_Addendum 4.pdf

Manzanita Classic Street Connection Project – Addendum #4 Page 1 of 1

CITY OF MANZANITA

Manzanita Classic Street Connection Project

Addendum Number 4

DATE: May 16, 2025

TO: Potential Bidders & Plan Holders

All proposers are hereby notiÞed of the following modiÞcations to the Contract Documents and Technical SpeciÞcations. This modiÞcation is to become a part of the contract documents for the “Manzanita Classic Street Connection Project.”

ADDENDUM 4 – THIS ADDENDUM PACKAGE CONSISTS OF 7 PAGES TOTAL

Each proposal shall include a speciÞc acknowledgement of receipt of this Addendum in the space provided within the “Bid Form Document”.

This Addendum shall supersede all previously issued speciÞcations, and drawings wherein it contradicts the same. All other conditions remain unchanged. The following changes, modiÞcations, corrections, clariÞcations, and/or additions set forth herein shall apply to the above documents and shall be made part thereof and shall be subject to all of the requirements as though originally speciÞed and/or shown.

There will be no time extension to the current Proposal and Bidding dates and times. Bid and proposal submittals are due on May 20, 2025.

For questions, please contact Marcus Lee at mlee@windsorengineers.com.

CONTRACT DOCUMENTS

Remove and replace the following with the corresponding attached forms

BID FORM – Remove and replace. (6 pages)

Bid Item 55 - Type 1 Catch Basin changed from Type 1 to G2 Bid Item 57 - 48" Storm Sewer Manhole (All Depths) changed from 5 (EA) to 3 (EA) Bid Item 76 - Salvage Ex Signs changed from 2 (LS) to 1 (LS) Bid Item 82 - Retaining wall changed from 835 (LF) to 915 (LF) Bid Item 83 - 4 Foot Chain Link Fence changed from 860 (LF) to 935 (LF) Bid Item 84 - W-Beam Guardrail Type 2A changed from 880 (LF) to 1045 (LF)

CONTRACT DOCUMENTS- Bid Form Manzanita Classic Street Connection CD - 9 Addendum 4

BID FORM

BID OF (hereinafter called “Bidder”), organized and existing under the laws of the State of _______________, doing business as (Insert “a joint venture”, “a corporation”, “a partnership” or “an individual” as applicable.)

To City of Manzanita

[hereinafter called “Owner”]:

1. The undersigned Bidder, in compliance with your invitation for bids, including the

ADVERTISEMENT FOR BIDS and the INSTRUCTIONS TO BIDDERS, for

Manzanita Classic Street Connection Project having examined the plans and specifications with related documents and having examined the site of the project work, and being familiar with all the conditions pertaining to the construction of the project, hereby offers to furnish all labor, materials, equipment and supplies necessary to construct the project in accordance with the contract documents within the time set forth therein, and at the unit prices stated below. The prices are to cover all the costs connected with performing the work required under the contract documents, of which this bid is a part.

2. The Bidder submits the unit prices set forth herein as those at which the Bidder will perform the work involved. The extensions in the column headed “Total” are made for the sole purpose of facilitating comparison of bids and if there are any discrepancies between the unit prices and the total amounts shown, the unit prices shall govern.

3. The Bidder certifies, under penalty of perjury, by the submission of this bid, that all requirements of ORS 279C.838-840 (Prevailing Wage Rate Laws) will be complied with throughout the course of this contact. The Bidder further certifies, under penalty of perjury, that the Bidder is a resident bidder, as defined by ORS 279A.120 (1)(b), of the State of ______________. The Bidder further certifies, under penalty of perjury, that the Bidder is, to the best of the Bidder’s knowledge, not in violation of any tax laws described in ORS 305.380 (4).

4. The Bidder acknowledges receipt of the Addenda numbered ______ through _______. The Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of bid security. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of 30 calendar days after the scheduled closing date for receiving bids.

5. The Bidder agrees to comply with all the Federal, State and Local laws, ordinances, rules and regulations that are pertinent to construction contracts of this character even though such laws may not have been quoted or referred to in the contract documents.

6. Upon receipt of written Notice of Intent to Award, Bidder will execute the Agreement attached within 10 calendar days and deliver a Surety Bond or Bonds as required by the contract documents. The Bid Security accompanying this bid is to become the property of the Owner in the event the contract and bonds are not executed within the time above set forth, as liquidated damages for the delay and additional expense to the Owner caused thereby.

7. The Bidder agrees to commence work under this contract within 10 calendar days after issuance to the Bidder of written Notice to Proceed by the Engineer. The Bidder agrees to substantially complete the project on or before the dates or within the number of calendar days indicated in Article II of the Agreement, with such extensions of time as are provided in the General Conditions. The Bidder accepts the provisions of the Agreement regarding liquidated damages (Article III of the Agreement) in the event of failure to complete the work of the project on or before the dates or within the number of calendar days indicated in Article II of the Agreement, with such extensions of time as are provided in the General Conditions.

The Bidder declares that the only persons or parties interested in this bid are those named herein, that this bid is in all respects fair and without fraud, and that it is made without collusion

Manzanita Classic Street Connection CD - 10 Addendum 4 with any other bidder and without collusion with any representatives of the Owner. The Bidder hereby represents that no employee of the Owner, or any partnership or corporation in which an employee of the Owner has an interest, has or will receive any remuneration of any description from the Bidder, either directly or indirectly, in connection, except as specifically declared in writing.

8. The Bidder certifies that the Bidder has not discriminated and will not discriminate, in violation of subsection (1) of ORS 279A.110(1), against a disadvantaged business enterprise, a minority-owned business, a woman-owned business, a business that a service-disabled veteran owns or an emerging small business in awarding a subcontract.

9. The Bidder will complete the work for the following prices in accordance with the Schedule of Contract Prices found in Bid online documents.

SCHEDULE OF PRICES

SCHEDULE A1 – CLASSIC STREET WORK

Item Description Unit Estimated Quantity

Unit Price Total Price

1 MOBILIZATION LS 1 $ $

TEMPORARY PROTECTION AND DIRECTION

OF TRAFFIC LS 1 $ $

3 EROSION AND SEDIMENT CONTROL LS 1 $ $

4 CLEARING AND GRUBBING AC 0.15 $ $

5 ASPHALT PAVEMENT SAWCUTTING LF 650 $ $

6 SALVAGE AND REINSTALL HYDRANT EA 1 $ $

REMOVAL OF PAVEMENT, AC/PCC

(INCLUDING HAUL) SY 2300 $ $

8 REMOVAL OF WALK SY 31 $ $

9 REMOVAL OF CURBS LF 220 $ $

REMOVE OR PLUG-FILL AND ABANDON

EXISTING PIPE (WATER) LF 300 $ $

11 REMOVAL OF PIPE (STORM SEWER) LF 350 $ $

REMOVAL OF STRUCTURES (STORM SEWER,

CB ONLY) EA 8 $ $

13 SALVAGE EXISTING SIGNS LS 1 $ $

14 GENERAL EXCAVATION CY 750 $ $

15 TOPSOIL (SEEDED AREA) CY 130 $ $

16 BORROW EXCAVATION TN 750 $ $

17 BASE COURSE AGGREGATE CY 1000 $ $

18 LEVELING COURSE AGGREGATE CY 100 $ $

LEVEL 2 - 3/8 INCH ACP MIXTURE WEARING

COURSE (ROADWAY) TON 377 $ $

LEVEL 2 - 1/2 INCH ACP MIXTURE BASE

COURSE (ROADWAY) TON 307 $ $

21 LEVEL 2 - 3/8 INCH ACP MIXTURE (PATH) TON 102 $ $

22 2" COLD PLANE PAVEMENT REMOVAL SY 610 $ $

EXTRA FOR PEDESTRIAN LANDINGS-ADA

RAMPS EA 9 $ $

4" CONCRETE CURBS, MOUNTABLE-ROLLED

CURB & GUTTER LF 410 $ $

Manzanita Classic Street Connection CD - 11 Addendum 4

Item Description Unit Estimated Quantity

Unit Price Total Price

25 VALLEY GUTTER CONCRETE SURFACING LF 650 $ $

26 MINOR ADJUSTMENT OF MANHOLES EA 3 $ $

27 CONNECTIONS TO EXISTING WATER MAIN EA 7 $ $

28 6" PVC IPS, WATERMAIN LF 55 $ $

29 6" DI PIPE LF 7 $ $

30 8" DI PIPE LF 8 $ $

31 10" HDPE SDR 14, WATERMAIN LF 2152 $ $

32 8" DI MJ BENDS (VARIOUS ANGLES) EA 1 $ $

33 10" DI MJ BENDS (VARIOUS ANGLES) EA 10 $ $

34 10"X10"X6" DI FLG TEE EA 3 $ $

35 10"X10"X6" DI MJ TEE EA 1 $ $

36 10" DI FLG TEE EA 1 $ $

37 10" DI MJ TEE EA 1 $ $

38 10" FLG X MJ TEE EA 2 $ $

39 6" MJ GATE VALVE EA 2 $ $

40 6" FLGXMJ GATE VALVE EA 2 $ $

41 10" FLGXMJ GATE VALVE EA 12 $ $

42 10" MJ GATE VALVE EA 2 $ $

43 6" MJ LONG PATTERN SLEEVE EA 2 $ $

44 8" MJ LONG PATTERN SLEEVE EA 4 $ $

45 10" MJ LONG PATTERN SLEEVE EA 1 $ $

46 10" TO 8" MJ REDUCER EA 6 $ $

47 6" DI FLG CAP EA 1 $ $

48 2" AIR RELEASE VALVE AND VAULT EA 1 $ $

49 HYDRANT ASSEMBLY EA 2 $ $

50 CDF BACKFILL MATERIAL CY 5 $ $

51 CONNECTIONS TO EXISTING STORM SEWER EA 4 $ $

52 8 INCH HDPE PIPE, 5 FT DEPTH LF 179 $ $

53 12 INCH HDPE PIPE, 5 FT DEPTH LF 1718 $ $

54 18 INCH HDPE PIPE, 5 FT DEPTH LF 48 $ $

55 ODOT G2 CATCH BASIN EA 27 $ $

56 NYLOPLAST CATCH BASIN EA 5 $ $

57 48" STORM SEWER MANHOLE (ALL DEPTHS) EA 3 $ $

58 INFILTRATION BASIN STRUCTURE EA 1 $ $

59 CENTER LINE (YELLOW DOUBLE LINE) LF 1503 $ $

60 STOP BARS (THERMOPLASTIC) LF 90 $ $

CROSSWALK STRIPES (6 X 2

THERMOPLASTIC) EA 50 $ $

62 SPEED BUMPS EA 4 $ $

63 TEMPORARY SEED SY 2459 $ $

Manzanita Classic Street Connection CD - 12 Addendum 4

Item Description Unit Estimated Quantity

Unit Price Total Price

64 PERMANENT SEED SY 2459 $ $

65 COMPOST EROSION BLANKET SY 2459 $ $

66 LANDSCAPING LS 1 $ $

SUBTOTAL SCHEDULE A1 - CLASSIC STREET SECTION $

SCHEDULE A2 – RETAINING WALL WORK

Item Description Unit Estimated Quantity

Unit Price Total Price

67 MOBILIZATION LS 1 $ $

TEMPORARY PROTECTION AND DIRECTION

OF TRAFFIC LS 1 $ $

69 EROSION AND SEDIMENT CONTROL LS 1 $ $

70 CLEARING AND GRUBBING AC 1.25 $ $

71 ASPHALT PAVEMENT SAWCUTTING LF 55 $ $

REMOVAL OF PAVEMENT, AC/PCC

(INCLUDING HAUL) SY 2800 $ $

73 REMOVAL OF CURBS LF 20 $ $

74 REMOVAL OF PIPE (STORM SEWER) LF 8 $ $

REMOVAL OF STRUCTURES (STORM SEWER,

CB ONLY) EA 1 $ $

76 SALVAGE EXISTING SIGNS LS 1 $ $

77 GENERAL EXCAVATION CY 1000 $ $

78 TOPSOIL (SEEDED AREA) CY 330 $ $

79 BORROW EXCAVATION TN 2520 $ $

80 BASE COURSE AGGREGATE CY 1000 $ $

81 LEVELING COURSE AGGREGATE CY 110 $ $

82 RETAINING WALL LF 915 $ $

83 4 FOOT CHAIN LINK FENCE LF 935 $ $

84 W-BEAM GUARDRAIL, TYPE 2A LF 1045 $ $

85 W-BEAM END TREATMENT-TYPE 5 EA 2 $ $

LEVEL 2 - 3/8 INCH ACP MIXTURE WEARING

COURSE (ROADWAY) TON 270 $ $

LEVEL 2 - 1/2 INCH ACP MIXTURE BASE

COURSE (ROADWAY) TON 270 $ $

88 LEVEL 2 - 3/8 INCH ACP MIXTURE (PATH) TON 84 $ $

89 CONSTRUCTION FABRIC SY 2333 $ $

EXTRA FOR PEDESTRIAN LANDINGS-ADA

RAMPS EA 2 $ $

91 6" CONCRETE CURBS, CURB & GUTTER LF 1050 $ $

92 VALLEY GUTTER CONCRETE SURFACING LF 25 $ $

93 CENTER LINE (YELLOW DOUBLE LINE) LF 1050 $ $

94 FOG LINE (WHITE SINGLE LINE) LF 500 $ $

Manzanita Classic Street Connection CD - 13 Addendum 4

Item Description Unit Estimated Quantity

Unit Price Total Price

95 STOP BARS (THERMOPLASTIC) LF 15 $ $

CROSSWALK STRIPES (6 X 2

THERMOPLASTIC) EA 4 $ $

97 SPEED BUMPS EA 4 $ $

98 TRAFFIC DELINEATORS EA 51 $ $

99 TEMPORARY SEED SY 2810 $ $

100 PERMANENT SEED SY 2810 $ $

101 COMPOST EROSION BLANKET SY 2810 $ $

102 LANDSCAPING LS 1 $ $

SUBTOTAL SCHEDULE A2 – TOTAL OF RETAINING WALL SECTION $

SCHEDULE B – NECARNEY COUNTY CITY ROAD SECTION

Item Item Description Unit Estimated Quantity

Unit Price

Total Price

103 8" HDPE SDR 14, WATERMAIN LF 1483 $ $

104 8" HDPE SDR 14, WATERMAIN (TRENCHLESS) LF 116 $ $

105 8" DI BENDS (VARIOUS ANGLES) EA 1 $ $

106 8"X8"X6" DI FLG TEE EA 2 $ $

107 8" DI FLG TEE EA 2 $ $

108 6" MJ GATE VALVE EA 1 $ $

109 6" FLGXMJ GATE VALVE EA 1 $ $

110 8" FLGXMJ GATE VALVE EA 9 $ $

111 8" DI MJ LONG PATTERN SLEEVE EA 2 $ $

112 8" DI MJ CAP EA 1 $ $

113 2" AIR RELEASE VALVE AND VAULT EA 1 $ $

114 HYDRANT ASSEMBLY EA 1 $ $

115 CONNECTIONS TO EXISTING WATER MAINS EA 3 $ $

SUBTOTAL SCHEDULE B – NECARNEY CITY COUNTY ROAD SECTION $

Schedule A1 Total $

Schedule A2 Total $

Schedule B Total $

Sum of Totals (A1+A2+ B) = Grand Total $

Manzanita Classic Street Connection CD - 14 Addendum 4

The following documents are attached to and made a condition of this bid:

a. The required Bid Security submitted on-line with the Bid Form.

b. The First-Tier Subcontractor Disclosure Form submitted on-line within two hours after the date and time of the bid opening.

c. The on-line vBid Schedule of Unit Prices as filled out and submitted by the Contractor.

Respectfully Submitted, Name of Firm

Address

Federal Employer I.D. No.

State Employer I.D. No.

State C.C.B. Registration No.

Telephone ( )

FAX No. ( )

By (Signature)

Name (Please Print)

Title (Signature)

If Corporation, Attest (Secretary of Corporation)

Dated this day of , 2025