HomeMy WebLinkAboutADDENDUM NO. 1 - Contract 1147SHEET
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DATE: 3/4/2026
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11
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FORM OF BID CONRACT NO. 1147 Page 1 of 5
FORM OF BID OR PROPOSAL
F.Y. 2026 800 BLK UPTON AVENUE
SANITARY AND WATER MAIN EXTENSIONS
CONTRACT NO. 1147
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 ________________,
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 the City Engineer
of the City of Waterloo 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. 2026 800 BLK UPTON AVENUE SANITARY AND WATER MAIN EXTENSIONS, Contract No.
1147, all in accordance with the above-listed documents and for the unit prices for work in place for the
following items and quantities:
FY 2026 800 BLK UPTON AVENUE SANITARY AND WATER MAIN EXTENSIONS CONTRACT NO.1147
BID
ITEM
SUDAS
SPECIFICATION
* SEE
SUPPLEMENTAL
DESCRIPTION UNIT
UPTON
AVENU
E QTY
UNIT BID
PRICE
TOTAL BID
PRICE
DIVISION 2 - EARTHWORK
1 2010-108-D-1 * TOPSOIL, 4 INCHES, ON SITE SY 515.0 $ $
2 2010-108-E * EXCAVATION, CLASS 10, ROADWAY AND
BORROW CY 0.6 $ $
3 SEE EST. REF. EXCAVATION, CLASS 10, WASTE CY 298.0 $ $
4 2010-108-F * EXCAVATION, CLASS 10, BELOW GRADE CY 45.0 $ $
5 2010-108-G * SUBGRADE PREPARATION SY 1,661.0 $ $
6 2010-108-J * SUBBASE, MODIFIED, 8-INCH SY 1,661.0 $ $
SUBTOTAL EARTHWORK = $
DIVISION 4 - SEWERS AND DRAINS
SANITARY SEWERS
7 4010-108-A
SANITARY SEWER, TRENCHED, TRUSS, 8-
INCH LF 201.0 $ $
8 4010-108-E
SANITARY SEWER SERVICE STUB, SDR
23.5, 6-INCH LF 66.0 $ $
STORM SEWERS
FORM OF BID CONRACT NO. 1147 Page 2 of 5
9 4020-108-A
STORM SEWER, TRENCHED, RCP 2000D,
24-INCH LF 26.0 $ $
10 4020-108-A
STORM SEWER, TRENCHED, RCP 2000D,
15-INCH LF 30.0 $ $
11 4020-108-D REMOVAL OF STORM SEWER, RCP, LESS
THAN OR EQUAL TO 36-INCH LF 56.0 $ $
12 4020-108-D REMOVAL OF STORM SEWER, SUBDRAIN LF 272.0 $ $
SUBDRAINS
13 4040-108-A * SUBDRAIN, TYPE SP, 6 INCH LF 710.0 $ $
14 4040-108-C-1 SUBDRAIN CLEANOUT, TYPE 1-A, 6-INCH
EAC
H 2.0 $ $
15 4040-108-D *
SUBDRAIN OUTLET TO STRUCTURE, 6
INCH
EAC
H 2.0 $ $
SUBTOTAL SEWERS AND DRAINS - SEWERS AND DRAINS = $
DIVISION 5 - WATER MAIN AND APPURTENANCES
PIPES AND FITTINGS
16 5010-108-A WATER MAIN, TRENCHED,
POLYWRAPPED, DIP, 6" LF 299.0 $ $
17 5010-108-C FITTING, MJ LOCKING CROSS, 12"x6" EAC
H 1.0 $ $
18 5010-108-C FITTING, MJ LOCKING TEE, 6"x6"x6" EAC
H 1.0 $ $
19 5010-108-C FITTING, 45° MJ BEND, 6"
EAC
H 4.0 $ $
20 5010-108-E-1 WATER SERVICE STUB, COPPER, 3/4-
INCH LF 37.0 $ $
21 5010-108-E-2 WATER SERVICE, CORPORATION, 3/4-
INCH
EAC
H 2.0 $ $
22 5010-108-E-3 WATER SERVICE, CURB STOP AND BOX,
3/4-INCH
EAC
H 2.0 $ $
VALVES, FIRE HYDRANTS, AND APPURTENANCES
23 5020-108-A VALVE, MJ GATE, 12"
EAC
H 1.0 $ $
24 5020-108-A VALVE, MJ GATE, 6"
EAC
H 4.0 $ $
25 5020-108-C FIRE HYDRANT ASSEMBLY
EAC
H 1.0 $ $
SUBTOTAL WATER MAIN AND APPURTENANCES =
DIVISION 6 - STRUCTURES FOR SANITARY AND STORM SEWERS
26 6010-108-A MANHOLE, SW-301, 48-INCH
EAC
H 2.0 $ $
27 6010-108-E-1
MANHOLE ADJUSTMENT, MINOR, SW-
301
EAC
H 1.0 $ $
28 6010-108-E-1
MANHOLE ADJUSTMENT, MINOR, SW-
401
EAC
H 1.0 $ $
FORM OF BID CONRACT NO. 1147 Page 3 of 5
29 6010-108-F-2 * INTAKE ADJUSTMENT, MAJOR, SW-509
EAC
H 2.0 $ $
30 6010-108-G CONNECTION TO EXISTING MANHOLE
OR INTAKE, SUBDRAIN
EAC
H 2.0 $ $
SUBTOTAL STRUCTURES FOR SANITARY AND STORM SEWERS = $
DIVISION 7 - STREETS AND RELATED WORK
ASPHALT PAVEMENT
31 7020-108-B *
PAVEMENT, HMA, 1.5-INCH, STANDARD
TRAFFIC (ST) SURFACE, 1/2", PG58-28S,
NO FRICTION
SY 974.0
$ $
32 7020-108-B *
PAVEMENT, HMA, 1.5-INCH, STANDARD
TRAFFIC (ST) INTERMEDIATE, 1/2",
PG58-28S
SY 974.0
$ $
33 7020-108-B * PAVEMENT, HMA, 3-INCH, STANDARD
TRAFFIC (ST) BASE, 3/4", PG58-28S SY 974.0 $ $
34 7020-108-B * MISC. PAVEMENT, 3-INCH HMA / 8.5-
INCH PCC SY 299.0 $ $
35 7010-108-E CURB & GUTTER, 30-INCH WIDE, 6-INCH
DEPTH, PCC, C-4WR, CLASS 3 AGG. LF 644.0 $ $
SIDEWALKS, SHARED USE PATHS, AND DRIVEWAYS
36 7030-108-E * PCC SIDEWALK, 6-INCH, C-4 SY 14.6 $ $
37 7030-108-E * PCC SIDEWALK, 4-INCH, C-4 SY 12.2 $ $
38 7030-108-G * DETECTABLE WARNINGS SF 20.0 $ $
39 7030-108-H ALLEY, PCC, 6-INCH, C-4 SY 46.9 $ $
40 7030-108-H DRIVEWAY, PCC, 5-INCH, C-4 SY 13.6 $ $
PAVEMENT REHABILITATION
41 7040-108-H * PAVEMENT REMOVAL SY 1,539.0 $ $
SUBTOTAL STREETS AND RELATED WORK = $
DIVISION 8 - TRAFFIC CONTROL
42 8030-108-A * TRAFFIC CONTROL LS 1.0 $ $
43 IADOT 2528-
2518010 SAFTEY CLOSURE
EAC
H 5.0 $ $
SUBTOTAL TRAFFIC CONTROL = $
DIVISION 9 - SITE WORK AND LANDSCAPING
SEEDING
44 9010-108-B * HYDRAULIC SEEDING, FERTILIZING AND
MULCHING - TYPE 1 SY 515.0 $ $
EROSION AND SEDIMENT CONTROL
45 9040-108-T-1 * INLET PROTECTION DEVICE,
INSTALLATION, DROP-IN
EAC
H 8.0 $ $
46 9040-108-T-2 * INLET PROTECTION DEVICE,
MAINTENANCE
EAC
H 8.0 $ $
FORM OF BID CONRACT NO. 1147 Page 4 of 5
SUBTOTAL SITE WORK AND LANDSCAPING = $
DIVISION 11 - MISCELLANEOUS
47 11010-108-A CONSTRUCTION SURVEY LS 1.0 $ $
48 11020-108-A MOBILIZATION LS 1.0 $ $
49 11,050-108-A CONCRETE WASHOUT LS 1.0 $ $
SUBTOTAL MISCELLANEOUS = $
TOTAL BID = $___________________________
2. It is understood that the quantities set forth are approximate only and subject to variation and that the
unit bid price for the work done shall govern in the actual payment to Contractor.
3. In submitting this bid, the bidder understands that the right is reserved by the City of Waterloo, Iowa, to
reject any or all bids. If written notice of the acceptance of this bid is mailed, telegraphed, or delivered to
the undersigned within thirty (30) days after the opening thereof, or at any time thereafter
before this bid is withdrawn, the undersigned agrees to execute and deliver an agreement in the prescribed
form and furnish the required bond and certificate of the insurance within ten (10) days after the
agreement is presented to him for signature, and start work within ten (10) days after "Notice to Proceed"
is issued.
4. Security in the sum of _______________________________________________________Dollars ($
) 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 Bidder Status Form.
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 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.
FORM OF BID CONRACT NO. 1147 Page 5 of 5
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.
(Name of Bidder) (Date)
BY: Title
Official Address: (Including Zip Code):
I.R.S. No.