CLO191-11 Addendum No. 1_executed-signed (1).pdf

Addendum No. 1

CLO191-11 Page 1 of 43 July 31, 2023

ADDENDUM NO. 1

CITY OF CLOVIS, NEW MEXICO

JULY 31, 2023

TO: All Plan Holders

RE: Dr. Martin Luther King, Jr. Blvd., Improvements Phase II

The following Addendum shall be incorporated into the Contract Documents for the above-referenced project.

A. PROJECT MANUAL

1. BID FORM FOR CONSTRUCTION CONTRACT:

a. Remove Bid Form for Construction Contract in its entirety and replace with the revised Bid Form for Construction Contract included in this Addendum No. 1, updates include:

1) Paragraph 2.01 listing of documents to be included with Bid has been revised.

2) Item No. 13 – Unit has been changed from “TON” to “CY”.

3) Item No. 34 – Spec. No. has been changed from “623301” to “623311”.

Description has been changed from “Curb Drop Inlet Type I-A, 0' to 4'.”

to “Curb Drop Inlet Type I-B, 0' to 4'.”.

4) Item No. 52.5 has been added.

5) Item No. 60 – Est. Qty. has been changed from “561” to “4,174”.

6) Item No. 62 – Est. Qty. has been changed from “5” to “14”.

7) Item No. 68 – Est. Qty. has been changed from “636” to “7,907”.

8) Item No. 70 – Est. Qty. has been changed from “2,584” to “6,242”.

9) Item No. 83.5 has been added.

2. SPECIAL PROVISION:

a. Special Provision for Item No. 705001 – Street Lighting System (Allowance) has been added and included in this Addendum No. 1.

3. LIST OF DRAWINGS:

a. Remove the List of Drawings Pages LD-1 through LD-2 in its entirety and replace with the revised List of Drawings Pages LD-1 through LD-3 included in this Addendum No. 1.

4. CAMPAIGN CONTRIBUTION DISCLOSURE FORM:

a. The Campaign Contribution Disclosure Form has been added and included in this

Addendum No. 1.

B. DRAWINGS

1. SHEET 1-5, SUMMARY OF QUANTITIES:

a. Remove Sheet 1-5 in its entirety and replace with the revised Sheet 1-5(REV), included in this Addendum No. 1.

CLO191-11 Page 2 of 43 July 31, 2023

2. SHEET 1-5A, SUMMARY OF QUANTITIES:

a. Remove Sheet 1-5A in its entirety and replace with the revised Sheet 1-5A(REV),

3. SHEET 2-30, MISCELLANEOUS QUANTITY SCHEDULES:

a. Remove Sheet 2-30 in its entirety and replace with the revised Sheet 2-30(REV),

4. SHEET 3-1A, PLAN & PROFILE GENERAL INFORMATION, LEGEND, AND

CONSTRUCTION & UTILITY BUILD NOTES:

a. Remove Sheet 3-1A in its entirety and replace with the revised Sheet 3-1A(REV), C. RESPONSES TO CONTRACTOR QUESTIONS (Responses are in bold/italics.)

A Pre-Bid Conference Meeting was held on Wednesday, July 12, 2023 at 10:00 a.m. at the

City of Clovis, Clovis City Hall, 321 N. Connelly Street, Clovis, New Mexico 88101. A copy of the Pre-Bid Meeting Agenda including the Attendance Sheet is attached hereto and made part of this Addendum. Be advised that oral statements made at the Pre-Bid Conference, which are not explicitly documented in writing, are non-binding.

1. No bid item is listed for the 2 Circuit Unmetered Lighting Control Cabinet (Keyed Note 7, Sheet 8-4,).

Item No. 52.5, Spec. No. 706420, Lighting Control Cabinet – Two Circuit has been added to the revised Bid Form for Construction Contract, included in this

Addendum No. 1, as called out in Paragraph A. 1. a. 4. of this Addendum No. 1.

2. What is the existing voltage for the signal and lighting systems?

240V assumed (to be verified).

3. No bid item is listed for the Emergency Vehicle Pre-Emption System (Sheet 9-3, Note 10).

Item No. 83.5, Spec. No. 713850, AI Preemption System with Verification Lamps has been added to the revised Bid Form for Construction Contract, included in this

Addendum No. 1, as called out in Paragraph A. 1. a. 9. of this Addendum No. 1.

4. No bid item is listed for the Flashing Beacon System (Sheet 9-11, Note 2). Should this be solar as noted?

In lieu of Spec. No. 715000, Beacon Assembly, individual pay items were enumerated including mast arms, foundations, one section traffic signal assembly, etc.; therefore, solar panels and control equipment, as shown on the New Mexico Department of

Transportation (NMDOT) Standard Drawing 715-02, are considered incidental to the construction of the school beacon assemblies. These should be solar and the conduit, conductors, etc. will be removed.

CLO191-11 Page 3 of 43 July 31, 2023

5. The overall heights (MA 1 and MA 4 @ 7th, MA 3 @ 21st) are 40 LF. Have any potential overhead conflicts been addressed?

See Sheet 9-1, Traffic Signalization General Notes, Note 15.

6. Sheet 8-2 – What is the electrical service connection for the first wood street light poles?

Street lighting designated to be serviced by relocated aerial electrical lines, see Sheet 8-1, Roadway Lighting Notes, Quantities and Legend, Key Note 2.

7. It looks like the Bid Schedule calls for Curb Inlet I-A but the plans seem to call for a different type. Please confirm what inlets are required.

The Bid Form has been revised to clarify Item No. 34, to Spec. No. “623311” and

Description to “Curb Drop Inlet Type I-B, 0' to 4'.”, as called out in Paragraph A. 1. a. 3.

of this Addendum No. 1. Sheets 1-5, Summary of Quantities and 2-30, Miscellaneous

Quantity Schedules have also been modified as called out in Paragraphs B. 1. a. and

B. 3. a. of this Addendum No. 1. The revised Bid Form and Sheets 1-5(REV) and

2-30(REV)are reissued in this Addendum No. 1.

8. In the Bid Form for Construction Documents, Pg 1 of 13, Article 2 – Attachments to This

Bid: Item 2.01 C, List of Proposed Suppliers, there is no form provided.

A “List of Proposed Suppliers” is not required.

9. Item 2.01 F, Required Bidder Qualification Statement with supporting data, what is required for this?

A “Bidder Qualification Statement” is not required.

10. Item 2.01 G, Campaign Disclosure Form, there is no form provided.

A “Campaign Disclosure Form” is included in this Addendum No. 1, as called out in

Paragraph A. 4. a. of this Addendum No. 1.

11. Item 2.01 H, Wage Equity Form, there is no form provided.

A “Wage Equity Form” is not required.

12. Item 2.01 I, Bidder’s Qualification Statement, is this just a repeat of Item 2.01 F? If not, what is required for this?

A “Bidder’s Qualification Statement” is not required.

13. Item 2.01 L, Equipment Suppliers List, what is required for this? Is this just a list of equipment available for the project or do we list where we may be renting equipment if necessary?

The “Equipment Suppliers List” is not required.

CLO191-11 Page 4 of 43 July 31, 2023

14. Plan Sheet 2-2 calls out "DETAIL CONCRETE SILL WALL MODIFICATIONS AT

CHAIN LINK FENCE POST LOCATIONS". Where is the detail showing the size of the members for the chain link fence including depth of sleeve for chain link post?

For clarification, details for the concrete sill well and chain link fence may be found on Sheets 10-11, Drainage Channel Details and Sheet 10-21, the Albuquerque

Metropolitan Arroyo Flood Control Authority (AMAFCA) Standard Details Channel

Structure Details (AMAFCA Concrete lined Channel Details). Also, NMDOT

Standard Drawing 607-04-1/1 provides additional information.

15. Is there Geotechnical Information for this project?

The information covering the bore hole investigations are added and included as called out in Paragraph D. of this Addendum No. 1.

16. Is there an engineer’s estimate or budget/range for this project?

The Engineer’s Estimate will be shared at the Bid Opening.

17. Will the list of attendees to the pre-bid meeting that took place on 07/12/2023 be posted?

The Pre-Bid Conference Meeting Minutes and Sign-In Sheet are included in this

Addendum No. 1.

18. Sheet 2-33 (XCEL ENERGY POLE DETAILS) appears very blurry. Is there a way to make it more clear?

Often times the electronic PDF may appear blurry; however, once printed, the information is legible. We recommend Sheet 2-33, Xcel Energy Pole Details (For

Information Only) be printed for clarification.

D. GEOTECHNICAL EVALUATION

An excerpt from a Geotechnical Evaluation of the proposed Dr. Martin Luther King, Jr. Blvd., Improvements Phase II project is included in this Addendum No. 1 for Contractor reference only.

All other provisions of the Contract Documents shall remain unchanged. This Addendum is hereby made a part of the Contract Documents to the same extent as those contained in the original documents and all itemized listings thereof.

Each Bidder shall acknowledge receipt of this Addendum No. 1 on the Bid Form in the space provided.

MOLZEN CORBIN

Kevin W. Eades, P.E. Date

07/31/2023

EJCDC® C-410, Bid Form for Construction Contract.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

BID FORM FOR CONSTRUCTION CONTRACT

PROJECT IDENTIFICATION: DR. MARTIN LUTHER KING, JR. BLVD., IMPROVEMENTS PHASE II

ARTICLE 1 – BID RECIPIENT

1.01 This Bid is submitted to: City of Clovis

321 N. Connelly Street

Clovis, New Mexico 88101

1.02 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents.

ARTICLE 2—ATTACHMENTS TO THIS BID

2.01 The following documents are submitted with and made a condition of this Bid:

A. Required Bid security;

B. List of Proposed Subcontractors for compliance with New Mexico Subcontractor’s Fair Practices Act;

C. Evidence of authority to do business in the state of the Project; or a written covenant to obtain such authority within the time for acceptance of Bids;

D. Contractor’s license number as evidence of Bidder’s State Contractor’s License or a covenant by Bidder to obtain said license within the time for acceptance of Bids;

E. Campaign Contribution Disclosure Form;

F. Resident Contractor Certificate issued by the Taxation and Revenue Department (if seeking preference);

G. Resident Veteran Contractor Certificate issued by the Taxation and Revenue Department (if seeking preference);

ARTICLE 3—BASIS OF BID—LUMP SUM BID AND UNIT PRICES

3.01 Unit Price Bids

A. Bidder will perform the following Work at the indicated unit prices:

Item No.

Spec.

No.

Description Unit Est.

Qty.

Bid Unit Price Bid Price

1 201000 Clearing and Grubbing. LS 1 $ $

2 203000 Unclassified Excavation. CY 13,500 $ $

3 203200 Unsuitable Material Excavation.

CY 50 $ $

CLO191-11 Page 5 of 43

July 31, 2023

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

Item No.

Spec.

No.

Description Unit Est.

Qty.

Bid Unit Price Bid Price

4 207000 Subgrade Preparation. SY 600 $ $

5 303000 Base Course. TON 13,400 $ $

6 306102 Lime Treated Subgrade 12".

SY 24,250 $ $

7 407000 Asphalt Material for Tack Coat.

TON 8 $ $

8 408100 Prime Coat Material. TON 46 $ $

9 423283 HMA SP-IV, Complete. TON 7,000 $ $

10 502030 Drilled Shaft Foundation 30" Diameter.

LF 36 $ $

11 502036 Drilled Shaft Foundation 36" Diameter.

LF 112 $ $

12 502042 Drilled Shaft Foundation 42" Diameter.

LF 48 $ $

13 511000 Structural Concrete Class A.

CY 3,050 $ $

14 511030 Structural Concrete Class

AA.

CY 475 $ $

15 511060 Structural Concrete Class G.

CY 54.60 $ $

16 540060 Reinforcing Bars Grade 60. LB 309,206 $ $

17 570030 30" Culvert Pipe. LF 200 $ $

18 570048 48" Culvert Pipe. LF 120 $ $

19 570437 24" Storm Drain Culvert Pipe.

LF 305 $ $

20 601000 Removal of Structures and Obstructions.

LS 1 $ $

21 601110 Removal of Surfacing. SY 24,450 $ $

CLO191-11 Page 6 of 43

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

Item No.

Spec.

No.

Description Unit Est.

Qty.

Bid Unit Price Bid Price

22 603281 SWPPP Preparation and Maintenance (*).

LS 1 $ $

23 607015 Braces/Corner Posts. EA 55 $ $

24 607065 Vinyl Coated Chain Link Fence 5'.

LF 4,825 $ $

25 607199 Remove and Rebuild Fence.

LF 200 $ $

26 607495 Chain Link Gate, 12' Span x 5' Rise.

EA 12 $ $

27 608004 Concrete Sidewalk 4". SY 5,250 $ $

28 608106 Drive Pad 6". SY 1,875 $ $

29 609200 Header Curb. LF 220 $ $

30 609444 Concrete Vertical Curb & Gutter B 8" x 24".

LF 100 $ $

31 609488 Concrete Vertical Curb & Gutter D 8" x 18".

LF 11,600 $ $

32 618000 Traffic Control Management.

LS 1 $ $

33 621000 Mobilization. LS 1 $ $

34 623311 Curb Drop Inlet Type I-B, 0' to 4'.

EA 3 $ $

35 662400 Manhole Adjustment. EA 14 $ $

36 663518 Ductile Iron Pipe - 18". LF 60 $ $

37 667110 Mailbox Installation – Single.

EA 1 $ $

38 701000 Panel Signs. SF 550 $ $

CLO191-11

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

Item No.

Spec.

No.

Description Unit Est.

Qty.

Bid Unit Price Bid Price

39 701100 Steel/Base Post for Aluminum Panel Signs Signs.

LF 1,000 $ $

40 702610 Portable Changeable Message Sign.

EA 3 $ $

41 702810 Traffic Control Devices for Construction.

LS 1 $ $

42 704000 Retroreflectorized Painted Markings 4".

LF 12,600 $ $

43 704002 Retroreflectorized Painted Markings 6".

LF 13,600 $ $

44 704715

Hot Thermoplastic Pavement Marking Combination (Thru and Right) Arrow.

EA 4 $ $

45 704718 Hot Thermoplastic Pavement Marking Left Arrow.

EA 68 $ $

46 704720 Hot Thermoplastic Pavement Marking Word (Only).

EA 4 $ $

47 704732 Hot Thermoplastic Pavement Marking Bike Symbol (Bikeway).

EA 46 $ $

48 705001 Street Lighting System. ALLOW 1 $80,000.00 $80,000.00

49 706130 Service Riser (Combination).

EA 1 $ $

50 706230 Meter Pedestal (Combination).

EA 2 $ $

51 706240 Uninterrupted Power Supply (UPS).

EA 2 $ $

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

Item No.

Spec.

No.

Description Unit Est.

Qty.

Bid Unit Price Bid Price

52 706350 Power Service Installation. LS 2 $ $

52.5 706420 Lighting Control Cabinet – Two Circuit.

EA 1 $ $

53 707010 Type I Standard 10'. EA 1 $ $

54 707226 Type II Standard, Trombone Type, 25' Arm.

EA 2 $ $

55 707325 Type III Standard, 25' Arm. EA 2 $ $

56 707330 Type III Standard, 30' Arm. EA 2 $ $

57 707335 Type III Standard, 35' Arm. EA 1 $ $

58 707340 Type III Standard, 40' Arm. EA 2 $ $

59 707345 Type III Standard, 45' Arm. EA 1 $ $

60 709020 Rigid Electrical Conduit 2" (Dia.).

LF 4,174 $ $

61 709030 Rigid Electrical Conduit 3" (Dia.).

LF 1,810 $ $

62 710000 Electrical Pull Box (Standard).

EA 14 $ $

63 710010 Electrical Pull Box (Large). EA 16 $ $

64 710201 Remove and Reset Pull Box.

EA 4 $ $

65 711005 Multi Conductor Cable 5. LF 1,678 $ $

66 711007 Multi Conductor Cable 7. LF 565 $ $

67 711020 Multi Conductor Cable 20. LF 1,858 $ $

68 711102 Single Conductor 2. LF 7,907 $ $

69 711106 Single Conductor 6. LF 5,276 $ $

70 711108 Single Conductor 8. LF 6,242 $ $

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

Item No.

Spec.

No.

Description Unit Est.

Qty.

Bid Unit Price Bid Price

71 711110 Single Conductor 10. LF 3,224 $ $

72 712011 1 Section Traffic Signal Assembly (LED).

EA 8 $ $

73 712031 3 Section Traffic Signal Assembly (LED).

EA 14 $ $

74 712051 5 Section Traffic Signal Assembly (LED).

EA 17 $ $

75 712202 Pedestrian Countdown Signal (LED).

EA 16 $ $

76 712330 3 Section Backplate. EA 7 $ $

77 712350 5 Section Backplate. EA 8 $ $

78 713025 Accessible Pedestrian Signal Push Button Station.

EA 16 $ $

79 713511 Optical Detector, 1 Direction, 1 Channel.

EA 8 $ $

80 713600 Optical Detector Cable. LF 1,242 $ $

81 713807 Video Cable. LF 1,202 $ $

82 713810 Video Camera. EA 9 $ $

83 713825 Video Hardware System. EA 2 $ $

83.5 713850 AI Preemption System with Verification Lamps.

EA 2 $ $

84 714000 Traffic Actuated 8 Phase Controller.

EA 2 $ $

85 714280 8 Phase Double Ring Controller Cabinet.

EA 2 $ $

86 716301 Internally Illuminated Sign. EA 8 $ $

87 716701 LED Roadway Luminaire. EA 8 $ $

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

Item No.

Spec.

No.

Description Unit Est.

Qty.

Bid Unit Price Bid Price

88 801000 Construction Staking by the Contractor.

LS 1 $ $

89 802000 Post Construction Plans. LS 1 $ $

90 Utility Coordination. LS 1 $ $

Material Testing Allowance.

ALLOW 1 $40,000.00 $40,000.00

TOTAL BID AMOUNT (Exclusive of New Mexico Gross Receipts Tax): $______________

B. Bidder acknowledges that:

1. each Bid Unit Price includes an amount considered by Bidder to be adequate to cover Contractor’s overhead and profit for each separately identified item, and

2. estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all Unit Price Work will be based on actual quantities, determined as provided in the Contract Documents.

ARTICLE 4—BASIS OF BID

4.01 Bidder shall complete the Work in accordance with the Contract Documents for the following prices:

Unit Prices have been computed in accordance with Paragraph 13.03 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.

4.02 This Contract will be awarded on the basis of the lowest responsive total Bid received from a responsible Bidder. If the lowest acceptable Bid exceeds available funds, the Owner retains the right to reject all Bids or negotiate a change of scope with the lowest responsive Bidder. Owner may only negotiate up to 10% higher than the budgeted project funds. Such negotiation shall not be allowed if the lowest Bid is more than 10% over the budgeted project funds. If a change of scope is negotiated and effected, it will be in the form of a formal Change Order to the Contract.

If these conditions are not satisfied, the Owner is required to reject all Bids and re-bid the project to comply with State procurement requirements.

4.03 This Contract includes two (2) preferences for the award of the Bid: (1) New Mexico Resident Contractor Preference and (2) Resident Veterans Preference Certification.

A. To receive a Resident Contractor preference pursuant to Section 13-4-2 NMSA 1978 or a Resident Veteran Contractor preference pursuant to Section 13-1-21 NMSA 1978, a Bidder shall submit with its Bid a copy of a valid Resident Contractor Certificate or Resident Veteran

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

Contractor Certificate issued by the Taxation and Revenue Department. In addition, if the Bidder is seeking the Resident Veteran Contractor preference, the Bidder shall submit with its Bid the Resident Veterans Preference Certification form.

B. For the purpose of awarding, the following shall apply:

1. A Bid submitted by a Resident Contractor shall be deemed to be five percent (5%) lower than the Bid actually submitted.

2. A Bid submitted by a Resident Veteran Contractor with annual revenues of up to Three Million Dollars ($3,000,000) in the preceding tax year shall be deemed to be ten percent (10%) lower than the Bid actually submitted.

3. A public body shall not award a Bidder both a Resident Contractor preference and a Resident Veteran Contractor preference.

4. When a Joint Bid is submitted by a combination of Resident Veteran and Resident or Nonresident Contractor, the preference shall be calculated in proportion to the percentage of the Contract, based on the dollar amount of the Bid provided under the Contract that will be performed by each business as specified in the Joint Bid.

For information on obtaining a Resident Contractor Certificate or Resident Veteran Certificate, the potential Bidder should contact the State of New Mexico Taxation and Revenue Department, P.O. Box 5373, Santa Fe, New Mexico 87502-5374, telephone (505) 827-0951, or on the web at http://www.tax.newmexico.gov/forms-and-publications/pages/recently-updated.aspx.

4.04 Gross receipts tax rates will be adjusted by the Contractor during the construction period to reflect the actual applicable rates issued by the New Mexico Taxation and Revenue Department.

ARTICLE 5—TIME OF COMPLETION

5.01 Bidder agrees that the Work will be substantially complete and will be completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement.

5.02 Bidder accepts the provisions of the Agreement as to liquidated damages.

ARTICLE 6—BIDDER’S ACKNOWLEDGEMENTS: ACCEPTANCE PERIOD, INSTRUCTIONS, AND RECEIPT OF

ADDENDA

6.01 Bid Acceptance Period

A. This Bid will remain subject to acceptance for 60 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner.

6.02 Instructions to Bidders

A. Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

6.03 Receipt of Addenda

A. Bidder hereby acknowledges receipt of the following Addenda:

Addendum Number Addendum Date

ARTICLE 7—BIDDER’S REPRESENTATIONS AND CERTIFICATIONS

7.01 Bidder’s Representations

A. In submitting this Bid, Bidder represents the following:

1. Bidder has examined and carefully studied the Bidding Documents, other related data identified in the Bidding Documents, including Addenda.

2. Bidder has visited the Site, conducted a thorough visual examination of the Site and adjacent areas, and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work.

3. Bidder is familiar and is satisfied with all Laws and Regulations that may affect cost, progress, and performance of the Work.

4. Bidder has carefully studied the reports of explorations and tests of subsurface conditions at or adjacent to the Site and the Drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Supplementary Conditions, with respect to the Technical Data in such reports and Drawings.

5. Bidder has carefully studied the reports and Drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site that have been identified in the Supplementary Conditions, with respect to Technical Data in such reports and Drawings.

6. Bidder has considered the information known to Bidder itself; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; and the Technical Data identified in the Supplementary Conditions or by definition, with respect to the effect of such information, observations, and Technical Data on (a) the cost, progress, and performance of the Work; (b) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, if selected as Contractor; and

(c) Bidder’s (Contractor’s) safety precautions and programs.

7. Based on the information and observations referred to in the preceding paragraph, Bidder agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract.

8. Bidder is aware of the general nature of Work to be performed by Owner and others at the Site that relates to the Work as indicated in the Bidding Documents.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

9. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and of discrepancies between Site conditions and the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor.

10. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work.

11. The submission of this Bid constitutes an incontrovertible representation by Bidder that without exception the Bid and all prices in the Bid are premised upon performing and furnishing the Work required by the Bidding Documents.

7.02 Bidder’s Certifications

A. The Bidder certifies the following:

1. This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation.

2. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid.

3. Bidder has not solicited or induced any individual or entity to refrain from Bidding.

4. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 8.02.A:

a. Corrupt practice means the offering, giving, receiving, or soliciting of anything of value likely to influence the action of a public official in the Bidding process.

b. Fraudulent practice means an intentional misrepresentation of facts made (a) to influence the Bidding process to the detriment of Owner, (b) to establish Bid Prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition.

c. Collusive practice means a scheme or arrangement between two or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish Bid Prices at artificial, non-competitive levels.

d. Coercive practice means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the Bidding process or affect the execution of the Contract.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

ARTICLE 8—BID SUBMITTAL

8.01 This Bid is submitted by:

If Bidder is:

An Individual

Name (typed or printed):

By:

(Individual’s signature)

Doing business as:

A Partnership

Partnership Name:

By:

(Signature of general partner -- attach evidence of authority to sign)

Name (typed or printed):

A Corporation

Corporation Name:

(SEAL)

State of Incorporation:

Type (General Business, Professional, Service, Limited Liability):

By:

(Signature -- attach evidence of authority to sign)

Name (typed or printed):

Title:

(CORPORATE SEAL)

Attest

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

A Joint Venture

Name of Joint Venture:

First Joint Venturer Name:

(Signature of first joint venture partner -- attach evidence of authority to sign)

Name (typed or printed):

Title:

Second Joint Venturer Name:

(Signature of second joint venture partner -- attach evidence of authority to sign)

Name (typed or printed):

Title:

(Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above.)

Bidder's Business Address:

Phone No.: _____________________________________ Fax No.:

E-mail:

SUBMITTED on: , 20___.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

8.02 Contractor License Information:

New Mexico Contractor’s License Number:

License Classifications:

New Mexico Department of Workforce Solutions Registration Number:

Federal Identification Number (FEIN #):

ARTICLE 9—PREFERENCES

9.01 Resident Contractor Preference:

Is Bidder claiming Resident Contractor Preference?

If Yes, provide a copy of your Resident Contractor Certificate issued by the Taxation and Revenue Department.

9.02 Resident Veteran Contractor Preference:

Is Bidder claiming Resident Veteran Contractor Preference?

If Yes, provide a copy of your Resident Veteran Contractor Certificate issued by the Taxation and Revenue Department.

Special Provision for

July 11, 2018

Rev. Feb. 3, 2023

Item No. 705001 Street Lighting System (Allowance)

DESCRIPTION

This work shall consist of items provided by Xcel to provide wiring, street light poles, luminaires, transformer base and associated hardware.

The Contractor is responsible for coordination with Xcel and providing and installing the following Pay items; PVC conduit, street light foundations, electrical pull boxes, and the Power Service Installation, along with an 8’ copper ground rod and other items and appurtenances required for a complete lighting system.

The pole will be a 30-foot tenon top steel pole with 8-foot steel arms. Bolt circle shall be a 12”. See detail in plans.

Contractor shall coordinate the construction of the concrete foundation with Xcel Energy to include the bolt pattern.

See Sheet 8-1 thru 8-6 of the Project Plans.

BASIS OF PAYMENT

Payment for Street Lighting Allowance will be made to the Contractor based upon invoices supplied by Xcel to the Contractor. Contractor will be allowed to include an additional 5% amount for handling, coordination or other fees associated with the invoicing of the work.

CLO191-11 Page 18 of 43

CLO191-11 LD-1

LIST OF DRAWINGS

PLAN SHEET

NO.

DESCRIPTION

1 SHEETS

1-1 COVERSHEET

1-2 VICINITY MAP AND PROJECT INTENT

1-3 INDEX OF SHEETS

1-4 GENERAL NOTES, LEGEND AND UTILITY OWNER INFORMATION

1-5 TO 1-5A SUMMARY OF QUANTITIES

2 SHEETS

2-1 EXISTING TYPICAL SECTIONS

2-2 PROPOSED TYPICAL SECTIONS

2-3 TO 2-12 DEMOLITION PLANS

2-13 TO 2-22 CURBING AND GEOMETRIC LAYOUT PLANS

2-23 PEDESTRIAN ACCESS RAMP NOTES AND DETECTIBLE WARNING SURFACE DETAILS

2-24 TO 2-28 PEDESTRIAN ACCESS RAMP DETAILS

2-29 TO 2-32 MISCELLANEOUS QUANTITY SCHEDULES

2-33 XCEL ENERGY POLE DETAILS (FOR INFORMATION ONLY)

3 SHEETS

3-0 HORIZONTAL ALIGNMENTS AND SURVEY CONTROL

3-1A PLAN & PROFILE GENERAL INFORMATION, LEGEND, AND CONSTRUCTION

& UTILITY BUILD NOTES

3-1 TO 3-10 PLAN & PROFILE SHEETS

4 SHEETS

4-1 TURNOUT DETAILS

4-2 TO 4-11 TURNOUT PLANS

4-12 TO 4-22 TURNOUT PROFILES

CLO191-11 LD-2

PLAN SHEET

NO.

DESCRIPTION

5 SHEETS NOT USED

6 SHEETS

6-1 TO 6-2 TEMPORARY TRAFFIC CONTROL GENERAL NOTES

(NM DOT STD DWG 702-01-1/5 & 2/5)

6-3 TEMPORARY TRAFFIC CONTROL GENERAL NOTES

6-4 TEMPORARY TRAFFIC CONTROL GENERAL NOTES PHASE I

6-5 TEMPORARY TRAFFIC CONTROL GENERAL NOTES PHASE II

7 SHEETS

7-1 PERMANENT SIGNING AND STRIPING GENERAL NOTES

7-2 TO 7-2B PERMANENT SIGNING & STRIPING SCHEDULES

7-3 TO 7-12 PERMANENT SIGNING AND STRIPING SHEETS

8 SHEETS

8-1 ROADWAY LIGHTING NOTES, QUANTITIES AND LEGEND

8-2 TO 8-6 ROADWAY LIGHTING PLANS

9 SHEETS

9-1 TO 9-2 TRAFFIC SIGNALIZATION GENERAL NOTES

9-3 TRAFFIC SIGNAL EQUIPMENT REQUIREMENTS

9-4 TRAFFIC SIGNAL INCIDENTAL ITEMS, ESTIMATED QUANTITIES AND LEGEND

9-5 TRAFFIC SIGNAL DEMOLITION 7TH ST. INTERSECTION

9-6 TRAFFIC SIGNAL PLAN 7TH ST. INTERSECTION

9-7 TO 9-9 CABLES AND CONDUITS MLK JR. / 7TH ST.

9-10 FUNCTION CHARTS MLK JR./7TH ST.

9-11 TRAFFIC SIGNAL PLAN SCHOOL CROSSING BEACONS

9-12 CABLES AND CONDUITS MLK JR. / CESAR CHAVEZ

9-13 TRAFFIC SIGNAL DEMOLITION 21ST ST. INTERSECTION

9-14 TRAFFIC SIGNAL PLAN 21ST ST. INTERSECTION

CLO191-11 LD-3

PLAN SHEET

NO.

DESCRIPTION

9-15 TO 9-17 CABLES AND CONDUITS MLK JR. / 21ST ST.

9-18 FUNCTION CHARTS MLK JR / 21ST ST.

9-19 METER PEDESTAL DETAIL DIAGRAM "B" W-BBS

10 SHEETS

10-1 TO 10-10 DRAINAGE & CHANNEL PLAN AND PROFILE SHEETS

10-11 DRAINAGE CHANNEL DETAILS

10-12 DRAINAGE PROFILES

10-13 DRAINAGE DETAILS RETAINING WALL AT 7TH ST/MLK SIGNAL RELOCATION

10-14 DRAINAGE DETAILS ASPEN STREET CROSSING INLET & OUTLET

10-15 DRAINAGE DETAILS CHARLOTTE STREET CROSSING INLET & OUTLET

10-16 DRAINAGE DETAILS CESAR CHAVEZ CROSSING INLET & OUTLET

10-17 DRAINAGE DETAILS CHURCH ACCESS CROSSING INLET & OUTLET

10-18 DRAINAGE DETAILS WESTGATE PLAZA CROSSING INLET & OUTLET

10-19 DRAINAGE DETAILS EXISTING 21ST STREET OUTLET

10-20 CITY OF ALBUQUERQUE STD DWG 2236

10-21 AMAFCA STANDARD DETAILS CHANNEL STRUCTURE DETAILS

10-22 AMAFCA STANDARD DETAILS RCP PIPE PENETRATION O DEG. SKEW

10-23 AMAFCA STANDARD DETAILS RCP PIPE PENETRATION 45 DEG. SKEW

11 SHEETS

11-1 UTILITY MAPPING GENERAL NOTES, LEGEND, CONSTRUCTION BUILD NOTE

INFORMATION AND UTILITY OWNER INFORMATION

11-2 TO 11-11 UTILITY MAPPING

CAMPAIGN CONTRIBUTION DISCLOSURE FORM

Pursuant to Chapter 81, Law� or 2006, any prospective contractor seek�ng to enter-into a contract with: any s�ate agency �1· local public body must file this form with that state agency or local public body. The_ prospective contractor must disclose whether they, a family member or a repr�sentative of the prospective contractor has made ·a campaign contribution to an applica�le public· official of the state or a locaj public body during the two years prior to the date on which the.contractor submits a proposal or, in the case of a sole source or small purch�� contract, the two years.prior to the date-the.cpmracto� signs the contract, if the aggregate total of contributions given by the prospec�ve contractor, a family member or a representative of the prospective contractor to the pub.lie official exceed_s-two )1\mdred _and fifty dollars ($250) over the two year period.

rHIS FORM MUST BE FILED B:Y ANY PROSPE<:;J:'IVE CONTRACTOR WHETHER OR

NOT THEY, TIIEIR FAMILY MEMBER, QR THEIR REPRESENTATIVE HAS MADE ANY

CONTRIB_UTIONS SUBJECT TO DISCLOSURE.

The following definitions apply:

"Applicable public official" means a person el��ed to an office or a person appointed to complete a term of an elected office, who has the authority to award or influence the award of the co�tract:for which the prospective contractor· is submitting a competitive sealed proposal or who has the authority to negotiate a sole source or small purcl1ase· contract that may be award�d without submission of a sealed competitive propo�al.

"Campaign Contribution" means � gift, subscription, loan, advance or deposit of mon�y or other thing of value, including the estimated _value of an in-kind contribution, that is m�de to or received by an applicable public officfatl or any person authorized to rais_�.

co1Jec-i or_ expend contributions on that _official's behalf for the purpose of electing :the_ official to ei�er �tatewjde·or focal office. ''C<}Jilpaign Contribution,, includes-the payment of a debt incurred in an ele�tion �paign, but-does not include the value of se�ices _provided wi�out �ompensation or uru;eim�w·sed travel or other p�r�o.� expe_ns_es ofindividuals who volunteer a portion or all of their time on behalf of a candidate orpolitic;al com�ittee, nor does it include tl?,e admi�1istra�ve o�· �plicitation expenses ofa politfcal coipmi#¢� that.� paid QY an o.rganlzatiori that sponsors the cornmitte�.

"Contract" means any agre�ment for the procurement of items of tangible per�onal property' services; profes_sion�l S�IVi�. or constrµction.

"Family member., means spouse, fathe_r, m9ther, child, father-in-law, moth�r-in-law, daughter-in-law or son-in-law.

"Pendency of the p�·ocurement process'; means the time period commencing with the

CLO191-11 Page 22 of 43

_:I' \ pu_blic no-tiq� of the request for proposals and ending with the award of the contract or the cancellation of the request fof proposals.

"Pers_on� me� 1µ1y corporation, paitnership, individual,joirit ventui"e, association pr �y other pdvate legal entity.

"Prospective contractor" means a person, who is subject to the competitive sealed propo� process set forth in the Ptocw:ement <;;ode ods not re_quired to submit.a competitive sealed proposal because that person qualifies for a sole soµrce or a ·small purchase contract.

"Repx:esentativ� of a prospective contractor'' means an _officer or director of a corporation, a merµbeC:6r manager ofa limited liability corporation, a partner of a.partnership.or a trustee of a ti:ust oftlic pf9spectiv� contracto�.

DISCLOSURE OF CONTRIBUTIONS:

Contribution Made By: _______________________ _

Relation to Prospective Contractor:

List of Applicable Public Officials: Mike Morris, Juan Garza, George Jones, Helen Casaus, David Bryant, Chris Bryant, Megan Palla, Lauren Rowley, Gene Porter

Name of Applicable Public Official: ___________________ _

Date Contribution(s) Made:

Amount(s) of Contribution(s): _____________________ _

Nature of Contribution(s): ______________________ _

(Attach extra pages if necessary)

Signature Date

Title (position)

-OR-

NO CONTRIBUTIONS IN THE AGGREGATE TOTAL OVER TWO HUNDRED FIFTY

DOLLARS (S250) WERE MADE to an applicable public official by me, a family member or representative.

Signature Date

Title (position)

SUMMARY OF QUANTITIES

Item Specfications Roadway Construction

Permanent Signing Construction

Engineering Signing

Item No Description Units Estimate Final Estimate Final Estimate Final Estimate Final

201000 Clearing and Grubbing LS LS

203000 Unclassified Excavation CY 13,500

203200 Unsuitable Material Excavation CY 50

207000 Subgrade Preparation SY 600

303000 Base Course Ton 13,400

306102 Lime Treated Subgrade 12" SY 24,250

407000 Asphalt Material for Tack Coat Ton 8

408100 Prime Coat Material Ton 46

423283 HMA SP-IV, Complete Ton 7,000

502030 Drilled Shaft Foundation 30" Diameter LF

502036 Drilled Shaft Foundation 36" Diameter LF

502042 Drilled Shaft Foundation 42" Diameter LF

511000 Structural Concrete Class A CY 3,050

511030 Structural Concrete Class AA CY 475

511060 Structural Concrete Class G CY

540060 Reinforcing Bars Grade 60 LB 300,000

570030 30" Culvert Pipe LF 200

570048 48" Culvert Pipe LF 120

570437 24" Storm Drain Culvert Pipe LF 305

601000 Removal of Structures and Obstructions LS LS

601110 Removal of Surfacing SY 24,450

603281 SWPPP Preparation and Maintenance (*) LS LS

607015 Braces/Corner Posts EA 55

607065 Vinyl Coated Chain Link Fence 5' LF 4,825

607199 Remove and Rebuild Fence LF 200

607495 Chain Link Gate, 12' Span x 5' Rise EA 12

608004 Concrete Sidewalk 4" SY 5,250

608106 Drive Pad 6" SY 1,875

609200 Header Curb LF 220

609444 Concrete Vertical Curb & Gutter B 8" x 24" LF 100

609488 Concrete Vertical Curb & Gutter D 8" x 18" LF 11,600

618000 Traffic Control Management LS LS

621000 Mobilization LS LS

&. 623311 Curb Drop Inlet Type 1-B, 0' to 4' EA 3

662400 Manhole Adjustment EA 14

663518 Ductile Iron Pipe - 18" LF 60

667110 Mailbox Installation - Single EA 1

701000 Panel Signs SF 550

Steel/Base Post for Aluminum Panel Signs

701100 LF 1,000

Signs

702610 Portable Changeable rvlessage Sign EA 3

702810 Traffic Control Devices for Construction LS LS

704000 Retroreflectorized Painted Markings 4" LF 12,600

704002 Retroreflectorized Painted Markings 6" LF 13,600

Hot Thermoplastic Pavement rvlarking

704715 EA 4

Combination (Thru and Right) Arrow

704718 Hot Thermoplastic Pavement rvlarking Left

EA 68

Arrow

Hot Thermoplastic Pavement rvlarking Word 704720

(Only)

EA 4

704732 Hot Thermoplastic Pavement rvlarking Bike

EA 46

Symbol (Bikeway)

CONTINUED ON SHEET 1-5A

Lighting Signalization Project Total

Estimate Final Estimate Final Estimate Final

LS

13,500

13,400

24,250

7,000

36 36

112 112.0

48 48.0

3,050

8.1 46.5 54.60

810 8,396 309,206

LS

24,450

LS

4,825

5,250

1,875

11,600

LS

LS

14.0

60.0

1.0

1,000

LS

12,600

13,600

MOI.ZENCORBIN

2701 Miles Road SE Albuquerque, New Mexico 87106

505 242 5700 office 505 242 0673 fax MolzenCorbin.com tiil.VJI. Q£ D.f1Il:J.Q£Q �'tM�tiI.. EEJJ.1tl/.i.1Ill::J:

THIS CONTRACT ALLOWS THE OWNER TO MAKE

PAYMENT WITHIN 45 DAY-5' AFTER SUBMISSION

OF AN UNDISPUTED REQUEST FOR PAYMENT

NUMERIC SCALE CONFIRMATION

DRAWINGS ARE DEPICTED AT INTENDED

� <:: ;.! H ," �� :r �� � r"' � N N 0 0 N N

NUMERIC SCALES

IF THIS BAR EQUALS ONE INCH

ii'.; "' r/J. � E-<

;:J Cl r

:::E ;:J r/J.

GJ GJ (fJ (fJ w w

_J _J 0 0 � � i'.5 i'.5 a::i cri � � iii � 0 � O w w z z "' Q � u � c2 � 0 0 U r/J.

I r/J.

E-< ffi :::E � � r/J. >-:::E � E-< Q 05 > .-:l 0 .-:l uua:i r

� 0 Cl E-< ;:J uu g E-<

Q

1-5 (REV)

SHEET

w ti w

6 "' a_

@ COPYRIGHT

CLO191-11 Page 25 of 43 Addendum No. 1 July 31, 2023

SUMMARY OF QUANTITIES

Item Specfications Roadway Construction

Permanent Signing Construction

Lighting Engineering Signing

Item No Description Units Estimate Final Estimate Final Estimate Final Estimate Final Estimate Final

705001 Street Lighting System ALLOW ALLOW

706130 Service Riser /Com bi nation\ EA 706230 Meter Pedestal /Combination\ EA 706240 Uninterrupted Power Suoplv /UPS\ EA 706350 Power Service Installation LS LS

& 706420 Liahtina Control Cabinet-Two Circuit EA 1 707010 Tvoe I Standard 10' EA 707226 Tvoe II Standard, Trombone Tvpe, 25' Arm EA 707325 Tvoe Ill Standard, 25' Arm EA 707330 Tvoe Ill Standard 30' Arm EA 707335 Tvoe Ill Standard 35' Arm EA 707340 Tvoe Ill Standard 40' Arm EA 707345 Tvoe Ill Standard 45' Arm EA 709020 Riaid Electrical Conduit 2" (Dia.) LF 3613 709030 Riqid Electrical Conduit 3" (Dia.) LF 710000 Electrical Pull Box /Standard) EA 9 710010 Electrical Pull Box (Larae) EA 710201 Remove and Reset Pull Box EA 711005 Multi Conductor Cable 5 LF 711007 Multi Conductor Cable 7 LF 711020 Multi Conductor Cable 20 LF 711102 Sinqle Conductor 2 LF 7271 711106 Sinale Conductor 6 LF 711108 Sinale Conductor 8 LF 3658 711110 Sinqle Conductor 10 LF 712011 1 Section Traffic Sianal Assemblv /LED\ EA 712031 3 Section Traffic Sianal Assemblv /LED\ EA 712051 5 Section Traffic Signal Assembly (LED) EA 712202 Pedestrian Countdown Sianal /LED\ EA 712330 3 Section Backolate EA 712350 5 Section Backolate EA 713025 Accessible Pedestrian Sianal Push Button EA 713511 Optical Detector, 1 Direction, 1 Channel EA 713600 Optical Detector Cable LF 713807 Video Cable LF 713810 Video Camera EA 713825 Video Hardware Svstem EA

& 713850 Al Preemption System with Verification Lamps EA 714000 Traffic Actuated 8 Phase Controller EA 714280 8 Phase Double Rinq Controller Cabinet EA 716301 Internally Illuminated Siqn EA 716701 LED Roadway Luminaire EA 801000 Construction Staking by the Contractor LS LS 802000 Post Construction Plans LS LS

Utility Relocation Allowance LS LS Material Testing Allowance Allow Allow

(*) Placement of Temporary Erosion Control Items are Incidental

Signalization Project Total

Estimate Final Estimate Final

ALLOW

1 1 2 2 2 2

LS LS

1 1 2 2 2 2 2 2 1 1 2 2 1 1

561 4,174 1,810 1,810

5 14 16 16 4 4

1 678 1 678 565 565

1,858 1,858 636 7 907

5 276 5 276 2 584 6 242 3 224 3 224

8 8 14 14

17 17 16 16 7 7 8 8

16 16 8 8

1,242 1,242 1 202 1 202

9 9 2 2 2 2 2 2 2 2 8 8 8 8

LS

LS

LS

Allow

MOI.ZENCORBIN

2701 Miles Road SE Albuquerque, New Mexico 87106

505 242 5700 office 505 242 0673 fax MolzenCorbin.com tiil.VJI. Q£ D.f1Il:J.Q£Q �'tM�tiI.. EEJJ.1tl/.i.1Ill::J:

THIS CONTRACT ALLOWS THE OWNER TO MAKE

PAYMENT WITHIN 45 DAY-5' AFTER SUBMISSION

OF AN UNDISPUTED REQUEST FOR PAYMENT

'i

N

"'1

NUMERIC SCALE CONFIRMATION

DRAWINGS ARE DEPICTED AT INTENDED

NUMERIC SCALES

IF THIS BAR EQUALS ONE INCH

ii'.; "' rr, E-<

;:J Cl J,i.

:::E ;:J rr, GJ GJ (fJ (fJ w w

_J _J 0 0 � � i'.5 i'.5 a::i cri � � iii � 0 � O w w z z "' Q � u � c2 � 0 0 U rr, I rr, E-< ffi :::E rr, >-:::E � E-< Q 05 > .-:l 0 .-:l u ua:i J,i.

� 0 Cl E-< ...... ;:J uu

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1-5A (REV)

SHEET

CLO191-11 Page 26 of 43 Addendum No. 1 July 31, 2023

DRAINAGE AND CHANNEL QUANTITIES l ITEM601110 -REMOVAL OF SURFACING ITEM NUMBER 511000 511030 540060 570437 570030 570048 623311 l 663518 1YPE & LOCATION LOCATION LT/RT EST. DEPTH AREA AREA MOI.ZENCORBIN STRUCTURAL 24"STORM (INCHES)

DESCRIPTION STRUCTURAL

CONCRETE,

REINFORCING

DRAIN CUL VERT

30" CULVERT 48" CULVERT CD! 1YPE 1-B, i�" DUCTILE

CONCRETE, CLASS A BARS GRADE 60 PIPE PIPE O' T04' RON PIPE STATION STATION (FOR INFO ONLY) (SF) S.Y.

CLASS AA PIPE 2701 Miles Road SE

STA I STA LOCATION C.Y. C.Y. LBS. L.F. L.F. L.F. E.A. I; L.F. BITUMINOUS 5 Albuquerque, New Mexico 87106

CHANNEL LINING MLK 102+10.24 154+57.30 LT/RT 188,177 .00 20,908.56 505 242 5700 office

CHANNEL #1 LT/RT 204 18,648 "'---..

505 242 0673 fax

------- SIDE STREETS MolzenCorbin.com

CHANNEL #2 LT/RT 475 50,977

ASPEN ST LT 82.00 9.11

CHARLOTTE ST LT 1,200.00 133.33

CHANNEL #3 LT/RT 508 48,591 ELM ST RT 548.00 60.89

HERB ST RT 675.00 75.00

tiil.VJI. Q£ D.f1Il:J.Q£Q �'tM�tiI.. EEJJ.1tl/.i.1Il/i:

CHANNEL #4 LT/RT 479 38,384 GARY ST RT 657.00 73.00 THIS CONTRACT ALLOWS THE OWNER TO MAKE

CESAR CHAVE2 LT 1469.00 163.22 PAYMENT WITHIN 45 DAY-5' AFTER SUBMISSION

OF AN UNDISPUTED REQUEST FOR PAYMENT

CHANNEL #5 LT/RT 940 78,540 DEBRA ST RT 616.00 68.44

PURDUE AVE RT 668.00 74.22

CHANNEL #6 LT/RT 442 20,252 WESTGATE PLAZA LT 1556.00 172.89

NUMERIC SCALE CONFIRMATION

SIDEWALK CULVERTS TURNOUTS 107+24.00 RT 194.00 21.56 DRAWINGS ARE DEPICTED AT INTENDED

105+47 LT 7 108+88.00 RT 301.00 33.44 NUMERIC SCALES

105+76.8 LT 7 11o+45.00 RT 228.00 25.33 IF THIS BAR EQUALS ONE INCH

106+22 LT 7 118+04.00 RT 187.00 20.78

108+31.54 LT 14 121+10.00 RT 975.00 108.33

114+20 LT 7 121+93.00 RT 1008.00 112.00

114+40 LT 7 12!}+68.00 RT 126.00 14.00

114+60 LT 7 141+47.00 RT 95.00 10.56

114+80 LT 7

115+00 LT 7 CONCRETE DRIVE PADS/PCCP ASPEN ST LT 6 728.00 80.89

115+20 LT 7 (INCLUDING VALLEY GUTTERS) 108+88.00 RT 433.00 48.11

120+40 LT 14 110+45.00 RT 318.00 35.33

124+00 LT 28 ELM ST RT 221.00 24.56

130+40 LT 7 HERB ST RT 439.00 48.78

131+20 LT 7 GARY ST RT 459.00 51.00 132+20 LT 7

133+20 LT 7 121+10.00 RT 259.00 28.78

134+20 LT 7 122+07.00 RT 176.00 19.56

139+20 LT 7 122+65.00 RT 634.00 70.44

140+20 LT 7 123+35.00 RT 579.00 64.33 �

141+20 LT 7 124+34.00 RT 547.00 60.78 �

142+20 LT 7 125+00.00 RT 267.00 29.67

��143+20 LT 7 125+65.00 RT 267.00 29.67 - "'

144+20 LT 7 126+03.00 127+62.00 RT 2753.00 305.89

�r i GJ GJ (fJ (fJ

N w w 0

145+20 LT 7 DEBRA ST RT 438.00 48.67 :;, '" _J _J

0 0 N

147+60 LT 7 129+68.00 RT 164.00 18.22 �� 0 � � i'.5 i'.5 w z

147+80 LT 7 129+75.00 LT 1653.00 183.67 _J

o:i o:i � � �� u

148+00 LT 7 135+58.00 RT 2502.00 278.00 �

148+20 LT 7 141+47.00 RT 136.00 15.11 ...,

148+38.3 LT 7 PURDUE AVE RT 466.00 51.78 � � w w CANTILEVER RETAINING WALLS 144+72.00 154+57.00 RT 7086.00 787.33 � :,.

7TH S TIMLK AT SIGNAL RELOCA TlON 11 840 � :::, iii iii z iii c:;

ASPEN ST OUTLET 5 420

ti

0 0 z ti ASPEN ST INLET 7 537'

SUB-TOTAL 24,365.22 w w w w z z "' w

CHARLOTTE ST OUTLET 15 1,200 PROJECT USE 24,450.00 <El �

CJ

u

3 3 ui w CHARLOTTE ST INLET 14 1,110 REMOVAL OF SURFACING (VOLUME TO BE DEDUCTED FROM UNCLASSIFIED EXCAVATION) ii'.; "' w I "' "'

CESAR CHAVEZ OUTLET 13 1,000 "' [L 0 0 u [L [L

CESAR CHAVEZ INLET 12 1,000 BITUMINOUS (EST 5" DEPTH) 3095.00

CHURCH ACCESS OUTLET 9 750 CONCRETE DRIVE PADSIPCCP (INCL VALLEY GUTTERS) (EST 6" DEPTH) 390.00

CHURCH ACCESS INLET 11 840 TOTAL REDUCTION FROM UNCLASSIFIED EXCAVATION= 3485.00

WESTGATE OUTLET 7 532 PROJECT USE 3500 -

WESTGATE INLET 5 450 -

EXISTING 21ST ST OUTLET 9 750 �

rr, HEADWALLS �CHARLOTTE ST OUTLET 10 900

CHARLOTTE ST INLET 10 900 �

CESAR CHAVEZ OUTLET 10 900 I

CESAR CHAVEZ INLET 10 900

rr, rr, WESTGATE OUTLET 4 350 E-< � ffi WESTGATE INLET 4 350 ...:l

WINGWALLS Q :::E

CHARLOTTE ST OUTLET 4 350 � �CHP.RLOTTE ST INLET 4 350 �CESAR CHAVE2 OUTLET 4 350 u � CESAR CHAVEZ INLET 4 350 rr, EXISTING 21ST ST OUTLET 4 350

� rr, >-,:::E CONCRETE BOX CULVERTS (INCLUDING HEADWALLS & WINGWALLS) f-, � f-, - -

5ASPEN ST I I 150.0 23,800 f-, Q 0

CHURCH ACCESS I I 125.0 2,550

> ...:l

I I ...:l u 0 STORM DRAIN INSTALLATIONS a:i µ., u

CDI #1 TO CHANNEL #1 I I 2 54.0 Cl � 0

CD! #3 TO CHANNEL #2 I I 61 1

>-, CULVERT EXTENSIONS & REPLACEMENTS rr, ..., CHARLOTTE ST I I 57 � Cl f-, �0

CESAR CHAVEZ I I 57

u u

WESTGATE PLAZA I I 195 �

SUB-TOTAL 3,048 461 297,215 299 195 114 3 54.0 �PROJECT USE 3050 475 300,000 305 200 120 3 60 �

...:l � ...:l �� f-, u g rr, :::E f-, Q

2-30(REV)

SHEET

CLO191-11 Page 27 of 43 Addendum No. 1 July 31, 2023

GENERAL CONSTRUCTION NOTES

(TYPICAL ALL SHEETS}

1. SEE SHEET 3-0 FOR HORIZONTAL ALIGNMENT

DATA AND SURVEY CONTROL INFORMATION.

2. SEE CURBING AND GEOMETRIC LAYOUT PLANS FOR

LAYOUT INFORMATION.

3. SEE DEMOLITION PLANS FOR REMOVAL INFORMATION.

4. SEE 4 SHEETS FOR SIDE STREET AND TURNOUT

INFORMATION.

5. SEE 7 SHEETS FOR PERMANENT SIGNING & STRIPING,

AND SIGN REPLACEMENTS, REMOVALS & RELOCATIONS.

6. SEE 8 SHEETS FOR LIGHTING IMPROVEMENTS.

7. SEE 9 SHEETS FOR TRAFFIC SIGNAL IMPROVEMENTS.

8. SEE 10 SHEETS FOR DRAINAGE IMPROVEMENTS.

9. SEE 11 SHEETS FOR ADDITIONAL UTILITY INFORMATION

LEGEND (TYPICAL ALL SHEETS)

rn�1§

NEW ROADWAY PAVEMENT

(SEE TYPICAL SECTIONS,

SHEET2-1)

NEW CONCRETE DRIVE PAD

(SEE TURNOUT PLANS)

PAVED TURNOUT OR SIDE STREET

(SEE TURNOUT PLANS)

NEW CONCRETE SIDEWALK 4"

PEDESTRIAN ACCESS RAMP AT TURNOUTS

(SEE SHEET 4-1)

PEDESTRIAN ACCESS RAMP

(SEE PEDESTRIAN ACCESS RAMP DETAILS)

PAVED SIDEWALK BUFFER

(SEE SHEET 2-2 FOR DETAILS)

IT]

CONSTRUCTION BUILD KEY NOTES

(TYPICAL ALL SHEETS)

BUILD NEW ROADWAY PAVEMENT AND BASE COURSE.

SEE STRUCTURAL PAVEMENT SECTION :4 ' AND

TYPICAL SECTIONS, SHEET 2-2.

BUILD CONCRETE SIDEWALK 4"

BUILD VERTICAL CONCRETE CURB AND GUTTER D

8" X 18" (8" REVEAL}, SEE MODIFIED TYPED DETAIL, SHEET 2-2.

BUILD VERTICAL CONCRETE CURB AND GUTTER B 8" X 24".

BUILD SIDE STREET OR TURNOUT. SEE 4 SHEETS.

BUILD PEDESTRIAN ACCESS RAMP. SEE PEDESTRIAN

ACCESS RAMP DETAILS (2 SHEETS}

BUILD PEDESTRIAN ACCESS RAMP AT TURNOUT.

SEE SHEET 4-1.

REMOVE AND SALVAGE, TO OWNER, EXISTING

SCHOOL FLASHER ASSEMBLY.

BUILD CONCRETE HEADER CURB.

(NOT ASSOCIATED WITH PEDESTRIAN ACCESS RAMP

CONSTRUCT/ON)

BUILD 10' WIDE MAINTENANCE ACCESS DRIVE PAD WITH

PEDESTRIAN ACCESS RAMPS, AND BLACK VINYL COATED

12' SPAN X 4' RISE CHAIN LINK FENCE DOUBLE GATE.

SEE DETAILS, SHEETS 2-2 & 4-1.

RELOCATE EXISTING MAILBOX PAID UNDER ITEM 667110.

BUILD CONCRETE HEADER CURB AT BACK OF SIDEWALK.

SEE DETAILS, SHEET 2-2.

DRAINAGE IMPROVEMENTS. SEE 10 SHEETS

'\ [ii] BUILD BLACK VINYL GOA TED CHAIN LINK FENCE, 5'.

PLACED AT CENTER OF PROPOSED CONCRETE SILL WALLS,

CANTILEVER RETAINING WALLS, HEADWALLS,OR WINGWALLS

IN SIDEWALK LOCATIONS. (SEE DETAIL CONCRETE SILL WALL

M.OfJ.IFI.CATIONSATf{=NCE POST LOCATIONS SHEET2-2)~ 1

� -BUILD CONCRETE HEADER CURB 6" WIDE X B" Rt:.VEAL �

MONOLITHIC AND PINNED WITH TOP OF CBC, ALIGNED

WITH FACE OF VERTICAL CONCRETE CURB AND GUTTER D.

� BUILD 4' WIDE ISLAND WITH CONCRETE HEADER CURB

(8" REVEAL) AND CONCRETE SIDEWALK 4" (SEE SHEET 4-6

FOR ADDITIONAL INFORMATION.)

[!Ej BUILD 1 112" THICK HMA SP-IV AT SIDEWALK BUFFER.

SEE DETAILS, SHEET 2-2.

UTILITY ADJUSTMENTS AND RELOCATIONS

(TYPICAL ALL SHEETS}

ADJUST SAS MANHOLE COVER AND FRAME TO…