722413_ADD3.pdf
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- Solicitation number
- S-KS0043-00013831
- Issued by
- Marion County, Oregon
About this file
This document is Addendum No. 3 for the City of Salem, Oregon's Contracts and Procurement Division Public Works Department, relating to the Geer Park Sports Field Improvements and Dog Park project (Contract Number 245127, Project Number 722413). The addendum, dated June 10, 2025, modifies the original bid documents by removing specific pages (ADD2 00410-3 through ADD2 00410-7) and replacing them with updated Bid Form ADD3 00410-3 through ADD3 00410-7. The closing date for the bid is set for June 17, 2025, at 2:30 p.m., and bidders are required to provide evidence of receipt and acceptance of this addendum with their proposal.
The addendum includes changes to the bid form and drawings, specifically noting revisions to Sheet C3.4 with "Delta 3 clouded revisions". The document provides a detailed breakdown of bid items across nine divisions, including park improvements, general technical requirements, streets, sanitary sewer and storm drains, water, structures, right-of-way development, traffic safety, and electrical work. The bid includes a base bid and three additive alternates: Chain Link Fencing, Concrete Mow Band, and Irrigation at Dog Park. While specific pricing details are left blank for bidders to fill in, the comprehensive bid schedule covers a wide range of construction and landscaping elements, from mobilization and earthwork to specific installations like bike racks, benches, picnic shelters, and drainage systems.
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Text version
No.
Spec.
No. Item Quantity Unit of Measure
Unit Price or
Lump Sum Price
Figures
Total Amount
Quantity x Unit Price
PARK IMPROVEMENTS AND SIDEWALK
EXTENSION
Division 2 - General Technical Requirements $ $
1 201 Mobilization All Req'd Lump Sum $ $
2 203 Clearing and Grubbing All Req'd Lump Sum $ $
3 204 Earthwork All Req'd Lump Sum $ $
4 204 Rip Rap 5 Cu. Yd. $ $
5 207 Erosion Control All Req'd Lump Sum $ $
6 207 Construction Entrance 1 Each $ $
7 210 Temporary Tree and Plant Protection All Req'd Lump Sum $ $
8 207 Concrete Wash 2 Each $ $
Division 3 - Streets $ $
9 321 Subgrade Geotextile 15 Sq. Yd. $ $
ARTICLE 5 - BASIS OF BID
5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s):
Unit Prices have been computed in accordance with Paragraph 11.03.B of the General Conditions.
Bidder Acknowledges that estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all
Unit Price Bid Items will be based on actual quantities, determined as provided in the Contract Documents.
Geer Park Field Improvements and Dog Park
Bid No. 245127 / Project No. 722413 ADD3 00410-3 Bid Form and Bid Supplements
No. Item Quantity Unit of Measure
Unit Price or
Lump Sum Price
Figures
Total Amount
Quantity x Unit Price
10 325 3/4"-0 Aggregate Base 3 Cu. Yd. $ $
11 325 Crushed Gravel Surfacing 25 Cu. Yd. $ $
12 360 Level 2, Dense HMAC 5 Ton(s) $ $
13 385 Concrete Sidewalk, 4-inch PCC over 2-inch Aggregate
Base 14,742 Sq. Ft. $ $
14 390 Detectable Warning Surface 20 Sq. Ft. $ $
Division 4 - Sanitary Sewer and Storm Drains $ $
15 402 6-inch Storm Pipe 370 Lin. Ft. $ $
16 402 10-inch Storm Pipe 192 Lin. Ft. $ $
17 402 3-inch Perforated Storm Pipe 8,750 Lin. Ft. $ $
18 402 6-inch Perforated Storm Pipe 665 Lin. Ft. $ $
19 403 Catch Basin, Type 3 2 Each $ $
20 403 Catch Basin, Type 4 2 Each $ $
21 403 Catch Basin, 12-inch Area Drain 6 Each $ $
22 403 Standard Storm Cleanout 5 Each $ $
23 404 Connect to Existing Pipe or Structure 3 Each $ $
Bid No. 245127 / Project No. 722413 ADD3 00410-4 Bid Form and Bid Supplements
No. Item Quantity Unit of Measure
Unit Price or
Lump Sum Price
Figures
Total Amount
Quantity x Unit Price
Division 5 - Water $ $
24 501 1-inch Water Pipe 520 Lin. Ft. $ $
Division 6 - Structures $ $
25 608 Wood Fence Post W/ Metal Mesh Infill (Includes gates) 1,352 Lin. Ft. $ $
26 608 Gravel Mow Band 1,214 Lin. Ft. $ $
27 611 Bike Rack Installation 4 Each $ $
28 611 Bench Installation 7 Each $ $
29 611 Picnic Table Installation 4 Each $ $
30 611 Dog Bowl Filler Installation 1 Each $ $
31 611 Drinking Fountain Installation 2 Each $ $
32 611 Waste Receptacle Installation 3 Each $ $
33 611 Pet Waste Bag Dispenser Installation 2 Each $ $
34 Large Picnic Shelter Installation 1 Each $ $
35 Small Picnic Shelter Installation 2 Each $ $
Division 7 - Right-of-Way Development $ $
Bid No. 245127 / Project No. 722413 ADD3 00410-5 Bid Form and Bid Supplements
No. Item Quantity Unit of Measure
Unit Price or
Lump Sum Price
Figures
Total Amount
Quantity x Unit Price
36 701 Trees/Shrubs/Groundcover All Req'd Lump Sum $ $
37 701 Wood Chips 182 Cu. Yd. $ $
38 702 Soil Preparation All Req'd Lump Sum $ $
39 703 Seeding All Req'd Lump Sum $ $
40 704 Irrigation All Req'd Lump Sum $ $
41 705 Stormwater Rain Garden Soil and Gravel 7,300 Sq. Ft. $ $
Division 8 - Traffic Safety and Guidance Devices $ $
42 867 Pavement Bar 150 Sq. Ft. $ $
43 868 Rectangular Rapid Flashing Beacon Installation 2 Each $ $
Division 9 - Traffic Control and Illumiation
Systems
44 970 Electrical All Req'd Lump Sum $ $
TOTAL BASE BID $ $
ADDITIVE ALTERNATE #1 $ $
1 608 Chain Link Fencing (Includes gates) 1,352 Lin. Ft. $ $
Bid No. 245127 / Project No. 722413 ADD3 00410-6 Bid Form and Bid Supplements
No. Item Quantity Unit of Measure
Unit Price or
Lump Sum Price
Figures
Total Amount
Quantity x Unit Price
ADDITIVE ALTERNATE #2 $ $
1 608 Concrete Mow Band 1,214 Lin. Ft. $ $
ADDITIVE ALTERNATE #3 $ $
1 704 Irrigation at Dog Park All Req'd Lump Sum $ $
TOTAL BID (Base Bid, Additive Alternate #1, Additive Alternate #2 and Additive Alternate #3)
Bid No. 245127 / Project No. 722413 ADD3 00410-7 Bid Form and Bid Supplements
W
W W
W
W
W
W
GEER D
R
PARK AVE NE
31.9 LF 6" STM S=0.0050
6" IE = 185.62
EXISTING ORDINARY
HIGH WATER
EXISTING VEGETATED
CORRIDOR
(2' PAST OUTLET)
SDCB-04
26" IE = 187.08
(2' PAST OUTLET)
SDAD-07
SDAD-08
SDAD-09
SDAD-10
SDAD-11
18 6" IE = 189.13
186" IE = 189.17
18 6" IE = 190.06
18 6" IE = 190.08
5.4 LF 6" STM
S=0.0050
11.8 LF 6" STM S=0.0050
11.8 LF 6" STM S=0.0050
.2
LF
" S
TM
S= 0.
40.7 LF
6" S
TM
S=0.0050
78.3 LF 6" STM S=0.0050
33.6 LF 6" STM
S=0.0050
449.6 LF 1" DOMESTIC WATER LINE
62.0 LF 1" DOMESTIC
WATER LINE
105.0 LF 6" PERF STM
S = 0.0050
187.50 FG 0.5%
187.39 FG
186.78 FG
187.11 FG
0.5%
0.5%
20.2 LF 6" STM
S=0.0050
19 SDAD-12
.5
LF
6"
ST
M
S= 0.0
37.9 LF 6" STM S=0.0050
STORM DRAINAGE DATA
NUMBER
SDAD-07
SDAD-08
SDAD-09
SDAD-10
SDAD-11
SDAD-12
SDCB-04
DESCRIPTION
AREA DRAIN
AREA DRAIN
AREA DRAIN
AREA DRAIN
AREA DRAIN
AREA DRAIN
TYPE 3 CATCH BASIN
RIM ELEV.
189.07
189.93
189.57
190.10
190.06
189.78
189.44
INVERT ELEV.
6 " IE OUT (NW) = 187.47
6 " IE IN (SE) = 187.47
6 " IE OUT (NW) = 187.66
6 " IE IN (SE) = 187.66
6 " IE OUT (SW) = 187.79
6 " IE OUT (NW) = 187.83
6 " IE OUT (SW) = 187.97
6 " IE IN (NE) = 187.97
6 " IE OUT (SW) = 188.26
6 " IE OUT (N) = 185.78
SCALE: 1" = '
10 20 40
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AS NOTED
03.31.2025
2414PROJECT NO.
DATE
DRAWN BY
SCALE
REVISIONS
BID SET
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C3.4
CONSTRUCTION NOTES:
186.78
M A
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- S
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3.
STORM & UTILITY PLAN
189.71
2 INSTALL 3' WIDE X 1' DEEP CLASS 50 RIP RAP PAD FROM 3'
UPHILL OF OUTFALL PIPE (SEE PLANS FOR DIMENSION PAST
OUTLET). SEE DETAIL ON SHEET C4.1.
3 INSTALL TYPE 3 CATCH BASIN PER COS STD. PLN. 202 ON SHEET
C4.1.
10 PROPOSED DRAINAGE DITCH PER DETAIL ON SHEET C4.1.
18 ROOF DRAIN CONNECTION.
19 CONSTRUCT 12" AREA DRAIN PER DETAIL ON SHEET C4.2.
21 PROPOSED DRINKING FOUNTAIN. REFER TO LANDSCAPE PLANS.
23 CONSTRUCT POST-MOUNTED SELF-CLOSING HOSE BIB PER
DETAIL ON SHEET C4.2.
3 ADDENDUM #3 6/09/25
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