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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
-
8/10/2019 VOCO 2011.xlsx
33/42
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