BID 2025-46 Addendum 2.pdf

INVITATION TO BID #2025-46

SE Johnson Creek Blvd: 79th Place – 82nd Ave Project

ADDENDUM NUMBER 2

June 3, 2025

On May 14, 2025, Clackamas County (“County”) published Invitation to Bid #2025-46 (“BID”).

The County has found that it is in its interest to amend the BID through the issuance of Addendum Number 2. Except as expressly amended below, all other terms and conditions of the original BID and subsequent Addenda shall remain unchanged.

This letter is to inform you of a change in the Bid Closing date for this Project and to make changes to the Bid Booklet and Special Provisions.

The time and date of Bid Closing on this Project, previously scheduled for Bid Closing at 2:00:00 p.m. on June 5, 2025, has been postponed to 2:00:00 p.m. on June 10, 2025.

The following changes are made to the Project Bid Booklet:

1. The following changes are made to the Project Bid Items:

a. Quantity changes:

Quantity Number Item Original New Bid Item 39 CONCRETE STORM SEWER MANHOLES 2 EACH 1 EACH

b. Bid item unit changes:

Unit Number Item Original New Bid Item 33 GROUTED RIPRAP Cubic Yard Square Foot

c. Deleted items:

Number Item Bid Item 47 EMULSIFIED ASPHALT IN FOG COAT

The following changes are made to the Project Special Provisions:

1. Subsection 00221.06(a) Traffic Control Plan – Replace this subsection with the following subsection:

(a) Traffic Control Plan – For Stages I, II (Phase I and II), and III of the Project Work, submit one of the following, a minimum of 5 Calendar Days before the preconstruction conference.

For the grind and inlay Project Work, develop a TCP and Submit 20 Calendar Days before grinding and paving.

The following changes are made to the INVITATION TO BID:

1. INVITATION TO BID - The time and date of Bid Closing on this Project, previously scheduled for Bid Closing at 2:00:00 p.m. on June 5, 2025, has been postponed to 2:00:00 p.m. on June 10, 2025.

The following changes are made to the INSTRUCTIONS TO BIDDERS:

1. INSTRUCTIONS TO BIDDERS, Article 8 Submission of Bid - The time and date of

Bid Closing on this Project, previously scheduled for Bid Closing at 2:00:00 p.m. on June 5, 2025, has been postponed to 2:00:00 p.m. on June 10, 2025.

The following changes are made to the SUPPLEMENTAL INSTRUCTIONS TO

BIDDERS:

1. SUPPLEMENTAL INSTRUCTIONS TO BIDDERS, paragraph 2 - The time and date of Bid Closing on this Project, previously scheduled for Bid Closing at 2:00:00 p.m. on June 5, 2025, has been postponed to 2:00:00 p.m. on June 10, 2025.

The following changes are made to the BID PROPOSAL FORM:

1. BID PROPOSAL FORM, BID CLOSING/OPENING - The time and date of Bid

Closing/Opening on this Project, previously scheduled for Bid Closing/Opening at 2:00:00 p.m. on June 5, 2025, has been postponed to 2:00:00 p.m. on June 10, 2025.

See attached updated form with new bid date.

The following changes are made to the FIRST-TIER SUBCONTRACTOR DISCLOSURE

FORM:

1. FIRST-TIER SUBCONTRACTOR DISCLOSURE FORM - The time and date of Bid

Opening on this Project, previously scheduled for Bid Opening at 2:00:00 p.m. on June 5, 2025, has been postponed to 2:00:00 p.m. on June 10, 2025. See attached updated form with new bid date.

These changes will be included in the Contract for this Project. It is understood that your Bid will be submitted accordingly.

Attachments: New Bid Proposal Form New Bid Schedule dated 6/03/2025

End of Addendum #2

K21636 SE Johnson Creek Blvd: 79th Pl - 82nd Ave Bid Schedule 6/3/2025

Bid

Item # Item # Item Description Unit Quantity Unit Price Total Price

1 0210-0100000A MOBILIZATION LS 1

2 0221-0100000A TEMPORARY PROTECTION AND DIRECTION OF TRAFFIC LS 1

3 0222-0102000J TEMPORARY SIGNS SQFT 200

4 0222-0162000E SEQUENTIAL ARROW SIGNS EACH 1

5 0223-0168000T FLAGGERS HOUR 800

6 0224-0104000E TEMPORARY BARRICADES, TYPE II EACH 4

7 0224-0105000E TEMPORARY BARRICADES, TYPE III EACH 2

8 0224-0145000E TEMPORARY PLASTIC DRUMS EACH 26

9 0225-0153000F TEMPORARY STRIPING FOOT 2700

10 0225-0154000F STRIPE REMOVAL FOOT 3250

11 0228-0141600F PEDESTRIAN CHANNELIZING DEVICES FOOT 300

12 0280-0100000A EROSION CONTROL LS 1

13 0280-0113000F SEDIMENT FENCE FOOT 485

14 0280-0114040E INLET PROTECTION, TYPE 4 EACH 14

15 0280 CONSTRUCTION ENTRANCE EACH 1

16 0280-0111020E TIRE WASH FACILITY, TYPE 1 EACH 1

17 0290-0100000A POLLUTION CONTROL PLAN LS 1

18 0294-0100000A HEALTH AND SAFETY PLAN LS 1

19 0294-0200010M CONTAMINATED SOIL DISPOSAL TON 138

20 0294-0500000A LEAD COMPLIANCE PLAN LS 1

21 0295-0100000F REMOVE ASBESTOS MATERIAL, FRIABLE FOOT 5

22 0295-0200000F REMOVE ASBESTOS MATERIAL, NON-FRIABLE FOOT 470

23 0305-0100000A CONSTRUCTION SURVEY WORK LS 1

24 0310-0100000F REMOVAL OF PIPES FOOT 248

25 0310-0104000E REMOVAL OF INLETS EACH 3

26 0310-0106000A REMOVAL OF STRUCTURES AND OBSTRUCTIONS LS 1

27 0310-0109000A REMOVAL OF BUILDINGS LS 1

28 0310-0119000F ASPHALT PAVEMENT SAW CUTTING FOOT 1030

29 0320-0100000A CLEARING AND GRUBBING LS 1

30 0330-0105000K GENERAL EXCAVATION CUYD 793

31 0331-0109000J 18 INCH SUBGRADE STABILIZATION SQYD 114

32 0350-0105000J SUBGRADE GEOTEXTILE SQYD 946

33 0390-0119000K GROUTED RIPRAP SF 190

34 0415-0100000F MAINLINE VIDEO INSPECTION FOOT 331

35 0415-0400000E SERVICE LINE LATERAL VIDEO INSPECTION EACH 1

36 0445-030006BF 6 INCH SANITARY SEWER PIPE, 10 FT DEPTH FOOT 52

37 0445-035012AF 12 INCH STORM SEWER PIPE, 5 FT DEPTH FOOT 331

38 0445 6 INCH STORM SEWER CLEANOUT EACH 1

39 0470-0101000E CONCRETE STORM SEWER MANHOLES EACH 1

40 0470-0315000E CONCRETE INLETS, TYPE GB-2 EACH 5

41 0490-0100000E ADJUSTING BOXES EACH 2

42 0490-0102000E ADJUSTING CATCH BASINS EACH 1

43 0490-0104000E CONNECTION TO EXISTING STRUCTURES EACH 2

44 0490-0120000E MINOR ADJUSTMENT OF MANHOLES EACH 4

45 0620-0123000J COLD PLANE PAVEMENT REMOVAL, 4 INCHES DEEP SQYD 3363

46 0640-0100000M AGGREGATE BASE TON 740

47 DELETED BID ITEM

48 0744-0302000M LEVEL 3, 1/2 INCH ACP MIXTURE TON 1052

49 0748-0103000J 6 INCH ASPHALT CONCRETE PAVEMENT REPAIR SQYD 500

50 0749-0100000E EXTRA FOR ASPHALT APPROACHES EACH 5

51 0759-0103000F CONCRETE CURBS, CURB AND GUTTER FOOT 634

52 0759-0106000F CONCRETE CURBS, LOW PROFILE MOUNTABLE CURB FOOT 18

53 0759-0110000F CONCRETE CURBS, STANDARD CURB FOOT 304

54 0759-0122000J CONCRETE ISLANDS SQFT 370

55 0759-0126000J CONCRETE DRIVEWAYS SQFT 215

56 0759-0127000J CONCRETE DRIVEWAYS, REINFORCED SQFT 730

57 0759-0128000J CONCRETE WALKS SQFT 3280

58 0759-0154100E EXTRA FOR NEW CURB RAMPS EACH 12

59 0759-0510000J TRUNCATED DOMES ON NEW SURFACES SQFT 155

60 0855-0102100E BI-DIRECTIONAL YELLOW TYPE I MARKERS EACH 89

61 0855-0102100E BI-DIRECTIONAL WHITE TYPE I MARKERS EACH 33

0865-0160000F

THERMOPLASTIC, EXTRUDED OR SPRAYED, SURFACE, NON-

PROFILED

FOOT 6662

63 0867-0103500E PAVEMENT LEGEND, TYPE AB: ARROWS EACH 6

64 0867-0131000E PAVEMENT LEGEND, TYPE B-HS: BICYCLE LANE STENCIL EACH 6

65 0867-0145100J PAVEMENT BAR, TYPE B-HS SQFT 604

66 0867-0174000E PAVEMENT LEGEND, TYPE B-HS : BICYCLE DETECTOR STENCIL EACH 1

67 0868-0100000J GREEN BICYCLE LANE, PREFORMED THERMOPLASTIC FILM SQFT 75

K21636 SE Johnson Creek Blvd: 79th Pl - 82nd Ave Bid Schedule 6/3/2025

Bid

Item # Item # Item Description Unit Quantity Unit Price Total Price

68 0902-0101000E CROSSWALK CLOSURE SUPPORTS EACH 4

69 0905-0100000A REMOVE EXISTING SIGNS LS 1

70 0920-0100000A SIGN SUPPORT FOOTINGS LS 1

71 0930-0114000A PERFORATED STEEL SQUARE TUBE SLIP BASE SIGN SUPPORTS LS 1

72 0930-0117000A PERFORATED STEEL SQUARE TUBE ANCHOR SIGN SUPPORTS LS 1

73 0940-0201000J SIGNS, STANDARD SHEETING, EXTRUDED ALUMINUM SQFT 88

74 0970-0100000A POLE FOUNDATIONS LS 1

75 0970-0105000A SWITCHING, CONDUIT, AND WIRING LS 1

76 0987-0100000A TELECOMMUNICATIONS, MATERIAL LS 1

77 0987-0110000A TELECOMMUNICATIONS, INSTALLATION LS 1

78 0990-0101000A TRAFFIC SIGNAL INSTALLATION, JOHNSON CK BLVD & 79TH PL LS 1

79 1011-0200000A BIORETENTION POND, WATER QUALITY FACILITY LS 1

80 1030-0108000R PERMANENT SEEDING ACRE 0.12

81 1030-0118000R WATER QUALITY SEEDING ACRE 0.06

82 1040-0101000K TOPSOIL CUYD 64

83 1040-0153000E SHRUBS, #1 CONTAINER EACH 36

84 1040-0171000E GROUNDCOVERS, #1 CONTAINER EACH 48

85 1040-0190000K BARK MULCH CUYD 15

86 1050-0162000F TYPE CL-4R CHAIN LINK FENCE WITH BLACK PVC COATING FOOT 85

1050-0162000F

TYPE CL-6R CHAIN LINK FENCE WITH BLACK PVC COATING AND

SCREENING PICKETS

FOOT 139

88 1050-0198000E 12 FOOT X 48 INCH CHAIN LINK DOUBLE GATES EACH 1

89 1070-0100000E SINGLE MAILBOX SUPPORTS EACH 2

90 1070-0102000E MAILBOX CONCRETE COLLARS EACH 1

91 1070-0103000E REMOVE AND REINSTALL MAILBOX SUPPORTS EACH 1

92 1170-0109000F 1 INCH COPPER WATER SERVICE LINE FOOT 127

PROPOSED COST BID SCHEDULE _________________________________________________________________________

(Numerically)

PROPOSED COST BID SCHEDULE _________________________________________________________________________

(Written in Words)

COMPANY NAME ________________________________________________________________________________________

AUTHORIZED SIGNATURE ________________________________________________________________________________