HomeMy WebLinkAboutRainier Street Regional Stormwater Addendum No. 7Addendum N 7
for Construction of
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City of Port Townsend Work Order 8028
Prepared by:
City of Port Townsend
Department ofPublic Works
250Madison Street, Suite 2R
Port Townsend, VVA9836D
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 d by: Sarah .Tiffany
Addendum No.7 Page I of 3 Rainier St. Regional Stormwater
ADDENDUM NO. 7
TO THE CONTRACT PROVISIONS AND PLANS
FOR CONSTRUCTION OF
Rainier Street Regional Storm,water
City of Port Townsend Work Order No. 8028
ISSUED: April 22,2020
BID OPENING: 3:00 PM
April 23,2020
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 ]"ABLE OF CONTENTS
No Change
No Change
PART 11 — CONTRACT SPECIFICATIONS
Add Attachment to the Special Provisions
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No Change
Addendum No. 7 Page 2 of 3 Rainier St. Regional Stormwater
PARTIV— CONTRACT FORMS
No Change
PART V —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)eterson,,C�cl yofpt,us.
David Peterson, P.E.
City Engineer
City of Port Townsend
Attachments:
Special Provisions
Addendum No.7 Page 3 of 3 Rainier St. Regional Stormwater
1 1-09.9 Payments
2 Section 1-09.9 is supplemented with the following"
3
4 The quantity of the following items to be paid for on this project shall be the quantity
5 shown in the Proposal, unless changes are made in accordance with Section 1-04.4
6 which affect this quantity. The quantity shown in the Proposal will then be adjusted by the
7 amount of the change and will be paid for as specified in Section 1-04.4.
8
9 Common Borrow, Ind' Haul
10 Roadway Excavation
11 Structure Excavation, Class B
12 Embankment Compaction
13
14 The quantities in the Proposal are listed only for the convenience of the Contractor in
15 determining the volume of work involved and are not guaranteed to be accurate. The
16 prospective bidders shall verify these quantities before submitting a bid. No adjustments
17 other than for approved changes will be made in the quantity even though the actual
18 quantities required may deviate from those listed.
19
20 The unit contract price for these items shall be full pay to construct and complete this
21 portion of the work.
22
23
24 2-03 Roadway Excavation and Embankment
25 2-03.1 Description
26 Section 2-03. 1, paragraph 1 is replaced with the following:
27
28 The Work described in thils section, regardless of the nature or type of the materials
29 encountered, includes excavating and grading the gravel maintenance road, Roadway,
30 excavating in borrow pits, excavating below grade, excavating channels and ditches,
31 removing slide material, and disposing of all excavated material. These activities may be
32 performed in making cuts, embankments, slopes, Roadway ditches, approaches, parking
33 areas, Highway -driveway intersections, and in completing related Work. The Work
34 includes the reirri of pavement, sidewalks, curbs and gutters as described in Section
35 2-02 when these items lie within an excavation area.
36
37 2-09 Structure Excavation
38 2-09.1 Description
39 Section 2-09. 1, paragraph 1 is replaced with the following:
40
41 Structure excavation consists of excavating and disposing of all natural material or
42 main -made objects that must be removed to make way for storm infiltration ponds,
43 trench overexcavation, bridge foundations, retaining walls, culverts, trenches for
44 pipelines, conduits, and other Structures as shown in the Plans.
1