3. ~n~ru~\l1'ULlMJ~\lL'1JtJ

Lfl1.:in1'Hl'EH'f~1.:i'l1rn'HVU.J1~L'1'1J 3 '211~ e:i.~'Vl~1 - e:i.~111i1u 111e:i'U 3 1~V111.:i nii.

168+100.000 - nii.175+442.000 1~~~'Vl1.:i~11tJ1~i11ru 6.742 nii. ii11111\i1'U'Vl1.:i.ff'U'wLP1~ 8 -tle:i.:i ...

CONCRETE BARRIER MEDIAN ~1'Vl1\lfleJ'Ufl~\11 rl.:i1'Une:i'2!~1\l NEW CONCRETE BRIDGE 'Vl1\l1'1fl11.:i

18.00 ii.~1'U1'U 2 LL"1.:i \l1'UneJ'21~1\l'21~'V'l1'U U-TURN ('2!~'V'l1'U'Ufl'V'l~eJil~V'lfl~tJ1'1L~'2!~'V'l1'U) 'Vl1\l1'1fl11.:i

12.50 ii. ~1'U1'U 6 LL "1.:i 11il\l1'U~Vl ~.:ihJvh LL'21\l'2111\l'U'U'Vl1\l'Vl'11\l L61''UV11\lde:itj1 'UVleJ\l~~\l'Vl1 V1'11'1\.I~

n1'Vl'UVJL1'11vi1fl11 960 1'U

4. 11fl1nm.:if11'U1ru ru 1'U~ 5 nw11~'U6 2563 LU'UL~'U 1,149,993,359.04 u1vi ,

6.1 tJ1tJ~(1rSiEJ cl11J1'1UWI~ , "'

6.2 \J1EJ1L~eJ~ Ln~EJ~LLfl1

fliJ.168+700.000 - fliJ.175+442.000

1::u::nHt1ntl1::iiuu

(I) ti1~1ll~ll'tj\H1llVl1-l I .JI. I .J

(2) f11~1llVlll'tj\N1lltr::'l'l1lJUl'l::Vl!llllfW1J

(2) + (3)

lllfl\11111~ Factor (F) ~1\1'111-1 ~1Jtl'i::1J1lll I 00 %

.r 4 1' .,flnl1J!M\ll.J = 6.00

VAT. = 7.00

ti1~1ll >700

ti mu >700

Hl'l~1~

Htl~1~

FH ~1ll'l'l1~

F11 ~lll'l'IH (l~mutl1::m111)

nmnm~'lltiWq1J~1t1m~fl11Jmim11111cii'tl11~ F11 x (2)

%

%

" tllll1J1VI

rl'1mnV1

rl'1umr1

Hl'l~l~

6.7420

lllflVll'il~ Factor (F) ~1\ll'l'::'l'l1llllti::'l'io111~V1J ~1JU'i::1J11U 100 % ,: """ ti

.,6fll1JtM\IQ = 6.00 %

VAT. = 7.00 % -- -------

ti1~1ll >200 a1\11J1VI

ti mu >200 rl'11.1mn

Hl'l~l~ rl'1umn

Htl~H """~,~ F8 ~iun-::vn1.11m::'l'im11~v1J

F8 ~1llff::'l'll\lllti::'l'itil11~V1J (l~ll~1Jtl'i::1J11U)

11fllfltl1~'1ltl~flqlN1\lff::'l'tlllUti::'l'i6111~V1Jfl11J11ftfllfllll'li'tln~ Fa x (3)

Ftimii \in11u1.tlfirn1w11mnfiH

F ~iunHYiHlfinnammmm

F ~mrr::vt1u11a::Yia111~uiiYi'l-llfi1mw11mnaH

............. f.~.O~.

1irind,. c~ .. o~lhi'•~ ~tln•al •m1t1 m;lth:um1h•1 wmhh Hi\'ou•lh> lft14ni·uion1'14't114"rtll1-nunULat13 e.'litnn ~ n.tT1diu ftDU3 '1.11~;

rw.168+700.000 • nu.175+442.000 T'UJ1:0=»14U1'1 d.742 ii1ftw..1

11ft'IOU>JU 4ivm.i 499,203,589.69 \ml 41Ufl:Jt'l\I 494,734,903.81 U111

01l*'"""""'"'wqji1l91hl~.,.,,-> 12,436,888.00 U1ll 11ft11'UJ 1,006,375,381.50 U1ll

liiti'u 11P11u.11:11t11L\h.ii'1ml'tile

;f tRlnON1U 11A1ReMthu liluL4u

mho (ESTIMATED) Ctnnl ("1>1)

REMOVAL OF EXISTING STRUCTURES 1.2 REMOVAL OF EXISTING PEDESl'RIAN BRIDGE

1.2{1) AT STA.172+010.697 LS. 1 260,000.00 260,000.00

LWL1ii ·························-·····-··-··-·--··············· \J1l'I ···-·-··-·····--·········· l'IO!i1~ft llio\tlilt1 1.2(2) AT STA.173+808.000 LS. I 260,000.00 260,000.00

L\hJll'U ················································-·····-······· \J1l'I .............................. aw1iri Pin\t\ilu 1.4 REMOVAL OF EXISTING PIPE CULVERTS

1.4(3) PIPE CULVERT DIA. 0.60 M. M. 460 111.25 51,175.00

L{hu'lu ··-············································ .. ········-···· u1'\1 ......... _. ··········-··· n111'Nft PiD'Mll1u 1.4(4) PIPE CULVERT DIA. 0.80 M. M. 1,300 138.93 180,609.00

Lnm1u --····················-·········-···-····················-· \J1'VI ········-···········-······· t'lill'Mfi tio1nl1u 1.4(5) PIPE CULVERT DIA. 1.00 M. M. 4,950 180.85 895,207.50

LiluL1u ·····-···--········-·······-··-··-··-···········-·· \J1'VI -·-··············-········· t'lil!'Mft JioMll-lu 1.4(6) PIPE CULVERT DIA. 1.20 M. M. 20 215.76 4,315.20

Lil'U\1u ·············-··········--····-······--················· \J1'VI ·············-·-··········- ftlll14ft ti0\f\11u 1.6 MIWNG OF EXISTING ASPHALT CONCRETE SURFACE 10 CM. llilCK SQ.M. 147,000 16.54 2,431,380.00

LUuLlu ····-·················· .. ··········--··---·················· U1YI .............................. a~1.:.1ft lli£n11ti1ll 1.7 REMOVAL OF EXISTING BUS STOP SHELTER EACH 13 5,000.00 65,000.00

LilUllu --·······-·····-···-.. ····-·······-·-···--······-· tJ1'VI -·--··---······-·· a111'Mft oinMu 1.8 REMOVAL OF EXISTING OONJWAY LIGHTING EACH 200 1,540.00 308,000.00

L\lui.'lu ................... -··-····-··········-······--··········· U1'1 .............................. Hfl14ft MO'M\l1t1 1.9 REMOVAL OF EXISTING GUARD RAIL M. 220 128.33 28,232.60

L\1Ul1U -··-·····---·-······ .. ·························-··""'""" U1'VI .............................. t'llit14ft l1iO'Mti1t1 I.I I REMOVAL OF EXISTING CONCRETE DITCH LINING 50.M. 1,700 21.05 35,785.00

Li'.JUL1U ....... - ........................................... - ......... trl\1 .............................. 8lll14ft oiE'Mti1tl 1.12 REMOVAL OF EXIS11NG MANHOLE EACH 240 900.99 216,237.60

Ltitn1u --··--···-·--···· ....................................... iJ1"1 ·············-·-·-········· nm4ft oinwtl1u 1.13 REMOVAL OF EXISTING CONCRETE CURB AND GUTTER M. 14,200 44.56 632,752.00

Li'.1uL11J .............................................................. U'l\11 ············-·-············· ft"14ft liio"'1.11t1 1.15 REMOVAL OF EXIS11NG CONCRETE SLAB BLOCK SQ.M. 6,200 169.61 1,051,582.00

L\11lL':iu -······-······-·····"'····--··· .. ·····-··············· .. ··· U1\1 .............................. ftll!.1'1ri oio'Hiliu 2 I EARlHWORK

2.1 CLEARING AND GRUBBING 50.M. 152,000 3.54 538,080.00

Li'.lu11u .............................................................. _ tJ1t1 .............................. ftlll14ft 11inMtl1v 2.2 00/>DWAY EXCAVATION

2.2(1) EARTH EXCAVATION CU.M. I 144,000 56.46 8,130,240.00 Lll'llL1U ............................. - ................................ U1'11 .............................. ftlll14ft fiO'M1.J1ll

2.2(4) UNSUITABLE MATERIAL EXCAVATION

L'1tu4u ·-··--·············· ......................................... U1"1 .............................. a111'Mfli llioMt.hu 2.2{5) SOFT MATERIAL EXCAVATION (EXCAVATION ONLY)

CU.M

I 3,000 62.11 186,330.00

CU.M. 1,500 62.11 93,165.00

Li'.'.l'Ul°31J ................................................ _ ............. \11\1 --·-·--···-·--····· 1'19114fl t\a'"11u

/lr-Cft--· dV (j~ ...................................... ~ U11JU'1,'U'll ~1\J1~\j(1)~ U11J'iLiilJ, Ln~IJ~Ll.n1 U11JCJ1~\J1U Lii1J1ii1 u11J~'ll1m f'IWuvdvm~

,..,,r,yj 1 ·;nn 18

nrnmn.i 4'11.11114 570,689,255,89 "'" 411Jfl:mu 566,867,215.15 "'" thlf1)

1.1432 297,232.00 297,232.00

1.1432 297,232.00 297,232.00

1.1432 127.18 58,S02.80

11432 158,82 206,466.00

1.1432 206.75 1,023,412.50

1.1432 246.66 4,933.20

1.1432 18.91 2,779,770.00

1.1432 5,716.00 74,308.00

1.1432 l,760.S3 352,106.00

11432 146.71 32,276.20

1.1432 24.06 40,902.00

1.1432 1,030.01 247,202.40

1.1432 50.94 723.34aoo

1.1432 193.90 1,202,180.00

1.1432 4.05 615,600.00

1.1432 64.54 9,293,760.00

11432 71.00 213,000.00

1.1432 71.00 106,500.00

....... ~.~-~/ .......... . U11JHlJ"n~ 1t'm11i~'i\lllU1

mtiu 11111LLn~11n1(1ui1\nl'4ita ;t

2.3 EARlli EMBANKMENT

2.3(1) EARlli EMBANKMENT

2.3(1.1) EARlli EMBANKMENT

1.\.liJ1.lu ·············································-········-······ t11'YI ···························-- ao.·uft tiE\111.fu1 2.3(4) EARlli FILL IN MEDIAN & ISLAND

1.-rii..i1.lu -·········-···········-·····-·············-··········-···· 'U1\'I ········-···················· rionu{ llin"Mtlio 2.3(5) SAND Fill IN MEDIAN & ISLAND

1.\hn1u ............................ -································- u1'1 ························-···· fl9'1ui vitnnl1u 2.3(7) EARlli FILL UNDER SIDEWALK

Li'.IUL1'U .,_ ................................................ _ .......... U1)1 ············--····· ........ t11111~ft lliE1'MU1t1 2.4 SELEffiD MATERIALS

2.4(1) SELECTED MATERIAL "A"

Li'.hn1u ·--·-···············-· .. ······-····--··· ................. '\J1l'I ··········---·············· a11t1~fl oio~t1 3 I SUBBASE AND BASE COURSES

3.1 SUBBASES

3.1(1) SOil AGGREGATE SUBBASE OR SOIL CEMENT SUBBASE 0.20 M. 1HICK

L~tJLlu ................................................................ \J1"1 ......•....................... fl1111~ft llifl'M'Li1v 3.3 SHOULDER

3.3(3) EARl1i Fill VERGE

1\h.a1u ................................................................ tJ1"1 .............................. flot1~ft viennl1u 3.4 MATERIAlS TO CONTROL PUMPING UNDER CONCRETE PAVEMENT

3.4(2) CRUSHED ROCK SOlL AGGREGATE UNDER CONCRETE PAVEMENT 0.15 M. llilCK

L\Jui.1u -····-···--··-······---·····-···•••••••••••••·-······· \J1l'I -···-··-····-·--··- ftfl1~fl llit1'MtiifJ SURFACE COURSES

4.1 PRIME COAT & TACK COAT

4.1(2) TACK COAT

Li'.J'IJl."3U ................................................................ \J1'rl •............................• l'lil1~fl fto'Mii1fJ 4.3 ASPHALT CONCRETE

4.3(4) ASPHALT CONCRETE WEARING COURSE

4.3(4.2) ASPHALT CONCRETE WEARING COURSE 5 CM. THICK

Li'.J'IA1\I --···-- ........ ·--·--·······-···················· \J1't1 ·······-····-····-····-·· i'lll\1~fl flio"Miilf.I 4.7 JOINT REINFORCED CONCRETE PAVEMENT(JRCP.)

4.7(1) JOINT RBNFORCED CONCRETE PAVEMENT 25 CM. THICK, 0.00 < Wl < 8.60 M.

L\JUl."3tJ ··········--·-·····-············-......................... \fl'VI .............................. fl!111~ft firn.nilu 4.7(2) JOINT RBNFORCED CONCRETE PAVEMENT 25 CM. THICK, 8.61 < Wl < 18.60 M.

Liiil11u ······-··········-·-······-··--···········-·-·-···- '\J1'rl ····-······--···· .. ··•·•• il1J11~ff llio'Miiia 4. 7(3) JOINT REINFORCED CONCRETE PAVEMENT 25 CM. THICK, 18.61 < WI < 23.00 M.

Li'.JULlU .............................................................. U1l'I -·········-·-·····--···· ftlfl1~fl 11iUM\J1:t1 4.7(4) EXPANSION JOINT

LiluL1u -········----··-····--···············--······-····· \J1l'I -···-··············-····- i'lill1~t4' iiio'Mtllu 4.7(5) CONTRACllON JOINT

Li'.halu ................... " .................................... -····· U1'rl .... ···········---···-··· fl1J11~ft tio'Mtha 4. 7(6) CONSTRUCTION JOINT

Li'.JULlu ····-····-·····-······---·············-····-·-···- \J1'Yl ............... w .. , ......... i'11111~fl fio'Mii'lD 4. 7(7) LOl\GITUDINAL JOINT

Li'.h&lu ................................................................ 1J1\'l .............................. ftot1~fl fi0\!.1J1:U 4.7(8) DUMMY JOINT

LfhJL1U ................................................................ U1'VI .............................. ft1111~fl fiSM\hU

................. f.~.... .0 .. f.~ u111nl'lii11 ~1u1~~~~ ... .., 3 "' u1EJ1L~EJ1 Lmw~u.m

mhu \Jbnn1-11u

(ESTIMATED)

CU.M. 126,700

CU.M. 5,700

CU.M. 7,900

CU.M. 19,300

CU.M. 28,100

CU.M. 39,600

CU.M. 280

CU.M. 33,500

SQ.M. 20,200

SQ.M. 20,200

SQ.M. 21,700

SQ.M. 184,300

SQ.M. 3,120

M. 230

M. 18,000

M. 2,000

M. 43,600

M. 24,000

C-

lJ11l

ti1Ru

;! Tlft1UD:'Tift1L\lui'Jm14il8

STRUCTURES

5.1 CONCRETE B111DGES

S.1(1) NEW CONCRITT BRIDGES

S 1(1.1) lll1JDGE STA. 169+169.000 (BX40.00)

,RONYNAY WID1H 18.00 M. SKEW 0 DEGREE

Li'.JUL'iU ................................................................ \J1'n .............. -······-·-· ftlll14ft o:io'Mtl'JfJ

S.1(1.2) BRIDGE STA. 172+0S5.000 (9X40.00l

,RONYWAY WID1H 18.00 M. SKEW 0 DEGREE

Lihu1u ................................................................ \J1't'I .............................. 11111114,; tifno1ilio 5.1(1.3) U·TURN lll1JDGE STA.170+600.000 (LTJ(4Xl0.00)

,RONYNAY WID1H 12.50 M. SKEW 0 DEGREE

Li'.luLl'U ................................................................ tJ'lYI .............................. l'llil.14ft Pi~o 5.1(1.4) U-TURN BRIDGE STA. 170+600.000 (ITT.)(4X10.00l

,RONYWAY WID1H 12.50 M. SKEW 0 DEGREE

Li'.JUL1U .............................................................. \J1't'I .............................. "1111141'\ fiD'M1¥lll 5.1(1.S) U-TURN lll1JDGE STA. 173+100.000 Q.TJ (4X10.00)

,ROADWAY WID1H 12.50 M. SKEW 0 DEGREE

LtlUL'iu ................................................................ U1ll .............................. tt'114ft l'in111iliu 5.1(1.6) U-TURN BRIDGE STA. 173+100.000 CRT.) (4X10.00)

,RONYNAY WID1H 12.50 M. SKEW 0 DEGREE

Li'.hn.1u ................................................................ tJ1't'I .............................. ttliln4fi Pin"MilifJ 5.1(1.7) U-TURN BRIDGE STA. 174+300.000 0..TJ (4X10.00l

,RONYNAY WID1H 12.50 M. SKEW 0 DEGREE

L\11.Jl'iu ................................................................ \J1Yl .............................. t'lvr"Wfi PiEl\.nhu 5.1(1.8) U-TURN BRIDGE STA. 174+300.000 CRT.) (4X10.00l

,ROADWAY W101H 12.50 M. SKEW 0 DEGREE

LiJuLlu ................................................................ u-ni .............................. ttoi'}.;ft Pie~o 5.1(1.9) BRIDGE APPROACH STRUCTURE

LWLlu ................................................................ tJ1"1 .............................. ft11114ft RD"Milio S.1(4) lll1JDGE APPROACH SLAB

LihAlu ............... ---·-·······-················-··---···· t11l'I -·········--······-····- i'111114ft 9'0\t\l1u S.1(7) PEDESTRIAN BRIDGES

5.1(7.ll AT STA.172+435.000 (APPROX.) TYPE A

LWL'a'U --··-··· .. ·····-········--··············-·····-···-··· t11l'I .............................. nw14ft Ro'Mii'uJ 5.1(7.2) ATSTA.173+808.000 CAPPROX.lTYPEA

tWLlu ............. ·-··-·······---···········-····· .. ········· u1l'I .............................. t'l~14ft tio,.,mv 5.1(8) PILINGS

5.1(8.3) P.CP1LE 0.40M.X0.40M.

l\J\iLl1J ................................................................ 'U1\1 .............................. t'llll'\.;rf oiE'MilifJ

5.1(8.4) SORED PILE DIA. 0.80 M.

L.nuLlu ............ ·-··-·-····································· .. \11'11 .............................. flli\14ft Piwii'lv

5.H8.5) BORED PILE DIA 1.20 M.

LW1'.h.I ................... _ ............ ___ ......................... \J1TI -·····-······--···--··"···· ftfl1~ft Pitnnl1fJ 5.1(9) STAllC PILE LOAD TEST

5.1(9.1) BORED PILE DIA. 0.80 M.

1WL1\J .-.. ···--.. ···-·················--···--···-···--············· tJ1lt -···-········ .. ··••···••·•·• ftlil'\.;ft oio'dtl-;iv 5.1(9.2) BORED PILE DIA 1.20 M.

1W11u ............................ _ .................................. \J1l'l .............................. ftlll1~ri Pin"dii'lt1

oV O.~ \J1EJom-tla a1\J1'1'4\ll~ \J1EJ1LiJEJ~ Lnii°EJ~LLn'l

mhv

M.

M.

M.

M.

M.

M.

M.

M.

SQ.M. I

SQ.M.

EACH.

EACH.

M.

I M. M.

EACH.

EACH. I

\J1111N"'11

(ESTIMATED)

320

360

40

40

40

40

40

40

2,6S6

1,170

1

1

5,400

3,850

2,320

2

2

~ 'U1Eltnfi\llcJ LiJEJ1-J1

~ir1Yl 3 •nn 18

111t1Pinmhu

(trm)

367,257.43

379,153.36

92,388.49

92,388.49

92,388.49

92,388.49

92,388.49

92,388.49

12,133.99

1,593.43

3,533,399.74

3,533,399.74

2,625.01

4,853.78

6,454.10

346,935.57

501,353.50

,nu,1u (U1~)

117,S22,377.60

136,495,209.60

3,695,S39.60

3,695,539.60

3,695.539.60

3,695,539.60

3,695,S39.60

3,695,539.60

32,227,877.44

1,864,313.10

3,533,399.74

3,533,399.74

14,17S,(l43.20

18,687,053.00

14,973,S12.00

693,871.14

1,002, 707.00

~Ck-' ......................................... \J1EJ~t1fl~ ~~~'U~{~D~

FACTOR

F

1.1458

1.1458

11458

l.145B

1.1458

1.1458

1.1458

l.145B

l.14S8

1.1432

1.1458

1.1458

l.14S8

1.1458

1.1458

1.1458

1.1458

ntt11fom.ha

ftDlfi1 F

420,803.56

434,433.92

105,858.73

105,858.73

105,BS8.73

105,858.73

105,858.73

105,85B.73

13,903.13

1,821.61

4,048,569.42

4,048,569.42

3,007.73

5,561.46

7,395.11

397,518.78

574,450.84

nrnnn14

(trm)

134,657,139.20

156,396,211.20

4,234,349.20

4,234,349.20

4,234,349.20

4,234,349.20

4,234,349.20

4,234,349.20

36,926,713.28

2,131,283.70

4,048,569.42

4,048,569.42

16,241,742.00

21,411,621.00

17,156,655.20

795,037.56

1,148,901.68

Mt\u ii

11ft'lllft:11ft1L0vft"1\tUti1D

5.1(10) DYNAMIC LOAD TEST ON

5.1(10.2) BORED PILE DIA. 0.80 M.

L\la1u ·····················-···· .. ···-······························ u1l1 -·····--··-·············- n111t.t lliE'MU1t1 5.IU0.3) SORED PllE DIA. 1.20 M.

Liha1u ...................................................... ~·-· .. u1'1 -·--··-···-···-··--- l'IMtft fio"M'11t1 5.1(11) SONIC LOGGING TEST

5.1(11.2) SORED PILE DIA. 1.20 M.

L\l\n1u ..................................... ·-·················-····· uin -·-----·----·-- i1P11tft Pio""'1v 5.1Cl2l SOIL INVESTlGATION TEST (IN 50lll

LilWu ··-·····-····-·-···-····-····-····-·-····-- u1t1 ............................ - n1111•ft "tnnilu 5.1(13) DRILLING MONITORING TEST

LihJL1U ................................................................ \J1't1 ··················--·····-· l'l9114ft fiE'M\J1U 5.1(14) SEISMIC INIRIGRITY TEST

L\hn1u ................................................................ \J1't1 .............................. nw14ft ti£1"Mi11u 5.2 R.C.BOX CULVERTS

5.2(1) NEW R.C.BOX CULVERTS

5.2(1.1) AT STA.170+263.975 SIZE 2-1.SOXl.50

Ltl'Ul.lu ·--···············-· .. ···········-·····-···· .......... \11'1 ···············----·--· l'IMtft MD'Mii'la 5.2(1.2) AT STA.170+955.928 SIZE t-1.50Xt.50

L\ltn.1\1 .... _ .......................................................... \fltl .................. _ ......... r11111tft liiwVu1 5.2(1.3) AT STA.171+670.725 SIZE 2-1.SOXl.SO

L\hn1u ······-····· .. ························ .. ·-·················- u1t1 ................. ·-······-- at11tft titnnilo 5.2(1.4) AT STA.171+795.254 SIZE 2-1.SOXl.50

d'.IU1.1U ···----·--····-·---··········-·················· \J1't1 ··-········-················ l'IR1~ Rom.he 5.2(1.5) AT STA.171+971.000 SIZE 1-1.SOXl.SO

LWi:lu ····---···-·--·-··----··········-.. ·-··············- \J1YI --·--····-···--·· atr1•ft llitnnilu 5.2(1.6) AT STA.172+091.600 SIZE 1-1.SOXl.50

LiJU11u ----··--···-··-····-.. -·-················ 'U1'11 ········----·-········ rlfl14ft fia"1J1v 5.2(1.7) AT STA.172+237.014 SIZE 2-1.SOXl.50

Lih.iL':fu ----···-···-···-···-·--·~-·--····- \J1'1 ·······················-·-·· ftPl14ft fiE>'M\ilV S.2(1.8) AT STA.172+866.000 SIZE 2-1.50Xl.SO

Li'.1\A1u ---- .-~····---·- ......... -····- u1t1 .............................. n1111tA lilio\Uilu 5.2!!.9) AT STA.174+252.548 SIZE 2-1.50Xl.50

L\l'Ul.°l'U -·······---·----·----··-···············- \J1l1 .............................. 81i1114ft fiE'Miiltl 5.2(1.10) AT STA.174+412.751 SIZE l-1.50Xl.SO

tth.A1u -····-·····--··-----·-·····--·····-······-······· Ul\1 .............................. r11111tft tio"1l1t1 5.2!3) R.C. BOX CULVERTS SIDE DRAINS

5.2(3.2) SIZE 1.20Xl.20 M.

LiluL1u .......... ··-·--·--.. ·-··········--·-·-····-··-· \J1'1 ..................... - ....... t11111•ft RoMUiu 5.2C3.3) SIZE 1.SOXl.50 M.

Lihn.1u ··-··-···-········-···-··············-·-·-·-·-·-·- u1't1 ................... - ......... nR1tft tin...nl'lu 5.2(4) RC. HEADWALL FOR SOX CULVERT

5.2(4.5) FOR SOX CULVERT SIZE 2-1.SOXl.50 M.CONE SIDE)

Lilu~1u -·········--···--·· .. ····---·······-······-·····---···---· tn'1 ···················-··-····· na1•ft Atnt.ii'lv

................... ~. D~ .. ~ u1uiilll1'U°u li1u1'11i1!1~ - ... .s " u1u11~u1 1n~u~~n1

111ho llbnwnu

(ESTIMATED)

EACH. 2

EACH. 4

EACH. 90

M. 150

EACH. 90

EACH. 630

M. 45

M. 45

M. 45

M. 45

M. 45

M. 45

M. 45

M. 45

M. 45

M. 45

M. 2,050

M. 9,860

EACH.

~ ... 1J1!J81~lllV L~!J1~1

,.,,t,.yl 4 -;i1n 18

n11·11hnnlio ,o,.,;,, (\ntl) (trm)

82,230.12 164,460.24

110,355.12 441,420.48

15,381.72 1.384,354.80

700.00 1050000.00

5,000.00 450.000.00

500.00 315,000.00

18,574.47 835.851.15

10,606.72 477,302.40

18,574.47 835,851.15

18,574.47 835,851.15

10,606.72 477,302.40

10.606.72 477,302.40

18,574.47 835,851.15

18,574.47 835,851.15

18,574.47 835.851.15

10,606.72 477,302.40

8,213.09 16,836,834.50

10,449.06 103,027.731.60

22,699.21 68,097.63

~~c.-u1un~1n1 ~~~u~i~a~

FACTOR

F

1.1458

1.1458

1.1458

1.1458

1.1458

1.1458

1.1458

1.1458

1.1458

1.1458

1.1458

1.1458

1.1458

1.1458

1.1458

1.1458

1.1458

1.1458

1.1458

11niRomJ10 11"1001>1

~woi F (\ntl)

94,219.27 188,438.54

126,444.90 505,779.60

17,624.37 1,586,193.30

802.06 120,309.00

5,729.00 515,610.00

572.90 360,927.00

21,282.63 957,718.35

12,153.18 546,893.10

21,282.63 957,718.35

21,282.63 957,718.35

12,153.18 546,893.10

12,153.18 546,893.10

21,282.63 957,718.35

21.282.63 957.718.35

21,282.63 957,718.35

12,153.18 546,893.10

9,410.56 19.291,648.00

11.972.53 118,049,145.80

26,008.75 78,026.25

. ..... ~~!. ........... . ~~.¥ -~ u1mn1nnl'I mmin'119ll'\.11

Miu ~

11ft"\Uft:1"\ft1Lihai'-ntJ'1il8

5.3 NEW R.C. PIPE CULVERTS

5.3(1) DIA. 0.30 M. CLASS 3

LiliJLl\J -···················································••••••••••• \11YI ·---··-· .. -········- 81111.tft fitJ'M1.ilt1 5.3(2) DIA. 0.40 M. CLASS 2

l\l'Ul.1\J . ..,-······-··············-·-·· ~---· ~······---····- \11'1 .... ······-·-·-···- 2'1111.,,ft ftn\4\i'UI 5.3(3) DIA. o.60 M. CLASS 2

Ltl\JLW ·····················--··-·-····--···················-··- 'U1'1 ··········-·-·--···-- 01111.,,ft REl'Mtl'UI 5.3(4) DIA. O.SO M. CLASS 2

lihJL1\I -············-···· .. ···· .... ··········- ···········-··- \11'11 ···-········-········-- i'Hlfl.,,ft fitnnJiD 5.3(6) DIA. 1.20 M. CLASS 2 t\h.nli.i ............................... -... , ........................... \11\1 .............................. ftA1U~ fiE'MliiU

MISCEll.ANEOUS

6.3 MISCEUANEOUS STRUCTURES

6.3(1) R.C. MANHOLES 6.3(12) lYPE B FOR R.C.P. DIA. 0.60 M. WITH STEEL COVER

Li'.IUL11J -··--···················-·········· ....................... \J1t1 ••....•..•••.........•.••.••.. 8R1.,,ft fiE'R1i1U 6.3(1.4) TYPE D FOR RC.P. DIA. 0.80 M. WITH STEEL GRATING COVER

LilUL11J ................................................................ \J1'1 .............................. ft\J\1'1ft fi£nn11o 6.3(1.10) lYPE F FOR BOX CULVERT (CLOSE lYPE) SIZE 120Xl.20M.WITH RC.COVER

LiJUL11J ·-............................................................ \J1fl ........................... - ft'111'1ft fi0\.1U1El 6.3(1.11) lYPE F FOR BOX CULVERT (CLOSE lYPEJ SIZE l.50Xl-50M.WITH R.C.COVER

tUUL11J .............................................................. \J1'11 .............. - .............. n111"Nft timnhu 6.3(1.13) lYPE F FOR BOX CULVERT (CLOSE lYPE) SIZE 120Xl.20M.WITH STEEL GRATING COVER

tW11\J ..................... - ....................................... u"n'! -········-·····-·-·· n1111.,,ft tit.nnilo 6.3(1.14) lYPE F FOR BOX CULVERT (CLOSE TYPEl SIZE 1.SOXl.SOM.WITH STEEL GRATING COVER

tti1JL1\J -·-----·---· ................................. ---··· u'1\'I -···-···········--···· noruft Ro\nilf.I 6.3(1.15) lYPE H FOR R.c.P DIA. 1.20 M. WITH RC. COVER

LilULlU --·-·-- ----·-·-···-·-·-········ \11'1 .............................. ftVl1'1ft ftO\nilu 6.3(1.18) TYPE I FOR SINGLE BOX CULVERT SIZE 120Xl20M.WITH R.C.COVER

LilUL1u ---- -----······-···---······-·- \J-nt -···-···-········-·····- a1111'1ft lio'Miliu 6.311.19) TYPE I FOR SINGLE BOX CULVERT SIZE 1-50Xl-50M.WITH R.C.COVER

tW'lu -------~--~--··--·············- u1'r! .............................. 111111.aft limn.ha 6.31122) lYPE J FOR MULTIPLE BOX CULVERT SIZE 1.50Xl-50M.WITH RC.COVER

ti'.h.A'lu ···········-·----·-··--··-···--···-··· \J1'1 .............................. ftlll1'1ft tirnnliu 6.3(2) MEDIAN DROP INLETS

6.3(22) TYPE B : FOR BARRIER MEDIAN

t\l1Jl.11J -·····-·······-······--··-···-··-······-············- 'U1YI .............................. ftlll1'1ft PiE'MiliV 6.3(3) R.c.RECTANGULAA PIPE FROM CURB INIET

L\hn.'3y ~·-··· .. ·············-·· .. -····-·-·····················- \J1\'1 .............................. ft"1'1ft fitl\4\litl 6.3(7) R.C. LI-DITCH

6.3(7-5) lYPE E

tW!.1'U ····-·············································· .. ······· \J'l'n .............................. a111"Nft lliowU1u 6.3(7 .6) lYPE F

,\11J1.1\J ............................. ··---·-·---··-····-··- U1\ll ···········-················ tlfl1'1ft RO\.!.ii'>ll

uV .tx~ ... u1vu911offv ii1u1.i1.1Pl~ 'U1!J'iL;J!J~ Ln§!J~LLm

"1ho .inn ... ,,,

(ESTIMATED)

M. so

M. 320

M. 210

M. 130

M. 100

EACH. 20

EACH.

EACH. 140

EACH. 700

EACH. 12

EACH. 25

EACH

EACH.

EACH.

EACH. 15

EACH. 15

M. 550

M. 960

M. 2,750

~ 'U1!Je>1iilll6 L;J!J1'1i1

V1u1fi s ~nn 18

niintitnnhu '~uWu FACTOR nrnRomJ·u1

I 1'1ft10l'l1'1

('U111) ('U111) F ~011h F ('U111)

526.80 26,340.00 1.1432 602.24 30,112.00

679.06 217,299.20 1.1432 776.30 248,416.00

1,383.63 290,562.30 1.1432 1,581.77 332,171.70

2,186.06 284,187.80 1.1432 2,499.10 324,li83.00

4,156.14 415,614.00 1.1432 4,751.30 475,130.00

17,746.90 354,938.00 11432 20,28826 405,76520

27,765.33 222,122.64 1.1432 31,741.32 253,930.56

26,610.07 3,725,409.80 1.1432 30,420.63 4,258,888.20

30,962.16 21,673,512.00 11432 35,395.94 24,777,158.00

36,802.71 441,632.52 1.1432 42,072.86 504,874.32

41,234.16 1,030,854.00 1.1432 47,138.89 1,178,47225

64,982.66 64,982.66 1.1432 74,288.IB 74,288.IB

35,829.03 107,487.09 1.1432 40,959.75 122,87925

42,239.44 337,915-52 1.1432 48,288.13 386,305.04

59,910.85 898,662.75 1.1432 68,490.08 1,027,35120

9,724.45 145,866.75 1.1432 11,116.99 166,754.85

1,431.65 787,407-50 1.1432 l,636.66 900,163.00

4,495.22 4,315,411.20 1.1432 5,138.94 4,933,382.40

6,132.12 16,863,330.00 1.1432 7,010.24 19,278,160.00

~0-· o(.,,J u1vfhnm i'l~\iu'l'l{vm~ u1va"~n~1~eiqn.i1fllu1

Miu II

11ft1u.n=11ft1Lilui-nN11au

6.3(11) RETAINING WAl..L

6.3(112) RETAINING WALL lYPE lBIR.C.WALU

Lihal\I ················-·····························-··········-- \J111 .•............................ il1J11'1ft fiE1'fLl18 6.3(11.3) RETAINING WALL lYPE 2A (FOR SIDE WAl..K)

Lihnlu ·······-········-········"·································· 'l.11l1····························-1'1"11'1ft fiBl'lii'la 6.3(11.7) RETAINING WAl..L lYPE 4(CANTILEVER AND SPREAD FOOTING)

6.3(11.7.ll 0.00 M.

ft-ii'u ~

Tlft'lllft::':ll'lf'1l01Jft'ltN'4i1D

6.9(4.2) lYPE U FOR GUARDRAIL

Lihnlu •..•..•••.......••. ····-·····················--···· ......... U'l'r'I .............................. i'ltsti~ft tio"1li'lu 6.9(4.3) lYPE m FOR BARRIER

LiluLlu ···································-··-····-················· \J1'1 ........................ --·· ft'1114ft ,je\'ltl"Jv 6.10 TRAFFIC SIGNS

6.10(1) SIGN PIJ\TE

6.10(1.1) HIGH Ji'ITENSflY

ltlULlU ·---·····-·············· .. ·····················-·· .. •······· U1l1 -·········-·-·············· "'11114fl vi9"liiu 6.10(1.2) VERY HIGH INTENSITY

1iluLlu ··--············ .. -·······················-················ \J1'M ···················--···--- "'m4ri Pioln.i1v 6.10(2) SIGN POST

6.10(2.2) R.C. SIGN POST SIZE 0.15 X 0.15 M.

Li'.J1J1.ltJ ........ ·-···-···· ............................................ \J1,, .............................. ftlJl1.;f'i fiDMtl'ltl 6.10(2.4) STIEL COLUMN SQ. 75X75X32 MM.

Lihn.1tJ ·---····--·-···········-······-......................... u,,, .............................. ft1111.;H fiv"1ilit1 6.10(5) OVERHEAD SIGN BOARDS.

6.10(5.1) MOUNTING ON STEEL TRUSS AND STEEL POLE.

1iluLlt1 ··················----························-····-·-···· \J1'rl .............................. ft1111.;fl tia\'ltl"Ju 6.10(8) STEEL FRAME FOR MOUNTING 20.00M. '1 .............................. a0111~ft Piultiliv 6.11(12) SUPPLY PILLAR

6.1 IC12.2l MOUNTED ON CONCRETE 'FOUNDATION

1Uu11u ................................................................ \J1'r'I ·~--····-.................. i'lli\1.;ft Me"M'li'lv

................ ~ ...... . (J ~ . ... ! ...................... . - Q 3 u

'!J1V1L'!!EJ~ LnaEJ~LLn1 '!J1uo~~iu a1'!J1~~~~

•11hu tAmn1>11u

(ESTIMATED)

EACH. 60

EACH. 1,000

SQ.M. 1,360

SQ.M. 240

M. 250

M. 300

SQ.M. 270

M. 110

EACH. 10

EACH. 10

EACH. 100

EACH. 150

EACH. 75

EACH. 2

EACH. 2

EACH. 18

EACH. 10

I

~-'W1um~~u 1iimi'h

wt!1YI 7 -.i1n 18

11ft1Ruml1u 1w1'11 FACTOR 11Mlliomho 11ftinn"N (1J1M) (U1M) F ~WM F (U'nl)

80.00 4,800.00 1.1432 91.46 5,487.60

80.00 80,000.00 1.1432 91.46 91,460.00

3,491.97 4,749,079.20 1.1432 3,992.02 5,429,147.20

5,061.97 1,214,872.80 1.1432 5,786.84 1,388,841.60

439.70 109,925.00 1.1432 502.66 125,665.00

567.49 170.247.00 1.1432 648.75 194,625.00

5,360.04 1,447,210.80 1.1432 6,127.60 1,654,452.00

7,256.08 798,168.80 1.1432 8,295.15 912,466.50

101,058.90 1,010,589.00 1.1432 115,530.53 1,155,305.30

34,695.06 346,950.60 1.1432 39,663.39 396,633.90

32.43&44 3.243,B44.00 1.1432 37,083.62 3,708,362.00

42,343.50 6,351,525.00 1.1432 48.407.09 7.261,063.50

36,945.68 2, 770,926.00 1.1432 42,236.30 3,167,722.50

380,388.02 760,776.04 1.1432 434,859.58 869,719.16

50,059.70 100,119.40 1.1432 57.228.25 114,456.50

17,000.00 306,000.00 1.1432 19,434.40 349,Bl9.20

327,0B5.20 3,270,B52.00 1.1432 373,923.80 3,739,238.00

~~ a("'/ ......................................... . ......................................... '!J1EJ\;'!!1m l'l~~'WYl1°'1!l~ '!J1ual.IM'n~ Ltm1ii~19ll'!J1

tiilu i1

T\ft1U.t't:'1tnrihni'l\ti1ilihV 6 t l(t4) RELOCATION OF EXISTING f!()AJY>NAY UGlfTlNGS

6.11U4.ll SINGLE BRACJSNA SANGUINOlENTA BLUME (uo .. 1li)

LiJuLlU ··-·······-···--··--············••••·•••••••••••••••• .. ·• \1111 .............................. l'flll1~ft tiOl4i.i'>U 6.15(4) GRASSING

6.15(4.1) NUAN-NOI

L\IU\'3U -······-------····---.. ·---·M• .. ·····-··"'"•"••••• \J1l1 .............................. 01111~..- el£1\tU1fJ 6.15(5) EARTH FILLFOR LANDSCAPING WORK

LiJ'UL1U -··-·-·····-····--····-································- U1\1 ............................ - ftM~ft fi'EM\f)tJ 6.16 NOISE BARRIER

6.16(1) ACRYLIC REINFORCED

~!Jtuli.i ·············-············-··········--·······-··-·····- u111 .............................. 11vi1~,( 11(0\tUiv

~ o·~· ...................................... u1vii'lll~iv !i1u1~'l!lllti u1v1Liiv~ mifv~LLn1

mha \R1nN•111 (ESTIMATED)

EACH. 60

EACH 160

LS. 1

SOM 1,900

SOM S,500

SQ.M. 4,000

SQ.M. t,500

EACH. 900

EACH. 13

SQM 300

SO.M. 130

SQ.M. 20

SQ.M. 200

SQ.M. 1,200

CU.M. 2,800

SQ.M. BOO

I

~-u1v!l1Vil116 1iiv1'1i1

u .I 'Vl\l.1'Yl 8 ~1n 1 B

111'1"11iumi·n1 1iluwu FACTOR 11A1PiuwU1u 11ft10ft1

ft1iu ~

11ft1u.p:11n1L\JuR1W4i'8

6.17 BRIDGE DRAINAGE

6.17(1) GUUY

ii'.IU11'U ···························-· ··············-···-···--·-· U1'1'1 ---··--.. ·-·-·· flli'l14ft fi~u 6.17(2) GRATING

LWL1U ................... -······-···-··--·······--·-·······- \J1'1'1 fltn4ft flinlnhu 6.17(3) PIPE

6.17(3.1) HOPE PIPE DIA. 125 MM. Lilu1u ~ ............. -.............................................. \11'1'1 ............. __ ......... UPl"Hft oiElt'\J1tJ

6.17(3.2) HOPE PIPE DIA. 200 MM.

Lilmh ................................................................ u1ll --·····--··········-··· """" ~amhs 6.17(3.3) PVC PIPE DIA. 200 MM.

L\JU11\I _ .............. - ........................... _ ...... - ... \J1l'I ......... - ... - .... ·-- 111111~ ti~ll 6.17(4) CATCH BASIN 1\J'U11u ...................................................... _ ........ \J1'1'1 .............................. fllll14ff PiD\1i.l1V 6.17(5) TRANSITION CATCH BASIN LWL1'U ................................................................ tJ'l'l'I .............................. Hot1'1ft Pio'KU'lv

SAFETY ADMINISTRATION DURING CONSTRUCTION

8.1 TRAFFIC SIGNS AND DEVICES DURING CONSTRUCTION LlJ\IL'au ................................................................ 1..11'1'1 ..................... - ...... 'a11114ft fi~thtJ 8.2 TRAFFIC ADMINISTRATION DURING CONsrntJCTION 1i'.h.n1u ................................................................ u'll'I .............................. n11114fl Mei.n.ilu

ti1H'1tn111N 9.1 ri11-i11H1edleuft::ii4frnnt1H1111a::wmlum1t11\Jf'J1l41\I Li°hAlu ................................................................ \J1YI ............. -............... n1111ui titnnha 9.2 ri111i1ri11im1ui'1t1111

LW1u ··-··-···-.. --.. -........................................ \J't'n ·--··-····-···········- lflil14ft titnn};1u 9.3 ihvu.nMl'll"'utmnNifnio4U.1.;n11 wi:/\tlfl ]l14111041111'WiMD41n'Nm1

d.'Jun\I _ ........................ --···-···· .. -·---· .... --. 1J1'1'1 ...... - .. ·-·---·- 1111114ft tlo ... mo 9.4 rhli'titJ.;1ultfih ,Uui,1\1 ......................... - .................................. 1J1'n ............................ _ ei1114ft ftO\nilv 9.5 ri1lft1au1111n11'Ttoi10.;flURt1nn't1uft.;u1t1ftmnh4') ,w1u ........ _. ____ .. _ ............ - .................. u1Y1 .............................. aR·uft fio\.11..ha

(1) 1i1n'rnlfi1nuilllt\H1'UriunTI4l114

,,.,,.,,,,f,iflri!unil'o•L;SULWOOW•il•

(l'l~.fliwd4;nv~Ruul1ft1'Uu)1u.11-uLnnuhnr11niua111iomi1~uui11.11'l'lifH~14ft)

woo

EACH.

EACH.

M.

M.

M.

EACH.

EACH.

LS.

LS.

LS.

LS.

LS.

P.S.

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(2) ~l'ITUwi141\1111'lnpH1'UrifJ1'1114fl:'n1\IUftniot.,.,~tlll (3) unnmi1lithunlft~11!'i'oth,.,'llfluru::•hlii1v6u1 (4) ft1 Facter 41\lrlol'li14'11~

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U1EJDlll"ioUEJ D1U1'11.jl'l~ U1EJ!l1VilllU LiiEJ1t1

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280

280

280

1,540

80

16

12

I

I

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I

I

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ntnPioM1l10 rilu.;,, (tml) Clrml

1,044.29 292,401.20

836.45 234,206.00

945.36 264,700.80

1,457.()4 2.243,841.60

1,217.71 97,416.80

9,552.73 152,843.68

12,298.56 147,582.72

1,205,023.18 1,205,023.18

5,708,380.49 5, 708,380.49

7,339,200.00 7,339,200.00

3,038,000.00 3,038,000.00

10,000.00 10,000.00

1,743,000.00 l,743,000.00

306,688.00 306,688.00

nlAUm'lu 1.006.375.381.50

499,203,589.69

494,734,903.81

12,436,888.00

1.1432

1.1458 =;L-0

Lfl'Hm"iriaah:ivn:ivm1.:i~111m~"!l3a.-W'V1v1 - a.a~~u ~au3 ~."ll~'l.ii

n11.168+ 100.000 - n11.175+442.000

1W'.lfl.Lml l.1um'itl'i::lJa~1en::uu8L~n'Vlwiint19l1lJ1fl'i~m'i-if1~~u'WL\'.Junw;1nwu11 nw'Vl1~\.la'l~il::~

3.1.2.1.3.1 'l11Hwn 1 'l11H'U!l'LI 'VlimJ'l1a4J1l'Uiij'111'Ll11111iiumm'i1 36 111uJ. 19i1J4'Ll!l'Ll'Vliau~'U!l'Ll'!l'U11111iiua1Jn'i1 5 ~Ill ~1~a~1 u.a::1p.Jmcl!i1m1Jm1ua::1111n~'U'J '11'U'l'LI 1 '11a4 3.1.2.1.3.2 '11a4wn 1 '11a4'U!l'LI niau'11a4J11'Lliij'1 11'Ll1111liiua1Jn'i1 18 111'l.ll. 19i1M'Ll!lu'l'liau~uau11'U11111iiua1Jn'i1 5 ~111 ~1~a~1 u.a::eit1mcl!i1'U1eim1ua::1111n~'U'J '11u1'LI 12 '11a4

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9.1.3 A11ii1\ia-3t.l~Uii-l1Ufl1Uf!11-31uu.aaVla\'i"flaun1111tuaU1:u ~uvfbJummi1 36 lll"i.11. I I 4 4. a.I

9.l.4 ,fl11'U11fl"ia~11a'V1111mma~ I I d 4 ,

9 .1.5 A11 '!111fl'i8~118'Vll11'18~LmaVla'VI

9.1.6 lfi1Lii1Lfl~8~i'l811W1L!ll8{ 4 'qVI

9 .1.7 fi11 ii1Lfl~a~ljaa1'i1~

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9.1.10 lfl1U'im'i Internet

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6,500.00 208,000.00

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4,500.00 144,000.00

4,000.00 128,000.00

6,440.00 6,182,400.001920 U1'Vl/1U/~U

900.00 28,800.00

7,339,200.00

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9.3.2 1,u\i1aa-3'!Ju1111Eia'!Ja-ltF1"i~m'i '!Ju1111i.2 UJl'l"i x 1.8 UJl'l"i

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9.4.2.2 f'l1~111~.:i'Vli!eiu.t1a.:ilv1vh 30 !WA V11'eilJeit1mru 10 '11111 170,000.00 1,700,000.00 9.4.2.3 f'l1~111~.:i'\lll!eiu.t1a.:i1vlvh 5o !WA V11'eilJeit1nwr '11111 240,000.00 0.00 9.4.2.4 rhlliei1vl 10 LL'vi.:J 1,000.00 10,000.00

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'i1lJf'l11-tl~1i:mu1vlvh (9.4) 1, 7 43,000.00

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9.5.2 fl1'if'llJ\J1AlJ'tl'Ua.:i 32 L~e:J\J 1,667.00 53,344.00

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9.5.4 Ll'l'i'l!IO'il - .i'.:Jf'llJ 32 L~tl\J 4,167.00 133,344.00

f'l1t-U~1flm111'im'iL~eiilei.:inw:.mnwV1u~.:iu1111aeii.illi1.:i1 (9.s) 306,688.00

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