HomeMy WebLinkAboutFORM OF BID OR PROPOSAL - PETERSON CONTRACTORS INC FORM OF BID OR PROPOSAL
F.Y.2008 WEST COMMERCIAL ST.EXTENSION,
RIVER ROAD RELOCATION,AND STORM WATER PUMP STATION
CONTRACT NO.720
RM-8155(671)--9D-07
CITY OF WATERLOO,IOWA
Honorable Mayor and City Council
Waterloo, Iowa
Gentlemen: W
1. The undersied,being a Cooration existing under the laws of the State of ,
a Partnership consisting of the following partners
,having familiarized(himself)(themselves)
(itself)with the existing conditions on the project area affecting the cost of the work,and with
all the contract documents listed in the Table of Contents and Addenda(if any),as prepared by
Wayne Claassen Engineering and Surveying,Inc., are now on file in the office of the City
Clerk, City Hall,Waterloo,Iowa,hereby proposes to furnish all supervision,technical
personnel,labor,materials,machinery,tools, appurtenances,equipment,and services,
including utility and transportation services required to construct and complete this F.Y. 2008
WEST COMMERCIAL ST.EXTENSION,RIVER ROAD RELOCATION,AND
STORM WATER PUMP STATION,Contract No.720,all in accordance with the above-
listed documents and for the unit prices for work in place for the following items and
quantities:
ITEM EST. UNIT TOTAL
NO. DESCRIPTION UNITS OTY. PRICE PRICE
BASE BID
001. Clearing and Grubbing L.S. 1 SE"e 4 Tkc tIt b
002. Excavation, class 10 C.Y. 13,802
003. Place and Compact clean fill material C.Y. 10,679
004. Silt Fence(Erosion control fencing) L.F. 6570
005. Topsoil,furnish and spread C.Y. 4323
006 Seed, fertilize,and mulch(IDOT urban mix) ACRES 5.45
\±"'
007. Removal of Floor slabs (PCC) S.Y. 32,644
FORM OF BID CONTRACT NO.720 PAGE 1 OF 10
ADDENDUM NO. 1
008. Removal of foundations-Column Piers C.Y. 128.5 SE'c All Pt.COES
009. Removal of steam tunnel Walls C.Y. 117
010. Pavement removal,P.C.C. S.Y. 12,777
011. Pavement removal,A.C.C. S.Y. 5643
012. Removal of driveway,P.C.C. S.Y. 361
013. Removal of sidewalk or bikeway S.Y. 566
014. Removal of Granular surfacing S.Y. 425
015. Removal of concrete retaining walls C.Y. 126 1
s
I
016. Removal of Storm Sewer structures Each 40 !
017. Removal of storm Sewer pipe, 12-inch dia. L.F. 2578
or less
018. Removal of storm Sewer pipe, 15-inch thru L.F. 1514
24-inch dia.
019. Removal of storm Sewer pipe,27-inch thru L.F. 38
36-inch dia.
020. Removal and Relocation of chainlink fence L.F. 441
021. Removal of bollards Each 26
1
022. Removal of guardrail L.F. 52
023. Removal of light poles Each 12
024. Removal of concrete footings for light poles Each 12 I
s
025. Removal of traffic sign Each 8
I
026. Removal of street sign Each 1 1
027. Removal of traffic signalization L.S. 1 '
028. Removal of 2 abandoned concrete bases L.S. 1 V
FORM OF BID CONTRACT NO.720 PAGE 2 OF 10
ADDENDUM NO.2
029. Removal of traffic signal pole base Each 4 .eE ATiA fN E
030. Removal of traffic signal pole w/mastarm Each 2
031. Removal of traffic signal pole Each 2
032. Removal of Core Duct L.F. 1134
033. Adjustment of fixtures Each 2
034. Storm Sewer intake,IDOT RA-40 Each 21
035. Storm Sewer intake,IDOT RA-40,modified Each 2
036. Storm Sewer intake,IDOT RA-41 Each 1
037. Storm Sewer manhole,DOT RA-50 Each 5
038. Storm Sewer manhole,IDOT RA-50, Each 4
Modified-60"Dia.
039. Storm Sewer manhole, IDOT RA-50, Each 3
Modified-72"Dia.
040. Storm Sewer manhole, IDOT RA-50, Each 1
Modified-84"Dia.
041. Storm Sewer manhole, IDOT RA-50, Each 3
Modified-96"Dia.
042. Storm Sewer manhole, IDOT RA-50, Each 1
Modified-120"Dia.
043. Storm Sewer manhole, IDOT RA-50, Each 1
Modified-144"Dia.
044. Storm Sewer manhole, IDOT RA-63, Each 2
045. Bar Screen,As Per Plan L.S. 1
046. Storm Sewer, 15-inch dia.,2000D RCP L.F. 1152.9
047. Storm Sewer, 18-inch dia.,2000D RCP L.F. 1006.7
FORM OF BID CONTRACT NO. 720 PAGE 3 OF 10
ADDENDUM NO. 1
048. Storm Sewer,24-inch dia., 2000D RCP L.F. 541.0 kWh cvfc
049. Storm Sewer, 30-inch dia., 2000D RCP L.F. 1032.2
050. Storm Sewer, 36-inch dia.,2000D RCP L.F. 269.8
051. Storm Sewer,42-inch dia.,2000D RCP L.F. 394.9
052. Storm Sewer, 54-inch dia.,2000D RCP L.F. 203.0
053. Storm Sewer, 60-inch dia.,2000D RCP L.F. 78.2
054. Storm Sewer, 72-inch dia.,2000D RCP L.F. 155.1
055. Connection of Existing Storm Sewer Each 6
056. Special backfill material, 6"layer-furnished S.Y. 25,335
and placed
057. Special backfill material, 18"thick, crushed S.Y. 25,335
concrete-placement of owner furnished
material
058. Geogrid,Tensar BX1100 or equal S.Y. 50,670
059. Pavement, P.C.C., 9-inch thick, IDOT S.Y. 19,693
class C
060. Driveways, 7"P.C.C. S.Y. 3696
061. Driveways, 8",P.C.C. S.Y. 774
062. Sidewalk, 5"P.C.C. S.Y. 1392 ( ,
063. Detectable warnings for curb ramps S.F. 120
064. Bikeway, 5"P.C.C. S.Y. 1604
065. P.C. Concrete Retaining Wall C.Y. 9.62
066. Fence, Chain Link,48 in.height L.F. 35.33
067. Painted pavement markings,symbols and Each 24
legends
FORM OF BID CONTRACT NO. 720 PAGE 4 OF 10
ADDENDUM NO. 1
068. Painted pavement markings STA 117.66 Se-6 A.TAcW&D
069. Earth shoulder construction STA 89
070. Signs, type A S.F. 81.00
071. Wood posts for signs L.F. 196
072. Detector Loops Each 3
073. DELETED
074. Electrical circuits L.F. 193
075. Handholes Each 1
076. Conduit, 2-inch PVC,schedule 80 L.F. 88
077. Conduit,4-inch PVC,schedule 40 L.F. 391
078. Road closure,RE-3B Each 4
079. Decorative cement concrete pavement L.S. 1
080. Driveway surfacing,class A, crushed stone Tons 103
081. Drain connection, 1"dia., complete Each 1
082. Drain copper, 1"dia. L.F. 57
083. DELETED
084. Field Office Each 1
085. Compliance with special provision L.S. 1
JD-RCRA
086. Traffic control L.S. 1
087. Maintenance Bond, 2-year L.S. 1
088. Pump Station construction, as per plan, L.S. 1 �(
with installation of Pump Nos. 1 and 2
and controls
FORM OF BID CONTRACT NO.720 PAGE 5 OF 10
ADDENDUM NO. 1
089. Forcemain, 36-inch L.F. 589.2 See P11ACK�'l�
090. Bend, 36-inch x 45 degrees Each 1
091. Bend, 36-inch x 221/2 degrees Each 2
092. Bend, 30-inch x 90 degrees Each 1
093. Reducing Bend,36-inch x 30-inch Each 1
x 90 Degrees
094. Gatewell modifications, as per plan L.S. 1
095. Light Bases Each 2
096. Relocation of Street Light Each 2
097. Street Lighting Modifications L.S. 1
098. Electrical Control Panel Relocation L.S. 1
099. Removal of Grade Beams C.Y. 46
100. Selected Backfill Material C.Y. 13,278
101. Water MGal 1,000
102. Removal of Pavement,P.C.C. Off-site
Disposal S.Y. 6503 '\\/
103. SanitaryM.H. Casting
. g and
d Seal Each 4
TOTAL BASE BID A y) e3, o s y . 1 2.
ALT.NO. 1
ITEM EST. UNIT TOTAL
NO. DESCRIPTION UNITS QTY. PRICE PRICE
188. Installation of Pump No. 3 and additional
controls L.S. 1 4Ti 1}ckt>
TOTAL-ALT.NO. 1 `Ioo_ (no
FORM OF BID CONTRACT NO.720 PAGE 6 OF 10
ADDENDUM NO. 1
ALT.NO.2
ITEM. EST. UNIT TOTAL
NO. DESCRIPTION UNITS QTY. PRICE PRICE
288. Installation of Pump Nos. 3 and 4 and additional
controls L.S. 1 SEE 41r4cua.b
TOTAL-ALT.NO.2 4' I I i 1 oco. o c)
ALT. EST. UNIT TOTAL
NO.3 DESCRIPTION UNITS QTY. PRICE PRICE
302. Excavation,class 10 C.Y. 998 .SE€' kT 'o
303. Place and compact clean fill material C.Y. 549
304. Silt fence(erosion control fencing) L.F. 500
305. Topsoil,furnish and spread C.Y. 234
306. Seed, fertilize, and mulch([DOT Urban Mix)ACRES 0.29
307. Removal of floor slabs(PCC) S.Y. 2482
310. Pavement removal,P.C.C. S.Y. 973
356. Special backfill material, 6"layer-furnished
and placed S.Y. 1950
357. Special backfill material, 18"thick, crushed S.Y. 1950
concrete-placement of owner furnished material.
358. Geogrid,Tensar BX1100 or equal S.Y. 3900
359. Pavement,P.C.C., 9-inch thick,IDOT
class C S.Y. 1721
360. Driveways,7" P.C.C. S.Y. 244
363. Detectable warnings for curb ramps S.F. 20
3
367. Painted pavement markings,symbols and Each 4
legends
368. Painted pavement markings STA 11.39
FORM OF BID CONTRACT NO.720 PAGE 7 OF 10
ADDENDUM NO.3
369. Earth shoulder construction STA 8 SE 4TT ut.o
370. Signs, type A S.F. 6.25
371. Wood posts for signs L.F. 14
385. Compliance with special provision L.S. 1
JD-RCRA
386. Traffic control L.S. 1
387. Maintenance Bond,2-year L.S. 1 Y
TOTAL-ALT.NO.3 $ I y 37U 5-3
ALT.NO.4
ITEM. EST. UNIT TOTAL
NO. DESCRIPTION UNITS QTY. PRICE PRICE
479. Unit Pavers L.S. 1 i4TkcaE,)/
TOTAL-ALT.NO.4 —1 �,S•u o
2. It is understood that the quantities set forth are approximate only and subject to variation and
that the unit bid price for the work done shall govern in the actual payment to Contractor.
3. In submitting this bid,the bidder understands that the right is reserved by the City of Waterloo,
Iowa,to reject any or all bids. If written notice of the acceptance of this bid is mailed,
telegraphed, or delivered to the undersigned within thirty(30)days after the opening thereof, or
at any time thereafter before this bid is withdrawn,the undersigned agrees to execute and
deliver an agreement in the prescribed form and furnish the required bond and certificate of the
insurance within ten(10)days after the agreement is presented to him for signature, and start
work within ten(10) days after"Notice to Proceed" is issued,
4. Security in the sum of
Dollars X S '13(0 )in the form of )It>s•30 , is submitted
herewith in accordance with the INSTRUCTIONS TO BIDDERS.
5. Attached hereto is a Non-Collusion Affidavit of Prime Contractor.
6. Attached hereto is a Resident Bidder Certification.
FORM OF BID CONTRACT NO. 720 PAGE 8 OF 10
ADDENDUM NO. 1
7. The bidder is prepared to submit a financial and experience statement upon request.
8. The Prime Contractor and Subcontractor(s),which have performed an aggregate of$10,000.00
in work for the City in the current calendar year, are prepared to submit an AAP or Update and
an EOC,within ten(10)days of notification that the bid submitted is lowest and acceptable.
9. The bidder has received the following Addendum or Addenda:
Addendum No. I Date -1
2 1 •to�og
10. The bidder shall list the MBE/WBE subcontractor(s),amount of subcontracts and bid items on
the City of Waterloo Minority and/or Women Business Pre-bid Contact Information Form
submitted with this Form of Bid or Proposal. The apparent low Bidder shall submit a list of all
other Subcontractor(s)to be used on this Project to the City of Waterloo by 5:00 p.m.the
business day following the day Bids on this Project are due along with the Non-Collusion
Affidavits of All Subcontractor(s).
The Contractor shall submit information on subcontractors on"SUBCONTRACTOR
REQUEST AND APPROVAL"Fouls to be provided by City prior to approval of contract.
The subcontractors listed on this proposal and/or submitted to the Contract Compliance Officer
cannot be changed except for the following reasons:
1) The City of Waterloo does not approve the subcontractors.
2) The subcontractors submit in writing that they cannot fulfill their subcontracts.
11. The bidder has filled in all blanks on this proposal. Those blanks not applicable are marked
"none"or"NA".
12. The bidder has attached all applicable forms.
13. The Owner reserves the right to select alternates, delete line items, and/or to reduce quantities
prior to the award of a contract due to budgetary limitations.
FORM OF BID CONTRACT NO. 720 PAGE 9 OF 10
ADDENDUM NO. 1
.. •-• ow ,sp . '%i% I ."--- — ---rd:A75-- L.1 C.,
PIN 1 • 1 C.QS
" of Arr der (Date)
BY: /// �ili Title OP
ii fficial Address: (IncludiWode):
I.R.S.No. 41-- O t'2.j(-12--4-
FORM OF BID CONTRACT NO. 720 PAGE 10 OF 10
ADDENDUM NO. 1
PETERSON CONTRACTORS, INC.
104 Blackhawk Street
P.O. Box A
Reinbeck, Iowa 50669
www.petersoncontractors.com Phone: 319-345-2713 Fax: 319-345-2991
BID
PROPOSAL FOR: 2008 ALO WEST COMMERCIAL STREET-RM-8155(671)--9D-07
1. item 32 includes asbestos handling and landfill costs
ITEM# DESCRIPTION UNIT TYPE QUANTITY UNIT PRICE TOTAL AMOUNT
1 CLEAR&GRUB LS 1.000 23,000.00 23,000.00
2 CL 10 EXCAVATION CY 13,802.000 8.00 110,416.00
3 PLACE& COMPACT CLEAN FILL CY 10,679.000 8.00 85,432.00
4 SILT FENCE LF 6,570.000 1.65 10,840.50
5 TOPSOIL FURN & SPREAD CY 4,323.000 17.00 73,491.00
6 SEED FERT MULCH URBAN AC 5.450 1,000.00 5,450.00
7 RMVL OF FLOOR SLABS PCC SY 32,644.000 4.00 130,576.00
8 RMVL FOUNDATION COLUMN PIERS CY 128.500 72. 50 9,316.25
9 RMVL STEAM TUNNEL WALLS CY 117.000 72.50 8,482.50
10 PCC PAVT RMVL SY 12,777.000 4.00 51, 108.00
11 PAVT RMVL ACC SY 5,643.000 3.50 19,750.50
12 RMVL DRIVEWAY PCC SY 361.000 4.00 1,444.00
13 RMVL SIDEWALK/BIKEWAY SY 566.000 4.00 2,264.00
14 RMVL GRAN SURFACING SY 425.000 3.50 1,487.50
15 RMVL CONCRETE RETAIN WALLS CY 126.000 72.50 9, 135.00
16 RMVL STORM SEWER STRUCT EA 40.000 750.00 30,000.00
17 RMVL STORM SEWER PIPE 12" LF 2,578.000 16.00 41,248.00
18 RMVL STORM SEWER PIPE 15-24" LF 1,514.000 19.50 29,523.00
19 RMVL STORM SEWER PIPE 27-36" LF 38.000 27.50 1,045.00
20 RMV& RELOCATE CHAINLINK FENCE LF 441.000 34.47 15,201.27
21 RMVL BOLLARDS EA 26.000 100.00 2,600.00
22 RMVL GUARDRAIL LF 52.000 7.00 364.00
23 RMVL LIGHT POLES EA 12.000 400.00 4,800.00
24 RMVL CONC FOOT LIGHT POLES EA 12.000 750.00 9,000.00
25 RMVL TRAFFIC SIGN EA 8.000 50.00 400.00
26 RMVL STREET SIGN EA 1.000 50.00 50.00
27 RMVL TRAFFIC SIGNALIZATION LS 1.000 750.00 750.00
28 RMVL 2 ABANDONED CONC BASES LS 1.000 750.00 750.00
29 RMVL TRAFFIC SIGN POLE BASE EA 4.000 1,000.00 4,000.00
30 RMVL TRAFFIC SIGN POST W/MASTA EA 2.000 900.00 1,800.00
31 RMVL TRAFFIC SIGN POST EA 2.000 300.00 600.00
32 RMVL CORE DUCT LF 1, 134.000 100.00 113,400.00
33 ADJUST FIXTURES EA 2.000 1,450.00 2,900.00
34 RA-40 STORM SEWER INTAKE EA 21.000 3,500.00 73,500.00
35 RA-40 MOD STORM SEWER INTAKE EA 2.000 3,750.OC' 7,500.00
36 RA-41 STORM SEWER INTAKE EA 1.000 4,250.00 4,250.00
37 RA-50 STORM SEWER MANHOLE EA 5.000 2,350.00 11,750.00
38 RA-50 MOD 60" STORM MANHOLE EA 4.000 3, 100.00 12,400.00
39 RA-50 MOD 72" STORM MANHOLE EA 3.000 3,800.00 11,400.00
40 RA-50 MOD 84" SEWER MANHOLE EA 1.000 4,900.00 4,900.00
41 RA-50 MOD 96" SEWER MANHOLE EA 3.000 5,400.00 16,200.00
PCI BID ON 2008 ALO WEST COMMERCIAL STREET-RM-8155(671)--9D-07 -Continued
ITEM# DESCRIPTION UNIT TYPE QUANTITY UNIT PRICE TOTAL AMOUNT
42 RA-50 MOD 120" SEWER MANHOLE EA 1.000 26,500.00 26,500.00
43 RA-50 MOD 144" SEWER MANHOLE EA 1.000 33,500.00 33,500.00
44 RA-63 STORM SEWER MANHOLE EA 2.000 1,750.00 3,500.00
45 BAR SCREEN LS 1.000 12,750.00 12,750.00
46 15" RCP STORM SEWER LF 1, 152.900 28.50 32,857.65
47 18" RCP STORM SEWER LF 1,006.700 29.50 29,697.65
48 24" RCP STORM SEWER LF 541.000 32.50 17,582.50
49 30" RCP STORM SEWER LF 1,032.200 44.50 45,932.90
50 36" RCP STORM SEWER LF 269.800 49.50 13,355. 10
51 42" RCP STORM SEWER LF 394.900 65.00 25,668.50
52 54" RCP STORM SEWER LF 203.000 85.00 17,255.00
53 60" RCP STORM SEWER LF 78.200 160.00 12,512.00
54 72" RCP STORM SEWER LF 155. 100 185.00 28,693.50
55 CONNECT EXIST STORM SEWER EA 6.000 1,000.00 6,000.00
56 6" LAYER SPEC BACKFILL SY 25,335.000 5.00 126,675.00
57 18" SPEC BACKFILL-PLACE SY 25,335.000 3.50 88,672.50
58 GEOGRID SY 50,670.000 2.75 139,342.50
59 9" PCC PAVT SY 19,693.000 35.45 698, 116.85
60 7" PCC DRIVEWAY SY 3,696.000 28. 75 106,260.00
61 8" PCC DRIVEWAY SY 774.000 28.65 22, 175. 10
62 5" PCC SIDEWALK SY 1,392.000 27. 15 37,792.80
63 DETECT WARN FOR CURB RAMP SF 120.000 27.00 3,240.00
64 5" PCC BIKEWAY SY 1,604.000 22.35 35,849.40
65 PCC RETAINING WALL CY 9.620 1,500.00 14,430.00
66 48"CHAIN LINK FENCE LF 35.330 63. 12 2,230.03
67 PAINT PAVT MARKINGS EA 24.000 52.00 1,248.00
68 PAINTED PAVT MARKINGS STA 117.660 42.00 4,941.72
69 EARTH SHOULDER CONSTR STA 89.000 170.00 15, 130.00
70 SIGNS TYPE A SF 81.000 21.00 1,701.00
71 WOOD POSTS FOR SIGNS LF 196.000 10.00 1,960.00
72 DETECTOR LOOPS EA 3.000 900.00 2,700.00
73 DELETED
74 ELECTRICAL CIRCUITS LF 193.000 12.00 2,316.00
75 HANDHOLES EA 1.000 600.00 600.00
76 4" PVC SCHED 80 CONDUIT LF 88.000 5.00 440.00
77 4" PVC SCHED 40 CONDUIT LF 391.000 8.00 3, 128.00
78 RE-3B ROAD CLOSURE EA 4.000 600.00 2,400.00
79 DECORATIVE CEMENT CONCR LS 1.000 11, 100.00 11, 100.00
80 CL A DRIVEWAY SURF TN 103.000 17.50 1,802.50
81 1" DRAIN CONNECT EA 1.000 1,400.00 1,400.CO
82 1" DRAIN COPPER LF 57.000 29.00 1,653.00
83 DELETED
84 FIELD OFFICE EA 1.000 5,000.00 5,000.00
85 JD-RCRA COMPLIANCE LS 1.000 230,000.00 230,000.00
86 TRAFFIC CONTROL LS 1.000 7,500.00 7,500.00
87 MAINTBOND2YR LS 1.000 12,500.00 12,500.00
88 PUMP STATION CONSTR LS 1.000 1,615, 000.00 1,615,000.00
89 36" FORCEMAIN LF 589.200 200.00 117,840.00
90 36"45 DEG BEND EA 1.000 5,400.00 5,400.00
91 36"22 1/2 DEG BEND EA 2.000 4,950.00 9,900.00
92 30"90 DEG BEND EA 1.000 5, 100.00 5, 100.00
93 36"X30" REDUCING BEND 90 DEG EA 1.000 10,250.00 10,250.00
PCI BID ON 2008 ALO WEST COMMERCIAL STREET-RM-8155(671)--9D-07 -Continued
ITEM# DESCRIPTION UNIT TYPE QUANTITY UNIT PRICE TOTAL AMOUNT
94 GATEWELL MODIFICATIONS LS 1.000 11, 500.00 11,500.00
95 LIGHT BASES EA 2.000 750.00 1,500.00
96 RELOCATE STREET LIGHT EA 2.000 850.00 1,700.00
97 STREET LIGHT MODIFICATIONS LS 1.000 21,000.00 21,000.00
98 ELECTRICAL CONTROL PANEL RELOCA LS 1.000 4,000.00 4,000.00
99 REMOVE GRADE BEAMS CY 46.000 72.50 3,335.00
100 SELECTED BACKFILL MATERIAL CY 13,278.000 6.75 89,626.50
101 WATER MGAL 1,000.000 10.00 10,000.00
102 RMV PAVT OFF SITE DISPOSAL SY 6,503.000 6.50 42,269.50
103 SANITARY MH CASTING AND SEAL EA 4.000 1, 000.00 4,000.00
TOTAL BASE BID SUBTOTAL 4,783,054.72
188 INSTALL PUMP 3&CONTRL LS 1.000 99,400.00 99,400.00
ALT 1 SUBTOTAL 99,400.00
288 INSTALL PUMP 3&4& CTRLS LS 1.000 111,000.00 111,000.00
ALT 2 SUBTOTAL 111,000.00
302 CL 10 EXCAV CY 998.000 8.00 7,984.00
303 CLEAN FILL-PLACE &COMPACT CY 549.000 8.00 4,392.00
304 SILT FENCE LF 500.000 1.90 950.00
305 TOPSOIL CY 234.000 17.00 3,978.00
306 SEED FERT MULCH URBAN AC .290 1,725.00 500.25
307 RMVL FLOOR SLABS PCC SY 2,482.000 4.00 9,928.00
310 PAVT RMVL PCC SY 973.000 4.00 3,892.00
356 6" LAYER SPEC BACKFILL SY 1,950.000 5.00 9,750.00
357 18" SPEC BACKFILL-PLACE SY 1,950.000 3.50 6,825.00
358 GEOGRID SY 3,900.000 2.75 10,725.00
359 9" PCC PAVT SY 1,721.000 38.65 66,516.65
360 7" PCC DRIVEWAYS SY 244.000 33.00 8,052.00
363 DETECT WARN CURB RAMPS SF 20.000 28.00 560.00
367 PAINT PAVT MARK SYMB EA 4.000 52.00 208.00
368 PAINT PAVT MARK STA 11.390 42.00 478.38
369 EARTH SHOULDER CONSTR STA 8.000 170.00 1,360.00
370 TYPE A SIGNS SF 6.250 21.00 131.25
371 WOOD POSTS FOR SIGNS LF 14.000 10.00 140.00
385 JD-RCRA COMPLIANCE LS 1.000 7,000.00 7,000.00
386 TRAFFIC CONTROL LS 1.000 1,500.00 1,500.00
387 2 YR MAINT BOND LS 1.000 500.00 500.00
ALT 3 SUBTOTAL 145,370.53
479 UNIT PAVERS LS 1.000 7,685.00 7,685.00
ALT 4 SUBTOTAL 7,685.00
TOTAL MO T: $ 5,146,510.25
PETER CONT O , INC.
July 4,2008