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ตัวอย่างการคำนวณราคากลาง PARA-AC

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Published by nattakit2267, 2022-03-23 04:54:52

ตัวอย่างการคำนวณราคากลาง PARA-AC

ตัวอย่างการคำนวณราคากลาง PARA-AC

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fifusvh-nan lavtaninmasaAvmnariminYmm'jfliinflirif’nna'miaavtawflaunlei

HailfjnviTn Miuiiamvitiawiffwvl ai-mPm s)/b£<Z<Z “Natural Rubber Modified Asphalt

Concrete” futhtnauanEj ui)brla,3Jjm?aiui{uÿim«uviu nnaonnnifliinnjuainsnnffiinfu'nfn

wtiviunmiaaflawfiatinlwwaiJEinYn-n iiaxtJisBiuatuKnÿjjmÿimtuiaQiuivunsajjnTjmvua

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® ii%AA JAO ei&(\ *i£L ( inauuwl lamanaau )

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(v! turn nad'1|wifl'3fcyft») tbssnuflOJtrHmriannnuinvn-in'nriivruei

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(u-iatptvia uwniift

Is n.gj. UXb

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uuuvJaiumifiiwituiimÿuYj'u-a'm uofrrftiRnevift

PARA-ASPHALT CONCRETE ................ CM. THICK

v
ljrmQUTU PARA ASPHALT CONCRETE + ASPHALT CONCRETE Vwln«fm

finiutMqilfmu 80 mi fiu. (Iiiimi 300 mj.)

-fiiwimifnajufru 250,000 / W

P1U

fintn-3 Para AC mi @

fiimi nu.w. @

fhehmufm + finiÿoiiWftuQtfÿuofrWniiinovifnÿ (3)

pinnj%4tT-3 v X 1.10

mj.

fhaimufm + miÿainja'imiasijpmuviin 5BU.

XX (4)

X 1.10

fhl&htjsiy

anuimiTju /

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Awÿ

(3) , (4) fhamhifm + fhmouwayiasejuofrvtaTOounlfl uas fhflimufm

0Oflii0mimj«0ma40Nci pnyManmtuÿmiflÿumnaiÿmn

MODIFIED ASPHALT CONCRETE iiJOÿifljjÿilgijÿmuasyi

fhihÿfnvntafawaimimm uasaiusÿmfit'tfinnrn-mvi AS

CONCRETE iiasnÿlwmwiiliiri'mjpi'mj

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tlÿwirumÿ'wiii (PARA-ASPHALT CONCRETE)

pm

(1) U1YI/WU
(2) UTM/AVI

UTYI/mJ
IDYl/mi
UTM/mi
UTM/ÿTU

invi/mi
invi/mi
mYi/m.u.

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imsmlyniTnofiTniln&fioifniinn'H-mSapmfmtf unJaO'JDt-aiÿoma-i

SPHALT CONCRETE VTITHITJ lutfupiomoinisltfflTuna'umoHary ASPHALT

?fi0m4fn‘5ftn4iw<nf)iÿ,wijwÿit4U0OfÿQÿ0,wn1ww0fj

PARA-ASPHALT CONCRETE 5 CM. THICK

lfixntlMTU PARA ASPHALT CONCRETE » ASPHALT CONCRETE vulfl

fmiiiffaqiJrnfu 80 mirafta 150.00 mj. =

riiStajfaiflitMNmj = 250,000/ 10,000.00

01014 Para AC 0.052 mj @
0.740 mj.u. @
oiiiu
1.00 flU.
fhfhiuufm + niiÿeajwpfu'J'prouofryfa'yiftOTjrno
fllHUlfo

fhaiiuuim + mitffliijJmfutflsijeimjmn

11.18 x 1.10 x

fhltfrwmu

fil4TUmjY)U

finTunummu 30.00-30.99 uin/a

viiOOivm :

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jj£n>3,wi‘5i (PARA-ASPHALT CONCRETE )

lttm* — 10,000.00 mj
2.33
40,920.00 211.48 inn/wvi = mYl/flU
377.72 25.00 mo/mi
382.79 x 1.10 2,127.84 U1Y1/WV1

5 nJU. 279.51 UlYl/m4
8.33 421.06 UlYI/mJ
8.33 uin/mi
2,964.56 / 6.38
mn/mj
102.44 mn/mj
2,964.56
urn/w3.u.
355.88

355.88 UTn/ttHJ.

aws fntupJuiJfie)

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niouuniimwiwiiniwunuiiasnilminimcMiuuoaifaflfioiifwiwawmi

PARA ASPHALT CONCRETE 5 CM

lfiuifu-nu ASPHALT CONCRETE tfiTnufm = 10,000.00(1) mi
fhmitfaqilfmu so fill mao 150.00 mi. = 211.48 inn/mi (2) 2.33 (3)
uiw/rni

= 250,000/10,000.00 (i) 25.00 (4) in n/mi

filBH PARA AC 0.052 mi @ 40,920.00 (5) = 2,127.84(6) inn/mi

flIHli 0.74 au.il. @ 377.72 (7) 279.51 (8) inn/mi
421.06(10) inn/mi
nimmumn-finilouwaij'ifrqiiofnlanfiaimlw 382.79 (9) x 1.10 = inn/mi
6.38(12)
fimuitt 1.0 mi. (li)

fhmtuufm + fruÿoinjaifmariimnjmn 5 WJJ.

= 11.18 (13) X 1.1x8.33 102.44 (14) inn/mi
2-964.56 (151 inn/mi
aiWiiio7iu

fiinumilJU = 2,964.56/8.33 355.88 (161 inn/m.u.

-mntimq: flVuitumifliuiiTuromwmlTm'inriimonjo-i 30.00 30.99 inn/am

liimrinnoi

(1) lfiinainu ASPHALT CONCRETE V 1 a> v

wlfinm? wimi 10,000.00 mi

(2) minnimiawranofTfn j£iim»]n 10 ao uarsaainvin iTmuimiwoinaÿaTYmineuje-i 30.00 -30.99 urn/

am sstism-nniru 150.00 mi. fhimijnirnmj 21 1.48 umri/mj

* (3) ui(2)mnfmimia4qiJni£u so inn/mi (mnuinfj wn frmmia-iqiJfnflt) fltuqiJfiitumin so mi uas

tnsiBintu ASPHALT CONCRETE mlm-ifm inimj 211.48(2) inn 80.00 got so miffou 10,000 (1) ur’lwmnmj 2.33 inn/

mi

(4) fnwammlo-iHflij in’inn 250,000 vmmu 10,000 (1) ssldinimj 25.00 inn/mi
(5) KinmilWOyafaqiiarfhfhllinfm 71fntn4 Para Asphalt Cement Iii,59ijaniiitr4unÿ4ua4flniin,inij

40,920.00 liin/mi

(6) fhon PARA AC 0.052 mi Snuriimj 0.052 nai 40,920.00 (5) wlflivhfui 2,127.84 inn/mi
(7) finsm'moya'Tajjiiasfnfhiuiifm nfnMiiHmjuoaflamioiinlfl (Limestone) •nuninwr* Sfiiminu

377.72 inn/an.ij.

(8) fiinu 0.74 au.u. dfinriimi 0.74 goi 377.72 (7) nslflirnmi 279.51 inn/mi

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</

(9) niirifl'iriimumTuasfl'iiÿoitfifli viflimuuimuaiT'tfaivio'iinomoi 30.00-30.99 uin/aav a'imjvi 13

ahuaÿiuHiniviiBsnfaflnfioiJnla niwau-riTquoaÿannfiowmw nufrmu dn« iviinu 382.79 (9) uiu/mi

(io)riirfimufmuairiiiaojj7ifiiH{Tufa«ii0arfawnm)un1w iviinu 382.79 (9) x 1.1 iriiou 421.06(10) invi/mi

(ltitm'HfmuffrftTqnotrfH inmivjn 10 tfc iiniuimnflDMaiTnfa’iviehmBiijoi 30.00-30.99 uin/

aintmiiiutnvtwjfiottfwnioluflniuurioafiyitfsnimvjn 10 tfo) naoinuu-ilua’imiistcvn'ilfmni? wvsosvm

Tfmrmiviinu 4 mi. a-juu vsusvmimfMiynmj 1.0 nu. riiimvjnivhmj 6.38 uin/mi
(12) snnvflifniuumvuasfhiÿouiini iiniihirmtforwailqfaivio’iifloujov 30.00-30.99 uin/ani a'i«u 13

anuaiz-nuiJaimiasunvi'uihAC M vi i 5 qru.iJUHiuanlflwvviJRinuiJnS iviinu 11. is

(12) um/«7.u.

(13) fliirran'njlflMli n.i8 (12) x 1.1 x 8.33 minu 102.44 uin/au

(14) TOlfilWho (3) , (4) , (6) , (8) , (10) , (12) , (14) IvilfUJ 2,964.56 (15) UIH/mi

(is) 0i4nw«nirjuiyiimj (15V8.33 iviinu 355.88(16) uivi/fli.u.

(16) v'uifiwiMitiijiiirhmj 355.88 uivi/m.u.

iiBomfioinim0i47ii47bifiii4iiru

IlfllflUYlU

*

nifi

Asphalt Concrete HI. (UIYWII.U.)
Para Asphalt Concrete 295.71
Modified Asphalt Concrete 1 355.88
385.91
P.’l3~-' •* Auirnÿij

7UJ1Ejm«5 : - flUTUflUTIU 10 3114U171, Factor F 4114111-5 =

- fimutfuiju 20 Factor F 41147114 =

- fil4114m47114 30 #11411171, Factor F 41117114 =

- fimutfuÿll 40 3114U171, Factor F 41117114 =

- fil41U#H71U 50 31141)171, Factor F 41117114 =

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ul5imi 30.00 - 30.99 uiTi/am

fil4Tl4#UV|l4 (ÿTUUIYI)

10 20 30 40 50

sifiinu nfnnjj nmnu iiflisiu sifnnu

flomhti nomhti wevtinti eiombo eiomnej

(ui7i/fl?.u.) (U1YI/9I1.1J.) (uiyi/eis.u.) (U171/S15.D.) (U7Y1/917.U.)

381.02 367.41 358.31 356.80 354.99

458.55 442.18 431.21 429.40 427.23

497.24 479.49 467.60 465.63 463.28

1.2885
1.2425
1.2117
1.2066
1.2005

ASPHALT CONCRETE 5 CM. THICK

lRlJIAttTU ASPHALT CONCRETE tfalftt4fm

fhruffaqiJnitf 80 mil 150.00 nu.=

♦rmfltfwiicwfljj = 250,000/ 10,000.00

AC 0.052 ?OI @

from 0.740 fiU.U. @
1.00 flU.
fintuuunn + flUÿouNtTuifffluoTTifan'fiounlfi
%

fhvutu

fiifhiuum? + Hijouija-i«unsufi>iu>ivn

11.18 X 1.00 x

fiilwhunu

fh'JTUSTUYJVI

fmiutfuYpnw ** £ i *4 30.00 - 30.99 uivi/a

o

vunoinq :

www.yotathai.com

(ASPHALT CONCRETE )

32,195.00 211.48 mti/mi = 10,000.00 mi

377.72 1.00 2.33 um/mj
25.00 urn/mj
382.79 x “HU. 1,674.14
279.51 mn/mi
5 8.33 382.79
8.33 6.38 mvwffu

2,463.27 / 93.12 inn/mj
2,463.27 invi/mj

295.71 U1Y1/WVI
inn/mi
IJIYI/WVJJ.

295.71 U1Y1/?I1.)J.

awi nrariuilrm

fl?8(mfmfvnnamni&nf|iniu MOD

MODIFIED ASPHALT CONCRETE S CM. THICK

iliinnmu MODIFIED ASPHALT CONCRETE+ASPHAJLT CONCRETE Y

fiiimrfifjiJfmu so tfumao 150.00 flU. =

=» i a 250,000/ 10,000.00

fll919!914lfl104WP(lJ

filing PMA 0.052 9m @

fimu 0.740 au.u. @

fhfl’irihifm + fliiÿ8wwaij'xrrqu0rfvffnifi0,unl9i

filimit4 1.00 flJJ.

fhflimum: + niiÿ0u\jsi9iuasiiJ9i'niJH’u l

11.18 x 1.10 x

fhl&hui'Hj

fiimuftjiju

tiummnmnu

vnjimnq : fhinmimfnihiohuOJiia£mfuol'BihiT*itiiixieaMio* 30.00 - 30.99 IJIYI/S

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DIFIED ASPHALT CONCRETE

Ymfnum: 2H.48 mn/tni = 10,000.00 QJ
2.33
45,730.00 1.10 UTM/flU
377.72 25.00 urn/mi
KW. 2,377.96 um/w
382.79 x
8.33 279.51 ljin/mj
5 421.06
8.33 UlYl/fTu
6.38
3,214.68 / U1M/W14
102.44
inn/mj
3,214.68
385.91 inm/mi
UTVl/9n.U.

385.91 TJ1Y1/9)7.U.

SW? mtudmJnfl

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i i |SijS1ijS8 iSSÿ.8Sf; S8 j
1 I iIS •
1;| iilliJii Iif : s 1 1 If
1 1i-

liilS 19

g .%
1' i-Sji §.82!;iS§ !:}.S!8,!§8g§;§8g i; § 1 ;i §: !io i-

! i:S °i S5i5i5

5 :8 8 8 j8,8 »•
1 IK!I!§ 1 11£ I 15 § '
8 : !s ; s s sg II8g 8§
8 8l {
g!g;g 8

8|8! 8

'

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>-•

M TIPCO ASPHALT PUBLIC COMPANY LIMITED 60 90*1 rso 14001 ns tsooi
06$ ikiwawQM90M1; I EMSC300671W OHSOfftiMJ*
TIPCO mj

vi QUO.125/2556 our 1 nmflnnw 2556 lawsu. 'bwo/w.

iffi-j usjnflnwflwjwmieiflvfafl Urcs'HMJU n?nrpmj 2556

(|) i?tm fisuÿrmirmvfl')'} nn I
:

fatirnifn mflfikfiflrfotf “linji(wniu) *uflu$w8flUfl::4iinhuwswTw+mflflrforf7u«tTO *] rWu

rmfiiTtmnjiJimnj'j'Tiÿnimyi wen./lSO 9001:2000 itiiiÿriHnw«wÿ'cu7i'’u?if)v;lawuwflr>3u«ijritjfl£ifltj««w_

U9T-J nfn/Mina anlnjiwjiwuanJisiSuwn
(unsnuSun)
nviumiunj

i nifeu

AC 60/70 Bulk (1,000 kg.) 35,585

Drum (200 kg.) 7,926

PARA AC Bulk (1,000 kg.) 40.920

Drum (200 kg.) 8,784

MC-70 Bulk (1,000 kg.) 44,055

Drum (200 kg.) 9.418

Bulk (1,000 kg.) 43,560

Drum (200 kg.) 8,964

CSS-1 Bulk (1,000 kg.) 24,750

Drum (200 kg.) 5,830

CRS-2 Bulk (1.000 kg.) 24,310

Drum (200 kg.) 5.742

CMS-2h Bulk (1,000 kg.) 24,849

Orum (200 kg.) 5,852

CSS-1h Bulk (1,000 kg.) 25,058

Drum (200 kg.) 5,896

CSS-1h(EMA) Bulk (1,000 kg.) 38.665

Drum (200 kg.) 8,294

CSS-1P Bulk (1,000 kg.) 33,220

Drum (200 kg.) 6,644

ADDITIVE Bulk (1,000 kg.) 200 uwnn.

.vniou : Bulk = inri/mi Drum=inWiN

3\Li _ i wnmnw : nf=n«4nano,bjmjfiniiu«<'i uar B'i'UJjQumSjjflft'nfiw
.U'JNj.D'JiJs.DNij.aj. naniiMfl-iHain tu om/iog-nuu

□irnintiu□SOOQUSJÿfiMunnuiinsiuni S4i?omnmoviniJ (|j) IW k, W. ft/ÿ-?vVÿ4Vÿ77 (siio,
rnuisuauli

b\l. -*whmrfiftl

osJ \\ (lmnwifl riftywruta) y faYt*y+/ U

/171»

inwi mltnuaayfa'H lamurmniw

(nvmrn) wsmawaiii 0107535000044- £ flj°?

ihwwnu : D'lvmmJtfl 11&/1 n.vnsrw 6 mtnaulit viqnln nmi. 10400 In7 : +68 (0) 2273-6000. 0-2271-0205 Imim : +66 (0) 2273-6030, 0-2271-1601 www.Wpcoasphalt.com

S.ftlOu: 259 W4 8 *01) TO*. 12032 O.Ml/ntl fl.WTfllTM *.Uf»TT>*3in 30380 Im : +66 (0) 4433-5495-9 iTITfll : +66 (0) 4433-5495-9

. 271 W»j 15 frwftnii lunnah o.irwisril 65140 lm : +66 (0) 5537-1461-2, 0-5537 1581 2 Inin7 : +66 (0) 5537-1461-2. 0-5537-1581-2 «0 360
tÿ'rvn.g?': 61 MW 5 *Balnol*Ia n.sjuaTai «.in4Tin a.msiftrufw
10130 tm : +66 (0) 2463-0169-70, 0-2817-5111-5 InTtm ; +66 (0) 2817-5117 |

: 90 5 W.miOÿNWrumlo o.tmuBU 76140 In* : +66 (0) 2273-6000 «0 5502-4 fain? : +66 (O) 2273-6000 *0 5501

1 n r> o «'crff

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-76-

rnTWfi»ir»tn>JU‘Bt«vJfinlunn?Hninmriflnnin'jÿnMfuni4 Prime Coat use Asphalt Concrete

1. -nvi Prime Coat ihnitfUMnirw ‘lTyiif«wuunu‘Bar}awnrBua«r(«»iiwfi‘ffumnemj'i'3ri 1

»nrNvl 1

nuwwuvn-j tfrinmittlfi Prime Coat ffnntiHRnrMinirvi
(i0u8«wl*»nrNi«»i»)
vitir'NV'unqnÿmvisf (ifluSwritunrNiuiw)
0.6- 1.0
dkflrMfenqn 0.6- 1.0 0.8
0.8 -1.4 0.8
1.0

2. -nuufiflvl«w«8uri»w n'am?iiiinvn'jlvrimiJefi€u((tta«rf«ii??i«uwt«mimiurnie4‘Tflÿ
uinrjwpminrvwi 2

mrwvi 2

tJ?wntuu.«<iiflfl?RjuJUifiQuiiJfifi4uÿau'ivuhM4TViÿ«'3flr3w Asphaltic
Boundbase
flVTtwB'Jtn'l (Binder Course) iitS'JYn-} (Wearing Couse)
4.5
UWlJu (Limestone) 5.1 5.2

vuunnwi (Granite) 5.4 5.5

vtvmcneaÿBasalt) 5.8 5.9

4.2(1) (SINGLE SURFACE TREATMENT)

ib SINGLE SIZE W = 0.013 mj.W. @ = .inn/H7.w.

on AC = 1.10 AWT @ = ,UTr/«?.J4.

rhuntTuiASeinbiÿAeJu = 0.10 aw? @ = .min/wf.w.

rhruitorm + tinwItwnminSoufluiiÿiRÿu = mr/wj.N.

rnri-uttomi + rthideijnfl'iiha'jvn'jfutmn 1/*’ = .inn/M.14.

rhUhnunw =

AI-nUffUYJ'U = .lnYI/HT.JJ.

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-77-

4.2(2) ihvmuuin*fifLV(flmmuuM1«-J& (DOUBLE SURFACE TREATMENT)

=MU SINGLE SIZE Y,m + Y* 0.024 [email protected] =. .inr/aru.

ai4 AC = 2.20 AM? @ .ina/wi.u.

anuTuuiAAfliJMuiwitJu =0.20 Sw? ©.. mw/aru.
.unr/m.u.
ananuumt + rhiStawrirnififlflijfiuffritJu =
rirATiSurm + fhiftaurm'imthri'vHuiflai Y*" + Y*

.Uiri/WTN.

rirtftntinM .invi/M7.u.

riTnurtuvju .mr/aru.

MunnivMj iI5untu'i'«»)T»itJiJ?riniu

Bonniujuiuifiin Vi” MU tn4 AC 7
(au.u.) (ant)
wom-jurjuiuiStn V." 0.013 1.10 (AM?)
0.016 1.50 0.10
v 0.024 2.20 0.13
0.039 3.20
S'irmuuuflti'riiu Y* + %" 0.20
0.30
%*

awmimafNifu V + VS

4.4(1) riudSwswiJ*>BUfi1lffll»fflfiun™ (ASPHALT CONCRETE LEVELING COURSE)
......... . . . .HMnnulunurmY) 4.4(4)
.unvt/wu

4.4(3) nu&?tHH?Yn<JUO«fftlrf*fluril* urn *BU. (ASPHALT CONCRETE BINDER COURSE

CM. THICK)

iJnniurm ASPHALT CONCRETE rnfaMmi =. .tfu

nnnu*ÿiJnTtu80 wu nu. (luinu 300 nu.) =. .IJIVlMu

= 250,000/. .unn/wu
fnim AC "rmmrNvl 2 .inr/au

rtoflu 0.74 AU.U. @ .inn/tfu
.mn/riu
riia'ufhinrt + riiufemAU'fasjuflflvIfltfn'BurijR =,

rfonufto L/4. nu. .tnvi/au

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-78-

fh&uilurm + ft'nÿeÿnjflnÿaaruwrumji ivi.

XX .mr/mi

fiilttnirw =t .irm/tfu

n'Miutfuqu ./. .mn/nj.u.

mnuiuij: finiru{(ÿvln?m80 nu = (rhuuriVCntiTn 1o fa+tnnm-a + rinTiumaiJntnfixeo »Tu

tljinrunu ASPHALT CONCRETE tiltftNmT
.......4.4(4) •nU&lJtovrNUfl»IYf*rf«eun?n win IN. (ASPHALT CONCRETE WEARING COURSE
L = wiNtnuwTflNrm

.........rhuurf'iqiJrmu80 nuCM. THICK)

liwnm-m ASPHALT CONCRETE =. .nu

u.tWm 300 ON.) =. UTVI/WU

fhnnifainTtHWftU = 250.000/ =. ..rnviMu

/tatm AC nrmirMrl 2 ,.uiyi/i*u

rinilu 0.74 «u.u. @ ..mw/nu
......rfi&ufiurm+ riniÿflUHflU'Jnjjiiflflflflrfneunrn =,
riniufto L/4. nu. =, .invi/tfu
.tnn/tfu

n'lrnuum? + nnulauiJinniuisuniSinnn

Xx =, ,uivi/<ffu

fhlffttinu .mn/nu

rh-nufluvju ./. .inw/nru.

4.4(5) 4nuailwf»vmufiliyf«nnflun1w (ASPHALT CONCRETE SHOULDER)

ASPHALT CONCRETE 1 ffu ljU nru.

tRuiru-nu ASPHALT CONCRETE =. nu

H'mutoqiJnKiX 80 nu nu.f'Uhnu 300 n».)=.. .inw/nu
.mw/wu
rhnnn*inki<«jflu = 250,000/.
.mw/flu
/ntin AC 2
.mw/nu
Hnfiu 0.74 flll.U. @ .inw/nu
.lmt/nu
rinrinflunnT + nniileuwflUTflqiifiatffiifafiunln =.
.iroi/du
rimutto L/4. nu.
.inr/nu
rhfaiuumT + nniiilfiuijflnnunsuntfmnn .tu. .lnw/nru.

xX

fhUWntiwu

nTnuÿuyju ./. =,

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-79-

. . . .4.4(6) nulupilWHuaHvfaiSnaunlH (MODIFIED ASPHALT CONCRETE CM. THICK)
lJfcnnMIU MODIFIED ASPHALT + ASPHALT CONCRETE = HU
.inVI/HU
= 250,000/ =
.mvi/tfu
*hwttoqiJrmtf80 Xu nw.f’UJirm 300 nu.) =
.UIVI/HU
rintru PMA 2 ....
.mvi/tfu
. . .0.74 RU.U. @ .x 1.10 =.
.1HVI/HU
riniht&urro + rinutaiiHJiu =. .in»/HU
/mut<4 L/4. nil.
.inVI/HU
FhaniuumT + riniitau\J«n&u«suimjwu'i .m .INVI/HU
.Lntf/HTU.
x x ,X1.10

a'lUmuwu =,

flT-nuflu>)U ./.

. . . .4.5 riUMUH'JYrNUfiavlHHHBUn™ (ASPHALT CONCRETE SURFACE EDGEu. M.WIDTH)
\JUASPHALT CONCRETE 1 HU
HU
diw-ltu-nu ASPHALT CONCRETE tfitfWniT =.
.inVI/HU
ri'iiuttoijiJnTcu 80 HU nu,(Uiinu 300 nu.) =

=fl'IHHH'UHttUWflJJ 250,000/ =. .mVl/tfu

*htn4 AC 2 .inn/HU

ri-IMU 0.74 IHI.U. @ =. .mvi/fiu

H-iHUUum* + nnijjflUHflu'fHÿuflflYJflHHflunlH .mn/HU

Hnnu* L/4. nw. .inVI/HU

rina-iiflumi + rhiiifmiJtnauaajaVviJWun .flu.

= X X .inVI/HU
.IN VI/HU
HnWnunjj

ri'vnurtuvju J. zz, .inr/u.

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-80-

wjnmwpj

1. ftuibrinÿiuumriJflnnuflrijaiTtisnijn'nvmvn

nnmrun fouil? mw

0».) 0.75 «t.w./wu
0.80 16.66
2.5 0.90 13.89
3 1.00 10.41
4 1.60 8.33
5 1.70 6.94
6 1.80 5.95
7 1.90 5.21
8 2.00 4.63
9 4.16
10

2. nrnivIvIjjnni'niWifiundi 10,000 (Su Ittirfnfafttmrud'niftJ

lftinnH-iu 10,000 tfu ‘lumnJrciiJunfn

3. finnuiuflÿilmnl 80 mr/tfu

phuvimiB-Jim MC 25 vnWmi

fhtuivfwtro AC 35 uiwfu
rt'nmiufMtru P.M.A. 50 vnyi/wu

nnniiTUfwivflntÿu 80 uiw>iSu

Hmiuiufl-njufliimw' 50 inw/tfu

4. twiuws*tru PMA POLYMER MODIFIED ASPHALT)

nfl'jtjfcJn imBU'Nrftftrm v>rfa B-JBÿVI nu.230 + 200 YmwB'wwmSviwwniJiaTi 2 utjnBiin’lihJTrjnni

350 Ul*»

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I

11

mjiMifluuunmarH'HffBinirn

ivnuitfutvttiriifasi n <TUIBUIM JO.OO-30.99 irm/oni ( -sifl 254* )

dwu anvoc'nu HlilO rnfainifni fiuÿoimm (um) nufiKiu (uin)

vnwuvho lJnfi »lui(n vJnit rfuÿn

l m<rmhÿM8

WWIUI «7.U. 1.30 0.16 0.19 1.45 1.49

wiwinu fil.11. 2.84 0.46 0.58 3.31 3.42
fil.11. 4.33 0.66 0.83 5.00 5.16
WMA
2 miSuifimu

5|A-5IU flU.11 U0111 18.20 3.47 4.34 21.67 22.54
31.09 132 9.90 39.01 40.99
UfltflJ auu. miu

3 nu.u. llrm 17.85 2.93 3.66 20.78 21.51
6.58 1.70 2.13 8.28 8.71
-5vi \*m« BU.ll. «9711
28.94 3J4 4.18 32.28 33.12
•an atl.u. llnS 33.81 5.04 38.85 40.1 I
au.u. «»ni 50JS 4.66 6.30 55.01 56.17
- ijami flu.u vlnS 57.42 19.00 5.82 76.42 81.17
23.75
-muiasan BU.U. U81U

ituiiv-j HitJlliifi auu. 11B7U 25.29 6.36 7.95 31.66 33.25
- fluitar an ou.u. uuu 6.91 101 1.27 7.92 8.17
au.u. uuu 37.31 950 11.88 46.81 49.19
4 -nuiBflÿfliSon gfiiiioommii
au.u. uuu 12.99 1.91 2.38 14.90 15.38
\fl-1IU 44.64 19.16 59.97 63.80
AU.U. IIUU 15,33
HBU ( Hnumntujoui )
au.u. uuu 18.11 2.91 3.64 21.02 21.75
UfiflU au.u. uuu 54.92 19.10 23.87 74.02 78.79
au.u. uuu 5.87 1.30 7.17 7.50
5 nulwa’inignii Hnu • ufliTu 1.63

Nmi ( HBunumijoun ) »17.U. 7.57 1.51 1.89 9.08 9.46
717.U.
imiiu «7.U. 9.33 2.47 3.09 11.80 12.42
fll.U.
6 4iuuunn ( uufiqn ) »17 U. 8.07 1.25 1.56 9.31 9.62

HBU ( Blend ) 6.58 0.54 0.68 7.12 7.25

uatfu 6.08 0.77 0.96 6 85 7.04

7 •nutfwmiiuuulfi B7.U. 13.81 1.94 2.43 15.75 16.24
8 •nuiiflfomj'nnifluufouflivu B7.U. 19.09 2.68 3.35 21.77 22.44
B7.U. 28.38 3.99 4.98 32.37 33.36
yi74 iomu fil.U 41.57 5.84 7.30 4741 48.86

MUfiqn 10 mu. BU.U. UflIU 181 0.49 0.61 2.30 2.42
Si AC 5 mu.
9 41U71B(n4l«7uTA» BU.U. UflIU ZL250 0.68 0.84 3.34 X

10 4TUn«W14UTInVlll auu. *tm* \
#« WMk mn\ 1.00 1.26 4'
II 41uSlT114UUUU14 au u. uaiu
TUlSoi ( 1/2 *) 5.44 1.47 1.84

vuiSm ( 3/4 ••) »:?•

B04»U(3/4" + 3/8") \

SIIWU ( 1 " + 1/2 ")

-12 nuiflflouuu uififju ( Pre Coal )

muiSoi( 1/2 ")

muiSoi ( 3/4 •)

B04VU ( 3/4 •i- 3/8 0

!Tmu(l*4 1/2”)

/ii

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12

flviufimuuniiuasfniasjniM

HfmlwwwmSÿTfai S 30.00 •30.99 inn/aftt ( 5ifnm!o'jfni 2548 )

aiflu anviois-Jiu n'iif?ourifn (inn) nwiuiu Cum)

um/mnu linn jhijn ijnS rluÿn

13 miihinMeffifomimMwtfii

n’wmjitrÿneailoTiSnfiounifi au 366.01 16.77 20.97 382.79 386.98

fhiurnqiJfnfll80 HTI jrosiuih100-300 ftu.

fl?4 250,000

•jiuÿonmosufniu HI ACMUI 5 KU. HJ.U. 11.68 2.S6 3.20 14.24 1488
H7.il. 9.08 2.10 2.63 11.18 11.71
VliBlllUuWn
lniffoiTifllifo f)T4 150,000

14 wibirufloun?8
fhHRH4IAJe4H7TU

flintnjfleunifl nuu. 158.99 34.07 42.59 193.06 20158

nuiutriHoun™ ainumi. 12.45 1.52 1.90 13 97 14.35

fi-iiumjhjfi'aHition 2 tfi4 ami 14.84 3.69 4.61 18.53 19.45
niijfhnoan?* 10.20
m.u. 20.82 1.92 2.41 12.12 1260
fl'lHflJOBHBHOUnjH UBSMOOHU14 12.13
am) 740 2.45 3.06 23.27 23.89
n'ivioo«<miBOROfi8unT»
finiuHTuvsneunia IliHJ 2.34 2.92 14.47 15.05
4I.U
0.71 O.S8 8.11 8.28

15 J1U Stabilized Layer ITU.U. mitT 32.73 II 01 13.78 43.75 46.51
37.00 3.53 4.41 40.53 41.41
Himni'faij gnfi nun. min 36 00 11.03 13.78 47.02 49.78
riniinnsjÿnji mi.u. iniu 17.00 353 4.41 40.53 41.41
(iiHmniK) 'H'Ufiqn auu miw
fiithrTm) tfjinqn

16 4111 Pavement In Place Recycling m.u. 24.27 10.73 13.41 34.99 37.67
30.33 13.41 16.76 43.74 47.09
i)«anmnti is «»u HJ.U 40.44 17 88 2234 58 32 62.79
V«ifrmi(io 20 TO. HJ.ll. 48.53 21.45 26.81 69.98 75.35
3|H$maao 25 TO HJ.ll. 1000 1.91 2.41 II 93 12.41
HJ.ll. 2.32 0 36 0.45 2.68 2.77
3|oSmnito 30 no. HJ.ll.
40.99 5.56 6.94 46.54 47.93
17 4331 Slurry Seal HJ.ll. 55.47 706 8.82 62.53 64.29
HJ.ll. 67 16 775 9.68 76.85
1 8 4131 Fog Spray HJ.ll. 81.40 859 10.74 74,91 92.14
19 4311 Hoi M»ed Recycling HJ.ll
89.99
>ann 3 TO. HJ.ll.
HJ.ll. 10.04 1.72 2.15 11.76 12.19
JjHHfl 4 TO. 11.71 2.00 2.50 13 72 14.22

3[«nn 5 TO.

jjaSn 6 TO.

20 4131 Milling

\Hnn 5 TO.
yiiin to TO.

/

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i

101
v

fmvwhiiuarifajrisafw joimtjn 10{•(Mowwijhrjwliiito 25 «w)
qSihsromflu TIIIIJ Jbmttwwvi uasflmimiJnft

nfiniimuT8in34iaifi<imeiÿ 30.00 -31» uimivti

5:0: fhui3T]n fhimijn 1 isor fmwijn rlTU55Y|ft
iwifa vum
nu. vui/nu urn / MJJJ HTV91M immijn nu. lilH / ou irm/au.u.

vuth

nu. iw> / *u urn/aim.

1 6 38 8.93 41 88.81 124.33 31 174.56 244.38

2 8.03 11.24 42 90.95 127.33 82 176.63 247.28

3 9.67 13.54 43 93.09 130.32 83 178.79 250.31

4 1132 35.85 44 95.23 13333 84 180.96 25335

5 12.97 18.15 45 9737 136.32 85 183.14 256.40

6 14.61 20.46 46 99.52 139.33 86 185.24 25933

7 16.26 22.77 47 101.66 14232 87 187.34 262.28

8 18.09 2532 45 103.80 14532 88 189 54 26536

9 20.23 2832 49 105.93 148.31 89 191.66 26832

10 22.37 31 32 50 108.07 151.30 90 193.78 271.29
11 24.51 3432 91 196.01 274.42
12 26.66 3732 51 110.23 154.32 92 198.15 277.40
13 28 80 40 32 93 200.29 280.40
14 30.94 43.32 52 112-36 15731 94 202.44 283.41
15 33.08 46.32 95 204.48 286J7
16 35.23 4932 53 114.51 160J1 96 206.64 289.29
17 3737 5232 97 208.81 29233
18 39.51 55.31 54 116.66 163.33 98 210.98 295.38
19 41.66 58.32 99 213 17 298.44
55 118.79 166.31

56 120.93 169.30

57 123.08 17231

58 125.24 17534

59 127 37 178.32

20 43 80 6132 60 12931 18132 100 215.23 30133
21 4594 64.32 101 21743 304.40
22 48 09 67 32 61 131.66 184.33
23 5032 70.31
62 133.83 187 36 102 219.51 307.31

63 135.95 19033 103 221.72 310.41

24 52.37 73.32 64 138 08 193.31 104 223 81 313.33

25 54.52 76.32 65 14032 196.30 105 226.04 316.45

26 56.66 79.32 66 I42J7 19931 106 228.13 319.38

27 58.80 82.32 67 144.53 202.34 107 230.23 322.32

28 60.95 85 32 68 146.64 205 29 108 23234 325.27

29 63.08 88.31 69 148.82 208.34 109 234.60 328.44

30 65.23 91.32 70 150.94 211J2 110 236.71 331.40

31 67.36 9431 71 153.08 214.31 111 238.84 334.37

32 69.52 97-32 72 155.22 217.31 112 240.96 337.35

33 71.66 100.32 73 157.38 220.33 113 243.10 340 34

34 73.80 103.33 74 159.54 223.36 114 245.24 343 33

35 75.94 106.31 75 161.64 226.30 1 15 247.38 346.33

36 78.08 109.32 76 163.82 229.35 116 249.53 349.34

37 80.23 112.33 77 165.94 232 31 117 68 352.

38 82.38 115.33 168.06 235.29 118 25 35*38

39 84.52 118 33 79 170.27 23838 j119

40 86.66 121.32 172.41 241.38 \120 I * rivvxvJ

•• •

Mr" \

i\t !

occgg/iiin 05 nytjitÿutQÿmruruiÿo -

rtae/oin 10 c -rt f\uoÿoiH nBQtttpnMULtÿaocÿro&ttfnfctLUsosÿtBrtALgwjtuJ

n*/iuri 5IT su rumgwuuiruLiu rtu oooi tjrnu 101 -

rcu aw riu ow- 0001 89 ZZi 16*515 HI libit ro9ic LV\
101 iron iL\ 09 9Ct 96515 991
cot ill 95T15 tn« cl l 9* lit it l
65 109 ooz irus Ul 55559 C$605 991
95*865 Mbit irm 95695
58*565 0 PLZt 661 5Z805 95195 Oil £9059 ittoz £91
19 C65 655C9 861 69505 691 tSLlt 8550t
Of 685 6lilt 99C05 61 595 891 10505 It1
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Bulk (1,000 kg.) 44,"65

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