GBOM Roswell Market Place Walk identified as Cultural Plaza - Addendum 2.pdf

Pland Co l l aborat ive , 5 15 Broadway , Lubbock , TX 79401

PHONE 505.268.2266 p landco l l ab .com

ADDENDUM #2 TRANSMITTAL

To: Ana Nieto From: Jeff Stuart

Chaves County

Date: 10/11/2024

Re: GBOM: Market Place Walk identified as

Cultural Plaza

CC: Alex

Palomino

Urgent For Review Please Comment Please Reply As Requested

Various sheets are amended herein. These items replace original items previously issued or are to be added to the Bidding and Construction Documents as indicated. Bidders are required to acknowledge receipt of this addendum. Failure to acknowledge all addenda may cause the bid to be considered not responsive to the invitation, which would require rejection of the Bid. The Contract Documents for solicitation of Bids for the construction of the project are hereby changed as follows:

Drawing Sheets: Project Manual:

LS509: Detail A4 Bid Proposal: Addition of item 48

Thank you, Jeff Stuart

Pland Collaborative

Bid Proposal BP-1 09-15-24

Unit Price Bid Proposal

Project Name: Roswell Market Place Walk identified as Cultural Plaza

To Chaves County (hereinafter called "Owner"):

1. The undersigned (hereinafter called "Bidder") in compliance with your invitation for bids for the construction of the above-referenced Project, having carefully examined the Contract Documents and the sites of the proposed Work, and being familiar with all of the conditions surrounding the construction of the proposed Project including the availability of materials and labor, hereby proposes to furnish all labor, materials and supplies, and to construct the Project in accordance with the Contract Documents, within the time set forth herein, and at the unit prices stated below plus New Mexico Gross Receipts Tax (NMGRT). These unit prices plus NMGRT are to cover all expenses incurred in performing the Work required under the Contract Documents of which this Bid Proposal is a part. Quantities shown in this Unit Price Bid Proposal and in Alternates, if any, are estimated and actual payment will be made on the basis of confirmed quantities as constructed.

All TOTAL amounts of the Base Bid (and Alternates, if any) shall be shown in both words and figures. In case of discrepancies, the amount shown in words will govern.

2. Base Bid - Unit Prices – Begin on next page

Bid Proposal BP-2 09-15-24

Bid Item #

BASE BID - Item Description Estimated Quantity

Unit Unit Price

Amount

Mobilization/Demobilization, SWPPP, P&P Bonds, Permits & General Requirements

1 LS $ $

2 Site preparation 51,000 SF $ $

Remove and dispose of existing light pole and overhead wire

1 LS $ $

Remove and dispose of existing trees and grind stump to a depth of 18”

2 EA $ $

5 Layout and staking, complete 1 LS $ $

6 Earthwork and grading, complete. 1 LS $ $

Provide and install all electrical improvements per plans & details, complete, in place

1 LS $ $

Provide and install irrigation system per plans & details, complete, in place

1 LS $ $

Provide and install concrete pavers on sand (ref

B3/LS501)

7,940 SF $ $

Construct 4” thick gray concrete pavement with control joints and expansion, complete, in place (ref

A5/LS501)

25,358 SF $ $

Fine grade, provide, and install stabilized crusher fines, 4” depth (ref A3/LS501)

2,560 SF $ $

Construct 8”x18” concrete header curb (ref

B4/LS501)

320 LF $ $

Construct 8”x18” concrete maintenance curb at fence in landscape bed (ref B4/LS501)

32 LF $ $

14 Construct 24” concrete curb and gutter (ref civil) 194 LF $ $

15 Construct concrete curb ramp (ref civil) 1 EA $ $

Construct concrete ramp at playground (ref

B4/LS506)

1 EA $ $

Construct CMU block wall (type1 & 2) (ref A3/LS502 cond A)

395 LF $ $

Construct CMU block stage wall (type 3) (ref A3/LS502 cond B)

48 LF $ $

19 Construct 8’ tall ornamental fence (ref A3/LS503) 396 LF $ $

Construct 8’ wide ornamental gate (type1) (ref

B3/LS503)

1 EA $ $

Construct 10’ wide double ornamental gate (type 2) (ref B2/LS503)

1 EA $ $

Construct 8’x25’ ornamental swing gate (type 3) (ref

A2/LS504)

1 EA $ $

Construct 8’x20’ ornamental sliding gate (type 4) (ref

A1/LS505)

1 EA $ $

Construct 4’ wide ornamental panic gate (type 5) (ref

A1/LS503)

2 EA $ $

25 Construct steel gate holder (ref A1/LS504) 1 EA $ $

26 Construct water tower, complete in place (ref LS509) 1 LS $ $

Install all incidental rough-in plumbing and electrical connections for owner provided restroom building

1 LS $ $

Construct and test building pad for owner provided restroom per plans and specifications by building supplier

1 LS $ $

29 Coordinate installation of owner provided restroom 1 LS $ $

Bid Proposal BP-3 09-15-24

BASE BID - Item Description

Estimated Quantity

Unit Unit Price Amount

Provide and construct 18’x32’ monoslope shade structure (ref LS510)

3 EA $ $

Provide and construct 30’x70’ vented gable structure (ref LS510)

1 EA $ $

Provide and construct shade structure at stage (ref LS508)

1 LS $ $

Provide and construct stage and associated concrete footings (ref LS508)

1 LS $ $

Construct 12” wide concrete planter wall (ref

B3/LS507)

97 LF $ $

Construct concrete ramp with handrails and turndown edge (ref A2/LS507)

1 LS $ $

Construct concrete seating at stage (ref

C4/LS508)

1 LS $ $

Construct concrete steps with handrails (ref

A1/LS507)

1 LS $ $

38 Install owner provided bench 13 EA $ $

39 Install owner provided picnic tables 14 EA $ $

40 Install owner provided trash receptacle 6 EA $ $

Provide and install engineered wood fiber mulch (ref A4/LS506)

1,604 SF $ $

42 Provide and construct trench drain (ref civil) 84 LF $ $

43 Provide and install 2” caliper tree 11 EA $ $

44 Provide and install 2.5” caliper tree 20 EA $ $

45 Provide and install 5 gallon shrub 49 EA $ $

Fine grade, provide and install 1”-1.5” gravel mulch over filter fabric (ref B3/LP501)

3,569 SF $ $

47 Fine grade, provide and install turfgrass sod 7,475 SF $ $

Coordination and permitting fees for work within the railroad ride-of-way

1 EA $ $

ALTERNATES - Item Description

Estimated Quantity

Unit Unit Price Amount

ALT 1

Provide and construct playground equipment, complete in place

1 LS $ $

ATL 2 Provide and install game area furnishings 1 LS $ $

ALT 3

Provide and construct 18’x32’ monoslope shade structure with associated security lighting

3 EA $ $

2.1 Base Bid – Subtotal of Bid Items No. 1 through 47 $____________

a) Allowances:

Testing $ 20,000.00

Bid Proposal BP-4 09-15-24

Total Allowances: $ 20,000.00

b) Subtotal – Line a) Base Bid subtotal plus Line b) Allowances: $ ____________

c) New Mexico Gross Receipts Tax (NMGRT) on amount on Line c) Subtotal at 7.8958%: $____________

d) BASE BID TOTAL – Line b) Subtotal plus Line c) NMGRT: $____________

________________________________________________________________ Dollars (Base Bid Total amount written in words)

2.2 Alternates. In addition to submitting a Base Bid, the bidder shall bid on all alternates, and all such amounts shall be considered as additional amounts to the Base Bid.

Alternate No. 1: Provide and install playground equipment, complete, in place.

Add an amount determined as follows:

a) Alternate No. 1 Subtotal $____________

b) NMGRT at 7.8958% $____________

c) Alternate No. 1 Total $____________

Alternate No. 1 Subtotal Line a) plus NMGRT Line b)

(Alternate No. 1 Total amount written in words)

Alternate No. 2: Provide and install game area furnishings.

a) Alternate No. 2 Subtotal $____________

c) Alternate No. 2 Total $____________

Alternate No. 2 Subtotal Line a) plus NMGRT Line b)

Bid Proposal BP-5 09-10-24

(Alternate No. 2 Total amount written in words)

Alternate No. 3: Provide and construct three (3) 18’x32’ monoslope shade structures and install associated security lighting.

a) Alternate No. 3 Subtotal $____________

c) Alternate No. 3 Total $____________

Alternate No. 3 Subtotal Line a) plus NMGRT Line b)

(Alternate No. 3 Total amount written in words)

3. Addenda: The Bidder acknowledges receipt of the following Addenda:

Addendum No._____ Date_________ Addendum No._____ Date_________ Addendum No._____ Date_________ Addendum No._____ Date_________

4. The Bidder agrees that this Bid Proposal may not be withdrawn for a period of sixty (60) calendar days after the scheduled closing time for receipt of bids.

5. If the Contract is to be awarded, the Owner will give the apparent successful

Bidder a Notice of Award within thirty (30) days after the scheduled closing time for receipt of bids.

6. Within ten (10) days of Bidder’s receipt of Notice of Award, Bidder will execute and deliver the formal Contract Documents together with Performance Bond, Labor and Material Payment Bond, and Certificates of Insurance as required herein.

7. The attached Bid Security is to become the property of the Owner, in the event the

Agreement and bonds are not executed within the time specified in this Bid Proposal, as liquidated damages for the delay and additional expenses caused the Owner.

8. Bidder hereby agrees to commence Work under this Contract in accordance with the Notice to Proceed from the Owner and to achieve Substantial Completion of the Project as provided in the Contract Documents within 255 consecutive

Bid Proposal BP-6 09-10-24 calendar days after the date Contract Time begins as provided in the Contract Documents.

In addition, Bidder agrees to complete or correct all punch list items attached to the Certificate of Substantial Completion within 30 consecutive calendar days following the date of Substantial Completion.

As provided in the Special Provisions, Bidder further agrees to pay as liquidated damages the amount of $250.00 for each consecutive calendar day beyond the agreed time that Substantial Completion is not achieved and $250.00 for each consecutive calendar day beyond the agreed time that all punch list items are not completed or corrected.

9. The undersigned, as Bidder, hereby declares that the only persons or firms interested in the Bid Proposal as principal or principals is or are named herein and that no other persons or firms than herein mentioned have any interest in this Bid Proposal or in the Contract to be entered into; that this Bid Proposal is made without collusion with any person, company, or parties making a bid or proposal;

and that it is in all respects fair and in good faith without collusion or fraud.

10. Affirmative Action/Equal Employment Opportunity and Nondiscrimination:

The Bidder hereby agrees if awarded the Contract, to comply with the Affirmative Action/Equal Employment Opportunity and Nondiscrimination requirements of the Special Provisions and to submit all information and reports required therein.

11. If requested, by the Owner, the Bidder agrees to furnish to the Owner all information and data necessary for the Owner to determine the ability of the Bidder to perform the Work.

This Bid Proposal is hereby respectfully submitted by:

Company Name of Bidder NM Contractor's License No.

Signature License Classification(s) Printed Name NM Resident Contractor Number Title NM Dept. of Workforce Solutions Registration No.

Address: ___________________________________ Date Telephone Number FAX Number E-Mail Address

JS JS

GF

LS509

CONSTRUCTION

DETAILS

C2 WATER TANK ATTACHMENT

A2

WATER TOWER DECK PLAN

A4

WATER TOWER

B2

WATER TOWER BASEPLATE

ROSWELL

CULTURAL PLAZA

JUNE 14, 2024

23103

23103

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1. GALVANIZED METAL CISTERN - 8'-11" DIAMETER. GALVANIZED METAL CISTERN - 8'-11" DIAMETER. 2. HSS 2"x8"x1/4" STEEL TUBE RIM JOIST, MITER CORNERS. HSS 2"x8"x1/4" STEEL TUBE RIM JOIST, MITER CORNERS. 3. HSS 2"x6"x1/4" STEEL TUBE JOIST, SPACING AS SHOWN. HSS 2"x6"x1/4" STEEL TUBE JOIST, SPACING AS SHOWN. 4. 1 1/2"x 3/16" WELDED STEEL RECTANGULAR BAR GRATING AS AVAILABLE FROM 1 1/2"x 3/16" WELDED STEEL RECTANGULAR BAR GRATING AS AVAILABLE FROM McNICHOLS, CONTACT: 877-969-1948, MODEL: GW-150 OR APPROVED EQUAL. 5. 4"X4"X1/4" TANK ATTACHMENT BRACKET SPANNING BETWEEN STEEL JOISTS 4"X4"X1/4" TANK ATTACHMENT BRACKET SPANNING BETWEEN STEEL JOISTS 6. (8) A325 GALVANIZED 1/2" DIAMETER BOLTS. BOLTS SHALL BE TACK WELDED TO (8) A325 GALVANIZED 1/2" DIAMETER BOLTS. BOLTS SHALL BE TACK WELDED TO NUTS IN ORDER TO PREVENT LOOSENING DUE TO WIND VIBRATIONS.

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1. HSS 6X6X1/4" SQ. TUBE STEEL LEG. HSS 6X6X1/4" SQ. TUBE STEEL LEG. 2. FOOT PRINT OF GALVANIZED METAL FOOT PRINT OF GALVANIZED METAL CISTERN - 8'-11" DIAMETER. 3. HSS 8"x2"x1/4"" STEEL TUBE RIM HSS 8"x2"x1/4"" STEEL TUBE RIM JOIST, MITER CORNERS. 4. HSS 6"x2"x1/4" STEEL TUBE JOIST, HSS 6"x2"x1/4" STEEL TUBE JOIST, SPACING AS SHOWN. 5. 1 1/2"x 3/16" WELDED STEEL 1 1/2"x 3/16" WELDED STEEL RECTANGULAR BAR GRATING AS AVAILABLE FROM McNICHOLS, CONTACT: 877-969-1948, MODEL: GW-150 OR APPROVED EQUAL. 6. HSS 6"x2"x1/4" STEEL TUBE HSS 6"x2"x1/4" STEEL TUBE BLOCKING. 7. MITER CUT TOP OF STEEL LEGS AND MITER CUT TOP OF STEEL LEGS AND WELD 2 SIDES TO WATER TOWER DECK TUBE STEEL JOIST AND TUBE STEEL BLOCKING. 8. 4"X4"X1/4" TANK ATTACHMENT 4"X4"X1/4" TANK ATTACHMENT BRACKET REF. DETAIL C2/LS509

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AutoCAD SHX Text A. REFER TO SHEET LS509 FOR SPECIFIED EQUIPMENT AND MECHANICAL DETAILS. REFER TO SHEET LS509 FOR SPECIFIED EQUIPMENT AND MECHANICAL DETAILS. B. ALL TOWER ELEMENTS AND EXPOSED PIPING SHALL HAVE (1) COAT OF PRIMER & ALL TOWER ELEMENTS AND EXPOSED PIPING SHALL HAVE (1) COAT OF PRIMER & (2) COATS OF EXTERIOR GRADE SEMI-GLOSS PAINT, COLOR SHALL BE RAL 7015 'SLATE GRAY'. CONTRACTOR SHALL SUBMIT COLOR/FINISH SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO FABRICATION.

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1. HSS 6X6X1/4" SQ. TUBE STEEL LEG. HSS 6X6X1/4" SQ. TUBE STEEL LEG. 2. HSS 4X2X3/16". TUBE STEEL SUPPORT. HSS 4X2X3/16". TUBE STEEL SUPPORT. 3. RAINFLO MODEL #902 GALVANIZED METAL CISTERN AS AVAILABLE FROM RAINHARVEST SYSTEMS, LLC. RAINFLO MODEL #902 GALVANIZED METAL CISTERN AS AVAILABLE FROM RAINHARVEST SYSTEMS, LLC. (770)889-2533, OR APPROVED EQUAL. 4. HSS 8X2X1/4" STEEL TUBE RIM JOIST. HSS 8X2X1/4" STEEL TUBE RIM JOIST. 5. HSS 6X2X1/4" STEEL TUBE JOIST. HSS 6X2X1/4" STEEL TUBE JOIST. 6. 1 1/2"x 3/16" WELDED STEEL RECTANGULAR BAR GRATING AS AVAILABLE FROM McNICHOLS, CONTACT: 1 1/2"x 3/16" WELDED STEEL RECTANGULAR BAR GRATING AS AVAILABLE FROM McNICHOLS, CONTACT: 877-969-1948, MODEL: GW-150 OR APPROVED EQUAL. 7. SURFACE MOUNTED FLOOD LIGHT, SEE ELECTRICAL PLANS. SURFACE MOUNTED FLOOD LIGHT, SEE ELECTRICAL PLANS. 8. 3/4" THICK STEEL BASE PLATE WITH COVER 3/4" THICK STEEL BASE PLATE WITH COVER 9. (2) PAINTED LOGOS, ONE ON EACH OPPOSING SIDE OF CISTERN. LOGO TO BE PROVIDED BY THE (2) PAINTED LOGOS, ONE ON EACH OPPOSING SIDE OF CISTERN. LOGO TO BE PROVIDED BY THE COUNTY. 10. 3000 PSI CONCRETE FOOTING. 3000 PSI CONCRETE FOOTING. 11. (6) #5 REBAR. EACH WAY-TOP & BOTTOM. (6) #5 REBAR. EACH WAY-TOP & BOTTOM. 12. HSS 4X2X3/16" SQ. TUBE STEEL SUPPORT FOR LIGHT FIXTURE MOUNTING.HSS 4X2X3/16" SQ. TUBE STEEL SUPPORT FOR LIGHT FIXTURE MOUNTING.

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AutoCAD SHX Text A. ALL TOWER ELEMENTS AND EXPOSED PIPING SHALL HAVE (1) COAT OF RED OXIDE PRIMER AND (2) COATS ALL TOWER ELEMENTS AND EXPOSED PIPING SHALL HAVE (1) COAT OF RED OXIDE PRIMER AND (2) COATS OF EXTERIOR GRADE SEMI-GLOSS PAINT, COLOR SHALL BE RAL 7015 'SLATE GRAY'. CONTRACTOR SHALL SUBMIT COLOR/FINISH SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO FABRICATION.

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1. 14" SQUARE x 3/4" THICK STEEL PLATE. 14" SQUARE x 3/4" THICK STEEL PLATE. 2. 6" SQUARE x .250" STEEL TUBE LEG. 6" SQUARE x .250" STEEL TUBE LEG. 3. 1-1/8" DIA. BOLT HOLE. 1-1/8" DIA. BOLT HOLE. 4. (4) 1" DIAMETER X 18" ANCHOR BOLTS PER LEG.(4) 1" DIAMETER X 18" ANCHOR BOLTS PER LEG.

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AutoCAD SHX Text A. BASE PLATES TO BE FINISHED WITH 2-PIECE METAL POLE BASE COVERS, MODEL BASE PLATES TO BE FINISHED WITH 2-PIECE METAL POLE BASE COVERS, MODEL EFSQ136BR AS AVAILABLE FROM POLE BASE COVERS, (888)364-8802, OR APPROVED EQUAL. PAINT TO MATCH. B. ALL TOWER ELEMENTS AND EXPOSED PIPING SHALL BE FINISHED WITH (1) COAT OF ALL TOWER ELEMENTS AND EXPOSED PIPING SHALL BE FINISHED WITH (1) COAT OF RED OXIDE PRIMER & (2) COATS OF EXTERIOR GRADE SEMI-GLOSS PAINT, COLOR SHALL BE RAL 7015 'SLATE GRAY'. CONTRACTOR SHALL SUBMIT COLOR/FINISH SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO FABRICATION.

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