720001 Bid Tab.pdf

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Attached to
720001 Crestview Waterline
Solicitation number
S-KS0043-00010270
Issued by
Marion County, Oregon

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This document is a Tabulation of Bids for the Crestview Waterline Project, Contract Number 234128, in Oregon. The project involves replacing approximately 2,320 linear feet of water main, sanitary sewer main, and services, as well as associated site work. The bid includes 36 line items with quantities ranging from 1 to 1,900 units. Bids were due on May 21, 2024. The project is estimated to cost between $1.5 million and $1.7 million. The lowest responsive bidder is Turney Excavating Inc. with a total bid of $1,234,298.

The bid tabulation includes unit prices and total costs for each line item. Pricing covers a range of work including mobilization, traffic control, erosion control, excavation, piping, fittings, valves, surface repair, and landscaping. The contract will be awarded to the lowest responsive bidder. No information is provided on set asides, incumbents, funding sources, or renewal options.

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Other files

File Type Posted
720001 Crestview Waterline Project Manual.pdf PDF
245034 Bid Manual.pdf PDF
720001 Crestview Waterline Project Manual-ADD1.pdf PDF
720001-Notice of Intent to Award_signed.pdf PDF
720001 Crestview Waterline- Final Plans.pdf PDF
720001 Crestview Waterline- Final Plans_REV 1.pdf PDF
720001_Supplemental_Letter-Signed.pdf PDF
72001 Bid results.pdf PDF
234128 Bid Opening Zoom Link.pdf PDF
Addendum1.pdf PDF

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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

1 210 Mobilization

All Req'd Lump Sum 161,300.00 161,300.00 65,100.00 65,100.00 113,600.00 103,653.33 94,117.78

2 225 Temporary Work Zone Traffic Control

(Complete) All Req'd Lump Sum 64,500.00 64,500.00 17,500.00 17,500.00 17,500.00 139,858.39 58,286.13

3 207 Erosion Control Measures a 207 Erosion Control and Sediment

Prevention All Req'd Lump Sum 5,000.00 5,000.00 1,650.00 1,650.00 2,875.00 5,787.79 3,437.60 b 207 Street Cleaning

All Req'd Lump Sum 5,000.00 5,000.00 3,000.00 3,000.00 5,520.00 16,211.91 8,243.97 c 207 Sediment Fence

135 Lin. Ft. 3.00 405.00 4.00 540.00 6.00 7.75 5.92 d 207 Biofilter Bag Inlet Protection

38 Each 32.00 1,216.00 62.00 2,356.00 45.00 14.41 40.47 e 207 Wattles Overland Flow Barrier (J-Hook

Configuration) 54 Lin. Ft. 4.00 216.00 15.00 810.00 12.00 23.04 16.68 f 207 Inlet Protection Silt Sack

20 Each 160.00 3,200.00 113.00 2,260.00 93.00 70.85 92.28

4 207 Tree Protection Fence

438 Lin. Ft. 3.00 1,314.00 11.00 4,818.00 5.00 4.63 6.88

5 311 Project Notification Signs

1 Each 500.00 500.00 1,160.00 1,160.00 915.00 1,768.65 1,281.22

6 235 Excavation of Existing Surfaces - Boice

Street Reconstruction 720 Cu. Yd. 75.00 54,000.00 49.50 35,640.00 89.00 44.41 60.97

M.L. Houck

Construction

Northcore USA-

LLC5/21/2024

Engineer's

Estimate

Crestview Waterline

Turney Excavating Inc

PO Box 21597

Low Bidder

Keizer, OR, 97307

Project Number:

Bid/Contract Number:

Closing Date:

720001

234128 Jason Rice, PE

Consultant Project Manager

G:\Group\Engineering\Projects\CIP\720001 Crestview Waterline\11 Ad Bid Award\Contract Book\aba-master.xlsm\Bid Tabulation Page 1 of 6 Tabulation of Bids jrice Pen m

(*) 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

M.L. Houck

Construction

Northcore USA-

LLC5/21/2024

Engineer's

Estimate

Crestview Waterline

Turney Excavating Inc

PO Box 21597

Low Bidder

Keizer, OR, 97307

Project Number:

Bid/Contract Number:

Closing Date:

720001

234128 Jason Rice, PE

Consultant Project Manager

7 241 Foundation Stabilization

100 Cu. Yd. 80.00 8,000.00 80.00 8,000.00 80.00 80.00 80.00

8 242 Rock Excavation

100 Cu. Yd. 180.00 18,000.00 180.00 18,000.00 180.00 180.00 180.00

9 402 Replace 20-foot Sanitary Sewer Main with PVC Pressure Pipe (ASTM D2241, SDR-32.5) 10 Each 4,000.00 40,000.00 5,000.00 50,000.00 1,000.00 5,804.24 3,934.75

10 402 Replace 20-foot Sanitary Sewer Service with PVC Pressure Pipe (ASTM D2241, SDR-32.5) 6 Each 3,000.00 18,000.00 4,330.00 25,980.00 800.00 10,034.59 5,054.86

11 510 8-inch Diameter Pipe, Class 52, Trench

Excavation, and Crushed Rock Backfill with Restrained Joints 420 Lin. Ft. 210.00 88,200.00 107.00 44,940.00 162.00 194.59 154.53

12 510 18-inch Diameter Pipe, Class 52, Trench

Excavation, and Crushed Rock Backfill with Restrained Joints 1900 Lin. Ft. 290.00 551,000.00 243.75 463,125.00 268.00 241.88 251.21

13 WATER SERVICE (MAIN TO METER)

a 540 1.5-inch Diameter Water Service, Short

(15 Lin. Ft. or Shorter) 1 Each 3,500.00 3,500.00 5,700.00 5,700.00 5,600.00 5,658.24 5,652.75 b 540 1.5-inch Diameter Water Service, Long

(Longer than 15 Lin. Ft.)

1 Each 4,000.00 4,000.00 6,500.00 6,500.00 8,200.00 6,113.58 6,937.86 c 540 1-inch Diameter Water Service, Short

(15 Lin. Ft. or Shorter) 1 Each 3,500.00 3,500.00 2,425.00 2,425.00 2,600.00 2,417.93 2,480.98 d 540 1-inch Diameter Water Service, Long

(Longer than 15 Lin. Ft.)

1 Each 4,000.00 4,000.00 3,150.00 3,150.00 5,100.00 2,873.25 3,707.75 e 541 Customer Service Reconnection

4 Each 2,500.00 10,000.00 760.00 3,040.00 1,010.00 1,705.29 1,158.43

G:\Group\Engineering\Projects\CIP\720001 Crestview Waterline\11 Ad Bid Award\Contract Book\aba-master.xlsm\Bid Tabulation Page 2 of 6 Tabulation of Bids

(*) 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

M.L. Houck

Construction

Northcore USA-

LLC5/21/2024

Engineer's

Estimate

Crestview Waterline

Turney Excavating Inc

PO Box 21597

Low Bidder

Keizer, OR, 97307

Project Number:

Bid/Contract Number:

Closing Date:

720001

234128 Jason Rice, PE

Consultant Project Manager

14 DUCTILE IRON FITTINGS

a 510 8-inch Diameter, 11.25 Degree Bend

1 Each 439.00 439.00 545.00 545.00 520.00 700.43 588.48 b 510 8-inch Diameter, 22.5 Degree Bend

4 Each 457.00 1,828.00 560.00 2,240.00 535.00 654.75 583.25 c 510 8-inch Diameter, 45 Degree Bend

1 Each 480.00 480.00 560.00 560.00 535.00 720.02 605.01 d 510 18-inch Diameter, 11.25 Degree Bend

9 Each 2,755.00 24,795.00 2,300.00 20,700.00 2,075.00 2,252.22 2,209.07 e 510 18-inch Diameter, 22.5 Degree Bend

6 Each 2,482.00 14,892.00 2,050.00 12,300.00 1,860.00 2,020.52 1,976.84 f 510 18-inch Diameter, 45 Degree Bend

18 Each 2,709.00 48,762.00 2,250.00 40,500.00 2,040.00 2,213.03 2,167.68 g 510 18x18x8-inch Diameter DI Tee

(FLxFLxFL) 1 Each 7,383.00 7,383.00 3,000.00 3,000.00 2,700.00 2,773.20 2,824.40 h 510 18x18x12-inch Diameter DI Tee

(FLxFLxFL) 1 Each 6,648.00 6,648.00 3,300.00 3,300.00 2,800.00 2,939.37 3,013.12 i 510 18-inch Diameter Blind Flange

1 Each 1,525.00 1,525.00 1,425.00 1,425.00 1,400.00 1,411.83 1,412.28 j 510 18x16-inch Diameter Reducer (FLxMJ)

1 Each 3,186.00 3,186.00 3,500.00 3,500.00 2,900.00 3,412.90 3,270.97 k 510 12-inch Diameter Megaflange Adapter

1 Each 852.00 852.00 1,165.00 1,165.00 780.00 868.96 937.99

G:\Group\Engineering\Projects\CIP\720001 Crestview Waterline\11 Ad Bid Award\Contract Book\aba-master.xlsm\Bid Tabulation Page 3 of 6 Tabulation of Bids

(*) 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

M.L. Houck

Construction

Northcore USA-

LLC5/21/2024

Engineer's

Estimate

Crestview Waterline

Turney Excavating Inc

PO Box 21597

Low Bidder

Keizer, OR, 97307

Project Number:

Bid/Contract Number:

Closing Date:

720001

234128 Jason Rice, PE

Consultant Project Manager

15 VALVES

a 520 8-inch Diameter Gate Valve with Valve

Box (FL x FL) 1 Each 3,771.00 3,771.00 2,485.00 2,485.00 2,500.00 2,578.50 2,521.17 b 520 18-inch Diameter Butterfly Valve with

Valve Box (FLxMJ) 3 Each 10,150.00 30,450.00 7,820.00 23,460.00 7,200.00 7,602.67 7,540.89 c 520 18-inch Diameter Butterfly Valve with

Valve Box (MJxMJ) 1 Each 9,725.00 9,725.00 7,830.00 7,830.00 7,200.00 7,611.69 7,547.23

16 BLOW OFF ASSEMBLIES

a 550 2-inch Diameter Temporary Blow Off

Assembly 2 Each 4,817.00 9,634.00 3,675.00 7,350.00 3,100.00 2,995.27 3,256.76 b 550 8-inch Diameter Modified Temporary

Blow Off Assembly 1 Each 6,532.00 6,532.00 6,600.00 6,600.00 4,900.00 4,158.92 5,219.64

17 540 1-inch Diameter Chlorination Tap

2 Each 750.00 1,500.00 1,220.00 2,440.00 1,500.00 2,326.36 1,682.12

18 520 1-inch Diameter Combination Air Relief

Valve 1 Each 910.00 910.00 4,700.00 4,700.00 6,000.00 3,537.53 4,745.84

19 404 Adjust Inlets

3 Each 1,390.00 4,170.00 450.00 1,350.00 1,600.00 425.67 825.22

20 315 Subgrade Geotextile

1320 Sq. Yd. 3.00 3,960.00 1.50 1,980.00 2.00 1.36 1.62

21 361 HMAC, 4 inches Thick, Level 2, 1/2-inch

Dense (Permanent Trench Patching) 570 Sq. Yd. 70.00 39,900.00 58.00 33,060.00 98.00 48.16 68.05

G:\Group\Engineering\Projects\CIP\720001 Crestview Waterline\11 Ad Bid Award\Contract Book\aba-master.xlsm\Bid Tabulation Page 4 of 6 Tabulation of Bids

(*) 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

M.L. Houck

Construction

Northcore USA-

LLC5/21/2024

Engineer's

Estimate

Crestview Waterline

Turney Excavating Inc

PO Box 21597

Low Bidder

Keizer, OR, 97307

Project Number:

Bid/Contract Number:

Closing Date:

720001

234128 Jason Rice, PE

Consultant Project Manager

22 361 HMAC, Place Level 1 Mix to Match

Existing Pavement Thickness, Minimum

3-inch Thick (Parking Lot Surface Repair) 450 Sq. Yd. 40.00 18,000.00 42.25 19,012.50 61.00 41.55 48.27

23 361 HMAC, 4.5-inches Thick, Level 2, 1/2-inch Dense (PG64-22) Over 15 inches 1"-

0 Crushed Aggregate Base 1320 Sq. Yd. 100.00 132,000.00 59.00 77,880.00 30.00 50.81 46.60

24 270 Temporary Trench Patch

2310 Lin. Ft. 12.00 27,720.00 8.50 19,635.00 9.00 18.96 12.15

25 380 PCC Curb and Gutter with 6-inch Curb over 4 Inches Minimum of 1"-0 Crushed

Aggregate Base 60 Lin. Ft. 100.00 6,000.00 68.35 4,101.00 100.00 88.78 85.71

26 380 PCC Landscape Curb over 2 inches

Minimum of 1"-0 Crushed Aggregate

Base 40 Lin. Ft. 60.00 2,400.00 51.25 2,050.00 90.00 58.35 66.53

27 385 Sidewalk, 4-inch Thick PCC over 2 inches of 1"-0 Crushed Aggregate Base 26 Sq. Ft. 23.00 598.00 26.50 689.00 65.00 58.03 49.84

28 385 Sidewalk, 6-inch Thick PCC over 2 inches of 1"-0 Crushed Aggregate Base 110 Sq. Ft. 30.00 3,300.00 36.00 3,960.00 35.00 17.56 29.52

29 405 Surface Repair - Concrete Driveway, 6 inches Thick PCC over 6 inches of 1"-0

Crushed Aggregate Base 4660 Sq. Ft. 15.00 69,900.00 25.00 116,500.00 14.50 17.98 19.16

30 405 Surface Repair - Driveway Approach

277 Sq. Ft. 15.00 4,155.00 24.50 6,786.50 27.00 17.56 23.02

31 390 Detectable Warning Surface

10 Sq. Ft. 50.00 500.00 60.00 600.00 126.00 45.63 77.21

32 701 Surface Repair - Landscaping

All Req'd Lump Sum 51,000.00 51,000.00 4,900.00 4,900.00 8,050.00 22,077.21 11,675.74

33 701 Surface Repair - Natural Ground

All Req'd Lump Sum 20,000.00 20,000.00 4,350.00 4,350.00 4,000.00 8,590.72 5,646.91

G:\Group\Engineering\Projects\CIP\720001 Crestview Waterline\11 Ad Bid Award\Contract Book\aba-master.xlsm\Bid Tabulation Page 5 of 6 Tabulation of Bids

(*) 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

M.L. Houck

Construction

Northcore USA-

LLC5/21/2024

Engineer's

Estimate

Crestview Waterline

Turney Excavating Inc

PO Box 21597

Low Bidder

Keizer, OR, 97307

Project Number:

Bid/Contract Number:

Closing Date:

720001

234128 Jason Rice, PE

Consultant Project Manager

34 405 Landscape Wall Replacement

180 Lin. Ft. 20.00 3,600.00 140.50 25,290.00 68.00 85.10 97.87

35 405 Pavement Bar Type B HS

20 Sq. Ft. 40.00 800.00 25.00 500.00 40.00 42.03 35.68

36 867 Repair and Repaint Speed Bump

1 Each 6,000.00 6,000.00 1,860.00 1,860.00 975.00 900.66 1,245.22

Total 1,612,166.00 1,234,298.00 231,595.50 386,113.04 267,340.08

2nd Low Bidder 1,255,672.00

3rd Low Bidder 1,462,006.66

1,518,860.00

1,589,319.00

1,826,528.00

M.L. Houck Construction Co.

Northcore USA- LLC

North Santiam Paving Co.

K&E Excavating, Inc.

Jesse Rodriguez Construction, LLC

Remaining Bidders

G:\Group\Engineering\Projects\CIP\720001 Crestview Waterline\11 Ad Bid Award\Contract Book\aba-master.xlsm\Bid Tabulation Page 6 of 6 Tabulation of Bids

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