HomeMy WebLinkAboutRainier Street Regional Stormwater Addendum No. 6for Construction of
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Prepared by�
City ofPort Townsend
Department ofPublic Works
250Madison Street, Suite 2R
Port Townsend, VVA&8368
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
Checked by: David L. Pete'son
AddendumNo.6 Page 1of3 Rainier St. Regional Stommwater
City of Port Townsend Work Order No. 8028
ISSUED: April 22, 2020
BID OPENING::1 f �i
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 AN„D_jB;LE OF CONTENTS
No Change
Replace paragraph in Call for Bids with:
Bid Date: Sealed Bids will be received by the City of Port Townsend, at the City Clerk's
Office located at City of Port Townsend, 250 Madison St., Suite 2, Port Townsend, WA
98368 until 3:00pm on Thursday April 23, 2020.
PART li _. CONTRA(,T SPECIFICATIONS
No Change
Addendum No. 6 Page 2 of 3 Rainier St. Regional Stormwater
MINEME1011101M
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F92TIVITAIlIM"AM10
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Bidders shall furnish the City of Poirt Townsend with evidence of receipt of the
Addendum. This Addendum will be incorporated in the contract when awarded a
when formally executed. I
MINVIOT M-THOTTIM" 0
David Peterson, P.E.
City Engineer
Attachments:
Exhibit B - Bid Tabulation Form
Addendum No.6 Page 3 of 3 Rainier St. Regional Stormwater
Exhibit B
Bid Tabulation Form
Bid ItOl WS00T
# STD SPEC. Item Description QuantltV Unit
Base Bid
1
1-09.7
MOBILIZATION
1
L.S.
2
2-01
CLEARING AND GRUBBING
3
ACRE
3
No Bid Item
0
4
2 (XI'll,
C011\01ACY'll
825
C",
5
2 4),3
I10ADWAY EXCAVAr I 0�114
1500
(."y
6
2,09
Sl M',Xl Jf�',�E E)((/,kVA7K)l')4 CLASS fl
3200
('y
-7
2 0'13
E 10,MNKM E \,P(XNAPACI *4
'3890
�'y
8
8-15
QUARRY 'SPALLS
235
TON
9
4-04
PERMEABLE BALLAST
905
TON
10
7-05
CATCH BASIN TYPE 1L
16
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
7-05
54 IN, CONTROL STRUCTURE
1
EACH
14
7-05
DEBRIS BARRIER
1
EACH
15
7-04
TESTING STORM SEWER PIPE
1975
L.F.
16
7-01
DRAIN PIPE 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
7-04
SEWER PIPE 12 IN, DIAM.
81
L.F.
CORRUGATED POLYETHYLENE STORM
19
7-04
SEWER PIPE 18 IN, DIIAM.
1858
L.F.
20
7-02
TRASH RACK
3
EACH
21
4-04
CRUSHED SURFACING TOP COURSE
700
TON
22
8-01
HIGH VISIBILITY SILT FENCE
1980
L.F.
23
8-01
STABILIZED CONSTRUCTION ENTRANCE
250
S'Y'
24
8-01
ESC LEAD
75
DAY
25
8-01
STREET CLEANING
40
HR
Unit Price
Total
Addendum No. 6 Page 1 of 2 Rainier St. Regionall Stormwater
Exhibit B
I'M Tabulation Form
26
8 01
SEEDING, FERTILIZING, AND MULCHIING
3
ACRE
27
8-21
PERMANENT SIGNING
1
L.S.
SHORING OR EXTRA EXCAVATION CLASS
28
7-08
IB
16,000
S.F.
GRAVEL BACKFILL FOR PIPE ZONE
29
7-08
BEDDING
780
C.Y.
30
B-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
1
EACH
34
SP-1-05.18
RECORD DRAWINGS
1
L.S.
35
1-04.4
MINOR CHANGE
EST
EST $ 35,000
Base Bid Total
F
Bid Alternative
36
2-og
s"1 RI.JC1 U FIJI" IEM.WVA i 10 N CLAS!,� 8
3200
C"Y
37
4-04
PERMEABLE BALLAST
1250
TON
CONSTRUCTION GEOTEXTILE FOR
38
2-12
UNDERGROUND DRAINAGE
735
S.Y.
39
8-12
CHAIN LINK FENCE TYPE 3
90
L.F.
2-Q&
41
2 03
EMBANIKME1141 (:01Vi'1AC'f'10N
3200
Cy'
E7Bid
Alternative�B rota
Addendum No.6
Page 2 of 2 Rainier St. Regional Stormwater