25_006_Addendum_1.pdf

F I N A N C E

P.O. BOX 447 ALBANY, GA 31702 | PHONE: 229.431.3211 | FAX: 229.431.2184 | www.albanyga.gov

08/26/2024

TO: All Potential Bidders

SUBJECT: Booker Avenue Drainage Basin

Bid Ref. #25-006

Bid Opening Date & Time: August 29, 2024 @ 2:30 p.m.

ADDENDUM NO. 1

The items contained in this addendum are added to and/or deleted from and become part of the specifications and proposal documents for the above-referenced Invitation to Bid. Bidders must acknowledge receipt of the Addendum on the Addendum Acknowledgement Form, located in the invitation to bid, when the bids are submitted.

PERTAINING TO THE FRONT-END DOCUMENTS

ITEM 1: Replace Bid Form package with attached revised Bid Form “Revised 8-23-24 for Addendum No. 1.”

Special attention is directed to Bid Item A3 for each division. See also related clarification in Question No. 5 and response in this Addendum No. 1.

ITEM 2: Regarding the approvals of “or equals” or substitutions prior to bid.

Standard General Conditions of the Construction Contract, Articles 7.05 and 7.06 – the following clarification is made:

Several manufacturers, suppliers and vendors have requested approval of “or equals” and/or “substitute products” prior to bid. Bidders are referred to the above articles that address the procedure for approvals of “or equal” or “substitute” materials. Materials and products not specifically named in the specifications will not be pre-approved prior to bidding. Bidders are also reminded that named manufacturers or products are so named in the technical specifications to establish a standard of quality expected for the project. Equal and/or substitute products may be considered for approval during construction. Bidders should therefore base their bids on named products and manufacturers.

PERTAINING TO THE PRE-BID CONFERENCE

ITEM 1: The attendance sign-in sheet from the Pre-Bid Conference is attached for the record.

http://www.albanyga.gov/

F I N A N C E

P.O. BOX 447 ALBANY, GA 31702 | PHONE: 229.431.3211 | FAX: 229.431.2184 | www.albanyga.gov

PERTAINING TO GENERAL QUESTIONS

ITEM 1 Question: Will separate, individual NTP's be issued for Division 1 and Division 2 work?

Response: Yes, separate, individual Notices to Proceed w ill be issued for each division of work.

ITEM 2 Question: Will local fire hydrants be made available for cleaning of pipes and CCTV inversion during Division 2 work? Response: Water from City of Albany hydrants can be used after securing and installing a hydrant meter from Albany Utilit ies through their Customer Service section. Contractor w ill be billed for water used.

ITEM 3 Question: Per page 325 (3.2.C), please identify a location for the disposal of sand/debris from the pipe cleaning operations? Response: Debris from pipe cleaning operations may be disposed of at the Dougherty County landfill. Wet material is charged at a higher rate than dry material. Contractor is responsible for all removal, trucking and disposal costs.

ITEM 4 Question: Will a separate bid bond will be required for each division of work? Response: Each project w ill be awarded based on the lowest responsive bid for each division, evaluated on the merits of the bid for that particular division. Separate bid bonds are required for each division contemplated for bid.

ITEM 5 Question: There are some structures in close proximity to the Norfolk Southern Railroad Tracks. Will a permit, shoring and flaggers be required for this work? Response: Coordination w ith RailPros (independent review agency for Norfolk Southern Railroad) and Norfolk Southern w ill be required for scheduling flagging personnel and submitting shoring information for any excavation in the Norfolk Southern right-of-way. Special attention is directed Bid Item A3 for each division as shown on the attached revised Bid Form and to the follow ing Draw ings:

Division 1: Structures S87, 4-foot doghouse manhole and downstream piping as shown on Sheet C2.02. 4-foot doghouse manhole and downstream piping as shown on Sheet C2.05. (Connection 2, also depicted on Sheet C2.02)

Division 2: Cured-in-Place inversions as shown on Sheet C3.01. Excavation is not expected but coordination regarding flagging personnel may be required.

End of Addendum 1 (see attachments)

Ricky Gladney Ricky Gladney, Buyer

Cc: Scott Tennison, City of Albany Jeff Hughes, City of Albany Jeff Duplantis, Ardurra Ben Wofford, Ardurra http://www.albanyga.gov/

REVISED 08-23-24

BOOKER AVENUE DRAINAGE BASIN

ALBANY, DOUGHERTY COUNTY, GEORGIA BID REFERENCE NO. 25-006

BID TABULATION FORM / UNIT COST SCHEDULE

DIVISION 1: Stormwater and Sanitary Sewer Improvements Item Item Description Quantity Unit Unit Price TOTAL COST A General Conditions

1 Mobilization/Demobilization 1 LS $ $

2 Insurance and Bonds - City Requirements 1 LS $ $ 3 Coordination with RailPros/ Norfolk Southern RR 1 LS $ $

B Demolition/Site Work/Coordination

1 Remove and replace concrete sidewalk 40 SY $ $

2 Sawcut and remove asphalt pavement 3100 SY $ $

3 Patch asphalt pavement (after installation) 3100 SY $ $

4 Sawcut and remove concrete pavement 50 SY $ $

5 Patch concrete pavement (after installation) 50 SY $ $

Install Stabilized 6" crusher run surface (Sheet

C1.02) 261 SY $ $

7 Remove and replace concrete curb and gutter 120 LF $ $

8 Plug existing pipes for abandonment (7 Locations) 7 EA $ $

9 Street Restriping 1 LS $ $

10 Traffic Signal Loop Restoration 2 EA $ $

11 Traffic Control 1 LS $ $

Remove existing 15" pipe & MHs for new work (Sheet C2.01) 615 LF $ $

Remove existing 15" pipe & MHs for new work (Sheet C2.04) 280 LF $ $

Remove existing 30" pipe & MHs for new work (Sheet C2.06) 556 LF $ $

Remove existing 18" pipe & MHs for new work (Sheet C2.07) 311 LF $ $

16 Demolish existing sanitary manhole (Sheet C1.02) 1 EA $ $

C Sanitary Sewer Improvements

1 6-inch PVC (0-8 ft.) 106 LF $ $

2a 8-inch PVC (0-8 ft.) 768 LF $ $

2b 8-inch PVC (8-12 ft.) 12 LF $ $

3a 18-inch PVC (0-8 ft.) 194 LF $ $

3b 18-inch PVC (8-12 ft.) 125 LF $ $

3c 18-inch PVC (12-16 ft.) 97 LF $ $

4a 4-ft. Precast Sanitary Sewer Manhole (0-8 ft.) 6 EA $ $

4b 4-ft. Precast Sanitary Sewer Manhole (8-12 ft.) 2 EA $ $

4c 4-ft. Precast Doghouse Sanitary Manhole (0-8 ft.)

(Sheet C1.02) 1 EA $ $

5 Sanitary Manhole Frame & Cover 9 EA $ $

Sanitary Sewer Cleanouts on 6-inch Main (Sheet

C1.03) 2 EA $ $

7 Sanitary Sewer Services on Sewer Main 5 EA $ $

8 Rework Private Sewer Lateral on Residence Alley 1 EA $ $

D Storm Sewer Improvements

1 18-inch RCP (0-8 ft.) 1150 LF $ $

2a 24-inch RCP (0-8 ft.) 776 LF $ $

2b 24-inch RCP (8-12 ft.) 276 LF $ $

2c 24-inch RCP (12-16 ft.) 50 LF $ $

3 30-inch RCP (12-16 ft.) 497 LF $ $

4a 42-inch RCP (8-12 ft.) 290 LF $ $

4b 42-inch RCP (12-16 ft.) 270 LF $ $

5a 4-ft. Precast Storm Sewer Manhole (0-8 ft.) 7 EA $ $

5b 4-ft. Precast Doghouse Storm Sewer Manhole (0-8 ft.) Sheet C2.05 1 EA $ $

6a 5-ft. Precast Storm Sewer Manhole (0-8 ft.) 5 EA $ $

6b 5-ft. Precast Storm Sewer Manhole (8-12 ft.) 1 EA $ $

6c 5-ft. Precast Storm Sewer Manhole (12-16 ft.) 4 EA $ $

7a 6-ft. Precast Storm Sewer Manhole (8-12 ft.) 2 EA $ $

7b 6-ft. Precast Storm Sewer Manhole (12-16 ft.) 1 EA $ $

7c 6-ft. Precast Doghouse Storm Sewer Manhole (12- 16 ft.) 1 EA $ $

4-ft. Drop Type Curb Inlet (0-8 ft.) Sheet C2.05 &

C2.07 2 EA $ $

9 4-ft. Grated Inlet (8-12 ft.) Sheet C2.02 1 EA S S

9 5-ft Precast Storm Box (8-12 ft.) Sheet C2.02 1 EA $ $

10 Field Fabricated Manhole (0-8 ft.) Sheet C2.04 1 EA $ $

11 Storm Manhole Frame & Cover 24 LF $ $

12 Connections to existing storm structures 34 EA $ $

E Utility Obstruction Relocates (Estimated)

1 2-Inch Water 2 EA $ $

2 4-Inch Water 2 EA $ $

3 6-Inch Water 6 EA $ $

4 2-Inch Gas 2 EA $ $

5 4-Inch Gas 4 EA $ $

6 Sewer Lateral Re-routes 16 EA $ $

7 GPS Survey of Utility Relocates 16 EA $ $

F Erosion & Sedimentation Control

1 Non-Sensitive Type Silt Fence 100 LF $ $

2 Inlet Protection (Curb Inlets) 42 EA $ $

3 Inlet Protection (Grated Inlets) 12 EA $ $

4 Dust Control 1 LS $ $

5 Tree Protection 14 EA $ $

6 Permanent Stabilization - Small Grassed Areas 1 LS $ $

7 Concrete Wash Down Area 1 EA $ $

8 Daily Roadway Cleaning 1 LS $ $

9 Inspection Services 1 LS $ $

G Miscellaneous Materials (Ordered by Engineer)

1 Additional Stone Bedding 100 TN $ $

2 Unsuitable Material Removal and Disposal 1000 CY $ $

3 Select Backfill 1200 CY $ $

4 Miscellaneous Concrete 50 CY $ $

H Project Close Out

1 Final Cleanup and Restoration 1 LS $ $

2 Record Drawing 1 LS $ $

TOTAL BASE BID $

Bidder's Company Name:

Address:

Telephone Number:

E-Mail:

The TOTAL BASE BID for DIVISION 1: Stormwater and Sanitary Sewer Improvements (the sum of the items above) is as follows:

(Words)

(Figures)

BOOKER AVENUE DRAINAGE BASIN

ALBANY, DOUGHERTY COUNTY, GEORGIA BID REFERENCE NO. 25-006

BID TABULATION FORM / UNIT COST SCHEDULE

DIVISION 2: Cured-In-Place Pipe (CIPP) Item Item Description Quantity Unit Unit Price TOTAL COST A General Conditions

1 Mobilization/Demobilization 1 LS $ $

2 Insurance and Bonds - City Requirements 1 LS $ $ 3 Coordination with RailPros/ Norfolk Southern RR 1 LS $ $

4 Traffic Control / Coordination 1 LS $ $

B Preliminary Work

1 Internal Pre-Video Inspection 1820 LF $ $

2 Storm Sewer Cleaning (36-inch Dia. - If Required) 238 LF $ $

3 Storm Sewer Cleaning (42-inch Dia. - If Required) 663 LF $ $

4 Storm Sewer Cleaning (48-inch Dia. - If Required) 919 LF $ $

C CIPP Storm Sewer Pipe

1 36-inch Liner (RCP Host Pipe) 238 LF $ $

2 42-inch Liner (RCP Host Pipe) 663 LF $ $

3 48-inch Liner (RCP Host Pipe) 919 LF $ $

D Project Close Out

1 Internal Post-Video Inspection 1820 LF $ $

2 Final Cleanup 1 LS $ $

3 Record Drawings 1 LS $ $

TOTAL BASE BID $

Bidder's Company Name:

Address:

Telephone Number:

E-Mail:

The TOTAL BASE BID for DIVISION 2: Cured-In-Place Pipe (CIPP) (the sum of the items above) is as follows:

(Words)

(Figures)