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Republic of the Philippines

DEPARTMENT OF PUBLIC WORK AND !I"!WA#Re$ion %

OFFICE OF T!E RE"IONAL DIRECTOREn$inee&s' !ill( Bulu)( C)$)*)n +e O&o Cit*

The Regional Director

This Ofce

Thru: The Chie

Construction Division

This Ofce

Su!ect: "##roval or $inal %ariation Or&er ' Change Or&er

"n& (te)i*e& Cost o Revision

+a&a):

Su)itte& or your a##roval are the $inal %ariation Or&er ' Change OrCost o Revision or the #ro!ect Continu)tion of C)$)*)n +e O&o Co)st)l BC)$)*)n +e O&o Cit* un&er contract -ith E.ui-P)&co Const&uction Co/p)

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July 23, 2013

&er an& (te)i*e&-P)ss Ro)+(n*

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Republic of the Philippines

DEPARTMENT OF PUBLIC WORK AND !I"!WA#Re$ion %

OFFICE OF T!E RE"IONAL DIRECTOREn$inee&s' !ill( Bulu)( C)$)*)n +e O&o Cit*

Reerence .o/ :Date :

E%ECUTI0E UMMAR#

F O R 1 E0EL#N T, BARROO( Ph,D,Re$ion)l Di&ecto&This o2ce

3,4 Su!ect

5,4 "ction Reco))en&e& $or "##roval

6,4 ()#le)enting Ofce 10th D Regional Ofce

7,4

8,4 Contractor E.ui-P)&co Const&uction Co/p)n

9,:4 CONTRACTUAL DATA O R I " I N A L

/14 Contract ")ount h# 105,67,157/7

/24 Contract Duration 300 Calen&ar Days

34 89ectivity o Contract January 25 2012

$inal %ariation Or&er >? 024 ' ChangeContinuation o Cagayan &e Oro Coas&e Oro City

Reason or this ro#ose& %ariation Or&er .o/1

Deletion o so)e ite)s o -or=, chanin ite)s o -or= to suit actual site co

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0

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?ul* 56( 5:36

R E 0 I E D

h# 105,67,152/1

'

Or&er or the ro!ect :tal @y'ass Roa&, Cagayan

ge in

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IR"IE ", NA#0E

ro!ect 8ngineer

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)ar 7

a#r 30

)ay 31

!une 30

! l 31

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Republic of the Philippines

DEPARTMENT OF PUBLIC WORK AND !I"!WA#Re$ion %

OFFICE OF T!E RE"IONAL DIRECTOR

En$inee&s' !ill( Bulu)( C)$)*)n +e O&o Cit*

RE@UET FOR PRIOR CLEARANCE AUT!ORIT# TO IUE 0

"uthority is herey re

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July 23, 2013

O - CO :5

r:

Co)st)l B*-P)ss

o)e ite)s -ere

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Re#ulic o the hili##inesDEPARTMENT OF PUBLIC WORK AND !I"!WA#

Region FOFFICE OF T!E RE"IONAL DIRECTOR

8ngineersG ill, @ulua, Cagayan &e Oro City

."+8 O$ ROJ8CT : CONTINUATION OF T!E CONTRUCTION OF CA"A#AN DE ORO COATAL B#-PA ROAD4( "us) - L)p)s)n ection

AOC"T(O. : C)$)*)n +e O&o Cit*

CO.TR"CTOR : E.ui-P)&co Const&uction Co/p)n*

ou are herey &irecte& to )a=e herein changes ro) the #lans, s#eciHcation or &o the ollo-ing -

DECRIPTION OF WORK TO BE DONE1

"/4 (ncrease in Selecte& @orro-4 ro) 6>(>7=,5: cu/)/ to 7:(;;=,7

5,4 Ite/ 8:=34 Roc= 8)an=)ent >Class (((4 ro) ;(>53,:3 cu/)/ to 3:(;8>,8

6,4 Ite/ 38:3 Roc= 8)an=)ent >Class (((4 ro) 6(557,;3 cu/)/ to =(7=8,>

@/4 Decrease in 7,:

5,4 Ite/ 7:834 Structural Concrete Class I"I >ave Deector4 ro) 9=;,73 cu/)/ to 6;8,9

6,4 Ite/ 8:; Rule Concrete ro) 3(;;8,87 cu/)/ to >76,5

7,4 Ite/ ;:8 Beotetiles ro) 6(358,3: s,:

8,4 Ite/ 3:6b4 Structure 8cavation ro) 378,:= cu/)/ to >6,;

9,4 Ite/ 3:754 8)an=)ent >Selecte& @orro-4 ro) 3:(>:8,39 cu/)/ to 7(6:9,38

;,4 Ite/ 7::39,54 Test iles, Driven, Co)#/ RC iles 500500 ro) 3>5,:: l/)/ to 39:,:

=,4 Ite/ 7::374 Co)#osite iles, Driven RC iles, 500500 ro) 3(>5:,:: l/)/ to 3(9::,:

>,4 Ite/ 7:3 @ri&ge Railing, Rein/ Conc/, (nc/ Si&e-al= ro) ;5,:: cu/)/ to 77,=

3:,4 Ite/ 7:7 Reinorcing Steel/ B50 ro) >5(897,>5 =g/ to =7(8=>,;

33,4 Ite/ 7:83)4 Structural Concrete Class I"I 3000 #si ro) 69:,:: cu/)/ to 5;6,6

35,4 Ite/ 7:83b4 Structural Concrete Class I"I 5000 #si ro) 73=,:= cu/)/ to 5;:,;

36,4 Ite/ 7:; Aean Concrete Class I@I ro) 9,:: cu/)/ to 6,9

37,4 Ite/ ;:; @ri&ge Drain, 170 )) &ia/ B( i#e ro) 96,:: l/)/ to 9,:

C/4 Delete& (te)s/3,4 Ite/ 5:: "ggregate Suase Course >tK0/20)4 ro) >97,67 cu/)/ to -

REAON FOR C!AN"E1

Deletion o ite)s or the construction o Eola)og @ri&ge is &ue to RRO #role)s/ Thus so)e ite)s -ere transerre& to Ea)a=a-an @ri&ge an& Dans

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-ill e allo-e&/ Total ete

RONNIE0IC C, LA"NADAro#rietor

8

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?R8$M

- DPW! %

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nge Or&er : 0 &ays/

O 0 E D 1

E0EL#N T, BARROO( PhD

Regional Director

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Re#

DEPARTMENT O

OFFICE O

8ngineersG

ITEMIED @UANT%"R("T(O. ORD8R ' C".B8 ORD8R ? 01

."+8 O$ ROJ8CT : CONTINUATION OF T!E CONTRUCTION OF CA"A#AN DE ORO COATAL B#-PA RO

AOC"T(O. : C)$)*)n +e O&o Cit*

CO.TR"CTOR : E.ui-P)&co Const&uction Co/p)n*

ITEM DECRIPTION

ORI"INAL CONTRACT 0O - CO :3 @UAN

UNIT @T# UNIT COT AMOUNT @T# UNIT COT

A, COATAL ROAD WIT! CONCRETE RE0ETMENT AND ROCKWORK "UA ECTION4

103>1a4 Structure 8cavation >Cross Drainage4 cu/)/ 65;,9: 683,;>33 117,25/N 65;,9: 683,;>33

103>34 $oun&ation $ill >Cross Drainage4 cu/)/ 53,=7 3(:87,;539 23,037/12 53,=7 3(:87,;539

105>24 8)an=)ent >Selecte& @orro-4 cu/)/ 7:(8>8,>: 9=>,8=59 2N,;;5,225/7 6>(>7=,5: 9=>,8=59

200 "ggregate Suase Course >tK0/20)4 cu/)/ >97,67 >57,;757 6;1,N/0; 3(5:7,85 >57,;757

505 Reinorcing Steel, B50 =g/ 58(35:,687 =6,63;7 2,0;2,;2/76 58(35:,687 =6,63;7

507>1a4 Structural Conc/ Class I"I >ave Deector4 cu/)/ - 9(;78,=667 ' 9=;,73 9(;78,=667

700>34 RCC ;10))/ Dia/ >Cross Drainage4 l/)/ 38:,:: 7(:;6,;5=5 11,07;/23 38:,:: 7(:;6,;5=5

70N Rule Concrete cu/)/ 3(;;8,87 6(=8=,=3;3 ,671,565/17 3(:3=,36 6(=8=,=3;3706>14 Roc= 8)an=)ent, Class ((( cu/)/ ;(7>;,63 3(769,3399 10,NN,011/7 ;(>53,:3 3(769,3399

N07 Beotetiles s3=3 3,5N1,N30/0; 6(358,3: 3(33:,>3=3

1701 Roc= 8)an=)ent, Class (( cu/)/ 7(8:>,6> 3(966,7:65 N,37,72/0 6(557,;3 3(966,7:65

B, CONTRUCTION OF T!REE 35,:: l,/, FLAT LAB BRID"E

103>4 Structure 8cavation cu/)/ 378,:= 686,:89: 71,221/3 378,:= 686,:89:

105>24 8)an=)ent >Selecte& @orro-4 cu/)/ 3:(>:8,39 9=>,9=97 N,721,150/75 3:(>:8,39 9=>,9=97

500>1/14 Test iles, $urnishe&, Co)#/ RC iles 500500 l/)/ 3>5,:: ;(=;8,=5>= 1,712,17;/32 3>5,:: ;(=;8,=5>=

500>1/24 Test iles, Driven, Co)#/ RC iles 500500 l/)/ 3>5,:: 5(>59,6767 71,67N/;3 3>5,:: 5(>59,6767

500>54 Co)#osite iles, $urnishe& RC iles 500500 l/)/ 3(>5:,:: ;(5:8,3:=6 13,633,60N/;5 3(>5:,:: ;(5:8,3:=6

500>154 Co)#osite iles, Driven RC iles 500500 l/)/ 3(>5:,:: 6(88:,6:=8 ,61,7;2/32 3(>5:,:: 6(88:,6:=8

501 @ri&ge Railing >Rein/ Conc/4 (ncl/ Si&e-al= l/)/ ;5,:: 6(66:,3=99 23;,NN3/55 ;5,:: 6(66:,3=99

505 Reinorcing Steel, B50 =g/ >5(897,>5 =6,5=>3 N,N0;,56/66 >5(897,>5 =6,5=>3

507>1a4 Structural Conc/ Class I"I 3000 #si cu/)/ 69:,:: 9(;78,=667 2,526,700/02 69:,:: 9(;78,=667

507>14 Structural Conc Class I"I )o&iHe& 5000 #si cu ) 73= := ; 553 9899 3 01; 230 1; 73= := ; 553 9899

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ORI"INAL @UANTIT#

T!I 0ARIATION @UANTIT#

PERCENTA"E INCREAED DECREAED

Accepte+ b*1 P&ep)&e+ b*1 ub/itte+ b*1 Re

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IE AND UNIT COT OF T!I C!AN"E FINAL 0O-CO

REMARKDEDUCTI0E@T# UNIT COT AMOUNT

UNT @T# UNIT COT AMOUNT

65;,9: 683,;>33 117,25/N S"+8 /

53,=7 3(:87,;539 23,037/12 S"+8 / 7:(;;=,56 9=>,8=59 26,11;,;7N/6N (.CR8"S8D , /

3(5:7,85: - >57,;757 ' D8A8T8D / 3:(659,657 37(;>7,:6 =6,63;7 1,232,00/12 D8CR8"S8D , /

633,;>: 6;8,95 9(;78,=667 2,733,6;/;5 .8 (T8+ ' 38:,:: 7(:;6,;5=5 11,07;/23 S"+8 /

;7,>5 >76,53 6(=8=,=3;3 3,3;,N5/66 D8CR8"S8D , / 3:(;8>,8> 3(769,3399 17,572,027/61 (.CR8"S8D , /

789,:8 5(99>,:8 3(33:,>3=3 2,;7,0;7/;7 D8CR8"S8D , / =(7=8,>5 3(966,7:65 13,60,;26/66 (.CR8"S8D , /

83,6; >6,;3: 686,:89: 33,065/66 D8CR8"S8D / 9(8>>,::7 7(6:9,389 9=>,9=97 2,;;,6;N/23 D8CR8"S8D , / 3>5,:: ;(=;8,=5>= 1,712,17;/32 S"+8 /

65,:: 39:,:: 5(>59,6767 56,215/;5 D8CR8"S8D / 3(>5:,:: ;(5:8,3:=6 13,633,60N/;5 S"+8 , /

65:,:: 3(9::,:: 6(88:,6:=8 7,60,5;3/0 D8CR8"S8D , / 5;,5: 77,=: 6(66:,3=99 15;,1;2/3 D8CR8"S8D /

;(>;8,3; =7(8=>,;8 =6,5=>3 N,057,505/17 D8CR8"S8D , / =9,;: 5;6,6: 9(;78,=667 1,653,3/2N D8CR8"S8D /

37;,6= 5;:,;: ;(553,9899 1,;75,;02/55 D8CR8"S8D / 5,66 6,9; 7(=7:,6>;= 1N,N5/2 D8CR8"S8D /

8;,:: 9,:: 5(;3;,:7>3 1,302/2; D8CR8"S8D / 3,:: 95(6:7,:::: 2,305/00 S"+8 /

3:,:: 8(66:,3:;5 73,301/0N S"+8 / 3:,:: 53(763,65>> 215,313/30 S"+8 / 3:,:: 5(;>9,5:68 2N,;2/05 S"+8 /

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3:7(=89(378,79

3:7(=89(375,39

:,::::G

Reco//en+in$ App&o

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ro!ect .a)e 1 CONTRUCTION OF CA"A#AN DE ORO COATAL B#-P

KAMAKAWAN BRID"E4

ro!ect Aocation 1 BS", C"B"". D8 ORO C(T

(te) .o/ 1 7:8 3b4

(te) Descri#tion 1 t&uctu&)l Conc&ete Cl)ss HAH Mo+ie+ 7(::: psi4

.o/ O @ri&ge K 1 >Ea)a=a-an @ri&ge4

Puantity 1

Sla L e&estal K Q > 6/7 17/22 4 > 0/70 1/70 0/60 4 5

K 367,:8 cu,/,

Corel K Q > 0/0 17/22 4 2

K 3,=6 cu,/,

ile %olu)e K Q > 0/50 0/50 0/17 4 11 2K :,86 cu,/,

Tot)l @u)ntit* K 135/7 1/63 ' 0/73

K 368,68 cu,/,

(te) .o/ 1 7:;

(te) Descri#tion 1 Le)n Conc&ete( Cl)ss HBH

.o/ O "ut)ent K 2 >Ea)a=a-an @ri&ge4

Puantity K > 1/00 1/52 0/07 4 2

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ro!ect .a)e 1 CONTRUCTION OF CA"A#AN DE ORO COATAL B#-PDANOLE BRID"E4

ro!ect Aocation 1 BS", C"B"". D8 ORO C(T

(te) .o/ 1 7:8 3b4

(te) Descri#tion 1 t&uctu&)l Conc&ete Cl)ss HAH Mo+ie+ 7(::: psi4

.o/ O @ri&ge K 1 >Dansole @ri&ge4Puantity 1

Sla L e&estal K Q > 6/7 17/22 4 > 0/70 1/70 0/60 4 5

K 367,:8 cu,/,

Corel K Q > 0/0 17/22 4 2

K 3,=6 cu,/,

ile %olu)e K Q > 0/50 0/50 0/17 4 11 2

K :,86 cu,/,

Tot)l @u)ntit* K 135/7 1/63 ' 0/73

K 368,68 cu,/,

(te) .o/ 1 7:;

(te) Descri#tion 1 Le)n Conc&ete( Cl)ss HBH

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ROAD

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1

ROAD

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1

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AS-BUILT QUANTITY OF FLAT SLAB BRIDGES (KAMAKAWAN, DANSOLE AND KOLAMBOG BRI

ro!ect .a)e 1 CONTRUCTION OF CA"A#AN DE ORO COATAL B#-PA ROAD

ro!ect Aocation 1 "UA( CA"A#AN DE ORO CIT#

"ENERAL @UANTITIE

ITEM NO, DECRIPTION UNITA-BUILT

KAMAKAWAN BR, DANOLE BR, KOLAMBO" BR, T

103>14 Structure 8cavation cu/)/ ' 5/6 5/6

105>24 8)an=)ent >Selecte& @orro-4 cu/)/ 2,173/06 2,173/06 '

500>1/14 Test ile, $urnishe& Co)#/ RC ile 500500 l/)/ 5/00 5/00 5/00

500>1/24 Test ile, Driven Co)#/ RC ile 500500 l/)/ 5/00 5/00 32/00

500>15/14 Reg/ ile, $urnishe& Co)#/ RC ile 500500 l/)/ 50/00 50/00 50/00

500>154 Reg/ ile, Driven Co)#/ RC ile 500500 l/)/ 50/00 50/00 320/00

501 @ri&ge Railings >Reinorce& Concrete4 l/)/ 22/50 22/50 '

505 Reinorcing Steel, Bra&e 50 =gs/ 3;,220/52 3;,725/70 7,655/63

507>1a4 Structural Conc/, Class I"I >3,000 #si4 cu/)/ 102/6 115/75 7/06

507>14 Structural Conc/, Class I"I >)o&iHe& 5,000 #si4 cu/)/ 137/37 137/37 '

50N Aean Concrete, Class I@I cu/)/ 1/5N 1/5N 0/N3

N0N @ri&ge Drain, 170)) &ia/ B/(/ i#e l/)/ 3/00 3/00 '

re#are& y: Chec=e& : Revie-e& : "##rove& :

KENN# R, A"A PEDRO L, ABECIA( ?&, LEOWALD L, PECORE 0IRro!ect 8ngineer ro!ect +anager ro!ect (ns#ector r

8CC 8CC D ' F

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AS-BUILT QUANTITY OF FLAT SLAB BRIDGES (KAMAKAWAN, DANSOLE AND KOLAMBOG BRI

ro!ect .a)e 1 CONTRUCTION OF CA"A#AN DE ORO COATAL B#-PA ROAD

ro!ect Aocation 1 KAMAKAWAN BRID"E( "UA( CA"A#AN DE ORO CIT#

UMMAR# OF @UANTITIE FOR KAMAKAWAN BRID"E COMPONENT

ITEM NO, DECRIPTION UNIT A

130>14 Structure 8cavation cu/)/

105>24 8)an=)ent >Selecte& @orro-4 cu/)/

500>1/14 Test ile, $urnishe& Co)#/ RC ile 500500 l/)/

500>1/24 Test ile, Driven Co)#/ RC ile 500500 l/)/

500>15/14 Reg/ ile, $urnishe& Co)#/ RC ile 500500 l/)/

500>154 Reg/ ile, Driven Co)#/ RC ile 500500 l/)/

501 @ri&ge Railings >Reinorce& Concrete4 l/)/505 Reinorcing Steel, Bra&e 50 =gs/

507>1a4 Structural Conc/, Class I"I >3,000 #si4 cu/)/

507>14 Structural Conc/, Class I"I >)o&iHe& 5,000 #si4 cu/)/

50N Aean Concrete, Class I@I cu/)/

N0N @ri&ge Drain, 170)) &ia/ B/(/ i#e l/)/

re#are& y: Chec=e& : Revie-e& : "##rove& :

KENN# R, A"A PEDRO L, ABECIA( ?&, LEOWALD L, PECORE 0IRro!ect 8ngineer ro!ect +anager ro!ect (ns#ector r

8CC 8CC D ' F

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AS-BUILT QUANTITY OF FLAT SLAB BRIDGES (KAMAKAWAN, DANSOLE AND KOLAMBOG BRI

ro!ect .a)e 1 CONTRUCTION OF CA"A#AN DE ORO COATAL B#-PA ROAD

ro!ect Aocation 1 DANOLE BRID"E( "UA( CA"A#AN DE ORO CIT#

UMMAR# OF @UANTITIE FOR DANOLE BRID"E COMPONENT

ITEM NO, DECRIPTION UNIT A

130>14 Structure 8cavation cu/)/

105>24 8)an=)ent >Selecte& @orro-4 cu/)/

500>1/14 Test ile, $urnishe& Co)#/ RC ile 500500 l/)/

500>1/24 Test ile, Driven Co)#/ RC ile 500500 l/)/

500>15/14 Reg/ ile, $urnishe& Co)#/ RC ile 500500 l/)/

500>154 Reg/ ile, Driven Co)#/ RC ile 500500 l/)/501 @ri&ge Railings >Reinorce& Concrete4 l/)/

505 Reinorcing Steel, Bra&e 50 =gs/

507>1a4 Structural Conc/, Class I"I >3,000 #si4 cu/)/

507>14 Structural Conc/, Class I"I >)o&iHe& 5,000 #si4 cu/)/

50N Aean Concrete, Class I@I cu/)/

N0N @ri&ge Drain, 170)) &ia/ B/(/ i#e l/)/

re#are& y: Chec=e& : Revie-e& : "##rove& :

KENN# R, A"A PEDRO L, ABECIA( ?&, LEOWALD L, PECORE 0IRro!ect 8ngineer ro!ect +anager ro!ect (ns#ector r

8CC 8CC D ' F

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ro!ect .a)e 1 CONTRUCTION OF CA"A#AN DE ORO COATAL B#-PA ROAD

ro!ect Aocation 1 KOLAMBO" BRID"E( "UA( CA"A#AN DE ORO CIT#

UMMAR# OF @UANTITIE FOR KOLAMBO" BRID"E COMPONENT

ITEM NO, DECRIPTION POW 563/

103>14 Structure 8cavation 56/3

105>24 8)an=)ent >Selecte& @orro-4 337

500>1/14 Test ile, $urnishe& Co)#/ RC ile 500500 5

500>1/24 Test ile, Driven Co)#/ RC ile 500500 5

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500>15/14 Reg/ ile, $urnishe& Co)#/ RC ile 500500 50

500>154 Reg/ ile, Driven Co)#/ RC ile 500500 50

501 @ri&ge Railings >Reinorce& Concrete4 25

505 Reinorcing Steel, Bra&e 50 32027/75

507>1a4 Structural Conc/, Class I"I >3,000 #si4 120

507>14 Structural Conc/, Class I"I >)o&iHe& 5,000 #si4 13;/3

50N Aean Concrete, Class I@I 2

N0N @ri&ge Drain, 170)) &ia/ B/(/ i#e 21

re#are& y: Chec=e& : Revie-e& : "##rove& :

KENN# R, A"A PEDRO L, ABECIA( ?&, LEOWALD L, PECORE 0IR

ro!ect 8ngineer ro!ect +anager ro!ect (ns#ector ro

8CC 8CC D ' F

AS-BUILT QUANTITY OF FLAT SLAB BRIDGES (KAMAKAWAN, DANSOLE AND KOLAMBOG BRI

ro!ect .a)e 1 CONTRUCTION OF CA"A#AN DE ORO COATAL B#-PA ROAD

ro!ect Aocation 1 KOLAMBO" BRID"E( "UA( CA"A#AN DE ORO CIT#

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UMMAR# OF @UANTITIE FOR KOLAMBO" BRID"E COMPONENT

ITEM NO, DECRIPTION UNIT A

103 Structure 8cavation cu/)/

302 8)an=)ent >Selecte& @orro-4 cu/)/

310 Test ile, $urnishe& Co)#/ RC ile 500500 l/)/

500>1/24 Test ile, Driven Co)#/ RC ile 500500 l/)/500>15/14 Reg/ ile, $urnishe& Co)#/ RC ile 500500 l/)/

500>54 Reg/ ile, Driven Co)#/ RC ile 500500 l/)/

501 @ri&ge Railings >Reinorce& Concrete4 l/)/

505 Reinorcing Steel, Bra&e 50 =gs/

507>1a4 Structural Conc/, Class I"I >3,000 #si4 cu/)/

507>14 Structural Conc/, Class I"I >)o&iHe& 5,000 #si4 cu/)/

50N Aean Concrete, Class I@I cu/)/

N0N @ri&ge Drain, 170)) &ia/ B/(/ i#e l/)/

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GE)

TAL

;3/N1 157/06

5,30/1 10,;07/1

1;2/00 1;2/00

10/00 1;2/00

1,;20/00 1,;20/00

1,00/00 1,;20/00

55/60 N2/005,76;/N7 ;2,75/;2

2N3/30 30/00

2N0/N0 516/06

3/N /00

/00 3/00

IE ", NA#0E

!ect 8ngineer

D ' F

ORI"INALCONTRACT

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GE)

-BUILT @T#,

'

2,173/06

5/00

5/00

50/00

50/00

22/50

3;,220/52

102/6

137/37

1/5N

3/00

IE ", NA#0E!ect 8ngineer

D ' F

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GE)

-BUILT @T#,

5/6

2,173/06

5/00

5/00

50/00

50/00

22/50

3;,725/70

115/75

137/37

1/5N

3/00

IE ", NA#0E!ect 8ngineer

D ' F

8/10/2019 VOCO 2011.xlsx

34/42

O 3:7/ @"A".C8

5/6 1/70

' 3,37/00

5/00 '

32/00 32/00

8/10/2019 VOCO 2011.xlsx

35/42

50/00 '

320/00 320/00

' 25/00

7,655/63 2,160/N1

7/06 3/;2

' 13;/3

0/N3 1/2N' 21/00

IE ", NA#0E!ect 8ngineer

D ' F

GE)

8/10/2019 VOCO 2011.xlsx

36/42

-BUILT @T#,

'

'

'

''

'

'

'

'

'

'

'

8/10/2019 VOCO 2011.xlsx

37/42

ro!ect .a)e : CONTINUATION OF T!E CONTRUCTION OF CDO COATAL ROAD

ro!ect Aocation : "UA( CA"A#AN DE ORO CIT#

Contractor : E@UI-PARCO CONTRUCTION COMPAN#

KAMAKAWAN BRID"E

@UANTIT# !EETITEM 3:754 ELECTED BORROW

TATION DITANCE AREA

1537 372 75/3N

17

1537 33N 52/5

17

1537 322 37/1

17

1537 30N 2N/;N17

1537 2;2 1N/02

1537 35 75/3N

17/702

1537 3N; 52/5

TOTAL @UANTIT#

re#are& y: Chec=e& y: Revie-e& y: Chec=e& y:

KENN# R, A"A PEDRO L, ABECIA LEOWALD L, PECORE 0I

ro!ect 8ngineer ro!ect 8ngineer ro!ect (ns#ector

8CC 8CC D Region ' F D

8/10/2019 VOCO 2011.xlsx

38/42

ro!ect .a)e : CONTINUATION OF T!E CONTRUCTION OF CDO COATAL ROAD

ro!ect Aocation : "UA( CA"A#AN DE ORO CIT#

Contractor : E@UI-PARCO CONTRUCTION COMPAN#

DANOLE BRID"E

@UANTIT# !EET

ITEM 3:754 ELECTED BORROW

TATION DITANCE AREA

1537 372 75/3N

17

1537 33N 52/5

17

1537 322 37/1

171537 30N 2N/;N

17

1537 2;2 1N/02

1537 35 75/3N

17/702

1537 3N; 52/5

TOTAL @UANTIT#

re#are& y: Chec=e& y: Revie-e& y: Chec=e& y:

KENN# R, A"A PEDRO L, ABECIA LEOWALD L, PECORE 0I

ro!ect 8ngineer ro!ect 8ngineer ro!ect (ns#ector

8/10/2019 VOCO 2011.xlsx

39/42

8CC 8CC D Region ' F D

8/10/2019 VOCO 2011.xlsx

40/42

0OLUME

76/66

5N/67

33N/53

N71/;3

5(386,:;=

"IE ", NA#0E

ro!ect 8ngineer

Region ' F

8/10/2019 VOCO 2011.xlsx

41/42

0OLUME

76/66

5N/67

33N/53

N71/;3

5(386,:;=

"IE ", NA#0E

ro!ect 8ngineer

Region F

8/10/2019 VOCO 2011.xlsx

42/42

Region ' F