HomeMy WebLinkAboutFORM OF BID OR PROPOSAL 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:
1. The undersigned,being a Corporation existing under the laws of the State of I M
a Partnership consisting of the following partners
,having familiarized(himself)(themselves)
'with the existing conditions on the project area affecting the cost of the work,and with
e 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 PRIC E
BASE BID
001. Clearing and Grubbing L.S. 1
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 )F 10
ADDENDUM NO. 1
008. Removal of foundations-Column Piers
C.Y• 128.5 _ ---___"_—C.Y.
Removal of steam tunnel Walls 12,777
009. S.Y.
p aveme1t removal,P.C.C. 5643
010. S.Y.
Pavementremoval,A.C.C. 361 �-�J
011. S.Y.
PCC.
Removal of driveway, Sbb
012. S.Y.
Removal of sidewalk or bikeway 425
013. S.Y.
Removal of Granular surfacing 126
014. walls CY•
Removal of concrete retaining 40 _ �—
017. Removal
015. Each _
Sewer structures
Removal of Stolen 2578 --�—
016. 12-inch dia. L.F.
.of stone Sewer pipe, _
or less514 _----`—"
018. Removal of storm Sewer pipe,15-inch thin L.F.F
24-inch dia.019. Removal38
of storm Sewer pipe,27-inch thru L.F.
--
021.
36-inch dia.
020. 441
Removal and Relocation of chainlirik fence L.F.Each 26 _ __
022• L.F.Removal of bollards Each 52 _ _ —
023.
Removal of guardrail 12
Removal of light poles 12
024.
Removal of concrete footings for light poles Each Each 8
025.
Removal of traffic sigh oval of street sign. Each 1 _�—
Removal 1
026. L.S.Removal of traffic sigclalization
1 �
027. L.S.concrete bases PAGE 2 OF 0
028. Removal of 2 abandoned TACT NO.'720
CON
FORM
OF BID ADDENDUM NO.2
029. Removal of traffic signal pole base Each 4
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,IDOT 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
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
c 1
068. Painted pavement markings STA 117.66
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
090. Bend,36-inch x 45 degrees Each 1
091. Bend, 36-inch x 22V2 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 MGa1 1,000
102. Removal of Pavement,P.C.C. Off-site
Disposal S.Y. 6503
103. Sanitary M.H. Casting and Seal Each 4
ZO
TOTAL BASE BID 4 -15 I
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
TOTAL-ALT. NO. 1 4 �1400
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
TOTAL-ALT.NO.2 t ! k 1 tOO
ALT. EST. UNIT TOTAL
NO.3 DESCRIPTION UNITS QTY. PRICE PRICE
302. Excavation,class 10 C.Y. 998
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(IDOT 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 BXl 100 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
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
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
Lio
TOTAL-ALT.NO.3 1 LA C32,1
ALT.NO.4
ITEM. EST. UNIT TOTAL
NO. DESCRIPTION UNITS QTY. PRICE PRICE
479. Unit Pavers L.S. 1
TOTAL-ALT.NO.4 I
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 five percent of annrnmt bid
Dollars($5% of amount bid )in the form of bid bond ,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. 1 Date 7/9/08
2 7/10/08
3 7/ll/OS
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"Form 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
Cedar Valley Corp. July 14, 2008
(N e of Bid r) (Date)
BY: Title Sr. Vice President
William C. Calderwoo
Official Address: (Including Zip Code):
2637 Wagner Road
Waterloo, Iowa 50703
I.R.S.No. 42-0987141
FORM OF BID CONTRACT NO.720 PAGE 10 OF 10
ADDENDUM NO. 1
NON-COLLUSION AFFIDAVIT OF PRIME BIDDER
State of Iowa )
)ss
County of Black Hawk )
William C. Calderwood ,being first duly sworn,deposes and says that:
1. He is (Owner,Partner,Officer "epresentative,or Agent) , of Cedar Valley Corp.
the Bidder that has submitte. the attached Bid;
2. He is fully informed respecting the preparation and contents of the attached Bid and of all
pertinent circumstances respecting such Bid;
3. Such Bid is genuine and is not a collusive or sham Bid;
4. Neither the said Bidder nor any of its officers,partners,owners,agents,representatives,
employees, or parties in interest, including this affiant,has in any way colluded, conspired,
connived or agreed, directly or indirectly, with any other Bidder,firm or person to submit a
collusive or sham Bid in connection with the Contract for which the attached Bid has been
submitted or to refrain from bidding in connection with such Contract, or has in any manner,
directly or indirectly, sought by agreement or collusion or communication or conference with any
other Bidder,firm or person to fix the price or prices in the attached Bid or of any other Bidder, or,
to fix any overhead,profit or cost element of the bid price or the bid price of any other Bidder, or
to secure through any collusion, conspiracy, connivance,or unlawful agreement any advantage
against the City of Waterloo,Iowa, or any person interested in the Proposed Contract; and
5. The price or prices quoted in the attached Bid are fair and proper and are not ta. ted by any
collusion, conspiracy, connivance or unlawful agreement on the part of the Bid or any of its
agents,representatives,owners, employees,or partie in interest inc u this a fiant.
(Signed)
William C. Calderwood, Sr. Vice President
�J p Title
Subscribed and sworn to before me this / -1 day of Ju ,2008.
FFFF
Title
My commission expires f// S c //
RESIDENT BIDDER CERTIFICATION
CONTRACT NO: 720
F.Y. 2008 West Commerical St. Extension, River Road Relocation,
PROJECT NAME: and Storm Water Pump Station
DATE OF LETTING: July 14, 2008
To be a qualified resident bidder, the person, corporation, partnership, or firm shall not have, as
employees, Illinois laborers on the work site of a non-federal-aid project within Iowa. An
Illinois laborer is any person who has resided in Illinois for at least 30 days and intends to
become or remain an Illinois resident. This applies to all labor on the project, whether skilled,
semi-skilled, or unskilled, whether manual or non-manual. This also applies to work
subcontracted by or to the resident bidder on a non-federal-aid project within Iowa. The
resident bidder may place on such work no more than three residents of Illinois who are his
regularly employed executive and technical experts.
This qualification as resident bidder shall be maintained by the contractor and his
subcontractors at the work site until this project is completed.
I hereby certify that no Illinois resident laborer as defined above will be employed at the work
site during the contract period from the start of the project until its completion.
COMPANY NAME Cedar Valley Corp.
I
CORPORATE OFFICER
William C. Calderwood
TITLE Sr. Vice President
DATE July 14, 2008
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