HomeMy WebLinkAboutItem V-D-4
Total Percent
Origins' Contract Total ceo's^ Adjusted Contract To Date This Period To Date
-===
SCHEDULE H
Contract $ 141,4D4.10 S 53~950.90 S 195A45.00 S 21 OA23. 91 S 107.7%
Sates Tax 8.6% S 121168.49 $ 44.02 S 12.212.51 S 12.509.24 S
Safes Tax 8.8%- $ $ 4t 702.63 S 4,702.63 $ 5,717.15 S
SCHEDULE TOTAL S 153.662.59 $ 58.697.55 $ 212.360.14 $ 228tB50.30 S
SCHEDULE I
Contract S 30.650.00 S 44.045.00 S 74,695.00 S 74,695.00 S 100.0%
Sales Tax 8.6% $ 2,635.90 $ 3.268.00 S 5t903.90 $ 5,903.90 S
Sales Tax 8.8%- $ $ 531.9Ei $ 531.98 S 531 ~98
SCHEDULE ,TOTAL $ 33,285.90 S 47 t844~96 $ 8t130.86 $ 81,130.86 S
SCHED;ULEJ
Contract' S 14,650.00 $ 7t018.00 $ 21.666.00 $ 21,686.00 S '00.0%
Sales Tax 8.6% $ 1.2ð9.90 $ $ 1,26g.90 S 1,259.90 S
Sales Tax 8.8%· $ $ 617.41 $ 617.41 $ 617.41 S
SCHEDULE TOTAl S 15,909.90 $ 7,633.41 S 23,543.31 $ 23~543.31 S
SCHEDULE K
Contract $ $ 7 .887 ~372..30 S 7.8B7~372.30 $ 8.212t 763.56 S 949919.23 104.1%
Use Tax 8.6% S S S S
Use Tax 8.8%* S $ 324.349.39 $ 324 t349. 39 $ 340.407.37 S 1t079.15
SCHEDULE TOTAL S $ 8,211,721.69 $ 8.211.721.69 $ 8,553~ 170.93 $ 85~88ð.38
SCHEDULE TOTAl . S 15.102.529.15 $ 1 t 202,212. 53 $ 16.304~ 742.28 $ 16t922.131.95 $ 1839413.58
SALES TAX 8.6% $ 509,010.67 $ (148.022.80) $ 360.987.87 S 361 t 728.40 S
SALES TAX 8.8%· S 680,668.53 $ (479.162.99) S 201,505.54 $ 212.944.84 $ 2.838.27
USE TAX 8.8% $ $ $ S S
USE TAX 8.8%- $ $ 324.349..39 S 324.349.39 $ 3401407.31 $ 1,079.15
TOTAL PAYMENT
$ 1 B.292,2OB.95
S 899.376.13
$ 17.191.585.08
S 17.837,212.36
S 181,331.01
103.8%
· Effective April. 2001
A Change OrdetI1 - 87
Tcta1 Tax Over payment Thru Esl. 14 (Sch. A)
Deduct to date, induding this elitimate
Deduct Remaining
S 262,270.73
$ 262,270.73
S
{Total Tax 0vetpaynB1t l8S1 the u.. Tax Due for Sd1. F Work COInpIeIed to DIlle.)
PR 52t
Progreu PaymMd 121 & FIMt
I.... 1 1 a:. 1 ceo 1 ¡ Peft:enI PJNouI; PerIod I Thfa PefIod Tœ.ll0 01'1 6:,,":'=e ~
-- 8Id~ u.- .-...... IIWITeWU.P. 8W T_I Penn. .It" QIiMiiY SS$ To. I au.ntlt·i $$f: Tax I OuanIliY IS' T_
-SCHEDtA.E l(- I
1A TRAINING HR 1170 UXJ 970.00 0.0% Ø10 97a.OO 1 0 910 910,00 1 00.0'\1,
2 I MOBIlIZATION LS 0.3' DOO 000.00 , 1W.800.DO 0.0% 0._ 11M Am.OO 0 . .. 0.308 1MBIX'lOO 99.4 '!b
3 RXR PlANKING LS 1 10.DCD.OO 10 000.00 0.0% 1 10000.00 0 1 10000,00 1oo.m;,.
:5 TRAFFIC CNTRL t.A9OFt . flAG. I'S23 MiNi HR ,A48 31.00 44 888.00 0.0% 1993.5 111 7SB.SO 0.0 111Q3.5 B1198.SO 131.1%.
7 fflA.FFIC 5AFETV DRUM EA 57 85.00 3 705.00 0.0'% 2Ø5 17.125.00 0 285 11.225.00 464.9%.
8. RLJCKMOUNTED IMPAct ATT EA 1 I OCO.OO 8 DOO.OD 0.0% 1 IUBI.OO 0 1 Bj'rn 00 100.M..
8 OPERAT. OF TRtJCI< MOUNT AIT t« 1!50 e.oo V5D.OO 0.0% Ø8..5 2 992.50 0 86.5 T992.50 44.3,*-
*0 REPAIR NPACT ATTENuAToFf FA 0.25 12.soQoo 3125.00 0.0% 0 0 O.O"Ib
" TYPE III BARRK'.AOE EA 11 100.00 t 100.00 0.0% 11 1 100.00 0 11 1100.00 100.0%:>
13 ClEARING & GRUBBING LS G.2IJ 2O.DOO.00 IS 600.00 0.0% 28.00"ItI 5 600.00 0.00% 2UXJ% 5600.00 100.0~
14 EMOV..... OF STRUCT. & OBSTRUC LS 0.21 30 oœoo 11100.00 o.M 27.00% 8..100.00 0.00% 27 .00% ;8 100.00 100,()%,
15- ~ ~TCONCFŒTE PAVE. SV erm 2.00 13.ä«.00 0.0% '''821.7 29 6(3.40 141121.7 29 643.40 2".1~
11S REMCNe ceuEm CON~ETE PAVE SV 2:31 S 1.00 10n.0I) OJ)% 0482Q..59 323«.13 4820.59 32.34.(.13 199.8'"
11 REMO'V'E CEMENT CONCRETE ~ sv' 140 5.00 3100.00 0.0% 740 3700.00 140 3100.00 100. 0'If,
U~ REUCIW CMNT.cciiE:. CURB & GlJT'f LF 1..1K1!5 2.00 3. 8'0.00 0.0%. 1105 3610.00 1805 381000 '00.0%
19 RO~A.Y EXC. .....1 ihIC y,U. ~y 2.343 3.00 1029.00 0.0% 2343 7 D29.DO 2343 7m9.00 100.~
21 GRAVEL BOAAOW'..,...... ~ .....18 TN 132 em 8.20 822. , eJ.4Q B2..ft 211753.9f 1.Mom-....43 73.029.00 0 217153.9C 1.m-07<1.43 73.1i29.00 1 ð4.:Z~
23 WATER UG.U 421 3.00 12M.DO 0.0% 284011 7 921.!50 0 26010.5 7 921.50 . -U18.m-(;
24 snfucr. EXCAv. Ct..ASS A INC[ . HAll.: Ci ".8117 14.00 MI 958.00 O.Q'!II, 2T35.5 3e.2117.DD 0 2735.5 38.297 .00 54.1~
25 STRUCT. EXCAV. Cl.ASS B ..a... HAlL CV 1 19!1 5.00 I!! 995.00 0.0% 2173.14 10885.70 2173.1" 10865.70 120.8"Joo;
:ze SKI: OR EX. EXC CL A A SW 0'1NG LS 1 ~J'iif.DO 25 000.00 0.0% 100.00"K. 251D'ÙJO 100.00% 25 000.00 100.~
if iSt-f¡: OR EX. EXC Cl. A BNSf O'ING LS 1 25 000.00 25000..00 0.0% 100.00%. 25 000.00 100.00% 25 000.00 1 (Xl 0,",
28 S~ OR EXT EXC Cl A D RAMP BRDG LS 1 215.000.00 2S.oöQ.OO 0.0% 100.00% 25 OXI.(IO 103.00% 25 000.00 100.0"';
30 I~ OR EXT EXC Cl A 3RD SW 0'1NG. LS 1 25mo.OO 25 000.00 0.0'% 100.~ 25.·000.00 100.00% 25 000.00 100~'>\
31 ISHORING OR EXTRA EXC. Cl.ASSB SF 11..226 0.01 52.26 0.0% 8226 82.26 8226 ø:z.æ 100.0";
32 TRIMMING &. ClEANUP LS 0.31 :i.Œil.oo 1.$.&0.00 0.0% 31 J'iiij; 1-:!5D.oo D% IS 0.31 1.550.00 100.Cbi
33 r~YHTHETIC RETAINING WAlL g -n862 18.00 407916.00 58.0% 18.3" .0 3.f8 138.00 16 935.89 19 :W1.0 348138.00 18935.69 85.:)""
34 ICRUSHED SURFACING TOP r.aIJI&I= TN ø::ö42 7.50 110--:315.00 I!!B.O% 0 0 0 0.0'>:
~ L~.II.¡ r CONe. PAVE... c:L..ßSa TN 3..101 30.00 83.œo.OO 73.3% 3146.3 ....389.00 4 115.84 0 3146.3 94 389.00 4 175.64 1 01.5~
3ft ~T CONe. PAVE. a..ASS E TN -4982 28.00 138 9]8.00 75.0% 3040. ,.. 85123.92 297.51 0 3040.14 as 123.92 2'97.51 S1.:J";
31 ~DENTAl ASPtW. T CONe. p",VI[ a.AB TN 11ÞJ 75.00 13.500.00 29.3"" 313.71 23Mf1.25 606.85 313.71 23.52B.25 806.65 261.4'to1
31 ASPH.u T c:t"'XJ] PAtCH MIX TN 120 85.00 11L2iif.OO 35.3"" 2!50.9J 21 :3.29.05 &46.91 0 250.93 21.329.05 6.t8.Q1 209.1'"
3g coNCRETE ClASS 4000 FOR BftIOGE. Cf :[ggJ 2O!5.00 !!I17 650.00 :M.8% 381M ~70.00 2430!5.73 0 381M 198.270.00 Zo4.305.7J 97.fI')I
4Ð SUPERSTRUCTURE· ·A' ST. SW 0'1NG LS . 1 1SO~OO 150 ŒJO.oo 21-:h 100% 150 000.00 1.882.80 0'1. 100% 1~ 000.00 3682.80 100.~
1 E. BNSF OIX'ING [S 1 59O.lXJD.oo 500 000.00 49.1% 1 DCI% 590.000.00 2S "'92.72 oY. 100% 590 000.00 Z'i 492.72 100.00,c
42 SUPERSTRUCTURE. C fW,M) BRIDGE LS 1 1110..000.00 180 000.00 25.5"" 100% 1110-:000.00 4.ö39.20 K 100% 180 000.00 4 039.20 100.~
¡¡ RQ.t.OWAy Œ,CK . 3RO ST SOli QW(i' ts 1 1 !Iö:rm.oo 150.tDif.oo 29."" 100% 151'UIOO.00 3.øãO:eo rw. 11)()% 150 000.00 3.880.80 100.~
.e iST.REINF BAR FOR BR~ LB M7.11D 0.31 2iif.MU1 112.2" ~oo 2M 815.83 1D.702.æ 0 5ð62S9 205 815.83 10702.26 98.1'"
<Ie I EPOXY . em ST. REINF. BAR FOR I!!RðG L8 58400 0.58 31.5ii.oo 75.0% '-COO.OD 31.5ii.OO ~084.54 0 56400 3158i:OO 2.DU.S" 100.(J~
47 GRAVEL RACkFILL FOR WALL 'C¡ 3.311 13..00 43 121.00 &4.0% 1933.18 25 131.41 1.025.18 0 1933.19 25 131.n 1025.18 SB.3~
Ü DEFfClEHT STRENGTH CON. PftICE ADJ CAlC . l'.AI:c 4.00 0.0% 1S2...113.42 r2.113.'2 1S2.173..2 t2. 17U2i (1/;
!5( - STRC LW AI..l.OY'STL.3RD SW OING SS LS 1 .tOO (100.00 400 000.00 87.8% 1 400 000.00 :w 8J5.20 1 400 000.00 30 835.20 100.~
51 I-IGH lOAD ELASTOMETRIC ßR~PD EA 10 f1iiï.OO 15 COO.DO 21.6% 10 15000.00 ii5. 1 2 10 15000.00 285.12 1oo.(ßI
52 FURN. & mIV. CQIfC. TESTPI.E fA 8 11.100.00 89 600.00 39.0% & eg 600.00 3J)75.01 8 !19 600.00 3 015.07 100.~
53 IDffMNG ccwc. PILE ~ 253 2.000.00 srJf\.MÓ.DO 0.0% 253 506]]00.00 253 !508 000.00 100.0')
~ ¡FURN. CONC. PLE i.F 15 B38 114.00 1~OO 81.3% 1:5185 911 840.00 œ.M9.32 15185 971I!W:O.QO 8R5S.32 97.1~
M ISINGI...E SlOPE CONe. 8.ARR1ER TYP 2A LF 41!9 ..00 2SI.340.00 20m 562 33 120.00 593,41 0 562 33 720.00 593.41 "4.9.,
51 CAST IN PlACE CONCRETE BARRIER t.t 2.912 92.00 273 424.00 28.3% 1922 118.824.00 I!lDU9 0 1922 176.824.00 806.49 64.7"
!"III TEMP CONe. BMRIm IT 200 15.00 :] 000.00 D.O% 225 :] ~75.oo 225 3.375.00 112.5~
eo RESEnING CONe. BARRIER LF .4OD 10.00 4-:mo:OO o.~ 400 4 000.00 400 4..ooJj.00 1oo.e"!!
e7 ISTot.tt;: COLUMN EA- . 340.00 1304..840.00 øO:M 396 134 8010.00 1.215.83 396 134 640.00 1..215.63 100.~
401 111'15.00 317.59 100.0")
eø PtPE FOUNDATION MATERIAL TN 401 15.00 I 15.00 10.0% -401 B.D15.00 317.59
liD TN - 12.30 ø '3UO 52.4% 857 1õ5i1.10 4811.07 857 10.541.10 488.01 10fl. ,~
IMPORTED PIPE BEDOING 5 10.00 2.84 _100.~
70 SElECT PIPE TRENCH lW"".kn TN 5 1..00 10.00 .,% 5 10.00 2.84 5G4.œ 100.0"7
14.00 21914.00 21.9% 18<11 22.1114 00 5IS4.08 0 1841 22 V14.OD
71 IMPOiflED PIPE 1RENCH BACKFI.. TN 1.6<11 D.!M
12 CDF FOR. TRENC H BACKFt.L CY 31 S1.00 1.111J1.DO 78.'% 0 0 D
o.~
73 r11F F CY 5 225.00 1 125.00 17:8' 0 0 0
59.31 0 2ft! .. 04a.OO ~9.37 101.~
14 PVC roe i.:F ---,¡jf 21100 ..000.00 18. 202 4.D40..00 116 8..1 eo.nn W.57 100. oc¡.
7! S-TORM SEWER PIPe 12" [M LF 176 35.00 &.1t1UI) 18.0' 176 R 160.00 97 .57 21-:a12.85 eM.16 144.3-:0
34.8 ".73 .~ Jli12.85 11M. 1 e 0 484.73
11 '-~lrN LF D IS.OJ 15.120.00 2i2 117111.00 ~.49 100.~
Tf MOiiiiii: ........- ..._ .... ~ ~ M.OO 18.tII8.oo U1 :m:I 1 L7ftIIII.OO IIIItUg 33 ".105.00 ~.:zg 5B.~
7i' ~.a. .~rDl .J: 51 82.00 ..MØ nn 1a. 33 708..œ .....28 0 22".. 66.3-'
131 eœ.œ 224.. 138 . A: lIOO.œ
71 . SPe':. a. S'TRM 12" D LF· 211!1 !IIloo 10.400.00 37. 100.5 4þ.oo S :D1.11 II:U~
5.1eo.oo st. U'ln ""..00 231.1.
8) I ClLVBlT c.. 24" DI LF 1M 411.00 1.M'100 415.80 1153.8-;'
1t I 4"'(M t ~ ~.!!! ~ . rz=""" "i5..u 11
Ii TCH BASIN TYI EA -- 1 71XI.OO ....18 1oo.~
7mj Q 100.00 12. 1 700." .....7e
IZ ~---- 1 151..21 2000.00 158.28 1oo.1M
2 1Jrm.oo 2.lIDD..M 1iö.j 21DlOO "111 100.Ð-i
lA"II_ oW' 1 Uðß.oo 221.11 1 1 4Oloo
rc BASIt TYP ._~. 1 ~œ 1400.00 n. a 2 -m-oo 100.0-.
2 110.00 nom 100. 2 220.00 3 11ii1f.oo 52.80 150. O"!
2 anoo urnoo 31.5 1111ðO 1M :52.111 O.~
IT D
100 óSj 150.00 20_ G 1541 1G.m:200 338.17 100. O"!
&(,11 1 !WI fiiO 1D..122..DO 35.3 1548 10.a?2 00 336.17 ~8111.25 189." Ø6.8~
27! ".M1.2!5 1B9.41 0 m
.,3 1.1$ 411:M 75 11 8!13 1 .......50 11170 :57..(0:
2" FA 1liif :1.5111.50 1!18. ~ 1.4&1.50 111.70 0
43 P 1 1 fIJ1J 771 ,,~.m .48.31 0 27 1113 00 46.31 '"5.7'''
1111 3.00 !WI.OO .. 18.00 3.55 50. )~
U-4 PA: 78.00 3.515 0 13
ZI 8.00 1:51.00 51.7 13 100.00 1.39 100.0'<
Ui ~ .!I UIO.oo 7.~ I:
2 10.00 ,eo.oo 52'_ 1 MiO.nn 27.30 100.0'"
1-.0 .~.& EA !lM..ÐQ 2730 0
EA. !WI.Π5!ltM !ill" 1 4 1 OOD.OO 28.40 50.0"
-f!O 3O.m of I.otnOO 28.40 0
I 2!iO.00 ,. .moM 590$ ø.~.oo 380.83 148_0'
152 EA 590 - jI 850.00 380.83 0
sv 4D4 15.00 I.OI!IO.OO 48.
1~ r CEMENT I"".lW(':RFTF SIDEWALK
I BId.....
we
159
1&1
17(1
1~
173
14
m
118
1af
1M
117
1M
118
180
1fl
ceo¡¡-
CCOÐ
CCQ1!,-4
CCöJ18
CCOi"19
CC".DII':n
. ffrwn
CCOI32
-....---..-_...... ---..---
PAm
Pragrøs P'JIMftt nl & FJn,¡1
1
IUd I)ncrlpØea
-SCHEDULE K-
PERMANENT IMPACT ATTENUATOR
REPAIR IMPACT ATIEHUAT~ .
illUMINATION SVSTBA Nð.2CONP\..E1t=
ÆRMÞ.NeNT StONING
r:ANTILEVER SiGN. NO. 2
~AStGN NO~
BRIOGE~ ~Hn 1
PAINT STRIPE.
PLASTIC GORE STRIPE
P\.ASTIC TRAFFIC AAROW
IHðRIZONTAl ~ER
IPNEtJMAtlC ~ eEL
I~YfTDIiiYi~18NCf
1~POINT
'(",..A&.~~f'I; PA~
FI
F2
F4
F5
Ff
FBi
CONe, CL 4000 FOR BFl:IDGE
IS11='1=1 REINF~ BAR RJR BRIDGE
ICOOCRETE ClASS .&000 FOR BRIDGE
I STEEl RBNFORClNQ BAR FnA BRIDGE.
4000 FaA. BRIJGI;
en:Ei
csr£-3'" ~A.
IN-e r....,,.. hm SdvIoU. A
N-tI CS9i"::-
f4.10 iiINiM T.
~AstW~
EWB 17-3 T""" tam SdwU; A
EWBI1-4 Item ~
Cbau A SInni:.
E\W '14-3 TrBnIrer ttwn Schedule A
EWe .18-) ~Sc:hedute A
~ ..---w8I
EWe '19-3 Transfer from Sc:h8cUØA
EWB '19-4 P!ace r ..... Br AbU: 3nI sw
EWB '19-5 PIece D8tf -.os A-1'....2 AhL
EYíB ng...fI11eth Or.In.....so.&-2e
EWB '19-1 Rem. N:P CSt. Sbm IdM
ewe 11 Q.81nst111"'- 0rWI S04-3O
EWB'1Mhu19-14
EWB '10:15 ÞbUment DrIIn
ewe .1ø.18 T....... from SchMtM A
CCOI23
Pond Exc:8v8Øon ~.....
Wet MaIertIII Remo¥II
EM 122-3 T-w From SdWti... A
EWB 122-4 DeIenIon PaId t2
l~----.vi"1uues
I EWe J23...8 T...-.fer F"'- ~ A
ccom
CCOI29
EW8I285TrandI!r F-~" A
c:a..s 1 ~
PN11182M:I T........ hII'I SíI::twtM A
Geo ~ CRIP
EWB128-7 -WIll ~K
1" "'-- -... Sc:h K
EWB "
W'" Sd\ K
1 R>_ K
FWii 1 T
~ L11 ~_SdLK
.. ßIiIij\
A
ewe n2.a T.....F-~...
CCOI33
=-
EWB ~ T'-""FnJm ~A
u.a. I a:... I =.. 1 BY T.... u"p..1
EA 2 111'1ii100
FA. 0.67 5 000.00
.s OA1 200 000.00
LS 0.0 40.000.00
LS 1 25 000.00
(S 1 Zi.œo.OO
LS 1 &1iiloo
J e.MD 0.08
LF 11e 1.00
EA 2 35.00
EA 1 10.oao.00
EA 11 1.30(100
EA 20 22rif,oo
EA 30 1 000.00
EA 18 180.00
SY 3..I2D 10.00
CY 118 280.00
LB 5.IiW 0.37 S
CY 118 moos
La 3..u8 0.37 !to
e.v 1M 2SJ.CXJS
LB f:iif f 0.37 S-
TON 1.271 S 15.00 S
s
f¡
LS 0.4 S 20..ool(00 j,
S
S
SF T100 s. 2ó.eo i
LS 1 II 3807.58 I
S
FA US I; ZlMi'(oo
0.3
C'.Y
cv
!!.11!Q S 13.07 S
1liif S 2.00 s
I
s
fA
1 S "Bn'.83
LS
1 I I7115.32 S
i-
FA
1 T 1ö:iii1.00 S
S
gv
~~~! ....117
A
LS
SY.
LS
BIll T.... l":=:'" '
1
22 00,100
3 .00
Ie .00
17 .00
:zs .00
25 .00
e .00
52HO
1145.00
10.00
1([000.00
14 300.00
44..000.00
30 CXIO.OO
3:l.mOO
151 120.00
33.c40.00
2 1M.BB
50 74t1.00
1.275.02
48.A80.00
679.119
19..Ð85.oo
17.m:05
8..OIif.OO
1 000.00
43.MO.OO
2Q.110.oo
BØ07.58
9.000.00
B 769.03
..262,34
7871.74
1ïm17
5 158.57
4 3~f"-77
2~7.32
1" 7&
4.o17..ze.
n:vw.eo
7UðC.eo
2:1·1"U .<UJ
n m..-:mi
.-
'!:"!:.?'œ' ..!'!!!!
14.M221
8III.2MI.78
MftY.MI
2'1J11i8A8
~ P«1ad
QuMiiV , m 1
98.7%
0.0%
8(ii
82.5%
79..2%
7&... "JI:
58.3%
75.0'10
85.O"1L
57.1%
30.0%
23.1%
27.3%
40.0%
38.1%
82ft
~1
~ 0
"'7.00%
43.CJI)%
100.00'%
100.00'tt
100.CJD'W.
1958
1583
o
1
11
20
30
18
411.B
34.8%
82.2"A
34.B'W.
82..27.
:w.n
82~
49.1%
1.271 i
11D8A7
15. Q'J ,
0..0.
101)..D%
13~
11.ImOO
I This ~
Tax I a...ntJty I I$S
1
955.42 I 0
DC 000.00
17.2DO.00
25Jii1.OD
25.000.00
8.000.00
156.411
1.!83.00
1 öliiJ.oo
1UOO.00
44 000.00
3C) 000.00
3.2.0.00
7 878.80
2.724.80
726.00
1.237,10
1084.12
323.21
10.33
118..9'1
264.00
290.eu
1:051..06
1 058.00
108.83
42:2.22
0.00%
0.00%
0.00%
0.00%
O.OO'Wr
o
o
o
o
o
o
o
o
o ~
o Ii
OS
o s
os
os
os
o
o
0."
3 7111 I; 53 030.12
2 031) S :HI..3!8., 10
0-0%
0 2706.30 S
O.QllC,
1 I; I:718.:r.z s
0.0'1.
I 1.IJ1D.II5 I;
-.... BCIð9 "0:1:.215 5-217.07
373 1I!.7CD.1 321.17
1321 "?II!'!. 1131.....
1123 18N5. IIØJfi
1f104 ~I.MO. 1..381.12
Q.O'!II 1 14Mi 1
8819 1 fUtii ~ 5"'1.48
0.0%
5 7001~ 20.212.31 s
8.23A.ŒJ .£ -~ 1')
O.IJ'I 828.00 I :uß..7I I
0.0% I
O,D S 1 10:z.e0 I So
23Ø7.83
nlUJ7
2.711..3a
to.ooo.OO
11..15
118 T
5e&4 I;
118 S
3 4ot8 f
1M S
1Ji:i7 S·
33 040.00 100.110
21159.68 S 59.38
!SO 740.00 .. 1..ta2. 44
1275.02 59.32
4.480.00 1 JW8.!3
879.88 r 23.82
19065.00 f 833.83
'7977 05 t'tIDA.5i
-8148.35
1.1Xif.oo 97.94
1.tn': .00
13.iiQ.00 ¡-
Ii 807 ..5e S 343.111
230.97 2.10
506.89 &.93
!Ii9O.eo 8.91
e19.57 7.25
1ß93.80 22.18
121110 7.28
T179..-45 25.51
".3tnD7 5O.8J
1 t. 14.MD..51
1n mn I ~ 3UM.m
30DD I 1m m
DliTT :UDS.ao S I föüO
II.
0.35 Is
0.05 T
8iØ01
100 S
1.00
Hili
1.DC
-1.00
1
Tax
I Total To OM I P.~
au.ntItv as Ta 1 Comøltte
I I
1 11000.00 955.'2 50.~
0 D.()' j,
47.00% 941100.00 2 724.80 100.0'%
43.00% 17.200.00 126:00 100.0"JI.
100.00% 25.000.00 1~1.10 100.0'%
100.00% 25 000.00 , 084.12 100,0")1.
1IXJ.00"IC. 8.oöQ.oo 323-21 100.0'%
1958 156.48 10.33 3O,[J%.
1583 158.1.00 1111.91 1J8.5'%.
D O.~
1 10 000.00 264.00 1OO.M.
11 14.300,00 29(1.159 100.Q'b
20 oW..om.OO 1 057.06 100.O"b.
30 301Iãfoo 1 056.00 100.~
18 3.240.00 108.e3 too:Q'C.
479.8 iö.80 422.22 12.6""
s
S
S
S
I;
S
118 I 3J 040J)D I 100.60 100.O':C:
58841 2 169.68 S 59.38 1 DO. Q'¡I(,
118 S 50 7"0.00 s 1.462.... 1 DO.O'Aí
344Ø J f275.02 I 59.32 100.0"iC
186 J 48.480.001 1043.83 100.~
1837 ! 679.89 I 23.82 100.œc
121'.0 S 19 DIS5.00 S 833.83
1 198.5 S 17.977.œ S 11.934.59
S iii1-48..35
0.35 ! 7 000.00 S fJ1.~
0.05 1.000:00 :t.
680 ! 13 iMO.OO I;
1 So 3 9:J1S61 S 343,.87
230.97 2.10
506.89 5.93
1 510.60 e.91
1 819.S7 7.25
1 1.m:eo U18
1 e21.80 1.28
2..119.,L"I 25.51
4~07 SO.8O
3 7iM1.00 S :53.D30.12 I
2.030.00 'I 2S~.10 !
I. 2 708.30 !I:
1.00 t. 2718.3.2 S
s U10.&5 s
e 059.00 102 15.33 5.217 .07
373.00 s. .51 321.17
1.321.00 22_ i.27 1137.44
1 123.00 18- I.D1 906.95
1 «M.OO 27 48 1~112
1.00 14 .51
1.811.00 115 .53 51111.415
5 704..50 T 20-212.31 S
8..238.00 I 2B.3311!..1:Z I
828.00 I :U~.lB S
~
0.01 s 1102.50 ..
3rd Street SW Grade Separation Profect
PR 521
ProgfHti Payrraent ftI & Rnal
1 SctIetkM J 1 1 BId ceo 1 Prwtoua Pertod This Period Tatal To Date Percent 1
tMd tt.m B loll o._erttttlOl"l Units au.ntHy AdJuIl BkI TcbI U.P. Bid TOIIaI I QuantltV 1 SSS QuantItY SSS Quantity 5SS Comptete
A 70 SELECT PIPE TRENCH BACKFill TN 130 15 14.00 S- 1 7SO.oo I 149.2 S 2 088.80 o i 149.2 $ ~088.80 119.4%1
A 71 WPORTED PIPE TRENCH BACKFU TN 3ess (1 674 14.00 S 27874.00 1531G S 21526.88 o S 1537.62 S 21 526.68 77.2%
A. 72 CDF FOR TRENCH BACKFILL CY 396 '41 51.00 E 18 105.00 o $ 0 OS - 0.0%
A 73 CDF FOR FilliNG PIPE CY 15 (5 225.00 S 2:250.00 o $ 0 aT 0.0%
A 704 PVC UNOERDRAIN P~8'" Ot LF 200 7200 20.00 S 0 0 OS Schedule K
A. 75 STORM SEWER PIPE 12"' DI IF 2202 t176 35.00 !t 70910.00 1174.1S 62 095.60 0 1774.113 S 62 095.60 87.6%
A 76 STORM SEWER PIPE 1 ø- Dt IF 663 i3..1fi 45.00 5 14 115.00 327 14715.00 0 327 $ 14 715.00 100.0%
A 77 STORM SEWER PIPE. 24" DI LF 514 t262 64.00 S 16128.00 226.9 14521.60 0 226.9 S 1<4 521.60 90.0%
A 78 01 PIPE SPEC. Cl 52 STRM B" Dt LF 91 (33 82.00 S 5 248.00 65.3 5 354.60 0 65.3 S 5 354.60 102.0%
A. 79 ~ PIP~ SPEC. CL 52 STRM 12" D4 LF 2006 (435 SO.OO $ 78 550.00 1289.7! 64 481.50 0 1289.7 S· 54 481.50 82.1%
A 80 STORM CULVERT PIPE... 24" at LF 120 1120 48.00 S- O o S o S Schedule K
Ii. R1 CATCH BASIN TYPE 1 EA 40 t15 420.00 T 10 500.00 22 9240.00 o $ 22$ 9 240.00 88.0%
^ 82 CATCH BASIN TYPE Il EA " 11 700.00 $ 2 100.00 1 1'00.00 o $ - 1 S 700.00 33.3%
A 83 CATCH BASIN 1YP£ 2 48"" EA 11 T2 1 000.00 $ 9000.00 8 8 000.00 0 8 S 8 000.00 88.9%
A 84 CATCH BASIN TYPE 2 60" EA 1 1700.00 $ 1 700.00 2 3 400.00 0 2 S 3 "00.00 200.0%
A 85 eye BASIN TYP.2 ftO'" WIFROp..T EA 3 71 3 "00.00 S 6 800.00 2 S 6800.00 0 2 6 800.00 100.0%
A 87 MANHOlE RtNG & SOliD COVER EA 8 (2 110.00 S «0.00 5 S 550.00 0 5 550.00 125.0%
A- 88 TRASH RACK EA 3 t21 800.00 S 800.00 1 S 900.00 0 1 800.00 100.0%
A 89 CONNECT TO EXISTING CATCH BASIN EA 1 250.00 S 250.00 2 S 500.00 0 f 2 500.00 200.0%
A go TOPSOIL TYPEC CY '51 l151 30.00 -f o $ o S 0 Deleted
A 91 SEEDtNG FERTILIZING & MULCHING SY 6670 (i670 S 0.22 T o S o S- O Deleted
A 92 BIOSWALE SEE01NG SY 700 rtoo 0.50 S o S os o S Schedule K
A 93 TOPSOIL TYPE A (FOR PlANTtNG\ CV 3545 455 23.42 S 93680.00 3495 S- 81 852.90 o $ 3495 i- 81 852.90 87.4%
A 94 IMPORTED SOIL.MULCH AMENDUENT CY 2250 ~ 30.00 S- O S o s o S De}eted
A 95 LAWN SEEDING SF 11000 12 leA 0.585 13435.12 23'64 S 13435.12 o S 23164 S 13435. '2 100.{ %
A 96 WILDFLOWER SEEDCNG SF 47 ODD 3938 0.06 S 5 "174.28 86238$ 5174.28 OS 86238 $ 5 174.28 100.0%
A 91 BARk MULCH CV B69 ~19 25.63 186S9.SO 747S 19145.61 o $ 747 5 19 145.61 114.9%
A 99 PSIPE. VINE MAPlE·18" HT. BARE ROOT EA 541 346 U56 908.70 195 S 908.70 o $ - 19ST 908.70 100.0%
A 100 PSIPE BIG-LEAF MAPlE-'B" HT. BAREFñ EA 182 119 4.1S6 200.38 43 $ 200.38 o S 43 $ 200.38 100.0%
A 109 PSIPE WESTERN HAZELNUT-IS"' HI SR R EA 281 178 6.99 719.97 103 S 719.97 OS· 103 1- 719.91 100.0%
A 114 PSIÆ DOUGlAS FIR·IB" HT. CONTIdNER EA 550 394 12.82 1 999.92 162 S 2 076.84 o S 162 S 2 076.84 103.8%
A 116 PSIPE WESTERN RED CEDAR 18" HT. SR EA 193 li6 12.82 1.243.54 911 1 243.54 OS 91 S 1 243.54 '00.0%
A f17 PSIPE SERVICEBERRY.18" HT BARE ROO EA 65 133 5.83 186.56 32 S 186.58 OS 32 S 186.56 100.0%
A fiB P$IÆ REt>-OSIER OOGWOO()..18" HT BR EA 221 1111 5.83 MI.30 110 S 641.30 o S 110 S 641.30 100.0%
A 124 PSIPE PAC WAX MYRTlE·18'" HT"CONTAIN EA 89 (43 16.31 75026 46 S 750.26 OS 46S 750.26 100.0%
A 125 PS1PE PAC WAX MYRTtE·24-3IT HT B&B EA 23 723 30.00 o $ o S o S Delete"
A 128 PS~PE COMMON SN0W8ERRY-18'" HT BR EA 877 1533 4.66 1 603.04 324 $ 1 509.84 o $ 324 S 1 509.B4 94.2%
A 130 PSIPE NOOTKA ROSE·' S- HT ·BARE ROO EA 487 1244 4.66 1 132.38 243 $ 1132.38 OS 243 1 132.38 100.0%
A 131 PSIPE THIMBLEBERRY·18" Hi BARE ROO EA 272 "36 4.66 633.76 136 S 633.76 o S 136 633.16 100.0%
A 139 CEMENT CONCRETE BARRIER CURB &-af LF 3386 11546 7.00 12 e80.00 38'2 S 26684.00 OS 3812 :26 684.00 207.2%
¡: 140 EXTRUDED CURB TYPE. 1 LF 415 3.50 1 452.50 1144 $ 4~.OO OS 1144 4 004.00 275.7%
A 141 ASPHAlT CONCRETE GUTTER If 240 10.00 2 400.00 240S 2 400.00 o 5 240 2 400.00 100.0%
A 142 TYPE C PRECAST TRAFFIC CURB If 3719 (413 9.15 S 32 233.50 769 S 1.497.15 o s 769 1497.75 23.3%
A 1-43 RAISED PAVEMENT MARtŒR TYPE 1 EA 2.921 1.1619 S 1.50 i- t 863.00 7&4 S 1 146.00 aT 764 $ 1 146.00 61.5%
A. 1... RAtSED PAVEMENT MARKER TYPE 2 EA 409 1186 3.00 $ 669.00 263T 789.00 o $ 263 Si 789.00 117 .9%
FLEXIBLE GU~DE POST EA 30 30.00 S 900.00 o S o S o S 0.0%
A 1-45 11 616.00 116.6%
LF 415 24.00 $ 9960.00 484 S 11 618.00 o $ 484 S
A 1.4E1 BEAM GUARDRAIL TYPE 1 800.00 S- o $ 0 0$ 0.0%
A 147 BEAM GUARDRAIL ANCHOR TYÆ 1 EA 1 600.00
0 o $ #CIVIC!
A 1~ CHAIN LINK FENCElYPE 3 LF 680 1680 6.00 S o S Schedule K
t2! 0 0 o $
" 149 END CORNER & PULL POST FOR Cl FE~ EA 2 eo.OO $ 0 Schedule K
f1 550.00 0 0
A 150 IDOtJBLE 14· CHAIN ltNKGATE EA 1 15 3 000.00 300,0%
MONUMENT' TYPE A tMODIFIED\" EA 5 200.00 1000.00 15 3000.00 0
A 151 181 250.00 6000.00 4 1 OOO.ÐO 0 4 1 000.00 16.7%
A 152 t.IONUMENT 1YPE B fU[')[],ß:1ED\ -Eo{ 32 0.0%
(404 15.00 3 420.00 0 0 0
A 153 CEMENT CONCRETE SIDEWAlK FíV 632 " 28 000.00 '33.3%
TEMPORARY IMPACT ATTENlIATOR EA 3 6 500.00 19 500.00 .4 28 000.00 0 100.õ%
A 157 121 11000.00 22 000.00 2 22 000.00 0 2 22 000.00
A 158 PERMANENT "ACT ATIENUATQR 1=. 4 O.~ 2 768.48 187.7'%
REPAIR IMPACT ATTENUA~ FA 1 m.tm f 5000.00 1 850.00 O~ 2 766..8 0 100.0%
A 159 i ûû.íiíJiii - iSo oou.oo o .DO'tft 100. jQij 150 000.00
1M !..! UM=~T!CN SYSTEM NO. 1 ~P"...£'n .~ ~ .. iSij ÛÛÛ.ûü .... 'Î 50 ûOü.oo 100.0'%
... 2öö..000.00 106 000.00 S3.QM 106 000.00 0.0(1% 53.00% 106000.00
IlU.IM !NA: NO. 2 COM )( çn: LS 1 to.47 100 000.00 100.0%
A 161 100 000.00 100 000.00 100.00% 100 000.00 0.00% 100.00%
A 183 TRAFFIC S GNAt. SYSTEM NO. 1 COMPI..J;" LS 1 100JiMi 100 000.00 100.0"1.
t 100 000.00 100 000.00 100.DMIi 100 000.00 O.O()%
A 164 TEMP TRAFFIC SIC".NAl. SYS NO. 2 coup. J; 0.00% 100.nMC 30 000.00 100.0%
30.000.00 30 000.00 1oo.QM(, 3D 000.00
A 165 Ie S1GNAlSi'S NO. 2 COUP J R. 1 0.00% 100.00"W: 40 000.00 1 00.0%
SIGNAL tNTERr~[ IlriT~ NO. 1 COIFI J; 1 .to 000.00 -iO 000.00 100.QOII 40 000.00 100.0"""
A 1&1 "800.00 000'% 57 .00% 22.100.00
1 m:43 40 000.00 naoo.oo 57 .DO%
A 170 PERUANI=NT SIGNING LS 50 000.00 0.00% 100.1)0% 50 000.00 100.0'%
50 000.00 50 000.00 100 .f'InIII ;
171 ISIGN BRtOGE NO. 1 -~ 1 O.CIO'% 000% Schedule K
A ~""".. TUIE on., ~ 1 f1 25.000.00 0.00% SctteduIe K
A 172 o .ðMiI. 0.00%
1CAN' SIGN A" rRlJ( n..JRE NO. ~- " ~ 1 1 25 000.00 0.00% 0.00% Sc:heduie t{
A 173 0.00% O.ooeA.
SIGN BRACKET NO.1 LS 1 t1 6 000.00 9764 781.12 33.3"'-
A 174 2.346. 08. 9764 781.12 01
~ 35~ IAEm' o.oe 01 23öQ S 2,300.00 27.9%
A 115 ....- 9..383 11 145 1.00 8 nil. 001 ~ 2 300.00
A 176 TRIPE LF
Page 2 of 11
M1J :511'H1 SW Orade s.p..tIon ProJKt
PR 521
Progrw. p.-ymem ~8 & FInal
I Sehedul.JB1d ø.ml I I Units I ~I ceo , I I PrevIous Peñod Thta Period I Total To Date Percent
Bid Desertptlo.," AdþId. Bid Total U.P. Bid TCItaf au.~ SSS au.~ sss QulntIty I US Complete
A 117 PlASTIC CROSSWAlK STRIPE SF 1090 S 1.50 f 635.00 580 S 870.00 0$ 580 810.00 53.2%
A H8 PlASTIC STOP BAR (24" W\DE) LF 6'5 t 3.50 2152.50 2SO _$ 815.00 o S 250 875.00 40.7%
A 179 PAINTED TRAFFIC ARROW EA 10 35.00 350.00 o S o ~ 0 0.0%
A 180 PlASTIC TRAFFIC ARROW EA 30 a} 35.00 980.00 15 $ 525.00 0 15 525.00 53.6%
A 18t ~ TRAFFIC LETTER EA 10 20.00 200.00 o S 0 0 0.0%
A 182 ROCK WALL SF 290 j29Q1 8.00 o $ 0 0 Deleted
A 185 VERT1CALINCltNQMETER EA 1 10000.00 10000.00 1 S 10000.00 0 1 10 000.00 100.0%
A 186 HORIZONTAL INCl1NOMETER EA 1 _(1 10000.00 o $ 0 o S Schedule K
A 187 PNEUMATK: PIEZOMETER EA 15 "1 1 300.00 5 200.00 .. S 5 200.00 0 4$ 5.200.00 100.0%
A. 188 PNEUMATIC SETTlEMENT CEU EA 2. (20 2 200.00 $ 8 800.00 .. S 8 800.00 0 4 S 8 800.00 100.0%
A 189 GEOSNntETW; t.INTD ROD EXTtfSMTR IIIRKT EA 30 J30 1 000.00 S 0-' 0 o S Schedule K
A. 150 SURVEY POINT EA 73 (18 180.00 $ 9900.00 2.. S .. 320.00 0 24 S .. 320.00 43.6%
.\ 191 G~E PAVEMENT sv 3.820 13.820 16.00 S o S 0 S o S Schedule K
A 192 RE LS 1 C1 S 25000.00 S 0.00% S 0.00% S 0.00% S Deleted
ADUINISTRATIVE DEDUCTJoNS
IRestaIdna Chnø $ (19081.10 _$ J (19087.10
CCOt1 Unldenthd~ FA 1 S 14500.00 14500.00
EWB .1-1· Ren\lDiSp Underomund Tank 11 343.94 $ 3 15Eì.08 S J 156.05
EWB .1-2 -~ t.fisc. Debris 7528.94 $ 3 815.00 S 3 815.00
EWB '1+3 - Bemove liaht - to Sd1 B 7528.94 o S o S
EWB '1-4 - ReIoaIle SR18 Sian 5 039.07 S 2 489.81 S 2 489.81
EWB '1-5 - Pothole Unknown Sewer 4 765.86 S 273.21 S 273.21
EWB '1-6 - Connect to Unidentified ~ 3722.03 $ 1043.83 $ 1 043.83
EWBI1-7..J.b. Jan"s "3017.35 $ 104.68 S 704.86
EV\IBI!1~ CItY of AWum.Sb'I 2 506.27 $ 511.08 $ 511.06
E\\Ð .1-9 - Mall Box 23ot1.45 $ 164.81 S 164.81
EWe '1-10· Patrtda~ Clock 1 996.50 -.l 344.96 S 3«.96
cco.2 T FA 1 S 2 000.00 $ 2 000.00
EWB «2.-1 ~te Catch BBn --'- 1 323.37 $ 676.63 -$ 678.63
CCOI3 Sims ft T@mD. Ramp! , FA 1 S 3 000.00 S 3 000.00
EWe 13-1- Instal T emo SQ-.s S D.14 $ 2391.86 $ 2.391.86
CCOt4 CSBC 3" Sec!ion A Ton 3.886 $ 15.00 58 290.00
EWe '104-1 - Eebrwuv CSBC 35 580.30 1513.9E S 22 709.70 1513.9E -'- 22 709.10
E\fVB ~-2 . March CSBC 17 .2!M .40 1219.OE S 18285.90 1219.OE -' 18285.90
EWB :14-3 . AarII CSBC 1.. 729.70 110.~ 2 56'.70 170.9E $ 2 564_70
EWB .--4 - Wav CSBC (5471.85 1346. To 20.201.55 1 :M6.7 7 S 20 201.55
E\'YB 14-5 - Delver CS8C 818101 (6 -467 .40 88.37 995.55 68.3 7 S 995.55
ewe t4-6 - Transfer to Sc:hectute K (1.271 (6467.40 -1211 (19065.00 -127 1 S 19065.00
EWB'M-1-CW.WC end 3rd W. t31125."5 2043.87 30 658.05 2043.8 7 S 30 858.05
EWe t4-8 - CW we .wd 3nI W. (SO 854.80 915.2!: 5 13 729.35 915.2 S 13729.35
COOlS 3rcI Street S8nItatv FA 1 S .. 000.00 S .. 000.00 o S
EWe 15-1 - Conned to Sewer - To Sch. C 01
ccoøø IMo:Ifv H2O MaIn.. A St WS & B St S LS 1 $316. 38 S 316.38
EWB tl6-1 - ModIfy MøIn - To Sc:h D 0-'- o s -
CCOØ7 Add Ashlar Ston8 LS 1 S 20 000 .00 S 20 000.00 12000.00
S 8 000.00 -'- 12 000.00 S
lewe WI- S 1 000.00 S 7 000.00 ! ., nnn nn.
IEWB WI-2-16% CorrdrIt8 ¡ S (7,000.00 S 17.000.00
IEWB ~-3 ·1,..,.10 Schedule K v._
I s 0.99 S 5940.00
ccoøø LF 6000 S 3 920.40
S 2019.60 S 3 920.40
IEWB --1 - Thru 11129 S 5940.00 -'- (3.920.40 S 13.920.40
IEWB.' . OeductJ!mdlna ~
I S 18.000. 00 S 18000.00
CCOI10 Reset C FA 1 S 12980.86
EW8 '1 0..1 +fi8IOC::8IiOn or CBs S 5 019.14 S 12980.86
CCOt14 I Schedule A Clan A SIms I SF 3.500 $ 20.50 S 71 750.00 866 .72 S 17161.16
IEWBØ14-t I S 53 962.24 866.7 $ n 767.76
S 48 51..89 286.7-' 5 ..67.35 266.7 S 5 467.35
1£WBI14-2 I -680 S (13.940.00
(2.100 S 19,404.89 -880 S ('3.!MO.OO
~ EWM144 - Transfer 10 Sc::hedute K I
Page 3 of 11
3nf Street SW Orad. Separation ProJect
PR 129
Proørns Piyment:l21 & Rnal
, 1 I I I ~, ceo Prevloua Period I This Period 1 TObII To Date Percent
~ Bid ..... Bid DncrItII:IotI Unb AdþusL IUd TaUI U.P. Bid TðtIi Quanttty I SSS I QuantitY- SSS I Quantity I ISS Compr.tè
I
ceo.15 Intercornec.t Svstem f.2 & RenvJve Pole LS 1 $ 5 84D.50 S 5 640.50
EW8tI15-4 - Pole 8-1 and Interc:Jnned S 1 S 5640.50 1 S 5 640.50
CCOI1 B Stone Cdurnn Credit LS 1 S (3--:-907.56 s" ~907 .56
EW8 " $.1 - Stone C'.OIi.Imn Credit S (3 126.05 2O%S "81.51 20.00% S 1781.S1
EWe .'8-1 - Stone Cok.IilV\ CredIt S 80% S 13 126.05 8CtOO% S (3 126.05
EW8 "8-3 - Transfer to Sd1edute K f1 S -100.~ S 3907.56 -100% S 3 901.56
CCOI19 Underdralns ð AbubnentslSoll Hal Wal FA 1 S 20 000.00 $ 20 000.00
EVV8 "9-1 Underdrøins ftÞ SNW r S 9342.15 $ 10657.85 S 10651.85
ewe "9-2 Perforated Pioe-BNSF P1 Fta.-Wat 18 S. 9111.18 S 230.97 s" 230.97
ewe ".3 Transfer IoJkheduie K m.45 S 342.15 S l23O.97 S l230.97
ewe .,9-16 Transfer to SC:hecUI!I K fÓ.30 S (S 857.85
CC0l21 Tv 1 induction l.ooœ. LS 1 1 2 308.30 S 2308.30 S S
EW8I21-1 S , S 2 308.30 1 S 2 308.30
COOI22 Pond Excavation Incfuc:iina H8uI CY S 180 $ 13.97 S 72 364.60
EWB#22-1 S 28359.10 3150 S 44 005.50 3150 S- 44 005.50
EWBrn-2 S 19334.48 646 S 9024.62 646 S- 9024.62
~-3 Transfer to ~ K (5 180 S -379E S (53030.12 -37ge S (53 030.12
cco.n IUnderarOI:Jnd Issues FA S 2 597.63 S 2 597.63
EW9 123-1 Extend MonItortna Wea S 2088.31 1 S 509.32 1 509.32
I EW8 123-2 Exc. Scft SutJaF8d8 c St. SW &37.28' 1 1 451.03 1 1 451.03
EWB 123-3 ExC: Soft SubanadI!I Curti Adiust CSt. - "89.54 1 147.74 1 147.74
EWe t23-4 Rem. Fent:A Alana BNSF I (108.61 1 596.21 1 598.21
EWe «23-5 ~ wi NIM' Sform &II C & Main rø70.21 1 161.54 1 781.54
EW8:t2J.6 Transfer to SchedtiII!t K S 12.706.30 r7S1.54 (2.706.30 (2 106.30
EW8 «23-7 t.4onIIoiii1ð Well Otd C St. Abi (1196.58 <4-35.04 <4-35.04
cc004 Geowan DralnaOl!! Revtsions LS 1 S 1500.00 S 7 SOD.OO
I~for InSUillatlon of 1- Pals LS 1 S , 100.00 S e 600.00
Class 3000 ConcrI!!te 8IIddiII CY 10 S 88.63 S 9 .86.30
ReW.:s CIP B8nW 81 Catch BasIn EA 20 S 18.60S 9.858.30
EWe «2..·1 InstøII ~ S 3108.30 $ 8750.00 S 6150.00
CCOOs Re'Iise Rock Wall SF 1700 S B.65 S '" 70S.00
Ctaain link Fence . 4 Foot LF 95 -95 S" 6.34 S 1.. 705.00
Fencl! SIeevtiS and ~ LS 1 I . 005.50 S 18710.50 21 668.25
EWe Q5..2 Rode Wall East SIde S '2 957.75 S 21 668.25 1
EWB ~ Rack Wall East SIde S (3 355.85 461 391.90 46 S 397.90
CCOI!28 RusUficaIIon Grooves LS 1 S 2716.32 i 2 716.32 S 2716.32
EWB t26.1 Farms S S 2718.32 (2 716.32
-1 S S (2.716.32 S
EW8 ~2 Transfer to Sc:hedI.Ae K
CGOIrZ1 Class 1 Finish FA 1 . S 10000.00 S 10000.00 S e 810.85
S f 189.15 S 8810.85
EW8 "Y-1IhnJ27-12 Class 1 FInish ·1 S S fS 810.85 S (8.810.85
ewe 121'-13 Transfer to SchIåJIe K
CCOI28 Wal1 S T 99725 S 7 997 25
EWB 128-1 WIlli Overex. FA 1 S S 7 997.25
CCOI29 IPrIItMt Wall CR1P 1- 10000.00 10000.00
- ... ..s 1
I"'.rIn SInIInœ; LS 1 S 18.749.30 29 7.9.30
F8Ide SF 44.445 1217 83 I 16.87 411 051.24 10 000.00
401 057.24 10000.00
EWB~i (139 156.60 32..022.18 540.211.84 32 022.16 5040 213.84
EWe -m--2 Transfer A33 0uInIItv (157905.90 18749.30 18749.30
EWB n9-4 c. I Sa\'fnœ .8821.78 -12.254.1 ~ f206.721.88 112254.16 {206 727.68
SchA 14' 398.96 5 :Me.CO 90 220.16 5 348.00 90.220.76
EW8 '129-8 ("'WI' Wall Sch A (83 573.98 2-500.00 .2 175.00 2 500.00 42 115.00
EYt'B 129-13 ,w... ~A 1 . (14860.51 S 183.573.98 1.00 f1.860.51 1.00 'H 860.51
IEYm 1J29-15 T K LS 711!1 .05.17 .1 091.00 11 8 405.11
EYt'B G9-18 in w.I Sc:h A I S t6S 188.81 f1 091.00
I 18168.47 I I
t LS , S 18.188. 47 S
~ CCO«31 Sol Nell WIllI ReYIsians
Page 4 of 11
3rd Street 8W Grad. Sepantlon Protect
PR 521
J'n)oress payment '121 & Final
~ .
kheduI. 8k1 .....1 I ~I ceo I I Pnvious PerIod This Pertod I Total To Date Percent 1
81d~ u.... AdIud. I tel T cUt UP. Bid Total Quanttty liS QuantitY 1 In QUIIntfty $SS Complete
ccn.s, Trame SkInI!II :J.4 RÞ rt...oaOS end VkSeo\ lS 1 S 5818.00 S 5 818.00
EWB 51·' l.cor. Ind VIdeo S S 5818.00 S 5 818.00
CCJ'\ t52 Delete ~Heads lS 1 S '258.00 S f258.00
EWBIJ52-' DMete SIIrInIMr Heads S T r258.00 s 1258.00
CCOß& ~~ FA S 15000.00 S 7S 000.00
EWB:I54-1 thnI6 S 36220.94 S 38 779.06
I 38 719.06
ceo IS6 Install HDPE Sewer Une LS , S 13615.86
Exc:awte POnd 13615.e6
LS t S 19936.34 33 552.20
Construct Rc)ct( Wall SF 2-551 ¡- 8.65 S5618.35
~, 1nsIe" HOPE Sewer line
EW8Ø55-2 Exc:a'J8te Pond "3 364.00 0.9S 12 254.27 0.9 S 12254.21
EWBø55-3 ~ Rock WIiII 23:427.14 1 S 19 936.34 1 S 19936.34
EWB 165-4 ~ HÐPe: Sewer ; 1 361.59 2551 S 22 066.15
~ 710.00 0.1 S 1 371.59 2551 $ 22 066.15
~ 0.1 S 1 371.59
EWB tI8O-2 Dtvision Sb'eeI LS 1 S 3 899.38 S 3899.38
S s-
a 899.38 s 3 899.38
cco.ü Inir:lllUon ContmIIer
EW8 84-1 Ir'rIaRikin ~ FA S 5000.00 S 5 000.00
S (3g¿ .45 S
5 394.45 S 5394.45
CC":CWif C Slreet OYer ~
E\'V8 166-1 to B6-5 FA S 12 900.00 S 12900.00
s. 0.32 S 12899.68 S
12899.68
CCOØB7 WaI B Ceo and Btock WBII LS 1 T 11 913.90 S
11 913.90
T Merker1 TS 1 S 3 853.50 S 15187.40
EWB t67-2 S 1S
15 767.40 S 15767.40
CCOt6a ~ of se Ped.PoIe LS 1 S 2.037.00 S 2. 037.00
HOPE PIoB~ lS 1 S 1941.00 S 3 984.00
Short LS 1 S 2 000.00 & 5 984.00
EWB 68-1
1 S 5 984.00 S 5 984.00
CCOI89 Modified Unit Prices
5 Trame Control Labor HR 2384 18.676 39 755.58
23 Water "'GAL 105 37.930 .. 344,00
rs DI PO!,. SnAd I O. 52 . Stmn 8" Dilm. IF 30 12.120 2 163.60
83 Cetch Bastn T Ie 2 48" DiIIm EA 3 241.167 723.50
85 Catch Basin T If! 2 6l1" wi Fmo- T EA 1 553.000 553.00
139 Cement ('.1M 1111 CurtI & Gutter LF 412 1.17(1 482.04
152 Mont.ment T B EA 5 27.190 148.00
153 Cenwrt FN 543 2210 1200.00
155 IndustrIøI & SY 145 21 .5EI8 .. 000.00
191 Grassøete Pavement SY f3fj 21.114 2811.51
Eve __, ~ 1 i 56~2",.23 S 56 241.23
I r
: ...... .~ I', '-" TOTAI..-SCH£DtJl.E 8 c:-:- ,-;cc ~I.··· .:.., -,-:- . 2.DU.171.. S iL:U1.ul S' 2.DIOAtJ.13
0
-SCHEDULE C-
C 1 STROCTlJRE EXC. CLASS 8lNi"'.L HAUl CY t 646 S 0.10 T 164.60 12n.ö8 T 127.71 0 1277.06 127.71 17.6%
C 2 SHORING OR EXTRA EXCAVATION CL. B SF 13 437 S 0.01 S 134..31 891".4 S 89.1. 0 89'..... 89.14 66.3%
C 3 I PIPE FOUNoATION W:tFiiiii TON 567 S 15.00 S 8 505.00 127.9 T 13918.50 0 921~ 13918.50 163.7%
C . IILtPORTED PtPE BEmNG TON 958 S 11.10 S 11.2t'11].1!!IO 1200.M S 14170.15 0 1200.86 14 170.15 125.6%
C !i IMPOfttEDPIPE TRENCH BAa<FLl TON 1.2ü - ~ 1~.OO . ~. aðI'I "'" ..._~ . 'U ~f4.~ Õ 69829 10 "74.35 56.0%
C B 1 W tIIiif. EA 10 1 400.00 14 000.00 11 1,5 400.00 0 11 15 400.00 110.0%
~ 1 MANHOlE RING AND SOlID COVER U 2 300.00 800.00 2 600.00 0 2 800.00 100.0%
C 8 IIBi -15~ ~ .. 120 .00 <t8O.00 .. "80.00 0 - .. 4eo .00 100.0%
C 9 EA 3 900.00 ~700.00 3 2 700.00 0 3 2 700.00 100.0%
C 10 u: 1:=ä6f 21.00 41.244.00 1893.11 39 789.eo 0 1893.e 39169.80 96.4%
C 11 DUCT. RðNPIPE Cl52.swR PIPE 8"OIA LF 314 1.. .00 23:23e.oo 318 23.532.00 0 318 23 532.00 101.3%
CCOI5 3rif St. SM. aøw. FA 1 S 4000.00 I 4 000.00
EWB 15-1 - Cø1neå T 1~93 S 2 745.01 o S S 2745.07
-
CCði23 FA 1 S .. 943.75 T .. 94:,US
IE'MIiI23-e DA NtfN CanIIcts T 1 S .943.75 o S 1 S .. 943.75
L..-- I I
P8gI! 9 of 11
- --......-----... -_....._--.......~
3rdStreet SW G..... SepaqUon ProJect
PR 52.
Progren P~nt 121 & Final
-t
Is ~I. kllIem I 1 I Uab' BkI I ceo , lleI T aeaI UP. I PrwIous Pertod This Period TotIl To Date I percent.)
Bid DHCItptton c:au.nUIy AdJuà. IIcITGtaI OIUIntlty I $$$ Quantity I US Ouanttty , US Complete
I 1 I I I I I I· I I
I I 1 I I I I I l I 1 I
T 1TOTAL"&cHEDUlE.C :. I .. .' I I ::. , S 121.'11.12.. l.$ 121110.47 Is· - .. I ls 1%1'10..47 I
I -SCHEOln.E 0- 1 I I I I
D 1 STRUCTURE EXC. ClASS B INCl. HAUL 1 CY I 20261 0.10 I 202.80 I 2218.82 221.88 o $ 2218.82 S 221.88 109.5%
D 2 SHORING OR EXTRA EXCAVATION CL B SF I 18049 0.01 1&J.49 13TJOI 131.30 o S 13730 S 137.30 85.6%
D 3 PIPE FOUNDATK>N MATERIAl TON 832 15.00 12.80.00 28.56 428..0 0 28.56 S 428.40 3.4%
D " IMPORTED PIPE. BEDCMNG TON 1 «8 12.00 17 352.00 1641.9E 19 775.52 0 1647.ge S 19775.52 114.0%
0 5 IMPORTED PIPE TRENCH BACKFILL TON 1022 15.00 15330.00 1298.97 19 484.55 0 1298.97 $ 19484.55 127.1 II "
-.D 8 CONNECT TO EXIS11NG WATER M.MN EA 7 1 0&00.00 9 BOO.OO 7 9 BOO.OO 0 1 S 9 800.00 100.0%
D 1 SPCCt520UC IRON PIPE" WTR....N 4-01 l.F 351 27.00 9 639.00 313.67 10089.09 0 373.67 S 10089.09 1~.1%
0 8 SÞCCL52DUC IRON PIPE 0& WTR-MN 8"DI LF 1631 (179 32.00 46 484.00 1582.87 50 645.44 0 1582.67 S 50 645.44 109.0%
-.D 9 SF"CCl52DUC RON PIP." WTRMN 12'"01 LF 1.355 179 35.00 53 890.00 1615.S 56 556.50 0 1615.S S 56 558.50 105.3%
D 10 GA.TE VAlVE.· DIAMETER EA 1 410.00 410.00 1 "'0.00 0 1 S 410,00 100.0%
D 11 G\ TE VAlVE 8"' DIAMETER EA T t1 600.00 3 800.00 11 6 800.00 ° 11 $ 8 600.00 183.3%
j) 12 GATE VALVE 12" OtAMETER EA 5 1 950.00 5 700.00 8 8 650.00 0 6 5 700.00 100.0%
D 13 TPPNG SlEEVE & VLVE ASSEM 8X8X6"' EA 1 2 060.00 2 060.00 o S 0 0 0.0%
J) 14 TPPNG SlVE & VLVE ASSM 12X12X12" EA 1 3 090.00 3 090.00 o S 0 0 0.0%
D 15 ADJUST VAlve. BOX EA 2 200.00 .00.00 2 S 400.00 0 2 .00.00 100.0%
0 16 COMB AIR RELEASENACUM VlVE ASSM EA 4 1 .SO.oo 5 800.00 3 S 4 350.00 0 3 4 350.00 75.0%
_D 11 HYDRANT ASSEMBlY EA 6 2 320.00 5 13920.00 6 $ 13 920.00 o $ 6 13 920.00 100.0%
D 18 RECONNECT EXlS"nNG HYDRANT EA. 1 1..300.00 S 1 3)0.00 1 S 1 300.00 0 1 1 300.00 100.0%
D 19 WATER SERVIŒ CONNECTION 314· etA. EA' 1 530.00 530.00 1 530.00 0 1 530.00 100.0%
0 20 WATER SERVICE CONNEC. 1.tlrDlA. EA 3 1110.00 3 330.00 3 3 300.00 0 3 3.330.00 100.0%
D 21 H2O SERVICE CONNEC. RNW.. 314'" OIA. EA 13 450.00 5 850.00 16 1200.00 0 16 1.200.00 123.1 %
0 22 H2O SERVICE CONNEC. RN'M. 4'" DIA. EA 1 1 000.00 1 000.00 1 1 000.00 0 1 1 000.00 100.0%
0 23 S1l CASING PIPE 24· etA. FOR H2O MN LF 101 38.').00 38 380.00 'DE 40 280.00 0 ~ 106 40 280.00 105.0%
D 24 r BLOW OFF ASSEMBLY EA 1 1 400.00 1400.00 1 1 400.00 0 1 1 400.00 100.0%
CCOtI6 Modify H2O Malti A 51 SW & B St. S LS 1 S 318.38 S 316.38
ewe 113-1 - ModIrv Water Ma¡n SO.OO 1 { 316.38 I S 318.38
I
CCOI13 Watennain Skid PnJtedJon 1 LS 1 1 I $ 6 800.00 S 6 800.00
EW8 ... 3--1 - WatefmaIn Skid ProtectIon 1 1 I IS 1 S 6 800.00 1 S 6 800.00
CCOl23 U s I FA 1 1 I I IS 3 605.81 I
EW8 123+7 ~ WøterVIIves I I 1 I I S 1 S 3 605.81 11 3605.81
CCOI3O Water Comecuon G A Stn!teI ¡ LS I 1 1 I J S 1 800.00 I
EW8 tOO-1 1 1 I I t s . - S 1 800.00 IS 1 800.00
.... .,- .~ :.' ... . $. 264 410.28 $ 261 000.87 $, - . 266 080.87
... :.'.'" - , -- ;~, TOT~SC::"EDULE 0 ,.
-SCHEDULE E- I' I I I I I
I 0% S 100% S 100 000.00 100.0%
ITAFFC DATA ACCUM.&RAUP MTRING SYSt LS 1 1 1 I S tOO 000.00 I S 100 000.00 100% S 75000.00 100.0%
E 1 100 S 15000.00 ° S 1001 $ 15000.00
80RJNG I LF I 100 I IS 150.00 1 S 15 000.00 116000:00
E 2 90 000.00 S I $' ..
.. <- .:>·/ITOTAL SCHEDuLEE_ .', . L·' .. .>1' ' _:.:~. ,J I 1 S 115000.00 ..¡: S
.,..
I I J I I I
1 I -SCHEDULE F1- o S 01 S Schedute K
CY I 118 i (118\1 S 280.00 t s o S_ Schedute K
F1 1 I tCONe. CL 4000 FOR BRIDGE o S 01 S
F1 2 I I~ BAR FOR BRIDGE I LB 58641 (5.8641 $ 0.37 1 I o s I I' -.
S
..,..... .":.......¡;..' J.~. ,-::' ;:¡;¡ ITOT~:1CIfEDULE'1:'· .. : 1 . .::. : :...,1 ,,' .,,: .-1 ..:._"':<~ : I·· :.~:.I.$ : .
.. -
1 1 I 1
1 [ -SCHEDUUi~ J I o S 01 S $cheduIe K
~1¡ : ·ÎÎõ~ ¡ ""'.ûû i ¡ u i
F2 ~ J ~~_~,... ..~~ "IVV'I ~ !!.~ ~ CY o s at s Schedule K
13.4481 S 0.37 I o I
F2 5 I ... BARFOR~ 1 18 1446 t IS
TOTALICHEDOLEf2:..·- ,:.' ..:-, . I . .,' ·1- '_:.il ·L 1 s,· .
.;:, 1
I I -~..... E FJ- I I 1 I o I 01 S Schedule K
1681 uee}l S 280.00 I S o S Schedule K
7 I 4000 FOR. BRIDGE I C'f o s o S 01 s-
F3 BAR FOR BRIDGE 1 1 1137 I '183711 S 0.37 s
8 I I~ LB ... I:: Is '
F3 .1' ··_:;"":i JOTAL.::8CtfBDIILePJ·.. un - . n '" '_., .'.- .'"..... ·'·,··-1"-:·:::,,' ',t ·11" ._, .,.- . . I .. .:.,: S· .., -
.., I I
-SCHEDULE H- I I I I I I 1311 S .. 454.00 I 108.3%
l I 1211 1 S 34.00 1 S .. 11..00 I 131 S .. 450'.00 o J 21 200.00 I t 05.0%.
I LF I o S 1061 S
H' 13 I 10" GAS l LF 1 1011 S 200M I 20.200.00 I 106 S 21.200.00 01 S 0.0%
H 14 12:4· 545.40 I o $ o S
I LF t 202l s 2.10 I S
H 15 1 18" SCH 80 PVC
Page 10 of 11
SnI Str..t SW Gnde SepIraUon Project
PR 521
Progress p~ m & FInaf
IIchIcIuIe I I 1 Unbl ~l ='1 IWTabI u.p.l Prrñon ht10d This PedcMI Total Ta Date Percent I ,
!lid .... Bid DøctIptton IIdTota1 Qulnttty US Oœnttty I US QuanüiY US Comptete
H 16 ... SCH 80 LF 101 2.70 272.70 o $ o $ - 0 0.0%
H 11 DRY BOREIEXC LF 101 12.00 1..212.00 106 S 1 2n.OO o $ 106 1 272.00 105.0"-
H 18 OOF Fill CY 3 100.00 300.00 450.88 45 066.00 o S " 450~ 4S 066.00 15022 .0%
H 19 STR·X Cl B 1NCl HAUL CY 5000 0.10 500.00 5110.111 511.08 Q S 5110.7E 511.08 102.2%
H 20 SHORING CL B SF 25.000 0.01 250.00 9116 91.16 o S 9116 91.16 36.5%
H 21 IMP PIPE TR 8EDOtNG TN 8500 11.70 99 450.00 2002.6 23 430.42 o S 2002.6 23 430.42 23.6'-
H 22 WP PtPE TR BKFl TN 500 15.00 7 500.00 4029.8!i 60 448.35 o s· 4029--:M 60 ..8.35 806.0%
H 23 FNDTN MAn TN soo U.30 7150.00 0 s- o S 0.0%
CCOI12 PSE Extra ConduIt LS 1 S 511.90 S 511.90
E\'VIj .., 2-1 . PSE Extra ConduII. S 1 i 511.90 1 S 511.90
ceo ., Joint UIIIItv Trench LS 1 ,. 53 439.00 S 53 439.00 1
EWB181-1 JoInt lJUIiVTiMdI r I s IS 53 439.00 S 53 439.00
~ I I I I
:,.. ::':.c TOTAL:SC"EDUlE,H - ."""'" ,,', ,.', r '-": .,'1 .,., Is 195 0445.00 , Is 2100423.81 $ $ 210.t23:t!1
-SCHEDUlE .-
. 1 PI. 2" CONDUIT LS 1 S 18100.00 I IB 700.00 100.DO't.l S tB 700.00 0.00% s 1 S
. 2 1 e 100.00 100.0%
Pl4- CONOUrr LS 1 f 10 300.00 S 10300.00 100.00% S 10300.00 0.00%1 S 1 S
I 3 SETT1NG 8 VAULTS 1D 300.00 100.0%
LS 1 II 1 650.00 S 1 850.00 100.01)% S 1 850.00 0.00% S 15 1650.00 100.0%
ceo. Phae 2 ,.......... ~ IS 1 138.000 00 S 38 000.00
¡EWB.., AT&t Em. I 100.00% S 38.000.00 1 S 38 000.00
ceo ." I JoktI UIIIIv TNnr'JI. LS 1 . r 53 439.00 S e o.t5.oo
EWB 1181-2.k*1t LMtv Trench S I 6 045.00 S 6045.00
1
>: ,. ; '~ ::.'·1,·· ,:., ,',,;,'. ". TOTAL ICHEDUL:E I :... ,n": , I' .,;:,' ;' :: ,.,,: ',: L"--: ':,; $ --74 _.00 " - 'c· ,...: i: ., 748G5.00 . ...' '.' 7. ð95.OC
-SCHEDUlE J- 1
J 1 Pl2 QUAD LOCK LS 1 S 10750.00 S 10 750.00 100~ S 10 750.00 0.00%. S 1 S 10.750.00 100:0%
J 2 SETTING. VAUl:rs- LS 1 S 3: 900..00 S 3..900.00 100 .. 3 900.00 0.00% S , S 3 900.00 100 0%
I ceo tl81 IJœod.lM8v TIWrlI. LS , . S 53 439.00 S 1.018.00
EW8 1181-3 Jdnt tMIv Trench S S 7016.00 S . 7 016.00
I
',: ... . ":', ",'" "', .'.". TOTAL~J". . "co·'. .,. ':"c,:;,: 1":: ::,"'-:.,:"....>',.". -...- . - .' '::>':~~,:' -'.'. .'>':-: '.$" . 21M1UJO "~"', :.". ..$ 21· 88&00 ...., -s. :. ....,-, .',,'. <..,/.....".,:. ..$ '·21'..00
~ I: ':.' lTØtM.:"~LEA 1HNi:J : _: I I: .'"..,..,. ,S ~.1M.iíD . Itl1t.1rtzr 1-. .......31 r. - '1'0Iwln.12 I
-,
Page 11 of 11