HomeMy WebLinkAboutRainier Street Regional Stormwater Addendum No. 3Addendum No. 3
for Construction of
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City of Port Townsend Work Order 8028
Prepared by�
[|tyofPortTownsend
Department ofPublic Works
25OMadison Street, Suhe2K
Port Townsend, WA 98368
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.
Prepare dby: Sarah Tiffany
Checked by: David L.
Approved by:
AddendumNo.3 Page 1uf4 Rainier St, Regional Stonnwater
ADDENDUM NO. 3
TO THE CONTRACT PROVISIONS AND PLANS
FOR CONSTRUCTION OF
Rainier Street Regional Stormwater
City of Port Townsend Work Order No. 8028
ISSUED: April 17, 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.
MANUAL COVER. BID SUBMITTAL COVER SHEET AND TABLE OF CONTENTS
No Change
PART I — CALL FOR BIDS
No Change
PART II — CONTRACT SPECIFICATIONS
No Change
PART III - BID FORMS
Bid Tab - Add Bid Item 3 with Item Zero Quantity
Bid Tab — Change Bid Item 12 Quantity from 6 to 5
Addendum No. 3 Page 2 of 4 Rainier St. Regional Stormwater
PART IV — CONTRACT FORMS
No Change
PART V—APPENDICES
Clarification Addendum 1— Appendix G The plan sheets included with the 7/18/19
Critical Areas Special Report (C2.00, C2.01, C2.02, C2.03, C2.03 dated 07/16/19) are not a
part of the plans and are deleted. The plan sheets dated 3/19/20 included with the bid
documents are to be used.
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 dpeterson@cityofpt.us.
David Peterson, P.E.
City Engineer
City of Port Townsend
Attachments:
Exhibit B - Bid Tab
Addendum No. 3 Page 3 of 4 Rainier St. Regional Stormwater
Attachments
Exhibit B - Bid Tab
Addendum No. 3 Page 4 of 4 Rainier St. Regional Stormwater
Bid Item
WSDOT
#
STD SPEC.
Item Description
Quantity
Unit
Unit Price
Total
Base Bid
.....................................................................................................................................................................................................................................................................................................................................................
1
1-09.7
MOBILIZATION I
1 I
L.S.
2
2-01
CLEARING AND GRUBBING I
3 I
ACRE
3
No Bid Item
0
4
2-03
COMMON BORROW I
300 I
C.Y.
5
2-03
ROADWAY EXCAVATION I
1130 I
C.Y.
6
2-09
STRUCTURE EXCAVATION CLASS B I
4850 I
CY
7
2-03
EMBANKMENT COMPACTION I
3150 I
C.Y.
8
8-15
QUARRY SPALLS I
235 I
TON
9
4-04
PERMEABLE BALLAST I
905 I
TON
10
7-05
CATCH BASIN TYPE 1L I
6 I
EACH
11
7-05
CATCH BASIN TYPE 2 48 IN. DIAM. I
3 I
EACH
12
7-05
MANHOLE ADDITIONAL HEIGHT 48 IN. DIAM. TYPE 2 I
5 I
L. F.
13
7-05
54 IN. CONTROL STRUCTURE I
1 I
EACH
14
7-05
DEBRIS BARRIER I
1 I
EACH
15
7-04
TESTING STORM SEWER PIPE I
1975 I
L. F.
16
7-01
DRAIN PIPE 8 IN. DIAM. I
20 I
L. F.
17
7-04
SOLID WALL PVC STORM SEWER PIPE 15 IN. DIAM. I
36 I
L. F.
is
7-04
CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM.
81 I
L. F.
19
7-04
CORRUGATED POLYETHYLENE STORM SEWER PIPE 18 IN. DIAM.
1858 I
L. F.
20
7-02
TRASH RACK I
3 I
EACH
21
4-04
CRUSHED SURFACING TOP COURSE I
700 I
TON
22
8-01
HIGH VISIBILITY SILT FENCE I
1980 I
L. F.
23
8-01
STABILIZED CONSTRUCTION ENTRANCE I
250 I
S.Y.
24
8-01
ESC LEAD I
75 I
DAY
25
8-01
STREET CLEANING I
40 I
HR
26
8-01
SEEDING, FERTILIZING, AND MULCHING I
3 I
ACRE
27
8-21
PERMANENT SIGNING I
1 I
L.S.
28
7-08
SHORING OR EXTRA EXCAVATION CLASS B I
16,000 I
S. F.
29
7-08
GRAVEL BACKFILL FOR PIPE ZONE BEDDING I
780 I
C.Y.
30
8-12
CHAIN LINK FENCE TYPE 3 I
650 I
L. F.
31
8-12
DOUBLE 14 FT. CHAIN LINK GATE I
1 I
EACH
32
2-12
CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE I
525 I
S.Y.
33
SP-8-30
FLOW DISPERSION TRENCH I
1 I
EACH
34
SP-1-05.18
RECORD DRAWINGS
1
L.S.
35
1-04.4
MINOR CHANGE ................
EST
EST 35,000
Bid Alternative
36
2-09
STRUCTURE EXCAVATION CLASS B
3200
C.Y.
37
4-04
PERMEABLE BALLAST
1250
TON
38
2-12
CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE
735
S.Y.
39
8-12
CHAIN LINK FENCE TYPE 3
90
L. F.