C&i,i' )ii#@

2.0 T3ERMAL + MOISTURE PROTE

5.1 nte&ral 6ater,rooFn& (To 104.2 s+.m "00.00

5.2 Ga 24 re - ainte/ on& S, 2$0.00 s+.m $00.00

5.3 nsulation 2$0.00 s+.m 2"0.00

5.4 re-,ainte/ G.. #1" oof G 30.30 lm. 300.005.5 =ters ( ls S,ecif8)

* 4Tota, o- T@&!9a, Moi#t/!& P!ot&cti

7.0 Doo!# Ic,/%i' )i#@ 3a!%?a!

".1 Woo% Doo!#

4mm T%. aminate/ Soli/ anel ;oor usin& 7ar/*o

"mm T%. =r/inar8 lear Glass Si/e-li&ts 9 Transom

o*/er oate/ Aluminum rames (To o8er)

a. ;-1 - (0.$0m 12.00 sets 25:000.00

Glass Si/e i&t (0.4"m < 2.55m)

Transom (1.00m < 0.405m)".2 =ters ( ls S,ecif8)

4Tota, o- Doo!# Ic,/%i' )i#@ 3a!%?

8.0 A,/9i/9 Wo!"#

.1 A,/9i/9 Doo!#

"mm T%.Tem,ere/ lear Gl

Aluminum Sli/in& anelra

i


9/30

!. 6-3 (4.424m < 2.20 ".00 sets 44:'50.00

c. 6-4 (1.45m < 2.20 ".00 sets 14:$50.00

/. 6-' (2."22m < 1.40 4.00 sets 1:250.00

e. 6-$ (2.52m < 2.25 2.00 sets 1:250.00

f. 6-10 (2.52m < 1.$ 2.00 sets 23:000.00

&. 6-11 (2."m < 2.05 2.00 sets 10:350.00

. 6-12 (2.15m < 1.45 ".00 sets ":325.00i. 6-13a (2.'0m < 1.4 2.00 sets 3":'00.00

. 6-13! (2."5m < 1.4 1.00 sets 2:"00.00

"mm T%. =r/inar8 lear Gl

Aluminum rames

a. 6-5 (2.15m < 2.25m ".00 sets 24:150.00

!. 6-"a (2.'0m < 1.$5 4.00 sets 24:150.00

c. 6-"! (2.5m < 1.$5 2.00 sets 24:150.00

/. 6-"c (2."5m < 1.$5 2.00 sets 24:150.00

e. 6- (2.15m < 1.40m 3.00 sets 13:'00.00


Aluminum rames

a. 6-14 (1.00m < 0.$0 5.00 sets 4:025.00

!. 6-15 (1.55m < 0.$0 5.00 sets ":$00.00

"mm T%. roste/ Glass i<

Aluminum rames

a. 6-20 (0.50m < 0.0 4.00 sets 1:25.00

"mm T%. =r/inar8 lear G

Aluminum rames

a. 6-1" (0.50m < 1.0 2.00 sets 2:'5.00!. 6-1$ (0.50m < 1.40 4.00 sets 2:"0.00

c. 6-21 (0.50m < 1.20 2.00 sets 2:'5.00


o*/er oate/ Aluminum r

a. 6-1 (0.50m < 2.25 2.00 sets 5:15.00

!. 6-1' (0.50m < 2.25 2.00 sets 5:15.00

.3 =ters ( ls S,ecif8 )

S/* 4Tota, o- A,/9i/9 Wo!"#

:.0 M&ta, Wo!"#

'.1 a//er un&

a. 5.00 ,cs. ':000.00!. ull/o*n GalvaniCe/ 11.30 lm. 2:"00.00

'.2

a. 6A@ Screen 1 (1.2 3 sets 30:4"4.00

!. 6A@ Screen 2 (1." 3 sets ':232.00

c. 6A@ Screen 3 (1.4 3 sets 3:43.44

H20 GalvaniCe/ ron

Tu!ular Steel 6el/e/ to Tu!ular ertical Su,,ort


10/30

/. 6A@ Screen 4 (2.0 5 sets 4:'43.13

e. 6A@ Screen 5A (1. 2 sets 3:1".25

6A@ Screen 5 (1. 3 sets 2:$1.25

6A@ Screen 5 (1. 3 sets 3:3"'.5

'.3 50mm < 5mm < 1.2mm T

a. (3.4m < '.55'm) 2 sets 103:$3".$1

'.4a. Metal Screen 1 (3.' 3 sets 24:412.50

!. Metal Screen 2 (2.3 2 sets 1":3$1.25

c. Metal Screen 3 (2.3 2 sets 11:103.5

/. Metal Screen 4 (2.5 2 sets 1:43.50

'.5 50 < 100mm Steel Tu!ular

a. eature 6all 1: (0.5 5.00 sets 4:112.50

!. eature 6all 2: (0.5 2.00 sets 4:550.00

'." Trellis

a. sets

a.1 Trellis 1 (4.00m 1.00 sets 3':00.00

a.2 Trellis 2 (1.$23 2.00 sets 1':"05.03

a.3 Trellis 3 (4.35 1.00 sets 51:130.13

a.4 Trellis 4 (".50m 1.00 sets 51:1'.50

a.5 Trellis 5 (3.25m 1.00 sets 25:5$3.5

'. ano,8

a. 50 < 100mm Tu!ular 50.00 %&s. 135.00

'.' 50 < 10mm T%. lat ar on 4.00 sets ':000.00

(0.'0m < 1.04m7): (ar,or

'.$ 25 < 50mm < 1.2mm t% 9 1:'0.'0 %&s 135.0050 < 5mm T%. Tu!ular Ste

'.10 =ters ( ls S,ecif8 )

'.1 ol8car!onate ooFn& 5.00 sets 30:000.00

S/* 4Tota, o- M&ta, Wo!"#

;.0 Mi#c&,,a&o/ A!c@it&ct/!a, Wo

$.1 6as Area Sin%

a. 300 < 300mm 7omo 5.00 sets 1:"'.50

!. @n/ercounter a!in 5.00 sets ":000.00

a!inet ;oor (1.125m < 0."0m6 < 0.$0m7)

$.2 =ters ( ls S,ecif8 )

ota, o- Mi#c&,,a&o/# A!c@it&ct/!a,

Paiti' Wo!"#

Tu!ular Steel 6el/e/ to Tu!ular ertical Su,,ort

50 < 50 < 1.2mm T%. Tu!ular Steel

Trellis * 50 < 5 <1.2mm T% Tu!ularSteel rame


11/30

10.1 ement Surface

a.


12/30

100D5 20.00 ,cs 150."5

100D100 30.00 ,cs 150."5

TEE

2D2 100.00 ,cs "".0

4D2 40.00 ,cs 13".'5

4D4 20.00 ,cs 1"2.15

BEND

1'D50 '5.00 ,cs 24.$"

14D50 100.00 ,cs 31.2'

1'D5 20.00 ,cs 1.''

14D5 25.00 ,cs 5".35

1'D100 0.00 ,cs 1.''

14D100 $0.00 ,cs $3.'4

E


13/30

2. Gutter ;rain

a. 5 mm 30.00 ,cs $.50

2.10 Sto!9 D!aia'& Li& Pvc

PIPE

50mm 50.00 lm. $.5

200mm 100.00 lm. 1:014.30

250mm "0.00 lm. 1:15.'0

BEND

1'D50 15.00 ,cs 34.50

14D50 20.00 ,cs 42.55

1'D5 40.00 ,cs 5".35

14D5 30.00 ,cs ".'5

1'D100 40.00 ,cs '3.40

14D100 40.00 ,cs 105.34

WYE 50D50 15.00 ,cs "3.1

5D5 15.00 ,cs 4.5

100D5 15.00 ,cs 1"2.15

100D100 10.00 1"2.15

E


14/30

1.4 =ters (ls. S,ecif8)

B4TOTAL O) MAIN + SUBMAIN )EED

LI63TIN6 + POWER SYSTEM

1.0 S/,5 + I#ta,,atio o- Co%/i

1.1 on/uitsa. 20mm 2:45.00 lm '2.'0

!. 25mm "0.00 lm 125.35

1.2 o


15/30

VII. PRELIMINARIES

1.0 ermit

1.1 uil/in& ermit 1.00 lot osm

1.2 =ccu,anc8 ermit 1.00 lot 1"3:4$."1

1.3 M MT 1.00 lot osm

1.4 9 S 1.00 lot 130:000.00

2.0 Tem,orar8 acilities 1.00 lot 120:000.003.0 on/s 9 nsurances

3.1 Suret8 on/ for ;o*n,a8m 1.00 lot "0:000.00

3.2 erformance on/ 1.00 lot 0:000.00

3.3 ontractorKs All is% nsuran 1.00 lot 0:000.00

3.4 Guarant8 on/ 1.00 lot 50:000.00

3.5 ontractorKs m,lo8ees Acci 1.00 lot osm

4.0 Mo!iliCation;emo!iliCation 1.00 lot

5.0 Tem,orar8 ence 1.00 lot 1'0:000.00

".0 As-uilt lan 1.00 lot "0:000.00

.0 Safet8 e+uirements 1.00 lot 20:000.00'.0 Site Man&ement 9 Su,,ort StaL 1.00 lot

TOTAL O) PRELIMINARIES

6RAND TOTAL AMOUNT

(.0 WATERLINE S5#t&9

3.1 i,es

a. 40 mm "5.00 lm. 54'."3

!. 32 mm '0.00 lm. 31'.34c. 25 mm '0.00 lm. 222.23

/. 20 mm 100.00 lm. 12$.20

3.2 Tee

a. 32 mm ,cs 120.$5

!. 25 mm ,cs 4.2$

c. 20 mm ,cs 4".4$

3.3 Tee e/ucer

a. 40 mm < 20 mm 15.00 ,cs 304.5

!. 32 mm < 25 mm 35.00 ,cs 21$."5

c. 25 mm < 20 mm 50.00 ,cs $$.04

3.4 l!o*

a. 40 mm 30.00 ,cs 1$.'0

!. 32 mm 40.00 ,cs 1'4.00

c. 25 mm '0.00 ,cs '$.0

/. 20 mm 100.00 ,cs 5.00

3.5 ou,lin& e/ucer

a. 40 mm < 32mm ,cs 304.5

!. 25 mm < 20mm 30.00 ,cs 21$."5


16/30

c. 32 mm < 25mm 10.00 ,cs. $$.04

3." Male A/a,ter

a. 25 mm 50.00 ,cs 2$3.03

3. amale A/a,ter

a. 25 mm 50.00 ,cs 255.25

3.' Transition l!o*

a. 25 mm ,cs3.$ Transition Tee

a. 25 mm ,cs

3.10 Gate alve

a. 40 mm 5.00 ,cs 2:'5.00

!. 25 mm ,cs

c. 32 mm 15.00 ,cs 1:500.00

/. 20 mm 40.00 ,cs 43.00

3.11 6ater Meters

a. 40 mm 5.00 ,cs 1:300.00

3.12 7ose i!! a. 20 mm 10.00 ,cs '"2.50

=ters

3.13 3OT AND COLD WATER LI

ELBOW REDUCER

25D20 40.00 ,cs 525.55

32D25 20.00 ,cs 0.33

32D20 15.00 ,cs 0.33

40D32 10.00 ,cs 1:052.25

TEE PLAIN

20D20 '0.00 ,cs 200.00

25D25 30.00 ,cs 220.00

25D20 10.00 ,cs 230.00

25D25 10.00 ,cs 240.00

T3READED TEE

20D20 0.00 ,cs 413.32

T3READED ELBOW

0.00 ,cs 312.$'

MALE ADAPTER

32D32 35.00 ,cs 55.11

40D40 15.00 ,cs 4".00

TEE )EMALE ADAPTER

32 mm 10.00 ,cs 43.3"

40 mm 10.00 ,cs 51.5

20D$0


17/30

END CAP

20 mm '0.00 ,cs 41.'

25 mm 15.00 ,cs 5.""

32 mm 10.00 ,cs ".0"

40 mm 5.00 ,cs 13'.00

COUPLIN6

20 mm 5.00 ,cs 13.'0

25 mm 50.00 ,cs 1.25

32 mm 40.00 ,cs "0.1

40 mm 20.00 ,cs 2$.$0

C3ECK VALVE

40 mm 5.00 ,cs $.50

E


18/30

UNIT COST

LABOR TOTAL

"5.00 "5.00 34:125.00

350.00 350.00 "5:5"$.35

300.00 300.00 45:005.40

250.00 50.00 "0:'$3.25

250.00 250.00 135:324.5

500.00 500.00 15:""4.00

250.00 1:312.50 53:2''.'1

200.00 1:030.00 2:'1.'0

(8=8$.(7

400.00 4:3.50 24":350.00

400.00 4:32.50 233:"'5.00

5"2.50 5:310.00 2"':20'.10

5"2.50 5:310.00 343:"10.10500.00 5:24.50 2$2:"00."0

5"2.50 5:310.00 32:'"'.$0

5"2.50 5:310.00 20':25'.20

- -

5"2.50 5:310.00 105:45"."0

5"2.50 5:310.00 30:44.$0

5"2.50 5:310.00 2":550.00

5"2.50 5:310.00 11:151.00

5"2.50 5:310.00 ':"02.20

1=:0:=0:2.70

".25 4.25 1$0:"2'.24

".25 4.25 "$:43.$'

TOTAL

AMOUNT


19/30

".25 4.25 120:22"."'

".25 4.25 4$:"03.4

".25 4.25 "$4:3.$

".25 4.25 3':"$".'2".25 4.25 2$5:503.3$

".25 4.25 2'2:55$.35

".25 4.25 5":$"0.'2

".25 4.25 $4:0"5.30

".25 4.25 51:'05.""

".25 4.25 -

".25 4.25 '':315.$2

".25 4.25 "1:2$3.41

".25 4.25 41:133.5'

$=;$$=;1.:

200.00 500.00 30:$$0.00

200.00 500.00 11:$"5.00

250.00 "0.00 3$1:0'.'0

250.00 "0.00 4$3:"$.$0

2'0.00 30.00 354:050.00

250.00 "30.00 5:1'5.10

350.00 '00.00 200:224.00

- -

350.00 '00.00 100:"32.00

350.00 0.00 55:1'.20

200.00 500.00 1":000.00


20/30

200.00 500.00 1$:500.00

250.00 "0.00 24:'10.10

1=827=01(.10

30.00 $5.00 2":3$3.'550.00 450.00 125:023.50

40.00 15.00 350:000.00

201=18.(2

7=;::=(0.:;

2'0.00 1:430.00 1:221:034.10

250.00 1:300.00 12':115.00

1=(;=1;.10

300.00 1:400.00 15:000.00

250.00 1:350.00 4:250.00

220.00 400.00 4':000.00250.00 430.00 1:200.00

$:8=20.00

1'0.00 3"0.00 30:3$3.20

220.00 400.00 24:000.00

220.00 400.00 4:320.00220.00 3$0.00 11:00.00

220.00 3'0.00 11:400.00

350.00 1:200.00 102:000.00

200.00 500.00 2:500.00


21/30

::=(1(.$0

10.00 350.00 1"0:'25.00

5'5.00 4:'5.00 311:025.00

2'0.00 1:130.00 33:$00.00

202=820.00

200.00 '00.00 '3:41".00

150.00 1:050.00 304:500.00

50.00 310.00 '$:$00.00

120.00 420.00 12:2".00

;0=2$.00

/B 7in&e/-in S*in& T8,e *

A*nin& 6in/o* on

3:000.00 2':000.00 33":000.00

((7=000.00

23:000.00 4":000.00

41:400.00 '2:'00.00

23:000.00 $2:000.00


22/30

44:'50.00 2"$:100.00

14:$50.00 '$:00.00

1:250.00 "$:000.00

1:250.00 34:500.00

23:000.00 4":000.00

10:350.00 20:00.00

":325.00 3:$50.003":'00.00 3:"00.00

2:"00.00 2:"00.00

24:150.00 144:$00.00

24:150.00 $":"00.00

24:150.00 4':300.00

24:150.00 4':300.00

13:'00.00 41:400.00-

4:025.00 20:125.00

":$00.00 34:500.00

1:25.00 ":$00.00

2:'5.00 5:50.002:"0.00 11:040.00

2:'5.00 5:50.00

5:15.00 10:350.00

5:15.00 10:350.00

1=(8(=$12.00

2:000.00 10:000.00 50:000.00

'00.00 3:400.00 3':420.00

30:4"4.00 $1:3$2.00

':232.00 24:"$".00

3:43.44 10:312.31


23/30

4:'43.13 24:215."3

3:1".25 ":352.50

2:$1.25 ':33.5

3:3"'.5 10:10".25

103:$3".$1 20:'3.'2

24:412.50 3:23.50

1":3$1.25 32:'2.50

11:103.5 22:20.50

1:43.50 34:'5.00

1:233.5 5:34".25 2":31.25

1:3"5.00 5:$15.00 11:'30.00

3':00.00 3':00.00

1':"05.03 3:210.05

51:130.13 51:130.13

51:1'.50 51:1'.50

25:5$3.5 25:5$3.5

40.00 15.00 131:250.00

2:400.00 10:400.00 41:"00.00

40.00 15.00 311:"40.00

":000.00 3":000.00 1'0:000.00

1=21=818.(

340.00 2:02.50 10:13.50

1:200.00 :200.00 3":000.00

7=1(8.20


24/30

110.00 3"0.00 3":200.00

'0.00 200.00 5":12.00

'0.00 200.00 $1:$00.00

'0.00 200.00 ":000.00

1:0"5."0 3:21."0 12:'0.40

150.00 450.00 2:5"5.00

'0.00 1'0.00 4:"51.20

'0.00 1'0.00 23:513.40

'0.00 1'0.00 1:52".40

'0.00 1'0.00 15:431.40

'0.00 1'0.00 2$'.'0

112.50 2"2.50 ":'03.5

7;=;($.(2

8=07:=$07.2:

5.15 43'.15 2"2:'$0.00

14.3 110.20 44:0'1.5

14.54 111.4$ ':$1'.$4

- -

11.04 '4."4 4:232.00

134.55 1:031.55 20:"31.00

50.00 450.00 13:500.00

50.00 450.00 :"50.00

- -

".11 4".'2 1:'2.""

1'.'0 144.15 10:'11.44


25/30

22."0 13.25 3:4"4.$5

22."0 13.25 5:1$.43

10.01 ".1 :"0.50

20.53 15.3' ":2$5.10

24.32 1'".4 3:2$.45- -

- -

3.4 2'.0 2:43$.35

4."$ 35.$ 3:5$.20

10.' '2."" 1:"53.13

'.45 "4.'0 1:"20.0"

10.' '2."" 5:'5.$4

14.0' 10.$2 $:12.44

- -

300.00 300.00 30:000.00100.00 100.00 10:000.00

15:000.00 15:000.00

:0=82(.12

41.0" 314." 5":"55.$0

30.'' 23".3 11':3"3.5

20.53 15.3' 2:3"0.""

10.1' '.03 '0.2'

20.53 15.3' 2:3"0.""

20.53 15.3' 2:3"0.""

10.1' '.03 '0.2'

20.53 15.3' 2:3"0.""

10.1' '.03 '0.2'

300.00 1:100.00 33:000.00

300.00 $00.00 1':000.00

1:500.00 13:500.00 1"2:000.00

- -

"0.00 4"0.00 13:'00.00


26/30

- -

14"."3 1:124.13 33:23.5

- -

- -

14."" 112.41 5:"20."3

152.15 1:1"".45 11":"44.50

25.3 1:$3.1 11':3$0.20- -

- -

5.1' 3$."' 5$5.13

".3' 4'.$3 $'."5

'.45 "4.'0 2:5$2.10

10.1' '.03 2:340.'3

12.51 $5.$1 3:'3".31

15.'0 121.14 4:'45."4

- -

- -$.5" 3.2 1:0$$.00

11.21 '5.$" 1:2'$.44

24.32 1'".4 2:$.0$

24.32 1'".4 1:'"4.3

300.00 300.00 30:000.00

100.00 100.00 10:000.00

15:000.00 15:000.00

872=$$1.10

5:000.00 25:000.00 $2=000.00

5:000.00 25:000.00 $2=000.00

15:000.00 15:000.00 12=000.00

1=(10=;8.$

54.00 234.00 35:100.00

3$.00 1"$.00 4:320.00

3$.00 1"$.00 40:5"0.00

"00.00 2:"00.00 13:000.00

$00.00 3:$00.00 3:$00.00


27/30

1(;=::0.00

24.'4 10."4 2$5:41.'0

3."1 1"2.$" 10$:1$.'5

40.00 100.00 1':000.00

30.00 '0.00 12:000.00

2:000.00 10:000.00 10:000.00

=721.72

3."1 1"2.$" 45:"2.40

30.00 '0.00 10:400.00

3:000.00 13:000.00 13:000.00

7;=0$8.0

3."1 1"2.$" 35:'50.10

15.00 "5.00 11:35.00

3:000.00 13:000.00 13:000.00

70=$$2.10

24.15 104."5 2":1"2.50

300.00 1:300.00 13:000.00

(;=17$.20

82$=;7.72


28/30

-

1"3:4$."1 1"3:4$."1

-

130:000.00 130:000.00

120:000.00 120:000.00

"0:000.00 "0:000.00

0:000.00 0:000.00

0:000.00 0:000.00

50:000.00 50:000.00

-

- -

1'0:000.00 1'0:000.00

"0:000.00 "0:000.00

20:000.00 20:000.00- -

;$(=8;.71

'2.2$ "30.$3 41:010.13

4.5 3"".0$ 2$:2'.5"33.33 255.5" 20:444.$

1$.3' 14'.5' 14:'5'.2$

- -

31.55 152.50 -

1$.3' $3." -

12.13 5'."2 -

- -

45.1 350.4" 5:25".$4

32.$5 252."0 ':'40.$1

14.'" 113.'$ 5:"$4."$

2$." 22.4 ":'24.10

2."0 211."0 ':4"4.00

13.4" 103.1" ':252.40

11.25 '".25 ':"25.00

45.1 350.4" -

32.$5 252."0 :5.$3


29/30

14.'" 113.'$ 1:13'.$4

43.$5 33".$$ 1":'4$.31

- -

3'.2$ 2$3.54 14:".11

431.25 3:30".25 1":531.25

225.00 1:25.00 25:'5.00

"5.55 502.55 20:102.00

1$5.00 1:4$5.00 :45.00

12$.3' $$1.'' $:$1'.5

'.'3 "04.3' 24:15.30

115.55 ''5.'' 1:1.53

115.55 ''5.'' 13:2''.15

15.'4 1:210.0$ 12:100.''

- -

- -

30.00 230.00 1':400.00

33.00 253.00 :5$0.00

34.50 2"4.50 2:"45.00

3".00 2".00 2:"0.00

"2.00 45.32 33:22.3'

4".$5 35$.$3 25:1$5.21

113.2 '"'.3' 30:3$3.30

".$0 52.$0 $3.50

"5."0 502.$" 5:02$."0

." 5$.51 5$5.13


30/30

".2 4'.05 3:'43.1

'."5 "".31 $$4."5

11.41 '.4 '4.0

20.0 15'.0 $3.50

2.0 15.' 1:1$0.25

2.5$ 1$.'4 $$1.''

$.11 "$.'1 2:$2.5$

4.4$ 34.3$ "'.0

14"."3 1:124.13 5:"20."3

150.00 150.00 15:000.005.00 5.00 :500.00

1:000.00 ":000.00 ":000.00

218=;;.77

6RAND TOTAL

Date post:	06-Jul-2018
Category:	Documents
Upload:	krissa-marie-buniag
View:	224 times
Download:	0 times

Clubhouse Proposal

Documents