HomeMy WebLinkAboutRainier Street Regional Stormwater Addendum No. 5Addendum No. 5
for Construction of
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City of Port Townsend Work Order 8028
Prepared by�
City ofPort Townsend
Department ofPublic Works
250 Madison Street, Suite ZR
Port Townsend, VvAQ8368
The above mentioned CONTRACT PROVISIONS AND PLANS has been reviewed and approved for
advertisement. Such review includes all plans, specifications, and permits associated with the project.
Prepared by: Sarah Tiffany
Addendum No.5 Page 1of3 Rainier St. Regional Stoirmwater
ADDENDUM NO. 5
TO THE CONTRACT PROVISIONS AND PLANS
FOR CONSTRUCTION OF
7=-
City of Port Townsend Work Order No. 8028
ISSUED: April 20,2020
BID OPENING: 2:00 PM
April 22,2020
Acknowledge receipt of this Addendum on the Bid Proposal (Exhibit A), Page 1.
TO PROSPECTIVE BIDDERS:
The attention of all prospective bidders on the above project is directed to the following
modifications and additions to the Contract Documents, which are hereby made a part of
the Contract Provisions and Plans.
MA,N,UAL COVER, BID SUBMITTAL COVER SHEET AND TABLE OF CONTENTS
No Change
PART I — CALL FOR BI
No Change
PART 11 — CON1 RACT SPECIFICATIONS
No Change
0=111111MI-1=910
Replace Exhibit A — Bid Proposal with new Exhibit A
Addendum Igo. 5 Page 2 of 3 Rainier St, Regional Stormwater
Replace Exhibit B Bid Tabulation Form with new Exhibit B
PART IV — CONTRACT FORMS
No Change
PARTY —APPENDICES
No Change
Bidders shall furnish the City of Port Townsend with evidence of receipt of the
Addendum. This Addendum will be incorporated in the contract when awarded and
when formally executed.
Any questions please contact David L. Peterson, P.E. at dj-)e 1 q
David Peterson, P.E.
City Engineer
City of Port Townsend
Attachments:
Exhibit A —Bid Proposal
Exhibit B - Bid Tabulation Form
Addendum No.5 Page 3 of 3 Rainier St. Regional Stormwater
Ar1T1r_
Proposal of
(Hereinafter called "Bidder"), organized and existing under the laws of the State of, doing business as
To the City of Port Townsend ("City"):
In compliance with your Invitation for Bids, Bidder hereby proposes to perform all work for the
following Project or Contract: Rainier St. Regional Stormwater in strict accordance with the Contract
Documents, within the time set forth therein, and at the prices stated below.
By submission of this Bid, each Bidder certifies, and in the case of a joint Bid each party thereto
certifies as to his own organization, that this Bid has been arrived at independently without
consultation, communication or agreement as to any matter relating to this Bid with any other Bidder
or with any other competitor.
Bidder hereby agrees to commence work under this Contract on or before a date to be specified in
the Notice to Proceed.
Bidder acknowledges that if the Bid Proposal is made without a requirement for a Bid Deposit, and
Bidder is awarded the Contract but fails to execute the Contract, then Bidder shall be disqualified
from submitting further Bid Proposals to the City for a period of two years from Notice of Award.
Bidder agrees to perform all work as described in the Contract Documents and as shown on the
drawings for the Rainier St. Regional Stormwater for the total cost listed on Exhibit B as follows:
Receipt is hereby acknowledged of Addendum(s) No(s):
write "none" if there were no addendums.]
[NOTE:
Addendum 5 Page 1 of 2 Rainier St. Regional Stormwater
1. If the Bidder is a sole proprietorship, so state and give the name under which business is
2. lf the Bidder is a co -partnership, so state, giving firm name under which business is transacted.
3. if the Bidder is@corporation, this Proposal must beexecuted h«its duly authorized officials.
Bidder's Firm Name Date
Authorized Signature (required)
Bidder's address and
Telephone/Fax numbers for
Official communications:
STATE CERTIFICATE OF REGISTRATION NO.
STATE UNIFIED BUSINESS IDENTIFIER NO.
END OFTEXT
Addendum Page 2of2 Rainier St. Regional Stonnwater
Exhibit B
#
STD SPEC.
Item Description
Quantity
Unit Unit (Price Total
lBase Bid
1
1-09.7
MOBILIZATION
I
L.S.
2
2-01
CLEARING AND GRUBBING
3
ACRE
3
No Bid Item
0
4
2-03
COMMON BORROW
300
C.Y-
5
2-03
ROADWAY EXCAVATION
1130
C.Y.
6
2-09
STRUCTURE EXCAVATION CLASS B
4850
CY
7
2-03
EMBANKMENT COMPACTION
3150
C.Y.
8
8-15
QUARRY SPALLS
235
TON
9
4-04
PERMEABLE BALLAST
905
TON
10
7-05
CATCH BASIN TYPE I L
6
EACH
11
7-05
CATCH BASIN TYPE 2 48 IN. DIAM,
3
EACH
MANHOLE ADDITIONAL HEIGHT 48 IN
12
7-05
DIAM. TYPE 2
5
L.F,
13
7-105
54 IN. CONTROL STRUCTURE
1
EACH
14
7-05
DEBRIS BARRIER
I
EACH
is
7-04
TESTING STORM SEWER PIPE
1975
L.F.
16
7-01
DRAM IPIIIPE 8 IN. DIAM,
20
L.F.
SOLID WALL PVC STORM SEWER PIPE 15
17
7-04
IN. DIAM.
36
L. F.
CORRUGATED POLYETHYLENE STORM
18
7-104
SEWER RIPE 12 IN. DIAM.
81
L,F.
CORRUGATED POLYETHYLENE STORM
19
7-04
SEWER P111PIE 18 IN. DIAM,
1858
L. F,
210
7-102
TRASH RACK
3
EACH
21
4-04
CRUSHED' URFACING TOP COURSE
700
TON
22
8-01
HIGH VISIBILITYSILT FENCE
1980
L.1F,
23
8-01
STABILIZED CONSTRUCTION ENTRANCE
250
S.Y.
24
8-01
ESC LEAD
75
DAY
25
8-01
STREET CLEANING
40
HR
Addendum No, 5 iPage 1 of 2 Rainier St. Regional Stormwater
Exhibit B
Bid
Tabulation Form
26
8-01
SEEDING, FERTILIZING, AND MULCHING
3
ACRE
27
8-21
PERMANENT SIGNING
I
L.S.
SHORING OR EXTRAEXCAVATION CLASS
28
7-08
B
16,000
S.F.
GRAVEL BACKFILL FOR PIPE ZOIN E
29
7-08
BEDDING
780
C.Y.
310
8-12
CHAIN LINK FENCE TYPE 3
650
L. F.
31
8-12
DOUBLE 14 FT,. CHAIN LINK GATE
I
EACH
CONSTRUCTION GEOTEXTILE FOR
32
2-12
UNDERGROUND DRAINAGE
525
S.Y.
33
SP-8-30
FLOW DISPERSION TRENCH
I
EACH
34
SP-1-05.18
RECORD DRAWINGS
1
L.S.
35
1-04A
MINOR CHANGE
EST
EST $
Base Bld'Total
Bid Alternative
36
2 09
S1 RJXTURE EM"AVA CLASS B
850
C n"y
37
4-04
PERMEABLE BALLAST
1250
TOIN
CONSTRUCTION GEOTEXTILE FOR
38
2-12
UNDERGROUND DRAINAGE
735
S.Y„
39
8-12
CHAIN LINK FENCE TYPE 3
90
L, F.
40
2,03
FN',')A[")\AfAY EX("AVA'1101N,�'
235(li
c.Y
41
2 f,�)13
�Total
3200
c'Y'
Bi�dAlternative
Addendum No.5 Page '2 of 2 Rainier St. Regional Stormwater