HomeMy WebLinkAboutADDENDUM NO 1 ADDENDUM NO. 1
TO THE BIDDING DOCUMENTS FOR
F. Y. 2008 WEST COMMERCIAL ST. EXTENSION,
RIVER ROAD RELOCATION AND STORM WATER PUMP STATION
CITY OF WATERLOO CONTRACT NO. 720
WATERLOO, IOWA
DATE: July 9, 2008
LETTING DATE &TIME: July 14, 2008,4:00 P. M.
TO ALL BIDDERS ON THE ABOVE PROJECT:
All Bidders submitting a bid on the above contract shall carefully read this Addendum and give it
consideration in the preparation of their bid.
1. Delete Bikeway from typical section Jefferson St. (Sheet 3).
2. Revise Alternate Reference near STA 27+00, RT to "ALT. No. 3", (Sheet 19).
3. Revise longitudinal grade for Deere Access Rd. to 3.84% (Sheet 19).
4. Revise form grade/rim elevations per attached revised plan sheet 7.
5. BID FORM Revise description for item 20 to "Removal and Relocation of chain link
fence". Fence is to be re-installed from STA 105+12± to STA 109+24±, Left side.
Removal is estimated to be 444 L.F. re-installation is estimated to be 373 L.F.,with the
balance of chain link fence disposed of on-site. Revise quantity of item 20 to 444 L.F.
6. Additional storm sewer profiles are attached for pipes P15,P2, P1, P8A, P8 and P41.
7. Revise width of door to 42 inches, Sheet P7.
8. Plan sheet S-12.
Add the following to item No. 6 of the"Cofferdam dewatering notes"
A second basin may be excavated by the Contractor at his cost,if desired. The size of this
basin shall not exceed 80' x 80' by 8' deep without prior approval and shall be located as
shown on the attached drawing. See attached site plan for location. Basin shall be
backfilled and compacted. A minimum of 18" of clean material shall be placed as cover.
9. Spec Section 26 0526-Grounding and Bonding for Electrical Systems
A. Provide a ground grid for the building grounding system consisting of a minimum
of four ground rods.
ADDENDUM NO. I F.Y.2008 WEST COMMERCIAL ST.EXTENSION Page 1 of 5
DULY 9,2008 RIVER ROAD RELOCATION AND
STORMWATER PUMP STATION
CONTRACT 720
B. Provide a.separate ground grid for the wet well. Provide a minimum of four
ground rods and tie to the various building components as listed in the
specification and required by code. Solidly bond the two ground grids together
using a minimum conductor size of 2/0.
10. Spec Section 26 2701-Utility Service Entrance
A. Part 2.03: Provide a 1500 kVA transformer pad and containment per
MidAmerican Energy requirements. See Attached details from MidAmerican
Energy. Provide transformer pad with Iowa DOT Class C4 concrete.
11. Spec Section 26 9000-Pump Station Controls
A. Part 2.04: Delete prepaid cell phone service.
B. Part 2.04: Coordinate cellular telephone requirements with city prior to ordering.
Provide all appropriate mounting hardware for cellular antenna.
12. Sheet E-2
A. Stub out three 1"conduits for future generator connections. Turn conduits up into
building.
B. Note that there is a minimum of 10'-0"between the building wall and the
transformer pad. See civil drawings for more information.
13. Sheet E-3
A. Electrical Riser Diagram: Secondary conductors from the utility transformer shall
be located at least 36"below grade.
B. Electrical Riser Diagram: The long-radius sweeps for the conduits for the primary
conductors to the utility transformer shall be allowed to be fiberglass, per
MidAmerican Energy requirements.
C. Stub 4" PVC, Schedule 80 conduit out of transformer, 6' clear of edge of
transformer pad. Cap water-tight.
14. Delete Item No. 73-Lighting Poles from the Form of Bid, and Plan Sheets 4 and 6.
15. A. Add Item No. 95-Light Bases-2 each to the Form of Bid and Estimated Quantities,
Sheet 4.
B. Add the following Bid Reference Note: Construct new light bases in 2 locations at the
intersection as shown on Plan Sheet No. 28. Item includes the furnishing and
installation of anchor bolts in a size and pattern that matches the existing light pole
base plates on River Road.
16. A. Add Item No. 96-Relocation of Street Light-2 Each to the Form of Bid and Estimated
Quantities Sheet 4.
B. Add the following Bid Reference Note: Relocate 2 existing street lights from the
abandoned.River Road. Work shall include poles, mastanns, luminaires and all other
necessary materials required to provide working lighting system at the intersection
shown on Plan Sheet No. 28.
ADDENDUM NO. 1 F.Y.2008 WEST COMMERCIAL ST.EXTENSION Page 2 of 5
JULY 9,2008 RIVER ROAD RELOCATION AND
STORMWATER PUMP STATION
CONTRACT 720
C. Item includes new luminaires,250 watt high pressure sodium vapor and shall provide
ANSI/IES light distribution pattern type 11,photoelectric control, molded in line fuse
connector,new #10 copper stranded THWN wire,multi-voltage ballast for a 120/240
OV single phase circuit. All work shall be in conformance with the city of Waterloo
Traffic Operations Standards.
17. Revise conduit size in Item No. 76 to 2"PVC, Schedule 80.
18. Revise quantity of Item No. 77 to 391 L.F.
Conduit from pole to transformer pad (2-4" PVC, Schedule 40) shall be furnished and
installed by contractor.
19. A. Add Pay Item No. 100 Selected Backfill Material 13,278 C.Y.
Selected backfill material shall be taken from the existing on-site stockpile located
near STA13+00. All work shall conform to Iowa D.O.T. Standard Specification
2102.04 except for compaction requirements. Compaction shall meet the following
requirements:
1. Maximum compaction shall be determined on an initial,trial section
approximately 500 feet long.Nuclear testing equipment will be used.
Compaction and testing shall continue on this section until maximum
consolidation is achieved. Surface applications of water may be
required, as directed by the Engineer. The Engineer may require this
procedure to be repeated to redetermine maximum consolidation.
2. All selected backfill material shall be compacted to at least 95 percent of
maximum consolidation, and the compaction will be determined using
nuclear testing equipment. The final compaction shall be with a steel
tired roller.
Measurement and payment shall be according to Iowa D.O.T. Standard Specifications
2102.13 and 2102.14.
B.Add Pay Item No. 101 Water 1,000 MGal
Water shall be provided by the Contractor for use in compacting the selected backfill
material. Contractor shall be responsible for all costs, fees, meters,backflow
preventers and other costs as required and provided by Waterloo Water Works .
Water for this item shall be measured and paid only for compacting the selected
backfill material. Other water used on this project shall be incidental. Water shall be
measured and paid according to Iowa D.O.T. Standard Specifications 2102.13 and
2102.14.
20. Add Item No. 97-Street Lighting Modifications-1 L.S.
This work shall include connections, terminations and removals to the existing River
Road Street lighting 3PH 480V system as follows:
ADDENDUM NO. 1 F.Y.2008 WEST COMMERCIAL ST.EXTENSION Page 3 of 5
DULY 9,2008 RIVER ROAD RELOCATION AND
STORMWATER PUMP STATION
CONTRACT 720
{
At John Deere gate No. 16 on River Road connect the lighting circuit from pole No. 674
to pole No. 678, approximately 300 L.F., on the northerly, river side, and connect the
lighting circuit on the southerly side from pole No. 677 to pole No. 679,approximately
200 L.F.,which will require 100 L.F. of 2"red interduct,H.D.D.,bored under gate No.
16 P.C.C. drive. Existing records indicate conductors are 2C-1/0 aluminum Direct
Burial, field verify and match existing size and type. All conductors shall have 30"
minimum cover. Backfill shall be placed in 8"maximum lifts and compacted to 98%
standard proctor density,ASTM: D-698. Topsoil separation and replacement,site
restoration,clean-up; fertilizing,urban seeding and mulching are included.
At approximately STA 108+00+/-, River Road,to be field located by the engineer the
existing circuits, from Westfield Ave. control panel,shall be terminated and removed
from 2 bases in a workmanship like manner.
At the existing Westfield Ave. and River Road intersection the existing control panel,
salvage to city. Footing, conduits,wire and service drop shall be removed. Suitable
backfill shall be placed in 8"maximum lifts and compacted to 95% Standard Proctor
Density,ASTM: 698. All work shall be in conformance with the city of Waterloo Traffic
Operations and coordinated with MidAmerican performing associated work.
21. Add Item No. 98-Electrical Control Panel Relocation-1 L.S.
This work shall include the relocation of the existing light control cabinet approximately
13.5' southerly, for the River Road walkway and parking lot,new cabinet base,removal
of old base,new conduits&connections to existing, new wire& connections to the
walkway light,reuse of existing parking lot wire,if not damaged, and connections,
relocation of the 2 flood lights, service disconnect,meter, conduit,weather head and wire
from the existing service pole to the new service pole,to be set by MidAmerican,new
conduit,wire and connections from the service disconnect to the control panel, and
removal of the existing service pole. All work shall be in conformance with the city of
Waterloo Traffic Operations and coordinated with MidAmerican performing other work.
Refer to attached Base Detail.
22. Add Item No. 99-Removal of Concrete Grade Beams 46 C.Y.
Item includes removal and disposal of concrete grade beams(including reinforcing steel)
within 60' of proposed roadway centerlines. Removal shall extend from the existing
surface to 4' below the designed finish grade. All materials which are removed shall be
disposed of on-site.
23. Plan Sheets-Add the following to Bid Reference Notes 7-13, 14-16, 17-22 and 99: Items
include on-site disposal. All on-site disposal shall be broken to a maximum size of 1
cubic foot and disposed of on-site with a minimum of 18" cover of clean material.
Disposal shall be outside of paved areas, a minimum of 2 feet back of curb. All •
protruding steel shall be cut to within 1 inch of encasing concrete.
ADDENDUM NO. I F.Y.2008 WEST COMMERCIAL ST.EXTENSION Page 4 of 5
JULY 9,2008 RIVER ROAD RELOCATION AND
STORMWATER PUMP STATION
CONTRACT 720
24. Plan Sheets, 4 and 6-Add the following Bid Item and Bid Reference Note: Add Item No.
102-Removal of Pavement,P.C.C., Off-site Disposal 6503 S.Y. Item includes removal,
hauling and disposal to an off-site disposal area approved in advance by the City and
Engineer. All protruding steel shall be cut to within 1 inch of encasing concrete.
25. Item No. 11-Removal of Pavement, A.C.C.-Areas measured for removal include full-
depth A.C.C. or A.C.C. overlay on P.C.C. Removal shall be full-depth, including
incidental P.C.C. and reinforcing steel. All protruding steel shall be cut to within 1 inch
of encasing concrete.
26. Item No. 10-Revise quantity to 12,777 S.Y.
27. Plan Sheets 17, 18, 19-Driveway Pavement thickness should be 7".
28. Replace previous Form of Bid with attached Form of Bid.
29. Items 59 and 359- All joints,longitudinal and transverse, are to be sealed.
30. A. Delete Item No. 83-"Portland Cement Concrete Pavement Samples" from the Form of
Bid, the Estimated Project Quantities on Sheet 4, and the Bid Reference Notes on
Sheet 6.
B. Items 59 and 359-"Pavement, P.C.C., 9-inch thick, IDOT Class C"-Add the following
to the Bid Reference Notes on Sheet 6: The thickness index percent payment shall be
100%maximum.
31. Add Item No. 103-Sanitary M.H. Casting and Seal-4 Each. Each Sanitary M.H. shall be
supplied with a new casting frame &lid,Neenah 1643 self-sealing manhole cover with
"Sanitary" lettering, or approved equal, and an internal chimney seal shall be installer.
Any revisions to any of the Contract Documents made by this Addendum shall be considered as
the same revision to any and all related areas of the Contract Documents not specifically called
out in this Addendum.
The bidder shall acknowledge receipt of this Addendum by inserting the number and date in the
spaces provided in the Form of Bid or Proposal, Item 9, Page 9 of 10.
Thomas J. onan, P. E.
Wayne Cl assen Engineering and Surveying,Inc.
ADDENDUM NO. I F.Y.2008 WEST COMMERCIAL ST.EXTENSION Page 5 of 5
JULY 9,2008 RIVER ROAD RELOCATION AND
STORMWATER PUMP STATION
CONTRACT 720
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CONSTRUCTION DETAILS -
CUSTOMER FURNISHED PADS FOR
3-PHASE PAD-MOUNTED TRANSFORMERS.
1500-2500 KVA
1O.-o.
B4—
—r--
6x6-6/6 PAD
2'-6• REINFORCEMENT
(2-LAYERS)
0 0
ID" DIA. PIERS
(6-PLACES) - `
g'-°' PLAN VIEW #4 RE-RODS TOP &BOTTOM
B'-0• 9'-6"LONG (B-PLACES)
BENT TIE RE-RODS GROUND ROD '
(6-PLACES) SLEEVE
1 1/2'(BEVEL]
CHAMFER O O O I" METERING CONDUIT •
(BEVEL] f MAY BE REQUIRED
TOP EDGE A ,,Cc) �*�.l'�� / 1 A
I 2.i. ..ff 1'-',
IxARY SECONDARY° !•
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PRIMARY CONDUITS SHALL BE CENTERED 1•-0•
ALONG BACK EDGE OF BOX-OUT. ALL— B 4 SECONDARY CONDUITS SHALL BE POSITIONED
CONDUITS SHALL EXTEND I" MAX. ABOVE STARTING AT THE BACK EDGE OF THE BOX-OUT
AND FILLING TOWARDS THE FRONT. ALL
TOP OF PAD o j
_IL I o CONDUITS SHALL EXTEND 1" MAX. ABOVE TOP
8ONOFEPE OVER EACKFILL� 6J OF PAD
OR
•
DR 8 OF PEA GRAVEL ; ,"
,' GRADE 6x6-e/6 of
• • SLEEVE 9" LINE • ''t" PAD REINFORCEMENT
• •; •.,{.1..90' (2-LAYERS) .
2-4' DIA. DUCTS ." }..•.. PLASTIC OR
4B" RADIUS
GALS• STEEL
XB" RADIUS
ROD (BY COMPANY/
SECTION 'A-A"
1 1/2' CHAMFER (BEVEL) Ct #7 BENT TIE RE-RODS
TOP EDGE r'_ fr(6-PLACES) B' 04 RE-RODS ]SEE PLAN VIEW)
POLYETHYLENE FILM • ' g'-1' DESIGN DATA
1'-2' THICK SAND "•'`•' 516 •K
LEVELING BED. (NO ROCK) .
•,�e ' I . 'CONCRETE' F'C j STEEL.
ROTHPSI AT 28 DAYS
ta" DIA. PIERS— 686-B/B INGMEL STEE4 A A 615-40
(NSF)
IS-PLACES) . 6X6-6/6 YELDED WIRE.FABRIC (WF)
i • A5TN A 185
• •
SOILS 2 15X PROCTOR DENSITY OR 55 PSI ADV.
SECTION "B-B"
1
1
I
•
Effective March 1,2008 96 APPENDIX B-5
•
CITY OF WATERLOO CONTRACT NO, 720
ADDENDUM ND. 1
SPILL PREVENTION, CONTROL AND COUNTERMEASURE(SPCC)PLANS
AND OIL CONTAINMENT FOR CUSTOMER FURNISHED PADS
4' i ') FOR 3-PHASE PAD-MOUNTED TRANSFORMERS (ALL SIZES)
1 AND 167 kVA 1-PHASE TRANSFORMERS
Federal regulations prohibit the discharge of oil onto or into navigable waters of the United States
or adjoining shorelines. A facility with aggregate above ground oil storage capacity of more than
1,320 gallons(counting only containers with oil.storage capacity of 55 gallons or more)which
could reasonably be expected to discharge oil to.navigable waters.of the United States,must
prepare a Spill Prevention, Control and Countermeasure(SPCC)Plan.More specifically,
whenever MidAmerican owned equipment at a customer facility exceeds this threshold(customer
owned oil filled equipment at the site excluded),a plat mu§t be prepared: This requirement affects
bulk oil containers,oil-filled electrical equipment arid:oil-filled process.equipment.Development
of a site-specific SPCC Plan requires detailed.knowledge,of the,facility and the:potential effects of
any oil release.Each SPCC Plan must include certain standard elements to ensure compliance with
federal regulations. One of the elements is'a description ofappropriate,containment and/or
diversionary structures or equipment designed to prevent a discharge of oil to the environment.
Proposed facilities that do not meet the SPCC threshold should be evaluated to determine the risk
of oil discharge to navigable waters of the United States.Where the risk is significant,facility
design should incorporate discharge prevention measures(appropriate containment,increased
distance to surface water or drains, etc.)...
For additional information on oil spill prevention or SPCC Plans,contact Mid.American Energy '
Company,Environmental Services, at(515)281-2951.
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TRANSFOE ERPAD'O HARD SURFACE:
TRANSFORMER TADS ON GRASS OR GRAVEL " CURB ON SIDES t 'EA v'
•TRENCH ON FOUR SIDES * 8"TALL X6" "itE
'2'DEEP X 3'WIDE *DOWELED 'SURFACE
*3"PVC FO• DRAIN WITH ao AL PLUG
*SELTFENCEFSSTHIHATWILLALLOWROUOII EPDXY CKFIII R1
WATRR TO PASS TH * OR AN• '.VED)
1 2"R-7'r *2"ROCK,SCREENED ii—Transformer Pad
S`rcened / T2saxCoraur Fed
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Silt Peace Felait
(or other soil fabric 3"P FOR DRAIN
-with or •lower Pwrrn 'IEEvfICAL
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Effective March 1,2008 • 89 APPENDIX B-1
•
CITY OF WATERLOO CONTRACT ND, 720
ADDENDUM NO. 1 . .
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SCH BO, CAP SPARE
PLAN. • •
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ANCHOR:•tbL.TS AS DETERMINED
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2' MIN.- MAX.
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7.(HANI.FER.
FINISH GRADE
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COPPER CLAD GROUND: RPD- • •
8` LONG. IOWA DDT, CLASS C-4
• P.C. CONCRETE
•
LIGHT CONTR.q.._
CABINET BP5E••
NOT TO 'SCALE
EXISTING RECORDS, FIELD VERIFY
RIVER ROAD PARKING LOT
2" DIA. PVC, SCH 80
3- #8 AWG, COPPER
1- #10 AWG, COPPER, GROUND
RIVER ROAD WALKWAY LIGHTING
2" DIA, PVC, SCH 80
3- #8 AWG, COPPER
1- #6 AWG, COPPER, GROUND CITY OF WATERLOO CONTRACT ND, 720
ADDENDUM NO, 1
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:
I. The undersigned,being a Corporation 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 fiunish 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 QTY., PRICE PRICE
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 OF 10
ADDENDUM NO, 1
008. Removal of foundations-Column Piers C.Y. 128.5
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
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 thin L.F. 38
36-inch dia.
020. Removal of chainlink fence L.F. 368
021. Removal of bollards Each 26
022. Removal of guardrail L.F. 52
023. Removal of light poles Each 12
024. Removal of concrete footings for light poles Each 12
025. Removal of traffic sign Each 8
026. Removal of street sign Each 1
027. Removal of traffic signalization L.S. 1
028. Removal of 2 abandoned concrete bases L.S. 1
FORM OF BID CONTRACT NO.720 PAGE 2 OF 10
ADDENDUM NO. 1
029. Removal of traffic signal pole base Each 4
030. Removal of traffic signal pole w/mastann 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, 1DOT 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. of Existing
Each
Connection Storm Sewer 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, [DOT 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
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 22'V2 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. Sanitary M.H. Casting and Seal Each 4
TOTAL BASE BID
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
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
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(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-funnshed
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
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. I
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
TOTAL-ALT.NO.3
ALT.NO.4
ITEM. EST. UNIT TOTAL
NO. DESCRIPTION UNITS QTY. PRICE PRICE
479. Unit Pavers L.S. 1
TOTAL-ALT.NO.4
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($ )in the form of ,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. Date
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
1fUIndtlUi 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
(Name of Bidder) (Date)
BY: Title
Official Address: (Including Zip Code):
I.R.S.No.
FORM OF BID CONTRACT NO.720 PAGE 10 OF 10
ADDENDUM NO. 1
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and STORM WATER PUMP STATION a57 MO.0_1[BudrsuOWOW E Surveying,Inc.
LIGHTING DETAILS 2205 nivenity Avenue • P.O.Box 1390 • Waterloo.Iowa 5WOI
^ ^ 4 r Phone:(319)235-5234• Fax 019)235-0025
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ADDENDUM
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RIVER ROAD RELOCATION, DAZE PLOTTED: TE
FILENAME
CO-TABULATIONS �F Wayne Ciaassen Engineering and
6/26/00 ADO.ill-REV.FORM GRAD/ELEVATIONS Surveying, Inc.
cl,-, and STORM WATER PUMF STATION _
2705 University Avenue • P.O. Box 898 • Waterloo, Iowa 50701
,A STORM SEWER TABULATIONS
sa Phone: (319)235-8284 • Pox; (319) 235-0028
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2008 WEST COMMERCIAL ST. EXTENSION, FlLE ND. PGMD TJN DATE ..<
RIVER ROAD RELOCATION, DATE PLOTTE°. REVISIONSFILENAME:
Co-LI°HTN°OETAIS C Wayne Claassen Engineering and
and STORM WATER PUMP STATION °'�°a�0x ADD. -REV.LGHTS AND CONDUITLIFY
, Surveying, Inc.
2a.
. 2705 University Avenue • P.O. Box 898 • Waterloo. Iowa 50701
LIGHTING DETAILS A. - Phone: (319) 235-6294 • Fax: (319) 235-0025