HomeMy WebLinkAboutADDENDUM NO. 1 ADDENDUM
NO.1
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BIDDING DO p T.,L1Ng S L
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CARDINAL A1NA E IMPROVEMENTS
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F Y 2020 DRAINAGE
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August28 2019 g 1.00 P.M.,Local Time
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pATE TIME• September 5, CT s Addendum and give it
SETTING DATE & E ABOVE PROJECT..
carefully read this ON TH Shall
TO A��BIDDERS on the above contract
submitting a bid of their bid. quantity
ii ders sub the preparation ABOVE PROJECT including ORM OF
All B id or Proposal, D
consideration in S ON THE Ago Form of B the REVISE
to the F shall use
TO ALL BIDDER have been made and 35 Bidder
revisions h Bid Items 1 p addendum. equal.
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Page 1 of 1
Addendum N° • 1
Contact 988
FORM OF BID OR PROPOSAL
FY 2020 CARDINAL DR., DONALD ST., LINBUD LN., MARTIN RD. DRAINAGE IMPROVEMENTS
CONTRACT NO. 988
CITY OF WATERLOO, IOWA
Honorable Mayor and City Council
Waterloo, Iowa
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 FY 2020 CARDINALD DR.,
DONALD ST., LINBUD LN., MARTIN RD. DRAINAGE IMPROVEMENTS, Contract No. 988, all in
accordance with the above-listed documents and for the unit prices for work in place for the following
items and quantities:
FY 2020 CARDINALD DR.,DONALD ST., LINBUD LN., MARTIN RD.
DRAINAGE IMPROVEMENTS
CONTRACT NO. 988
SUDAS
SPECIFICATION
*SEE
BID SUPPLEMENTAL UNIT BID TOTAL BID
ITEM SP=SPCL PROV DESCRIPTION UNIT EST QTY PRICE PRICE
EARTHWORK,SUBGRADE,AND SUBBASE
1 2010-108-B CLEARING AND GRUBBING BY AREA SY 91.0 $ $
2 2010-108-D* TOPSOIL STRIP, STOCKPILE, SPREAD, 4 INCHES SY 2068.0 $ $
3 2010-108-E-0 EXCAVATION, CLASS 10 CY 41.0 $ $
4 2010-108-E* EXCAVATION, CLASS 10 WASTE CY 10.0 $ $
5 2010-108-E* EXCAVATION, CLASS 10 BORROW CY 67.0 $ $
6 2010-108-G SUBGRADE PREPARATION SY 165.0 $ $
7 2010-108-1-0 MODIFIED SUBBASE, 6 INCH SY 13.0 $ $
8 RECYCLED ASPHALT PAVEMENT AS SUBBASE, 6 40.0
2010-108-I* INCH SY $ $
STORM SEWERS
9 4020-108-A* RCP, 12 INCH LF 149.0 $ $
10 4020-108-A* RCP, 18 INCH LF 103.0 $ $
11 4020-108-A* HDPE, 18 INCH LF 222.0 $ $
12 4020-108-A* HDPE, 24 INCH LF 416.0 $ $
FORM OF BID CONTRACT NO. 988 Page 1 of 4
SUDAS
SPECIFICATION
*SEE
BID SUPPLEMENTAL UNIT BID TOTAL BID
ITEM SP=SPCL PROV DESCRIPTION UNIT EST QTY PRICE PRICE
STORM SEWERS
13 4020-108-A RCP,24 INCH LF 6.0 $ $
14 INLINE CHECK VALVE, 12 INCH EA 2.0 $ $
PIPE CULVERTS
15 4030-108-B* RCP APRON, 12 INCH EA 2.0 $ $
16 4030-108-B* RCP APRON, 18 INCH EA 1.0 $ $
SUBDRAINS AND FOOTING DRAIN COLLECTORS
17 4040-108-A SUBDRAIN,6 INCH LS 1571.0 $ $
18 4040-108-C* SUBDRAIN CLEANOUT, 6 INCH EA 4.0 $ $
19 4040-108-D* SUBDRAIN OUTLET,6 INCH EA 5.0 $ $
20 4040-108-A* NON-PERFORATED PVC STUB,4 INCH LF 68.0 $ $
21 4040-108-A* REMOVE AND REPLACE SUBDRAIN,6 INCH LS 10.0 $ $
STRUCTURES FOR SANITARY AND STORM
SEWERS
22 6010-108-A* STORM SEWER MANHOLE, SW-401 EA 4.0 $ $
23 6010-108-B* STORM SEWER INTAKE, SW-501 EA 3.0 $ $
24 6010-108-B* STORM SEWER INTAKE, SW-503 EA 1.0 $ $
25 6010-108-B STORM SEWER INTAKE, SW-513 EA 2.0 $ $
PORTLAND CEMENT CONCRETE PAVEMENT
26 7010-108-A-0* PCC PAVEMENT,6 INCH SY 13.0 $ $
27 7010-108-A-0 PCC PAVEMENT, 7 INCH SY 172.0 $ $
28 7010-108-A* PCC PAVEMENT, FLUME, 7 INCH SY 9.4 $ $
29 7010-108-E PCC CURB AND GUTTER, 24 INCH LF 49.0 $ $
HOT MIX ASPHALT PAVEMENT
30 7020-108-B* HMA PAVEMENT, 3 INCH SY 206.0 $ $
31 7020-108-B* HMA PAVEMENT, 5 INCH SY 13.0 $ $
32 7020-108-B* HMA PAVEMENT, 6 INCH SY 40.0 $ $
33 RECYCLED ASPHALT PAVEMENT AS SHOULDER SY 500.0
MATERIAL, 6 INCH $ $
PAVEMENT REHABILITATION
34 7040-108-H PAVEMENT REMOVAL SY 232.0 $ $
35 7040 108-H* UNIMPROVED PAVEMENT REMOVAL, STOCKPILE, SY 247.0
AND RESPREAD $ $
36 7040-108-I CURB AND GUTTER REMOVAL LF 45.0 $ $
37 REMOVAL OF EXISTING SHOULDER MATERIAL SY 597.0 $ $
TEMPORARY TRAFFIC CONTROL
38 8030-108-A-0 TEMPORARY TRAFFIC CONTROL LS 1.0 $ $
SEEDING
39 9010 108 B 0* HYDRAULIC SEEDING, FERTILIZING AND SY 2454
MULCHING $ $
-
40 REMOVE AND REINSTALL FENCE PANELS, 8'X 6' EA 53.0
WOOD $ $
FORM OF BID CONTRACT NO. 988 Page 2 of 4
SUDAS
SPECIFICATION
*SEE
BID SUPPLEMENTAL UNIT BID TOTAL BID
ITEM SP=SPCL PROV DESCRIPTION UNIT EST QTY PRICE PRICE
EROSION AND SEDIMENT CONTROL
41 9040-108-E-0 TEMPORARY RECP,WOOD EXCELSIOR MAT SY 2168 $ $
42 9040-108-F-1 WATTLE, STRAW,6 INCH LF 92.0 $ $
43 9040-108-F-2 WATTLE, REMOVAL LF 92.0 $ $
44 9040-108-J EROSION STONE, 6 INCH TN 5.0 $ $
45 9040-108-J MACADAM STONE, 3 INCH TN 2.0 $ $
46 9040-108-J CLASS D REVETMENT TN 30.0 $ $
MOBILIZATION
47 11020-108-A-1 MOBILIZATION LS 1.0 $ $
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.
FORM OF BID CONTRACT NO. 988 Page 3 of 4
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 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.
(Name of Bidder) (Date)
BY: Title
Official Address: (Including Zip Code):
I.R.S. No.
FORM OF BID CONTRACT NO. 988 Page 4 of 4