Addendum No_ 1 Travis Alley Improvement Proje.pdf

CITY OF FAYETTEVILLE, GEORGIA

TRAVIS ALLEY IMPROVEMENTS

PROJECT SITES:

LAND LOTS 123, 5TH DISTRICT

CITY OF FAYETTEVILLE, GA

ADDENDUM NO. 1

DECEMBER 21, 2023

ALL BIDDERS FOR THE REFERENCED PROJECT ARE REQUIRED TO MAKE THE CHANGES BELOW

TO THE EXISTING CONTRACT DOCUMENTS OBTAINED FROM THE CITY OF FAYETTEVILLE FOR

BIDDING PURPOSES:

ITEM NO. 1: RESPONSE TO WRITTEN QUESTIONS RECEIVED PRIOR TO THE DECEMBER 21, 2023

AT 12:00 PM DEADLINE ESTABLISHED IN THE CONTRACT DOCUMENTS:

• QUESTION:

o Would you please provide details drawing and/or specifications of item #14, City of Fayetteville required storm water quality device?

• RESPONSE:

o Details for the “Hydro International” water quality device can be found on page C10.0 of the contract drawings.

o Would you please provide details drawing and/or specifications of item #38, Commercial Breathable Shade Sail?

• RESPONSE:

o Sunbrella Shade Commercial Fabric, SKU 6004-0000 is recommended by the Architect;

this item can be found at https://commercial.sunbrella.com/sunbrella-shade-natural- 4604-0000c o Would you please provide details and/or specifications of item #39, Enrance Sign?

• RESPONSE:

o Details for the entrance sign can be found on page A101 of the contract drawings.

o Would you please provide drawings and/or specifications of item #40, Commercial Trash

Compactor Enclosure? Such as concrete pad thickness & reinforcement if any and height of enclosure.

• RESPONSE:

o Details for the Commercial Trash Compactor Enclosure can be found on page A101 of the contract drawings.

o Would you please confirm the quantity of Item #53, Landscape Natural Mulch, 590 CY.

Based on drawing provided perhaps the unit may be SY.

• RESPONSE:

o Line Item 53 “LANDSCAPE NATURAL MULCH; NON-DYED BROWN OR PINE” quantity is 28 cubic yards; adjusted form “C-410 BID FORM” is attached.

ITEM NO. 2: ADJUSTED BID FORM: See attached.

END OF ADDENDUM NO. 1

Where any original item, term or requirement is not specifically amended, voided or superseded by this addendum, it will remain in effect. This clarification is being provided to all known respondents.

This Addendum must be completed, signed, and attached to the RFP to acknowledge receipt of Addendum. FAILURE TO ACKNOWLEDGE THIS ADDENDUM MAY RESULT IN REJECTION OF

PROPOSAL.

Business Name ____________________________________________________________________________ Authorized Signature ____________________________________ Date _____________________________ Typed Name & Title ___________________________________________________________________________

SECTION III

Page i

FAYETTEVILLE, GEORGIA

BID FORM

CITY OF FAYETTEVILLE, GEORGIA

PROJECT SITE:

LAND LOTS 123, 5TH DISTRICT

NOVEMBER, 2023

Page ii

TABLE OF CONTENTS

Page

Article 1 – Bid Recipient

Article 2 – Bidder’s Acknowledgements

Article 3 – Bidder’s Representations

Article 4 – Bidder’s Certification

Article 5 – Basis of Bid

Article 6 – Time of Completion

Article 7 – Attachments to This Bid

Article 8 – Bid Submittal

ARTICLE 1 – BID RECIPIENT

1.01 This Bid is submitted to:

City of Fayetteville, Georgia

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 – BIDDER’S ACKNOWLEDGEMENTS

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

ARTICLE 3 – BIDDER’S REPRESENTATIONS

3.01 In submitting this Bid, Bidder represents that:

A. Bidder has examined and carefully studied the Bidding Documents, other related data identified in the Bidding Documents, and the following Addenda, receipt of which is hereby acknowledged:

Addendum No. Addendum Date

B. Bidder has visited the Site 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.

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

D. Bidder has considered the information known to Bidder; 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 Site-related reports and drawings identified in the Bidding Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying the specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents; and (3) Bidder’s safety precautions and programs.

E. Based on the information and observations referred to in Paragraph 3.01.D above, Bidder does not consider that further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times required, and in accordance with the other terms and conditions of the Bidding Documents.

F. 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.

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

1. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted.

ARTICLE 4 – BIDDER’S CERTIFICATION

4.01 Bidder certifies that:

A. 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;

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

C. Bidder has not solicited or induced any individual or entity to refrain from bidding;

and

D. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 4.01.D:

1. “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;

2. “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;

3. “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; and

4. “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.

ARTICLE 5 – BASIS OF BID

5.01 Bidder will complete the Work in accordance with the Contract Documents for the following unit price(s):

ITEM

NO.:

ESTIMATED

QUANTITY

UNITS DESCRIPTION

UNIT

PRICE

TOTAL

PRICE

1 1 L.S BONDS AND INSURANCE $______ $_____________

2 1 L.S.

MOBILIZATION AND TRAFFIC

CONTROL (COMPLETE; PER

GDOT/MUTCD FOR PROJECT

DURATION)

3 1000 L.F.

TEMPORARY PROJECT BOUNDARY

FENCING; MIN. 6’ TALL CHAINLINK

W/ FABRIC, MAINTAINED FOR THE

DURATION OF THE PROJECT

4 1. L.S.

CLEARING, DEMOLITION AND

DISPOSAL COMPLETE; INCLUDING

BUT NOT LIMITED TO

EXCAVATION, DISPOSAL OF

EXISTING STORMWATER

INFRASTRUCTURE AND RELATED

APPURTENANCES.

5 1 L.S.

GRADING COMPLETE: INCLUDING

BUT NOT LIMITED TO

EXCAVATION FOR CURB AND

GUTTER, STRIPPING OF

VEGETATION BEHIND CURB,

BACKFILLING AND COMPACTION

BETWEEN CURB AND RIGHT-OF-

WAY TO CREATE A MAX. 3:1 SLOPE

6 1 L.S.

EROSION CONTROL; COMPLETE

INCLUDING, BUT NOT LIMITED TO

SILT FENCE, CONSTRUCTION

ENTRANCE, INLET PROTECITON

AND ADDITIONAL REQUIREMENTS

AS NEEDED IN ACCORDANCE WITH

CITY OF FAYETTEVILLE

REQUIREMENTS

7 24 L.F.

18” DIAMETER RCP STORM DRAIN;

CLASS “V”, RUBBER GASKET BELL

& SPIGOT; COMPLETE INCLUDING,

BUT NOT LIMITED TO: BEDDING,

HAUNCHING, BACKFILL AND

COMPACTION IN ACCORDANCE

WITH GDOT STANDARD

8 280 L.F.

15” DIAMETER RCP STORM DRAIN;

CLASS “V”, RUBBER GASKET BELL

& SPIGOT; COMPLETE INCLUDING,

BUT NOT LIMITED TO: BEDDING,

HAUNCHING, BACKFILL AND

COMPACTION IN ACCORDANCE

WITH GDOT STANDARD

9 90 L.F.

8” DIAMETER HDPE STORM DRAIN;

WATER TIGHT JOINT; COMPLETE

INCLUDING, BUT NOT LIMITED TO:

BEDDING, HAUNCHING, BACKFILL

AND COMPATION IN ACCORDANCE

WITH GDOT STANDARD

10 25 L.F.

6” DIAMETER HDPE STORM DRAIN;

WATER TIGHT JOINT; COMPLETE

INCLUDING, BUT NOT LIMITED TO:

BEDDING, HAUNCHING, BACKFILL

AND COMPATION IN ACCORDANCE

WITH GDOT STANDARD

11 25 L.F.

8” DIAMETER “DURATRECH”

TRENCH DRAIN SYSTEM OR

SIMILAR; INSTALLED COMPLETE

IN ACCORDANCE WITH

MANUFACTURER SPECIFICATIONS,

INCLUDING ALL REQUIRED

APPIRTENANCES

12 3 E.A.

GDOT PRECAST CONCRETE

JUNCTION BOX; COMPLETE IN

ACCORDANCE WITH GDOT DETAIL

1011 INCLUDING, BUT NOT

LIMITED TO: TRAFFIC RATED

FRAME AND COVER, BEDDING,

SEALING PIPE PENETRATION AND

BACKFILL

13 4 E.A.

GDOT PRECAST CONCRETE DROP

INLET JUNCTION BOX; COMPLETE

IN ACCORDANCE WITH GDOT

DETAIL 1019A INCLUDING, BUT

NOT LIMITED TO: USF 4132 RING

AND 6001 GRATE, BEDDING,

SEALING PIPE PENETRATION AND

BACKFILL

14 1 E.A.

CITY OF FAYETTEVILLE REQUIRED

STORMWATER QUALITY DEVICE;

COMPLETE INSTALLED IN

ACCORDANCE WITH

MANUFACTURER SPECIFICATIONS

15 30 L.F.

4” DIAMETER DUCTILE IRON PIPE

FOR SANITARY SEWER; COMPLETE

INCLUDING, BUT NOT LIMITED TO:

BEDDING, COMPACTION, TESTING

AND ALL REQUIRED

APPRUTENANCES

16 25 L.F.

1” DOMESTIC WATER SERVICE;

COMPLETE INCLUDING, BUT NOT

LIMITED TO: WET CONNECTION,

SERVICE SADDLE, TESTING AND

REQUIRED APPRUTENANCES

INSTALLED IN ACCORDANCE WITH

CITY OF FAYETTEVILLE

STANDARDS AND DETAILS

17 570 TN.

8” THICK UNDER ROADWAY GDOT

GAB BASE COURSE INSTALLED,

COMPACTED AND TESTED IN

ACCORDANCE WITH CITY OF

FAYETTEVILLE REQUIREMENTS

18 170 TN.

1.5” THICK RECYCLED ASPHALTIC

CONC.: 9.5 MM SUPERPAVE, GP3

ONLY, INCLUDING BITUMINOUS

MATERIAL & H LIME

19 275 TN. 2” RECYCLED ASPHALTIC CONC.;

25MM SUPERPAVE, GP 1 OR 2,

INCLUDING BITUMINOUS

MATERIAL & H LIME

20 110 L.F.

CITY OF FAYETTEVILLE

STANDARD 6”X24” CONCRETE

CURB AND GUTTER; COMPLETE

INCLUDING, BUT NOT LIMITED TO:

GRADING, 8” THICK GDOT GAB

BASE COURSE COMPACTED 100%

21 275 L.F.

6” CONCRETE HEADER CURB,

CLASS “A” 3000 PSI CONCRETE;

COMPLETE INCLUDING, BUT NOT

LIMITED TO: GRADING, 8” THICK

GDOT GAB BASE COURSE

COMPACTED 100%

22 990 S.F.

4” THICK 3000 PSI CONCRETE;

COMPLETE INCLUDING, BUT NOT

LIMITED TO COMPACTION OF

SUBGRADE, FORMING AND

FINISHING (LIGHT GREY, BROOM

FINISH)

23 75 S.F.

6” THICK “HEAVY DUTY”

CONCRETE; 3000 PSI REINFORCED

W/ 6”x6” W2.1Xw2.1 WWF MESH;

COMPLETE INCLUDING, BUT NOT

LIMITED TO 6” GRADED

AGGREGATE BASE, 100% MAX

COMPACTION, SUBGRADE 95%

MAX DRY DENSITY, FORMING AND

FINISHING (LIGHT GREY, BROOM

FINISH)

24 460 S.F.

IMPERVIOUS BRICK PEDESTRIAN

RATED PAVER; COLOR MATCHED

TO EXISTING; COMPLETE

INCLUDING, BUT NOT LIMITED TO

COMPACTION OF GDOT GAB AND

SUBGRADE, SAND SETTING BED

AND EDGE RESTRAINT

25 9 EA.

GDOT TYPE “D” HANDICAP RAMP

WITH DETECTOR PADS PER GDOT

DETAIL A3/A4

26 14 EA.

CONCRETE WHEEL STOP;

COMPLETE INCLUDING, BUT NOT

LIMITED TO ANCHORING AND ALL

REQUIRED APPRUTENANCES

27 345 L.F. THERMOPLASTIC 5” SOLID

PARKING STRIPE, “WHITE”

28 4 EA. GDOT THERMOPLASTIC SOLID

WHITE “STRAIGHT” ARROW

29 2 EA. THERMOPLASTIC ADA HANDICAP

PARKING SYMBOL “BLUE”

30 20 L.F. THERMOPLASTIC 5” SOLID

DOUBLE CENTERLINE “YELLOW”

31 120 L.F. THERMOPLASTIC 5” SOLID ADA

PARKING STRIPING “BLUE”

32 240 L.F. THERMOPLASTIC 7” WIDE GDOT

CROSSWALK STRIPING “WHITE”

33 20 L.F. THERMOPLASTIC TRAFFIC “STOP

BAR” STRIPING 24” “WHITE”

34 2 EA.

HANDICAP SPACE SIGN;

INSTALLED COMPLETE IN

ACCORDANCE WITH APPROVED

DRAWINGS

35 1 L.S.

OUTDOOR STING LIGHTING W/

SHATTER-PROOF BULBS;

INSTALLED COMPLETE

36 27 EA.

SQUARE WOODEN LIGHT POLE W/

MIN. 2’x2’x4.25’ CONCRETE

FOOTING; 20’ BEGA WOODEN POLE

SQUARE STRAIGHT W/ FERRARE

OAK

37 1 L.S.

SITE ELECTRICAL; COMPLETE

INCLUDING, BUT NOT LIMITED TO

ALL RACEWAYS, BOXES, PANELS,

WIRING AND RISERS AS DETAILED

IN APPROVED CONTRACT

DRAWINGS

38 1 L.S.

COMMERCIAL BREATHABLE

SHADE SAIL; COMPLETE

INCLUDING, BUT NOT LIMITED TO:

TENSION INSTALLATION

HARDWARE AND ALL RELATED

APPRUTENANCES

39 3 EA.

ENTRANCE SIGN; COMPLETE

INCLUDING ALL REQUIRED

APPRUTENANCES

40 1 LS.

COMMERCIAL TRASH COMPACTOR

ENCLOSURE; COMPLETE

INCLUDING ALL REQUIRED

APPRUTENANCES

41 1 EA.

CIRCULAR BENCH; COMPLETE

INCLUDING ALL REQUIRED

APPRUTENANCES

42 2 EA.

CURVED BENCH; COMPLETE

INCLUDING ALL REQUIRED

APPRUTENANCES

43 5 EA.

LINEAR BENCH; COMPLETE

INCLUDING ALL REQUIRED

APPRUTENANCES

44 2 EA.

SEPARATE FOUR SLOT BIKE RACK;

COMPLETE INCLUDING ALL

REQUIRED APPRUTENANCES

45 17 EA.

BOLLARD FOR MOUNTING POWER

OUTLET; COMPLETE INCLUDING

ALL REQUIRED APPRUTENANCES

46 11 EA.

DOG WASTE STATION; COMPLETE

INCLUDING ALL REQUIRED

APPRUTENANCES

47 5 EA.

WASTE CONTAINERS; SEPARATE

WASTE AND RECYCLING;

COMPLETE INCLUDING ALL

REQUIRED APPRUTENANCES

48 6 EA.

UPLIGHTING; COMPLETE

INCLUDING ALL REQUIRED

APPRUTENANCES

49 14 EA.

8 5/8” SQUARE WOOD BOLLARD;

COMPLETE INCLUDING ALL

REQUIRED APPRUTENANCES

50 6 EA.

CEDAR TREE GRATE, WOOD

DECKING ON 4X4 WOOD SLEEPERS;

COMPLETE INCLUDING ALL

REQUIRED APPRUTENANCES

51 20 L.F.

2” STEEL WELDED HANDRAIL;

INSTALLED COMPLETE

INCLUDING, BUT NOT LIMITED TO:

ANCHORING AND PREPARATION

OF LOAD BEARING AREAS IN

ACCORDANCE WITH STANDARDS

52 1125 S.F. RECYCLED FIELD TURF WITH

ORGANIC FILL

53 28 C.Y. LANDSCAPE NATURAL MULCH;

NON-DYED BROWN OR PINE

54 2 C.Y. ORGANIC BROWN MULCH, OVER

TOPSOIL AT TREE PLANTINGS

55 27 EA.

3” CAL NATIVE MEDIUM

DECIDUOUS STREET TREE; “RED

MAPLE” “ACER RUBRUM OR SIM

56 30 EA.

5 GAL. NATIVE GRASS; 2’ SPACING;

“PINK MUHLY” “MUHLENBERGIA

CAPILLARIS” OR SIM.

57 1 EA.

3” CAL. NATIVE LARGE OAK TREE;

“SCARLETT OAK” “QUERCUS

COCCINEA” OR SIM.

58 47 EA.

5 GAL. NATIVE EVERGREEN

SHRUB; 5’ SPACING; “SOUTHERN

WAX MYRTLE” “MORELLA

CERIFERA” OR SIM.

59 1 L.S.

PERMANENT GRASSING;

COMPLETE INCLUDING, BUT NOT

LIMITED TO: GRADING, SOOIL

PERPARATION, LIME, FERTILIZER,

SEED MIX, MULCH AND ALL

RELATED APPRUTENANCES

60 1 L.S.

GIS “AS-BUILT’ SURVEY OF

COMPLETE PROJECT ON ‘GEORGIA

STATE PLANE COORDINATED” FOR

ALL WORK PERFORMED

61 1 L.S.

CONTINGENCY ALLOWANCE

(USED SOLELY AT THE DIRECTION

OF THE OWNER)

$150,000 $150,000

Total Base Bid in Words:

___________________________________________________________________Dollars

In Numbers: $___________________________

Unit Prices have been computed in accordance with Paragraph 11.03.B 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.

Unit Prices have been computed in accordance with Paragraph 11.03.B 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.

ARTICLE 6 – TIME OF COMPLETION

6.01 Bidder agrees that the Work will be substantially complete within 335 calendar days after the date when the Contract Times commence to run as provided in Paragraph 2.03 of the

General Conditions, and will be completed and ready for final payment in accordance with Paragraph 14.07 of the General Conditions within 365 calendar days after the date when the Contract Times commence to run.

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

ARTICLE 7 – ATTACHMENTS TO THIS BID

o “Section III – Bid Form” of the Contract Documents executed by the

Bidder and acknowledging Addendums is received for this project;

o “Section IV – Bid Bond” of the Contract Documents executed by the

Bidder and Bond Company (in accordance with “Supplementary

Conditions – Paragraph 35”) or other approved bond form or cashier’s check in the minimum amount of 5% of the total Base Bid;

o “Section VI – Contractor Affidavit and Agreement” of the Contract

Documents executed by the Bidder;

o “Section XV - Reference Verification Release Form” complete with five references for similar projects and authorization for contact of references.

o Required Bidder Qualification Statement with Supporting Data (Business

License, Corporate Resolution to Bid, Financial Statement, Current

Workload) o Corporate Resolution giving signatory authorization to the responsible person signing on behalf of the Bidder;

o Georgia GDOT Prequalification Certificate for roadway construction;

o Georgia Contractor License Number;

o Certificate of Insurance meeting or exceeding the requirements established in the “Supplementary Conditions – Paragraph - 21” and listing the City of Fayetteville as the Certificate Holder.

7.01

ARTICLE 8 – DEFINED TERMS

8.01 The terms used in this Bid with initial capital letters have the meanings stated in the

Instructions to Bidders, the General Conditions, and the Supplementary Conditions.

ARTICLE 9 – BID SUBMITTAL

9.01 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:

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

A Corporation

Corporation Name:

(SEAL)

State of Incorporation:

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

(Signature -- attach evidence of authority to sign)

Title:

(CORPORATE SEAL)

Attest

Date of Qualification to do business in ______________ is

A Joint Venture

Name of Joint Venture:

First Joint Venturer Name:

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

Second Joint Venturer Name:

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

(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____.

State Contractor License No. .