Bid Tabulation - PN 687006.pdf
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- Solicitation number
- S-KS0043-00006851
- Issued by
- Marion County, Oregon
About this file
This document is a Bid Tabulation for Bid No. 223098 / PN 687006 related to the McGilchrist Street SE at 22nd Street SE project in Salem, Oregon. The project is being managed by Marion County and the City of Salem. The project includes temporary features and appurtenances, roadwork, drainage and sewers, bridges, bases, wearing surfaces, permanent traffic control and guidance devices, permanent traffic control and illumination systems, and right-of-way development and control. The bid closing date was June 6, 2023. The engineer's estimate for the project is between $7,000,000 and $8,000,000.
The bid tabulation shows the unit prices and total amounts for the three lowest bidders - Carter & Company, Inc., K & E Excavating, Inc., and North Santiam Paving. The lowest responsive bidder is Carter & Company, Inc. with a total bid of $7,615,870.40. The bid details pricing for over 180 individual items related to the project scope. No information is provided about set asides, incumbents, funding requirements or sources, or contract term and renewal options.
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Text version
TABULATION OF BIDS FOR:
Average of 3
(*) figures changed to reflect accurate extension or addition 2 nd
Low Bidder 3 rd
Low Bidder Lowest Bidders
NO. QUANTITY
UNIT OF
MEASURE UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE UNIT PRICE UNIT PRICE
Temporary Features and Appurtenances
(200)
1 Mobilization (210) All Req'd Lump Sum 450,000.00 450,000.00 704,800.00 704,800.00 820,000.00 793,000.00 772,600.00
Temporary Protection and Direction of
Traffic (221) All Req'd Lump Sum 250,000.00 250,000.00 77,777.77 77,777.77 22,000.00 40,000.00 46,592.59
3 Temporary Signs (222) 750 Sq. Ft. 33.00 24,750.00 23.00 17,250.00 32.00 35.00 30.00
Portable Changeable Message Signs, Roller Mounted (222) 3 Each 6,500.00 19,500.00 11,000.00 33,000.00 7,500.00 11,500.00 10,000.00
5 Flaggers (223) 750 Hour(s) 70.00 52,500.00 61.00 45,750.00 60.50 70.00 63.83
6 Temporary Barricades, Type II (224) 2 Each 55.00 110.00 60.00 120.00 77.00 63.00 66.67
7 Temporary Barricades, Type III (224) 5 Each 165.00 825.00 150.00 750.00 225.00 245.00 206.67
8 Temporary Plastic Drums (224) 20 Each 45.00 900.00 40.00 800.00 100.00 67.00 69.00
Temporary Water Management Facility at Station 2 + 07 to 5 + 52 (245) All Req'd Lump Sum 60,000.00 60,000.00 100,000.00 100,000.00 208,000.00 120,000.00 142,666.67
Temporary Type CL Chain Link Fence
(270) 875 Lin. Ft. 18.00 15,750.00 65.00 56,875.00 14.50 5.00 28.17
11 Temporary Gates (270) 4 Each 1,000.00 4,000.00 1,500.00 6,000.00 2,500.00 1,800.00 1,933.33
North Santiam
Paving
K & E
Excavating, Inc.6/6/2023
Engineer's
Estimate
McGilchrist Street SE at 22nd Street SE (Salem)
Carter & Company, Inc.
4676 Commercial St. SE PMB#203
Low Bidder
Salem OR 97302
Project Number:
Bid/Contract Number:
Closing Date:
687006
223098 William Kuenzi, PE, PLS
Senior Project Manager
Bid Tabulation Page 1
(*) figures changed to reflect accurate extension or addition 2 nd
Low Bidder 3 rd
Low Bidder Lowest Bidders
NO. QUANTITY
UNIT OF
MEASURE UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE UNIT PRICE UNIT PRICE
North Santiam
Paving
K & E
Excavating, Inc.6/6/2023
Engineer's
Estimate
McGilchrist Street SE at 22nd Street SE (Salem)
Carter & Company, Inc.
4676 Commercial St. SE PMB#203
Low Bidder
Salem OR 97302
Project Number:
Bid/Contract Number:
Closing Date:
687006
223098 William Kuenzi, PE, PLS
Senior Project Manager
12 Erosion Control (280) All Req'd Lump Sum 50,000.00 50,000.00 15,000.00 15,000.00 8,300.00 40,000.00 21,100.00
13 Plastic Sheeting (280) 500 Sq. Yd. 4.00 2,000.00 6.00 3,000.00 1.75 1.20 2.98
14 Construction Entrance, Type I (280) 2 Each 3,000.00 6,000.00 2,500.00 5,000.00 1,850.00 2,000.00 2,116.67
15 Concrete Washout Facility (280) 1 Each 4,000.00 4,000.00 1,000.00 1,000.00 575.00 1,250.00 941.67
16 Sediment Fence (280) 1170 Lin. Ft. 5.00 5,850.00 2.75 3,217.50 3.00 3.00 2.92
17 Inlet Protection, Type Biofilter Bag (280) 71 Each 200.00 14,200.00 100.00 7,100.00 50.00 175.00 108.33
Matting, Type F (Woven Coir Filter
Fabric) (280) 327 Sq. Yd. 10.00 3,270.00 4.00 1,308.00 4.20 4.50 4.23
Matting, Type E (Nonwoven Coir Filter
Fabric) (280) 207 Sq. Yd. 10.00 2,070.00 5.00 1,035.00 5.15 5.75 5.30
20 Pollution Control Plan (290) All Req'd Lump Sum 7,500.00 7,500.00 1,600.00 1,600.00 850.00 1,000.00 1,150.00
21 Work Containment Plan (290) All Req'd Lump Sum 7,500.00 7,500.00 2,000.00 2,000.00 6,400.00 1,000.00 3,133.33
22 Turbidity Monitoring (290) All Req'd Lump Sum 10,000.00 10,000.00 10,000.00 10,000.00 11,100.00 15,000.00 12,033.33
23 Health and Safety Plan (294) All Req'd Lump Sum 5,000.00 5,000.00 2,000.00 2,000.00 8,120.00 3,000.00 4,373.33
Bid Tabulation Page 2
(*) figures changed to reflect accurate extension or addition 2 nd
Low Bidder 3 rd
Low Bidder Lowest Bidders
NO. QUANTITY
UNIT OF
MEASURE UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE UNIT PRICE UNIT PRICE
North Santiam
Paving
K & E
Excavating, Inc.6/6/2023
Engineer's
Estimate
McGilchrist Street SE at 22nd Street SE (Salem)
Carter & Company, Inc.
4676 Commercial St. SE PMB#203
Low Bidder
Salem OR 97302
Project Number:
Bid/Contract Number:
Closing Date:
687006
223098 William Kuenzi, PE, PLS
Senior Project Manager
24 Contaminated Soil Disposal (294) 2265 Ton(s) 85.00 192,525.00 93.00 210,645.00 70.50 67.00 76.83
Roadwork (300)
25 Construction Survey Work (305) All Req'd Lump Sum 120,000.00 120,000.00 130,000.00 130,000.00 39,750.00 65,000.00 78,250.00
Removal of Structures and Obstructions
(310) All Req'd Lump Sum 55,000.00 55,000.00 70,000.00 70,000.00 88,000.00 100,000.00 86,000.00
27 Asphalt Pavement Saw Cutting (310) 1395 Lin. Ft. 5.00 6,975.00 2.50 3,487.50 3.00 3.00 2.83
28 Clearing and Grubbing (320) All Req'd Lump Sum 25,000.00 25,000.00 60,000.00 60,000.00 27,400.00 20,000.00 35,800.00
29 General Excavation (330) 12557 Cu. Yd. 45.00 565,065.00 36.00 452,052.00 22.25 28.00 28.75
Embankment in Place, Landscape Berms
(330) 360 Cu. Yd. 40.00 14,400.00 33.00 11,880.00 8.00 23.00 21.33
31 12-inch Subgrade Stabilization (331) 936 Sq. Yd. 35.00 32,760.00 37.00 34,632.00 26.00 23.00 28.67
32 Riprap Geotextile, Type I (350) 388 Sq. Yd. 20.00 7,760.00 3.00 1,164.00 3.00 2.50 2.83
33 Subgrade Geotextile (350) 9357 Sq. Yd. 2.25 21,053.25 1.50 14,035.50 1.75 1.25 1.50
34 Loose Riprap, Class 50 (390) 38 Cu. Yd. 200.00 7,600.00 200.00 7,600.00 210.00 185.00 198.33
35 Loose Riprap, Class 100 (390) 22 Cu. Yd. 200.00 4,400.00 200.00 4,400.00 210.00 188.00 199.33
Bid Tabulation Page 3
(*) figures changed to reflect accurate extension or addition 2 nd
Low Bidder 3 rd
Low Bidder Lowest Bidders
NO. QUANTITY
UNIT OF
MEASURE UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE UNIT PRICE UNIT PRICE
North Santiam
Paving
K & E
Excavating, Inc.6/6/2023
Engineer's
Estimate
McGilchrist Street SE at 22nd Street SE (Salem)
Carter & Company, Inc.
4676 Commercial St. SE PMB#203
Low Bidder
Salem OR 97302
Project Number:
Bid/Contract Number:
Closing Date:
687006
223098 William Kuenzi, PE, PLS
Senior Project Manager
36 Loose Riprap, Class 700 (390) 300 Cu. Yd. 150.00 45,000.00 300.00 90,000.00 210.00 150.00 220.00
Drainage and Sewers (400)
37 Mainline Video Inspection (415) 3146 Lin. Ft. 12.50 39,325.00 3.00 9,438.00 12.50 5.00 6.83
Service Line Lateral Video Inspection
(415) 4 Each 500.00 2,000.00 250.00 1,000.00 350.00 6.00 202.00
8-inch Sanitary Sewer Pipe, 10 Ft Depth
(445) 460 Lin. Ft. 125.00 57,500.00 115.00 52,900.00 129.00 135.00 126.33
6-inch Storm Sewer Pipe, 5 Ft Depth
(445) 36 Lin. Ft. 120.00 4,320.00 85.00 3,060.00 110.00 70.00 88.33
10-inch Storm Sewer Pipe, 5 Ft Depth
(445) 146 Lin. Ft. 125.00 18,250.00 100.00 14,600.00 133.00 85.00 106.00
10-inch Storm Sewer Pipe, 10 Ft Depth
(445) 136 Lin. Ft. 140.00 19,040.00 115.00 15,640.00 166.00 125.00 135.33
12-inch Storm Sewer Pipe, 5 Ft Depth
(445) 410 Lin. Ft. 145.00 59,450.00 100.00 41,000.00 134.00 100.00 111.33
12-inch Storm Sewer Pipe, 10 Ft Depth
(445) 496 Lin. Ft. 150.00 74,400.00 105.00 52,080.00 143.00 155.00 134.33
24-inch Storm Sewer Pipe, 10 Ft Depth
(445) 20 Lin. Ft. 200.00 4,000.00 400.00 8,000.00 375.00 315.00 363.33
30-inch Storm Sewer Pipe, 10 Ft Depth
(445) 1022 Lin. Ft. 225.00 229,950.00 320.00 327,040.00 337.00 340.00 332.33
Bid Tabulation Page 4
(*) figures changed to reflect accurate extension or addition 2 nd
Low Bidder 3 rd
Low Bidder Lowest Bidders
NO. QUANTITY
UNIT OF
MEASURE UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE UNIT PRICE UNIT PRICE
North Santiam
Paving
K & E
Excavating, Inc.6/6/2023
Engineer's
Estimate
McGilchrist Street SE at 22nd Street SE (Salem)
Carter & Company, Inc.
4676 Commercial St. SE PMB#203
Low Bidder
Salem OR 97302
Project Number:
Bid/Contract Number:
Closing Date:
687006
223098 William Kuenzi, PE, PLS
Senior Project Manager
10-inch Ductile Iron Pipe, 5 Ft Depth
(445) 126 Lin. Ft. 140.00 17,640.00 280.00 35,280.00 142.00 110.00 177.33
12-inch Ductile Iron Pipe, 5 Ft Depth
(445) 294 Lin. Ft. 145.00 42,630.00 150.00 44,100.00 163.00 115.00 142.67
49 Pipe Tees, 12-inch (445) 1 Each 2,000.00 2,000.00 8,000.00 8,000.00 7,700.00 8,900.00 8,200.00
50 6-inch Sanitary Sewer Service (445) 160 Lin. Ft. 140.00 22,400.00 125.00 20,000.00 118.00 130.00 124.33
51 8-inch Sanitary Sewer Service (445) 35 Lin. Ft. 180.00 6,300.00 120.00 4,200.00 83.00 140.00 114.33
52 Concrete Sanitary Sewer Manholes (470) 4 Each 8,500.00 34,000.00 7,000.00 28,000.00 8,750.00 6,800.00 7,516.67
53 Concrete Storm Sewer Manholes (470) 8 Each 7,000.00 56,000.00 5,500.00 44,000.00 6,900.00 6,500.00 6,300.00
54 Concrete Manholes, with Inlet (470) 2 Each 6,250.00 12,500.00 7,000.00 14,000.00 7,240.00 9,850.00 8,030.00
55 Concrete Manholes, Shallow (470) 2 Each 5,000.00 10,000.00 6,000.00 12,000.00 6,500.00 6,275.00 6,258.33
56 Concrete Manholes, Large Precast (470) 10 Each 10,000.00 100,000.00 10,000.00 100,000.00 13,000.00 11,500.00 11,500.00
57 Concrete Inlets, Type Field Inlet (470) 2 Each 3,000.00 6,000.00 2,500.00 5,000.00 4,875.00 2,500.00 3,291.67
58 Concrete Inlets, Salem Type 4 (470) 4 Each 3,600.00 14,400.00 2,500.00 10,000.00 5,700.00 2,425.00 3,541.67
Concrete Inlets, Type D (Salem Type 3)
(470) 3 Each 3,000.00 9,000.00 4,000.00 12,000.00 4,700.00 2,960.00 3,886.67
Bid Tabulation Page 5
(*) figures changed to reflect accurate extension or addition 2 nd
Low Bidder 3 rd
Low Bidder Lowest Bidders
NO. QUANTITY
UNIT OF
MEASURE UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE UNIT PRICE UNIT PRICE
North Santiam
Paving
K & E
Excavating, Inc.6/6/2023
Engineer's
Estimate
McGilchrist Street SE at 22nd Street SE (Salem)
Carter & Company, Inc.
4676 Commercial St. SE PMB#203
Low Bidder
Salem OR 97302
Project Number:
Bid/Contract Number:
Closing Date:
687006
223098 William Kuenzi, PE, PLS
Senior Project Manager
Concrete Inlets, Type CG-I (Salem Type 2 with Type A Grate) 2 Each 3,000.00 6,000.00 3,500.00 7,000.00 5,600.00 2,465.00 3,855.00
61 Concrete Inlets, Type Beehive (470) 13 Each 2,000.00 26,000.00 2,100.00 27,300.00 3,180.00 2,500.00 2,593.33
62 Round Cleanout (470) 1 Each 2,500.00 2,500.00 6,000.00 6,000.00 3,180.00 2,650.00 3,943.33
63 Final Manhole Adjustment (470) 24 Each 2,000.00 48,000.00 1,000.00 24,000.00 1,450.00 2,550.00 1,666.67
64 Connection to Existing Structures (490) 1 Each 2,000.00 2,000.00 2,500.00 2,500.00 1,300.00 2,200.00 2,000.00
65 Minor Adjustment of Manholes (490) 2 Each 1,500.00 3,000.00 1,000.00 2,000.00 1,025.00 1,400.00 1,141.67
66 Major Adjustment of Manholes (490) 1 Each 3,000.00 3,000.00 3,000.00 3,000.00 1,600.00 2,600.00 2,400.00
Extra for Manholes Over Existing Sewers
(490) 8 Each 3,000.00 24,000.00 3,000.00 24,000.00 2,170.00 2,600.00 2,590.00
68 Trench Resurfacing (495) 40 Sq. Yd. 150.00 6,000.00 100.00 4,000.00 229.00 110.00 146.33
Bridges East Pringle Creek, McGilchrist
Street Culvert (500)
69 Bridge Removal Work (501) All Req'd Lump Sum 5,000.00 5,000.00 50,000.00 50,000.00 25,000.00 15,000.00 30,000.00
70 Shoring, Cribbing, and Cofferdams (510) All Req'd Lump Sum 52,500.00 52,500.00 60,000.00 60,000.00 85,200.00 100,000.00 81,733.33
71 Structure Excavation (510) All Req'd Lump Sum 43,650.00 43,650.00 90,000.00 90,000.00 34,500.00 44,000.00 56,166.67
Bid Tabulation Page 6
(*) figures changed to reflect accurate extension or addition 2 nd
Low Bidder 3 rd
Low Bidder Lowest Bidders
NO. QUANTITY
UNIT OF
MEASURE UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE UNIT PRICE UNIT PRICE
North Santiam
Paving
K & E
Excavating, Inc.6/6/2023
Engineer's
Estimate
McGilchrist Street SE at 22nd Street SE (Salem)
Carter & Company, Inc.
4676 Commercial St. SE PMB#203
Low Bidder
Salem OR 97302
Project Number:
Bid/Contract Number:
Closing Date:
687006
223098 William Kuenzi, PE, PLS
Senior Project Manager
72 Granular Wall Backfill (510) All Req'd Lump Sum 14,100.00 14,100.00 10,000.00 10,000.00 17,500.00 10,000.00 12,500.00
73 Granular Structure Backfill (510) All Req'd Lump Sum 25,200.00 25,200.00 30,000.00 30,000.00 29,000.00 20,000.00 26,333.33
Reinforced Concrete Bridge End Panels
(545) 163 Sq. Yd. 370.00 60,310.00 346.00 56,398.00 420.00 670.00 478.67
75 Control Joint (585) All Req'd Lump Sum 11,760.00 11,760.00 3,000.00 3,000.00 17,500.00 4,650.00 8,383.33
76 Pedestrian Rail (587) All Req'd Lump Sum 75,000.00 75,000.00 100,000.00 100,000.00 91,400.00 95,000.00 95,466.67
77 Rolled Waterproof Membrane (592) 1786 Sq. Ft. 4.00 7,144.00 4.00 7,144.00 4.17 4.00 4.06
Precast Reinforced Concrete Box
Culverts (595) 85 Lin. Ft. 3,970.59 337,500.15 5,090.00 432,650.00 5,475.00 6,850.00 5,805.00
79 Wing Walls (595) All Req'd Lump Sum 40,000.00 40,000.00 100,000.00 100,000.00 93,900.00 185,000.00 126,300.00
80 Transition Slab Corbels (595) All Req'd Lump Sum 9,525.00 9,525.00 14,000.00 14,000.00 50,000.00 36,000.00 33,333.33
81 Culvert Curbs (595) All Req'd Lump Sum 8,475.00 8,475.00 15,000.00 15,000.00 50,000.00 18,000.00 27,666.67
Retaining Wall, Cast-in-Place Concrete
Rigid Gravity (596C) All Req'd Lump Sum 160,000.00 160,000.00 200,000.00 200,000.00 390,000.00 367,000.00 319,000.00
Bases (600)
Cold Plane Pavement Removal, 0-2 1/2 inches Deep (620) 250 Sq. Yd. 35.00 8,750.00 16.00 4,000.00 36.26 22.00 24.75
Bid Tabulation Page 7
(*) figures changed to reflect accurate extension or addition 2 nd
Low Bidder 3 rd
Low Bidder Lowest Bidders
NO. QUANTITY
UNIT OF
MEASURE UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE UNIT PRICE UNIT PRICE
North Santiam
Paving
K & E
Excavating, Inc.6/6/2023
Engineer's
Estimate
McGilchrist Street SE at 22nd Street SE (Salem)
Carter & Company, Inc.
4676 Commercial St. SE PMB#203
Low Bidder
Salem OR 97302
Project Number:
Bid/Contract Number:
Closing Date:
687006
223098 William Kuenzi, PE, PLS
Senior Project Manager
84 Aggregate Base (641) 4140 Cu. Yd. 60.00 248,400.00 66.00 273,240.00 56.00 48.00 56.67
85 Aggregate Shoulders (641) 7 Cu. Yd. 285.00 1,995.00 243.00 1,701.00 250.00 135.00 209.33
Wearing Surfaces (700)
86 Level III, 1/2-inch ACP Mixture (744) 3570 Ton(s) 110.00 392,700.00 110.00 392,700.00 110.00 110.00 110.00
Level III, 1/2-inch ACP Mixture in
Leveling (744) 10 Ton(s) 250.00 2,500.00 300.00 3,000.00 300.00 300.00 300.00
88 Asphalt Driveways (749) 3840 Sq. Ft. 10.00 38,400.00 6.00 23,040.00 11.00 7.00 8.00
89 Temporary Asphalt Ramp (749) 220 Sq. Ft. 25.00 5,500.00 24.00 5,280.00 26.00 15.00 21.67
90 Concrete Curbs, Type A Curb (759) 2545 Lin. Ft. 70.00 178,150.00 34.00 86,530.00 90.00 67.00 63.67
91 Concrete Curbs, Type B Curbs (759) 875 Lin. Ft. 80.00 70,000.00 42.00 36,750.00 80.00 91.00 71.00
92 Concrete Curbs, Type C Curbs (759) 260 Lin. Ft. 50.00 13,000.00 42.00 10,920.00 68.00 48.00 52.67
93 Concrete Driveways (759) 4515 Sq. Ft. 18.00 81,270.00 9.00 40,635.00 20.00 25.00 18.00
94 Concrete Walks (759) 22750 Sq. Ft. 12.00 273,000.00 7.00 159,250.00 9.20 13.00 9.73
95 Extra for New Curb Ramps (759) 12 Each 3,000.00 36,000.00 750.00 9,000.00 3,800.00 2,720.00 2,423.33
Bid Tabulation Page 8
(*) figures changed to reflect accurate extension or addition 2 nd
Low Bidder 3 rd
Low Bidder Lowest Bidders
NO. QUANTITY
UNIT OF
MEASURE UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE UNIT PRICE UNIT PRICE
North Santiam
Paving
K & E
Excavating, Inc.6/6/2023
Engineer's
Estimate
McGilchrist Street SE at 22nd Street SE (Salem)
Carter & Company, Inc.
4676 Commercial St. SE PMB#203
Low Bidder
Salem OR 97302
Project Number:
Bid/Contract Number:
Closing Date:
687006
223098 William Kuenzi, PE, PLS
Senior Project Manager
96 Extra for New Cycle Track Ramps (759) 5 Each 1,500.00 7,500.00 1,000.00 5,000.00 3,800.00 3,000.00 2,600.00
97 Truncated Domes on New Surfaces (759) 150 Sq. Ft. 45.00 6,750.00 30.00 4,500.00 72.00 55.00 52.33
Permanent Traffic Control and Guidance
Devices (800)
Mono-Directional White Type I Markers
(855) 50 Each 5.50 275.00 10.00 500.00 10.00 11.00 10.33
Bi-Directional Yellow Type I Markers
(855) 70 Each 6.00 420.00 10.00 700.00 10.00 11.00 10.33
Longitudinal Pavement Markings, Methyl
Methacrylate, Profile, 90 Mils, Extruded
(865) 6200 Lin. Ft. 2.50 15,500.00 2.50 15,500.00 2.50 3.00 2.67
Longitudinal Pavement Markings, Methyl
Methacrylate, Non-Profile, 90 Mils, Extruded (865) 4000 Lin. Ft. 2.00 8,000.00 2.00 8,000.00 2.00 2.25 2.08
Pavement Legend, Type B-HS: Arrows
(867) 10 Each 250.00 2,500.00 340.00 3,400.00 340.00 400.00 360.00
Pavement Legend, Type B-HS: Bicycle
Lane Stencil (867) 9 Each 250.00 2,250.00 400.00 3,600.00 400.00 450.00 416.67
Pavement Legend, Type B-HS: Shared
Use Path Stencil (867) 6 Each 250.00 1,500.00 750.00 4,500.00 750.00 850.00 783.33
105 Pavement Bar, Type B-HS (867) 450 Sq. Ft. 10.00 4,500.00 12.00 5,400.00 12.00 13.00 12.33
Permanent Traffic Control and
Illumination Systems (900)
Bid Tabulation Page 9
(*) figures changed to reflect accurate extension or addition 2 nd
Low Bidder 3 rd
Low Bidder Lowest Bidders
NO. QUANTITY
UNIT OF
MEASURE UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE UNIT PRICE UNIT PRICE
North Santiam
Paving
K & E
Excavating, Inc.6/6/2023
Engineer's
Estimate
McGilchrist Street SE at 22nd Street SE (Salem)
Carter & Company, Inc.
4676 Commercial St. SE PMB#203
Low Bidder
Salem OR 97302
Project Number:
Bid/Contract Number:
Closing Date:
687006
223098 William Kuenzi, PE, PLS
Senior Project Manager
106 Remove Existing Signs (905) All Req'd Lump Sum 1,900.00 1,900.00 650.00 650.00 1,927.00 450.00 1,009.00
Remove and Reinstall Existing Signs
(905) All Req'd Lump Sum 300.00 300.00 2,500.00 2,500.00 1,041.00 1,300.00 1,613.67
108 Pipe Sign Supports (930) All Req'd Lump Sum 11,625.00 11,625.00 12,000.00 12,000.00 13,486.00 18,500.00 14,662.00
New Permanent Signs In-Place (All
Types) (940) 79 Sq. Ft. 30.00 2,370.00 25.00 1,975.00 53.00 37.00 38.33
110 Lighting Poles and Arms (970) All Req'd Lump Sum 30,000.00 30,000.00 30,000.00 30,000.00 21,895.00 25,000.00 25,631.67
111 Luminaires, Lamps, and Ballasts (970) All Req'd Lump Sum 13,250.00 13,250.00 5,000.00 5,000.00 4,700.00 5,400.00 5,033.33
112 Switching, Conduit, and Wiring (970) All Req'd Lump Sum 90,000.00 90,000.00 100,000.00 100,000.00 76,785.00 89,000.00 88,595.00
42-inch Diameter Signal Support Drilled
Shaft (963) 39 Lin. Ft. 850.00 33,150.00 900.00 35,100.00 850.00 980.00 910.00
Traffic Signal Installation, McGilchrist St
SE at 22nd St SE (990) All Req'd Lump Sum 360,000.00 360,000.00 350,000.00 350,000.00 350,000.00 405,000.00 368,333.33
115 Interconnect System (995) All Req'd Lump Sum 70,000.00 70,000.00 80,000.00 80,000.00 67,500.00 78,000.00 75,166.67
Right-of-Way Development and Control
(1000)
116 Water Quality Structure, T1 (1010) All Req'd Lump Sum 90,000.00 90,000.00 50,000.00 50,000.00 50,000.00 57,100.00 52,366.67
117 Water Quality Structure, T2 (1010) All Req'd Lump Sum 90,000.00 90,000.00 50,000.00 50,000.00 50,000.00 57,100.00 52,366.67
Bid Tabulation Page 10
(*) figures changed to reflect accurate extension or addition 2 nd
Low Bidder 3 rd
Low Bidder Lowest Bidders
NO. QUANTITY
UNIT OF
MEASURE UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE UNIT PRICE UNIT PRICE
North Santiam
Paving
K & E
Excavating, Inc.6/6/2023
Engineer's
Estimate
McGilchrist Street SE at 22nd Street SE (Salem)
Carter & Company, Inc.
4676 Commercial St. SE PMB#203
Low Bidder
Salem OR 97302
Project Number:
Bid/Contract Number:
Closing Date:
687006
223098 William Kuenzi, PE, PLS
Senior Project Manager
118 Bioretention Pond, RG4 (1011) All Req'd Lump Sum 15,020.00 15,020.00 30,000.00 30,000.00 40,000.00 26,500.00 32,166.67
119 Water Quality Planter, RP1A (1015) All Req'd Lump Sum 28,240.00 28,240.00 30,000.00 30,000.00 42,000.00 45,500.00 39,166.67
120 Water Quality Planter, RP1B (1015) All Req'd Lump Sum 12,790.00 12,790.00 20,000.00 20,000.00 18,000.00 17,800.00 18,600.00
121 Water Quality Planter, RP2A (1015) All Req'd Lump Sum 10,400.00 10,400.00 15,000.00 15,000.00 17,000.00 15,700.00 15,900.00
122 Water Quality Planter, RP2B (1015) All Req'd Lump Sum 14,790.00 14,790.00 20,000.00 20,000.00 25,500.00 24,000.00 23,166.67
123 Water Quality Planter, RP3A (1015) All Req'd Lump Sum 32,870.00 32,870.00 40,000.00 40,000.00 50,000.00 54,000.00 48,000.00
124 Water Quality Planter, RP3B (1015) All Req'd Lump Sum 29,250.00 29,250.00 30,000.00 30,000.00 38,500.00 39,500.00 36,000.00
125 Water Quality Planter, RP3C (1015) All Req'd Lump Sum 25,030.00 25,030.00 10,000.00 10,000.00 7,500.00 7,000.00 8,166.67
126 Water Quality Planter, RP4A (1015) All Req'd Lump Sum 21,470.00 21,470.00 30,000.00 30,000.00 46,000.00 48,000.00 41,333.33
127 Water Quality Planter, RP4B (1015) All Req'd Lump Sum 4,750.00 4,750.00 30,000.00 30,000.00 31,000.00 31,000.00 30,666.67
128 Water Quality Planter, RP4C (1015) All Req'd Lump Sum 11,480.00 11,480.00 20,000.00 20,000.00 18,000.00 17,500.00 18,500.00
129 Water Quality Planter, RP5A (1015) All Req'd Lump Sum 45,000.00 45,000.00 60,000.00 60,000.00 70,000.00 85,000.00 71,666.67
130 Water Quality Planter, RP5B (1015) All Req'd Lump Sum 17,220.00 17,220.00 30,000.00 30,000.00 20,000.00 29,000.00 26,333.33
Bid Tabulation Page 11
(*) figures changed to reflect accurate extension or addition 2 nd
Low Bidder 3 rd
Low Bidder Lowest Bidders
NO. QUANTITY
UNIT OF
MEASURE UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE UNIT PRICE UNIT PRICE
North Santiam
Paving
K & E
Excavating, Inc.6/6/2023
Engineer's
Estimate
McGilchrist Street SE at 22nd Street SE (Salem)
Carter & Company, Inc.
4676 Commercial St. SE PMB#203
Low Bidder
Salem OR 97302
Project Number:
Bid/Contract Number:
Closing Date:
687006
223098 William Kuenzi, PE, PLS
Senior Project Manager
131 Seeding Mobilization (1030) 1 Each 500.00 500.00 800.00 800.00 850.00 925.00 858.33
132 Permanent Seeding, Mix No. 1 (1030) 0.2 Acre 15,000.00 3,000.00 10,500.00 2,100.00 11,000.00 12,000.00 11,166.67
133 Permanent Seeding, Mix No. 2 (1030) 0.02 Acre 16,000.00 320.00 14,000.00 280.00 15,000.00 15,000.00 14,666.67
134 Soil Testing (1040) 2 Each 500.00 1,000.00 150.00 300.00 155.00 175.00 160.00
135 Topsoil (1040) 591 Cu. Yd. 65.00 38,415.00 39.00 23,049.00 41.00 45.00 41.67
136 Soil Conditioner (1040) 197 Cu. Yd. 60.00 11,820.00 43.00 8,471.00 45.00 47.00 45.00
137 Conifer trees, 6 Ft Height (1040) 11 Each 400.00 4,400.00 250.00 2,750.00 260.00 275.00 261.67
138 Deciduous Trees, 2-inch Caliper (1040) 49 Each 450.00 22,050.00 315.00 15,435.00 325.00 350.00 330.00
139 Deciduous Trees, No. 3 Container (1040) 25 Each 50.00 1,250.00 60.00 1,500.00 62.00 66.00 62.67
140 Shrubs, No. 5 Container (1040) 45 Each 100.00 4,500.00 35.00 1,575.00 36.50 40.00 37.17
141 Shrubs, No. 3 Container (1040) 85 Each 70.00 5,950.00 22.00 1,870.00 23.00 25.00 23.33
142 Shrubs, No. 1 Container (1040) 505 Each 12.00 6,060.00 12.00 6,060.00 12.50 13.00 12.50
143 Groundcovers, No. 1 Container (1040) 8476 Each 12.00 101,712.00 8.50 72,046.00 9.00 9.00 8.83
Bid Tabulation Page 12
(*) figures changed to reflect accurate extension or addition 2 nd
Low Bidder 3 rd
Low Bidder Lowest Bidders
NO. QUANTITY
UNIT OF
MEASURE UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE UNIT PRICE UNIT PRICE
North Santiam
Paving
K & E
Excavating, Inc.6/6/2023
Engineer's
Estimate
McGilchrist Street SE at 22nd Street SE (Salem)
Carter & Company, Inc.
4676 Commercial St. SE PMB#203
Low Bidder
Salem OR 97302
Project Number:
Bid/Contract Number:
Closing Date:
687006
223098 William Kuenzi, PE, PLS
Senior Project Manager
144 Bulbs (1040) 880 Each 4.00 3,520.00 5.25 4,620.00 5.50 6.00 5.58
Plant Cuttings, Greater than 1-inch
(1040) 233 Each 10.00 2,330.00 8.00 1,864.00 8.50 9.00 8.50
Wetland Plants, No. SP4 Container
(1040) 15920 Each 4.00 63,680.00 5.00 79,600.00 5.50 5.50 5.33
147 Bark Mulch (1040) 262 Cu. Yd. 100.00 26,200.00 50.00 13,100.00 52.00 55.00 52.33
148 Rock Mulch, Round 2" - 3/8" (1040) 107 Ton(s) 80.00 8,560.00 70.00 7,490.00 73.00 80.00 74.33
Restoration of Areas Disturbed by
Construction (1040) 22905 Sq. Ft. 5.00 114,525.00 0.32 7,329.60 0.22 0.22 0.25
150 Boulders (1040) 114 Each 200.00 22,800.00 200.00 22,800.00 210.00 230.00 213.33
151 Root Barrier (1040) 780 Lin. Ft. 20.00 15,600.00 9.00 7,020.00 10.00 11.00 10.00
152 Weed Control Geotextile (1040) 6107 Sq. Ft. 3.00 18,321.00 0.50 3,053.50 0.55 1.10 0.72
Type CL-4 Chain Link Fence with Black
Vinyl Coating (1050) 183 Lin. Ft. 70.00 12,810.00 54.00 9,882.00 85.00 51.00 63.33
Type CL-6 Chain Link Fence with Black
Plastic Pickets (1050) 455 Lin. Ft. 90.00 40,950.00 83.00 37,765.00 75.00 70.00 76.00
Type CL-6 Chain Link Fence with Barb
Wire Top (1050) 250 Lin. Ft. 100.00 25,000.00 72.00 18,000.00 75.00 62.00 69.67
10 Foot x 48-inch Chain Link Double
Gates with Black Vinyl Coating (1050) 1 Each 800.00 800.00 4,000.00 4,000.00 2,020.00 2,000.00 2,673.33
Bid Tabulation Page 13
(*) figures changed to reflect accurate extension or addition 2 nd
Low Bidder 3 rd
Low Bidder Lowest Bidders
NO. QUANTITY
UNIT OF
MEASURE UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE UNIT PRICE UNIT PRICE
North Santiam
Paving
K & E
Excavating, Inc.6/6/2023
Engineer's
Estimate
McGilchrist Street SE at 22nd Street SE (Salem)
Carter & Company, Inc.
4676 Commercial St. SE PMB#203
Low Bidder
Salem OR 97302
Project Number:
Bid/Contract Number:
Closing Date:
687006
223098 William Kuenzi, PE, PLS
Senior Project Manager
30 Foot x 72-inch Chain Link Double
Gates (1050) 1 Each 5,000.00 5,000.00 6,000.00 6,000.00 4,500.00 5,400.00 5,300.00
32 Foot x 72-inch Chain Link Double
Gates (1050) 1 Each 5,500.00 5,500.00 6,000.00 6,000.00 4,800.00 5,500.00 5,433.33
34 Foot x 72-inch Chain Link Double
Gates (1050) 1 Each 6,000.00 6,000.00 7,000.00 7,000.00 5,100.00 5,500.00 5,866.67
30 Foot x 72-inch Chain Link Roller Gates
(1050) 1 Each 8,500.00 8,500.00 5,000.00 5,000.00 5,250.00 6,100.00 5,450.00
34 Foot x 72-inch Chain Link Roller Gates
(1050) 1 Each 10,000.00 10,000.00 6,000.00 6,000.00 5,950.00 6,300.00 6,083.33
162 Single Mailbox Supports (1070) 4 Each 600.00 2,400.00 600.00 2,400.00 690.00 800.00 696.67
163 Large Woody Material (1091) 24 Each 1,500.00 36,000.00 2,800.00 67,200.00 2,000.00 2,100.00 2,300.00
164 Streambed Mix (1091) 520 Cu. Yd. 115.00 59,800.00 115.00 59,800.00 100.00 195.00 136.67
165 Riffle Mix (1091) 170 Cu. Yd. 120.00 20,400.00 80.00 13,600.00 136.50 230.00 148.83
166 Habitat Boulders (1091) 52 Ton(s) 250.00 13,000.00 110.00 5,720.00 235.00 190.00 178.33
167 Wrapped Soil Lifts (1091) 3645 Lin. Ft. 50.00 182,250.00 43.00 156,735.00 48.00 53.00 48.00
168 Site Furnishings, Bench (1095) 1 Each 2,500.00 2,500.00 1,000.00 1,000.00 4,000.00 2,900.00 2,633.33
Site Furnishings, Monument Sign Plaque
(1095) 1 Each 750.00 750.00 1,000.00 1,000.00 1,100.00 650.00 916.67
Bid Tabulation Page 14
(*) figures changed to reflect accurate extension or addition 2 nd
Low Bidder 3 rd
Low Bidder Lowest Bidders
NO. QUANTITY
UNIT OF
MEASURE UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE UNIT PRICE UNIT PRICE
North Santiam
Paving
K & E
Excavating, Inc.6/6/2023
Engineer's
Estimate
McGilchrist Street SE at 22nd Street SE (Salem)
Carter & Company, Inc.
4676 Commercial St. SE PMB#203
Low Bidder
Salem OR 97302
Project Number:
Bid/Contract Number:
Closing Date:
687006
223098 William Kuenzi, PE, PLS
Senior Project Manager
Water Supply Systems (1100)
170 Irrigation System (1120) All Req'd Lump Sum 90,000.00 90,000.00 85,000.00 85,000.00 105,000.00 120,000.00 103,333.33
12-inch Ductile Iron Pipe with Restrained
Joints and Class "B" Backfill (1140) 1155 Lin. Ft. 120.00 138,600.00 145.00 167,475.00 190.00 180.00 171.67
6-inch Ductile Iron Pipe with Restrained
Joints and Class "B" Backfill (1140) 20 Lin. Ft. 200.00 4,000.00 120.00 2,400.00 125.00 165.00 136.67
173 Ductile Iron Pipe Tees, 12x12-inch (1140) 2 Each 2,500.00 5,000.00 4,000.00 8,000.00 3,850.00 3,600.00 3,816.67
174 Ductile Iron Pipe Tees, 12x6-inch (1140) 2 Each 2,000.00 4,000.00 1,500.00 3,000.00 1,950.00 1,600.00 1,683.33
175 Ductile Iron Pipe Bend, 12-inch (1140) 6 Each 1,250.00 7,500.00 2,500.00 15,000.00 1,250.00 1,550.00 1,766.67
176 12-inch Plug (1140) 1 Each 300.00 300.00 700.00 700.00 500.00 750.00 650.00
177 Blowoff with In-Line Valve (1140) 2 Each 3,500.00 7,000.00 8,500.00 17,000.00 7,900.00 9,000.00 8,466.67
178 Main Line Chlorination Assembly (1140) 1 Each 3,000.00 3,000.00 2,500.00 2,500.00 2,400.00 1,550.00 2,150.00
179 6-inch Gate Valve (1150) 2 Each 1,500.00 3,000.00 2,000.00 4,000.00 1,700.00 1,800.00 1,833.33
180 12-inch Gate Valve (1150) 5 Each 2,600.00 13,000.00 4,200.00 21,000.00 4,650.00 4,500.00 4,450.00
Bid Tabulation Page 15
(*) figures changed to reflect accurate extension or addition 2 nd
Low Bidder 3 rd
Low Bidder Lowest Bidders
NO. QUANTITY
UNIT OF
MEASURE UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE UNIT PRICE UNIT PRICE
North Santiam
Paving
K & E
Excavating, Inc.6/6/2023
Engineer's
Estimate
McGilchrist Street SE at 22nd Street SE (Salem)
Carter & Company, Inc.
4676 Commercial St. SE PMB#203
Low Bidder
Salem OR 97302
Project Number:
Bid/Contract Number:
Closing Date:
687006
223098 William Kuenzi, PE, PLS
Senior Project Manager
2-inch Combination Air Release and
Valve Assembly (1150) 1 Each 5,000.00 5,000.00 7,000.00 7,000.00 7,400.00 8,000.00 7,466.67
182 Hydrant Assemblies (1160) 2 Each 6,500.00 13,000.00 6,000.00 12,000.00 5,400.00 5,000.00 5,466.67
183 2-inch Domestic Water Service (1170) 4 Each 4,500.00 18,000.00 5,000.00 20,000.00 7,000.00 6,000.00 6,000.00
1-inch Water Service Replacement Type
1 (1170) 1 Each 3,500.00 3,500.00 3,000.00 3,000.00 3,900.00 3,000.00 3,300.00
1-inch Water Service Replacement Type
2 (1170) 4 Each 4,000.00 16,000.00 2,000.00 8,000.00 4,900.00 3,700.00 3,533.33
Temporary Water Service Connection
(1170) 2 Each 6,000.00 12,000.00 3,000.00 6,000.00 10,700.00 3,500.00 5,733.33
7,615,870.40 7,566,270.37
Total 7,615,870.40 7,566,270.37
2nd Low Bidder 8,210,578.52
3rd Low Bidder 8,486,999.80
8,598,528.87
8,996,213.65 non-responsive
North Santiam Paving
K & E Excavating, Inc.
HP Civil
Emery & Sons
Kerr Contractors-NONRESPONSIVE
Remaining Bidders
Bid Tabulation Page 16
File details come from the government source that posted it. Updated .