CITY_OF_GLUCKSTADT_TERM_BIDS_FY25-26-MIN2 (1).pdf

BID FORM

To: Mayor and Board of Aldermen

City of Gluckstadt, Public Works 107 Lone Wolf Drive Gluckstadt, Mississippi 39110

From:

(Name)

(Address)

(Email Address)

(Phone #)

In accordance with the published Bid Notice, the undersigned does hereby agree to furnish the commodities, supplies, equipment, materials and/or services to the City of Gluckstadt, Mississippi, for the prices as shown on the attached listing. Unless otherwise indicated, prices will be F.O.B.

Gluckstadt.

All prices submitted shall be good and valid from OCTOBER 1, 2025 THRU SEPTEMBER 30, 2026, except prices for asphalt materials as noted shall be good and valid from October 1, 2025 thru March 31, 2026.

Acceptance by the Mayor and Board of Aldermen shall be sufficient to constitute a valid contract.

THIS, the day of , 20

(Bidder)

By:

(Title)

(Signature)

ADVERTISEMENT FOR BIDS

Notice is hereby given that the Mayor and Board of Aldermen of the City of Gluckstadt, Mississippi, will receive written and electronic sealed bids for the purchase of services, commodities, and/or supplies for Public Works and contracts for public construction as listed below. Bids will be received until the hour of 10:00 am., Tuesday, August 19th, 2025, in the Conference Room of the City of Gluckstadt City Hall located at 343 Distribution Drive, Gluckstadt, MS, 39110.

-Asphalt (FOB – Plant) (6 month) -Asphalt (FOB - City of Gluckstadt) (6 month) -Cast Iron Curb Inlets -Aggregate, Soil and Fill Materials -Drainage Pipe Materials and Installation -Drainage Pipe Materials Only -Concrete Installation and Repair, Labor and Materials -Diamond Grade Traffic Signs, Street Sign Posts, and Miscellaneous Materials -Temporary Traffic Control Services -Temporary Painted Traffic Markings -Permanent Thermoplastic Pavement Markings -Heat Fused Durable Retro-flective Preformed Pavement Markings -Decorative Street Name Signs & Posts -Vehicle Loop Assemblies -Crack Sealant

Official bid documents can be downloaded and electric bids can be submitted at Central Bidding www.centralauctionhouse.com. For any questions relating to the electronic bidding process and to register, please call Central Bidding at 833-412-5717. All Bids that are mailed or hand delivered must be sealed and clearly marked “Sealed Bid” with the item you are bidding listed on the envelope. Please put only one bid form in each envelope. All bids shall be submitted in duplicate. Bids will only be accepted on forms provided by the City or downloaded from www.centralbidding.com and the prices quoted will be binding for the period from OCTOBER 1, 2025 THRU SEPTEMBER 30, 2026, unless otherwise indicated. Contracts for purchase will be made from the lowest and/or best bids submitted, but the Mayor and Board of Aldermen reserve the right to reject any and all bids, and accept or reject any part of a bid.

All bids properly submitted in accordance with this notice will be opened at 10:00 am, August 19th, 2025 in the Conference Room of the City of Gluckstadt City Hall located at 343 Distribution Drive, Gluckstadt, MS, 39110.

Electronic Bidding: www.centralbidding.com Hand Delivery: City of Gluckstadt, Attn: Amber Trotter, 107 Lone Wolf Drive, Gluckstadt, MS 39110 Mailing Address: City of Gluckstadt, Attn: Amber Trotter, 107 Lone Wolf Drive, Gluckstadt, MS 39110

CITY OF GLUCKSTADT, MISSISSIPPI

BY: /s/Lindsay Kellum Lindsay Kellum, City Clerk

Publish: July 17, 2025 and July 24th, 2025 Furnish 2 proofs of publication/City of Gluckstadt http://www.centralauctionhouse.com/ http://www.centralbidding.com/ http://www.centralbidding.com/

INSTRUCTIONS TO BIDDERS

PREPARATION OF PROPOSAL: Only proposals submitted on the appropriate letterhead or Bid Proposal Form will be considered. Each proposal shall be legibly written, printed in ink or typed.

In the case of conflict, words shall govern over figures. Proposals shall also clearly indicate the name or names of those person(s) or firm(s) submitting such proposal and the failure to sign a proposal will disqualify same. The bid price shall include all parts, labor, materials and related incidentals required to complete the work.

All proposals shall be submitted in DUPLICATE and shall be addressed to:

City of Gluckstadt 107

Lone Wolf Drive Madison, MS 39110

Attn: AMBER TROTTER

The outside of the envelope shall be clearly identified as a SEALED BID and marked with the item you are bidding on along with the bidder's name and address. Bids for labor shall also include Certificate of Responsibility Number. Failure to do so will result in the bid being rejected.

REJECTION OF PROPOSAL: Proposals may be rejected in the case of any omission, alteration of forms, additions, or conditions not called for, unauthorized alternate bids, incomplete bids, erasures or irregularities of any kind.

ACCEPTANCE AND/OR REJECTION OF BIDS: Proposals will be compared on the basis of Total Base Bid or line-item bid, as is appropriate. The City will also consider such factors as delivery time, parts availability, past performance of the bidder in doing business with the City, current or pending litigation between the City and the Contractor or vendor, should the bidder have held previous contracts with the City, and other relevant factors in determining which bid it deems as lowest and best.

The City reserves the right to reject any and all bids and to waive minor irregularities and technicalities which do not detract from the best interests of the City.

When necessary to ensure ready availability of services, supplies, or for public projects and the timely completion of public projects, the Mayor and Board of Aldermen reserve the right to accept no more than two alternate bids. However, no purchases will be made through alternate bidders unless the lowest and best bidder, for reasons beyond his control, cannot deliver the commodities or services contained in his bid in a timely manner. In that event, purchase of such commodities or services may be made from one of the bidders whose bid was accepted as an alternate.

Bid Security: Each bid for labor must be accompanied by a certified check of the bidder or a bid bond, prepared on the form of a bid bond duly executed by the bidder as principal and having as surety thereon a surety company licensed by the State of Mississippi and signed by an agent resident in Mississippi in the amount of Five Percent (5%) of the total bid for each labor category for which a bid is offered.

Liquidated Damages for Failure to Enter into Contract (Labor Bids): The successful labor bidder, upon his failure or refusal to execute and deliver the contract and bonds required ten (10) days after he has received notice of the acceptance of his bid, shall forfeit to the Owner, as liquidated damages, the security deposited with his bid. Any contractor submitting a proposal for these services who fails to respond to the "Notice of Intent to Issue Work Order" and thus refuses to accept a "Work Order" may be disqualified from any future consideration of work for the remainder of the current bid term and the entire following term.

Qualifications of Bidder (Labor Bids): The City may make such investigations as it deems necessary to determine the ability of the labor bidder to perform the work and the bidder shall furnish to the City all such information and data for this purpose as the Owner may request. The City reserves the right to reject the bid if the evidence submitted by or investigation of such bidder fails to satisfy the City that such bidder is properly qualified to carry out the work contemplated therein. Responsive bidders must have complied in a timely manner with all bidding criteria and requirements set forth in these contract documents. Each bidder must have his principal, permanent, full time business residence within a 50 mile radius of central Gluckstadt, Mississippi and be capable of responding in a timely fashion to any project awarded, including emergency repair work. Additionally, each Bidder shall have been engaged in the type of work for which a bid is offered for a period of not less than 5 years.

AWARD OF BID: The City Board will award the bid based on the line item bid unless otherwise specified, as is appropriate as soon as practicable after the tabulation of said bids and the other necessary information submitted by the bidder can be evaluated, to the bidder whose proposal is considered to be the lowest and best bid. In no case will an award be made until any and all investigations are completed concerning the qualifications and compliance with these specifications.

INTERPRETATION OF BID DOCUMENTS: Any prospective bidder who is in doubt as to the true meaning and intent of any part of these specifications may submit to the Public Works Director a written request for interpretation thereof. A formal interpretation will be given by addendum to all known prospective bidders. No oral interpretation made to any bidder shall be considered an effective modification of any of the provisions of these specifications.

BIDDERS CERTIFICATION: The bidder shall certify that the proposed bid meets these specifications in their entirety or shall list any deviations thereto. Deviations may be cause for disqualification of bids should it be in the City's best interest to do so.

GENERAL INFORMATION: Bidders shall inform themselves and comply with all pertinent City regulations and ordinances, state and federal laws, licenses and tax liability which may in any manner affect their bids and their fulfillment of the contract. Prices quoted shall not increase during the contract period, unless otherwise noted, and any price decrease shall be credited to the City. Price quoted shall include all delivery and shipping costs for receipt of materials and/or services at the delivery point or as noted on the bid form. Bid prices to be effective from

OCTOBER 1, 2025 THRU SEPTEMBER 30, 2026.

The quantities specified are not necessarily actual quantities proposed for immediate purchase, but are simply estimated quantities based upon prior annual purchases by the City. Unit Prices are requested for all items listed even though a zero (0) quantity may show that there have been no recent purchases.

Bid prices shall, unless otherwise noted, include delivery to the City of Gluckstadt. Materials picked up by the City of Gluckstadt at the supplier’s place of business may be discounted. The percentage discounts offered to the City for materials picked up at the supplier’s place of business, should be noted in the space provided at the bottom of the bid form.

To: Equipment/Services/Materials Suppliers

From: City of Gluckstadt, Public Works Department

Re: Term Bids

The City of Gluckstadt, Madison County, Mississippi, will be receiving bids until 10:00 am. August 19th, 2025, at which time said bids will be publicly opened at City of Gluckstadt City Hall for various materials and services which include the following:

Form # Description

1. Asphalt (FOB – Plant) (6 month)

2. Asphalt (FOB - City of Gluckstadt) (6 month)

3. Cast Iron Curb Inlets

4. Aggregate, Soil and Fill Materials

5. Drainage Pipe Materials and Installation

6. Drainage Pipe Materials Only

7. Concrete Installation and Repair, Labor and Materials

8. Diamond Grade Traffic Signs, Street Sign Posts, and Miscellaneous Materials

9. Temporary Traffic Control Services

10. Temporary Painted Traffic Markings

11. Permanent Thermoplastic Pavement Markings

12. Heat Fused Durable Retro-flective Preformed Pavement Markings

13. Decorative Street Name Signs & Posts

14. Vehicle Loop Assemblies

15. Crack Sealant

FORM # 1

ASPHALT

FOB - Plant

Bid TYPE: Line Item All asphalt shall be in accordance with the City of Gluckstadt Subdivision Regulations. BIDS

SHALL BE BASED ON F.O.B. AT PLANT, LOADED IN CITY OF GLUCKSTADT

TRUCKS OR FOB DELIVERED TO VARIOUS LOCATIONS IN CITY OF GLUCKSTADT.

Bids shall run from OCTOBER 1, 2025 THRU MARCH 31, 2026.

Bidder:

Address:

Phone #:

Email:

ITEM

NO.

ITEM

DESCRIPTION

PROPOSAL

QUANTITY

ITEM

UNIT

UNIT

PRICE

TOTAL

PRICE

1. Base Course (BB-1A) Loaded 100 Ton $ $

2. Base Course (BB-1A) Delivered 100 Ton $ $

3. Base Course (BB-1B) Loaded 100 Ton $ $

4. Base Course (BB-1B) Delivered 100 Ton $ $

5. Surface Course (SC-2) Loaded 100 Ton $ $

6. Surface Course (SC-2) Delivered 100 Ton $ $

7. Surface Course (SC-1A) Loaded 100 Ton $ $

8. Surface Course (SC-1A) Delivered 100 Ton $ $

9. Surface Course (SC-1B) Loaded 100 Ton $ $

10. Surface Course (SC-1B) Delivered 100 Ton $ $

FORM # 2

Bid Type: Line Item

ASPHALT

FOB – City of Gluckstadt

All asphalt shall be in accordance with the City of Gluckstadt Subdivision Regulations. BIDS

SHALL BE F.O.B. CITY OF GLUCKSTADT, INSTALLED AT VARIOUS LOCATIONS.

Bids shall run from OCTOBER 1, 2025 THRU MARCH 31, 2026.

ITEM

DESCRIPTION

PROPOSAL

QUANTITY

ITEM

UNIT

UNIT

PRICE

TOTAL

PRICE

1. Cold Mix 10 Ton $ $

2. Base Course (BB-1A) 100 Ton $ $

3. Surface Course (SC-1B) Loaded 100 Ton $ $

4.

Failed Areas (Dig out and replacement of full depth asphalt)

Ton

LOCAL ROADS

5a. Surface Course (SC-1A) 1,000 Ton $ $

5b.

Milling of Asphalt Surface

(<3,000 SY)

1 LS $ $

5c.

Milling of Asphalt Surface

(>3,000 SY)

4,000 SY $ $

5d.

(Dig out and replacement of full depth asphalt)

TOTAL 5(a-d) $

FORM # 2 (Continued)

COLLECTOR ROADS

6a. Surface Course (SC-1A) 1,000 Ton $ $

6b. Milling of Asphalt Surface

(<3,000 SY) 1 LS $ $

6c. Milling of Asphalt Surface

(>3,000 SY) 4,000 SY $ $

6d.

(Dig out and replacement of full depth asphalt)

TOTAL 6(a-d) $

ARTERIAL ROADS

7a. Surface Course (SC-1A) 1,000 Ton $ $

7b. Milling of Asphalt Surface

(<3,000 SY) 1 LS $ $

7c. Milling of Asphalt Surface

7d.

TOTAL 7(a-d) $

PARKING LOTS

8a. Surface Course (SC-1A) 1,000 Ton $ $

8b. Milling of Asphalt Surface

(<3,000 SY) 1 LS $ $

8c. Milling of Asphalt Surface

8d.

TOTAL 8(a-d) $

MULTI-USE PATH

9a. Surface Course (SC-1A) 250 Ton $ $

9b. Milling of Asphalt Surface

(<6,000 SY) 1 LS $ $

9c.

TOTAL 9(a-c) $

Notes:

1. All Bid Prices, except Item #1, include hauling, labor, equipment, materials, and installation at various locations designated by the City of Gluckstadt.

2. Item # 1 Bid Price includes labor, materials and hauling to the City of Gluckstadt's Public Works Building, 107 Lone Wolf Drive, Gluckstadt, MS 39110.

3. The quantities specified are not actual quantities proposed for immediate purchase, but are simply estimated quantities used to establish unit prices for purchases by the City for the six month term.

4. The hot mix asphalt (HMA) mixtures shall meet the established production requirements and standards. In the event that it falls below established standards, the contractor is obligated to promptly rectify the situation at their expense.

5. For items 5-8 the application of asphalt shall commence no later than 48 hours and be completed no later than 96 hours from the time milling of the street under repair is commenced. Failure to comply with this requirement will result in $500.00 per day in liquidated damages. The Public Works Director will determine if rain days or other environmental conditions warrant an extension of time. The City at is option will execute the Contractors bid bond for failure to start the work within 30 days of the purchase order date. The City will also at its option execute the Contractors bid bond for failure to complete the work within 60 days of the purchase order date unless otherwise specified on the purchase order. Time extensions will be awarded at the discretion of the Public Works Director in extraordinary circumstances.

Multi-Use Path Notes:

This work consists of overlaying a new asphalt surface onto an existing multi-use path or a prepared surface intended for a multi-use path at various locations within the City of Gluckstadt.

This work shall include furnishing, delivering and placement of hot mix asphalt pavement in one or more lifts, in reasonably close conformity with the lines, grades, thicknesses, and typical cross sections stated on the Purchase Order, and in strict accordance with the City of Gluckstadt Subdivision Regulations. Asphalt paving equipment and haul trucks must be able to travel on and overlay multi-use path width’s ranging from 8-ft to 12-ft in remote areas with difficult terrain and limited access. The maximum allowable load shall be 10-tons on any haul truck traveling on the multi-use path to deliver asphalt to the paver. No separate payment will be made to the Contractor for construction and removal of temporary access paths along City-owned property. No separate payment shall be made for removal and replacement of multi-use path bollards.

FORM # 3

CAST IRON CURB INLETS

Bid Type: Line Item Cast iron curb inlets shall be in accordance with ASTM A 48 Class 30 material specifications.

Curb inlets shall have a minimum opening of 6 5/8 inches by 23 1/4 inches, a minimum weight of 500 pounds, and have a center support cast as part of the inlet. The inlet shall be equal to Vulcan Foundry catalog number V-4302-1 or C. L. Dews & Sons Foundry catalog number DF-2450.

Bid price includes delivery to the City of Gluckstadt's Public Works Building.

Bid prices to be effective from OCTOBER 1, 2025 THRU SEPTEMBER 30, 2026.

ITEM

DESCRIPTION

PROPOSAL

QUANTITY

ITEM

UNIT

UNIT

PRICE

TOTAL

PRICE

1. Cast Iron Curb Inlets Frame & Cover 4ft 5 Each $ $

2. Cast Iron Curb Inlets Frame & Cover 5ft 5 Each $ $

3. Sewer Manhole Cast Iron Frame & Cover All Diameters 5 Each $ $

4.

Drainage Inlet Manhole Curb Inlet Frame & Cover all Diameters

5 Each $ $

FORM # 4

AGGREGATE, SOIL, AND FILL MATERIALS

All aggregate, soil and fill materials shall be in accordance with the 1990 edition of Mississippi Standard Specifications for Road and Bridge Construction, Mississippi Department of Transportation. Prices to include delivery to the City of Gluckstadt at various street locations.

Bid Prices to be effective from OCTOBER 1, 2025 THRU SEPTEMBER 30, 2026.

ITEM

DESCRIPTION

PROPOSAL

QUANTITY

ITEM

UNIT

UNIT

PRICE

TOTAL

PRICE

1. Clay Gravel 50 Ton $ $

2. Washed Road Gravel 50 Ton $ $

3. River Sand Unwashed & Screened 50 Ton $ $

4. Concrete Sand 50 Ton $ $

5. Mason Sand 50 Ton $ $

6. Pea Gravel 50 Ton $ $

7. Red Sand 50 Ton $ $

8. Top Soil 50 Ton $ $

9. Red Sugar Sand 50 Ton $ $

10. Bedding Material

(a) Class B 50 Ton $ $

(b) Class C 50 Ton $ $

(c) Class C Modified 50 Ton $ $

11. Crushed Limestone 50 Ton $ $

12. Crushed Concrete 50 Ton $ $

13. 100 Pound Rip-Rap 100 Ton $ $

14. 200 Pound Rip-Rap 100 Ton $ $

Note: Random spot checks of the above noted items weight tickets may be made. The Contractor shall furnish the Contracting Officers Representative a spot check weight ticket measured to the nearest 0.1 ton from a Mississippi State Bureau of Weights and Measures certified scale. The scale shall be nearest or most convenient to the construction site and the Contracting Officers Representative shall be present during the weighing for the spot check. Variations of the weights shown on the delivery tickets from that of the spot check weights in excess of 1.0 percent shall have adjustments made up or down in all delivery tickets from the previous spot check. As many as 10 percent of the loads may be spot checked.

FORM # 5

DRAINAGE PIPE MATERIALS AND INSTALLATION

Prices include labor for installation of drainage pipe and structures for the City of Gluckstadt at various street locations, in varying conditions, all installed in accordance with the latest edition of Mississippi Standard Specifications for Road and Bridge Construction, Mississippi Department of Transportation. The prices bid for installation of drainage pipe shall provide full compensation for installing pipe of various materials (concrete, plastic, steel, etc.) at the sizes and depths listed in the bid form. The prices shown below should include drainage pipe or drainage structure materials along with installation. The City of Gluckstadt will not provide these materials to the Contractor.

Incidental materials and work necessary to complete the work under this section and not listed below will not be measured separately for payment. The City at its option will execute the Contractor’s bid bond for failure to start the work within 30 days of the purchase order date. The City will also at its option execute the Contractors’ bid bond for failure to complete the work within 60 days of the purchase order date unless otherwise specified on the purchase order. Time extensions will be awarded at the discretion of the Public Works Director in extraordinary circumstances. Bid prices to be effective from OCTOBER 1, 2025 THRU SEPTEMBER 30, 2026.

ITEM

DESCRIPTION

PROPOSAL

QUANTITY

ITEM

UNIT

UNIT

PRICE

TOTAL

PRICE

1.(a) 15" Diameter HP Dual Wall Storm Pipe WTIB “Gray” 0'- 5' Depth of Cut

480 L.F. $ $

(b) 15" Diameter HP Dual Wall Storm Pipe WTIB “Gray” 5'-10' Depth of Cut

100 L.F. $ $

(c) 15" Diameter HP Dual Wall Storm Pipe WTIB “Gray” 10'-15' Depth of Cut

20 L.F. $ $

2.(a) 18" Diameter HP Dual Wall Storm Pipe WTIB “Gray” 0'-5' Depth of Cut

480 L.F $ $

(b)

18" Diameter HP Dual Wall Storm Pipe WTIB “Gray” 5'-10' Depth of Cut

L.F

(c) 18" Diameter HP Dual Wall Storm Pipe WTIB “Gray” 10'-15' Depth of Cut

20 L.F $ $

3.(a) 24" Diameter HP Dual Wall Storm Pipe WTIB “Gray”

480 L.F. $ $

24" Diameter HP Dual Wall Storm Pipe WTIB “Gray” 5'-10' Depth of Cut

100 L.F. $ $

(c) 24" Diameter HP Dual Wall Storm Pipe WTIB “Gray” 10'-15'Depth of Cut

20 L.F. $ $

4.(a) 30" Diameter HP Dual Wall Storm Pipe WTIB “Gray”

100 L.F. $ $

30” Diameter HP Dual Wall Storm

L.F.

30” Diameter HP Dual Wall Storm Pipe WTIB “Gray” 10'-15' Depth of Cut

20 L.F. $ $

5.(a) 36" Diameter HP Dual Wall Storm Pipe WTIB “Gray” 0'-5' Depth of Cut

100 L.F. $ $

(b) 36" Diameter HP Dual Wall Storm Pipe WTIB “Gray” 5'-10' Depth of Cut

100 L.F. $ $

(c) 36" Diameter HP Dual Wall Storm Pipe WTIB “Gray” 10'-15'Depth of Cut

20 L.F. $ $

6.(a) 42" Diameter HP Dual Wall Storm Pipe WTIB “Gray” 0'-5' Depth of Cut

L.F. $ $

(b) 42" Diameter HP Dual Wall Storm Pipe WTIB “Gray” 5'-10' Depth of Cut

L.F. $ $

(c) 42" Diameter HP Dual Wall Storm

10'-15'Depth of Cut

L.F. $ $

7.(a) 48" Diameter HP Dual Wall Storm Pipe WTIB “Gray” 0'-5' Depth of Cut

100 L.F. $ $

(b) 48" Diameter HP Dual Wall Storm Pipe WTIB “Gray” 5'-10' Depth of Cut

100 L.F. $ $

(c) 48" Diameter HP Dual Wall Storm Pipe WTIB “Gray” 10'-15'Depth of Cut

20 L.F. $ $

8.(a) 15" Diameter Dual Wall HDPE Pipe STIB “Black” 0'- 5' Depth of Cut

480 L.F. $ $

(b) 15" Diameter Dual Wall HDPE Pipe STIB “Black” 5'-10' Depth of Cut

100 L.F. $ $

(c) 15" Diameter Dual Wall HDPE Pipe STIB “Black”10'-15' Depth of Cut 20 L.F. $ $

9.(a) 18" Diameter Dual Wall HDPE Pipe STIB “Black” 0'-5' Depth of Cut

480 L.F $ $

(b) 18" Diameter Dual Wall HDPE Pipe STIB “Black” 5'-10' Depth of Cut

100 L.F $ $

(c) 18" Diameter Dual Wall HDPE Pipe STIB “Black” 10'-15' Depth of Cut

20 L.F $ $

10.(a)

24" Diameter Dual Wall HDPE Pipe STIB “Black”

24" Diameter Dual Wall HDPE Pipe STIB “Black” 5'-10' Depth of Cut

100 L.F. $ $

(c) 24" Diameter Dual Wall HDPE Pipe STIB “Black” 10'-15'Depth of Cut

20 L.F. $ $

11.(a) 30" Diameter Dual Wall HDPE Pipe STIB “Black” 0'-5' Depth of Cut

100 L.F. $ $

(b) 30” Diameter Dual Wall HDPE Pipe STIB “Black” 5'-10' Depth of Cut

100 L.F. $ $

(c) 30” Diameter Dual Wall HDPE Pipe STIB “Black” 10'-15' Depth of Cut

20 L.F. $ $

12.(a) 36" Diameter Dual Wall HDPE Pipe STIB “Black”

100 L.F. $ $

36" Diameter Dual Wall HDPE Pipe STIB “Black”

36" Diameter Dual Wall HDPE Pipe STIB “Black” 10'-15'Depth of Cut

20 L.F. $ $

13.(a) 42" Diameter Dual Wall HDPE Pipe STIB “Black” 0'-5' Depth of Cut

L.F. $ $

(b) 42" Diameter Dual Wall HDPE Pipe STIB “Black” 5'-10' Depth of Cut

L.F. $ $

(c) 42" Diameter Dual Wall HDPE Pipe STIB “Black” 10'-15'Depth of Cut

L.F. $ $

14.(a) 48" Diameter Dual Wall HDPE Pipe STIB “Black” 0'-5' Depth of Cut

100 L.F. $ $

(b) 48" Diameter Dual Wall HDPE Pipe STIB “Black”5'-10' Depth of Cut 100 L.F. $ $

48" Diameter Dual Wall HDPE Pipe STIB “Black” 10'-15'Depth of Cut

20 L.F. $ $

15.(a) 18” x 11” Concrete Pipe 0'-5' Depth of Cut 100 L.F. $ $

(b) 18” x 11” Concrete Pipe 5'-10' Depth of Cut 100 L.F. $ $

(c) 18” x 11” Concrete Pipe 10'-15'Depth of Cut 20 L.F. $ $

16.(a) 22” x 13” Concrete Pipe 0'-5' Depth of Cut 50 L.F. $ $

(b) 22” x 13” Concrete Pipe 5'-10' Depth of Cut 50 L.F. $ $

(c) 22” x 13” Concrete Pipe 10'-15'Depth of Cut 20 L.F. $ $

17.(a) 29” x 18” Concrete Pipe 0'-5' Depth of Cut 50 L.F. $ $

(b) 29” x 18” Concrete Pipe 5'-10' Depth of Cut 50 L.F. $ $

(c) 29” x 18” Concrete Pipe 10'-15'Depth of Cut 20 L.F. $ $

18.(a) 36” x 23” Concrete Pipe 0'-5' Depth of Cut 50 L.F. $ $

(b) 36” x 23” Concrete Pipe 5'-10' Depth of Cut 50 L.F. $ $

(c) 36” x 23” Concrete Pipe 10'-15'Depth of Cut 20 L.F. $ $

19.(a) 44” x 27” Concrete Pipe 0'-5' Depth of Cut 50 L.F. $ $

(b) 44” x 27” Concrete Pipe 5'-10' Depth of Cut 50 L.F. $ $

(c) 44” x 27” Concrete Pipe 10'-15'Depth of Cut

20 L.F. $ $

20.(a) 51” x 31” Concrete Pipe 0'-5' Depth of Cut 50 L.F. $ $

(b) 51” x 31” Concrete Pipe 5'-10' Depth of Cut 50 L.F. $ $

(c) 51” x 31” Concrete Pipe 10'-15' Depth of Cut 20 L.F. $ $

21.(a) 58” x 36” Concrete Pipe 0'-5' Depth of Cut 50 L.F. $ $

(b) 58” x 36” Concrete Pipe 5'-10' Depth of Cut 50 L.F. $ $

(c) 58” x 36” Concrete Pipe 10'-15'Depth of Cut 20 L.F. $ $

22. 12” x 12” Catch Basin 1 Each $ $

23. 18” x 18” Catch Basin 1 Each $ $

24. 24” x 24” Catch Basin

(4’-6” max height in 3” increments) 1 Each

25. 24” x 24” Riser Section (12” to 48” height in 3” increments)

3 Inches $ $

26. 24” x 36” Catch Basin (4’-6” max height in 3” increments)

1 Each $ $

27. 24” x 36” Riser Section (12” to 48” height in 3” increments)

3 Inches $ $

28. 24” x 48” Catch Basin (4’-6” max height in 3” increments)

1 Each $ $

29. 24” x 48” Riser Section (12” to 48” height in 3” increments)

3 Inches $ $

30. 30” x 30” Catch Basin (4’-6” max height in 3” increments)

1 Each $ $

31. 30” x 30” Riser Section (12” to 48” height in 3” increments)

3 Inches $ $

32. 36” x 36” Catch Basin (4’-6” max height in 3” increments)

1 Each $ $

33. 36” x 36” Riser Section (12” to 48” height in 3” increments)

3 Inches $ $

34. 36” x 48” Catch Basin (4’-6” max height in 3” increments)

1 Each $ $

35. 36” x 48” Riser Section (12” to 48” height in 3” increments)

3 Inches $ $

36. 36” x 60” Catch Basin (4’-6” max height in 3” increments)

1 Each $ $

37. 36” x 60” Riser Section (12” to 48” height in 3” increments)

3 Inches $ $

38. 48” x 48” Catch Basin (4’-6” max height in 3” increments)

1 Each $ $

39. 60” x 60” Catch Basin (4’-6” max height in 3” increments)

1 Each $ $

40. 24” x 48” Type 1 Catch Basin (4’-6” max height in 3” increments) 1 Each $ $

41.

36” x 60” Curb Inlet (no wing extensions & 4’-6” max height in 3” increments)

Each

42.

36” x 60” SS-2 Curb Inlet (two 60” wing extensions & 4’-6” max height in 3” increments)

43.

36” x 60” SS-2 Curb Inlet (one 60” wing extensions & 4’-6” max height in 3” increments)

1 Each $ $

44.

36” x 60” Curb Inlet Top Section (no wing extensions) Standard Height

1 Each $ $

45.

36” x 60” SS-2 Curb Inlet Top Section (two 60” wing extensions) Standard Height

1 Each $ $

46.

36” x 60” SS-2 Curb Inlet Top Section (one 60” wing extensions) Standard Height

1 Each $ $

40. Supply & Install Select Bedding 150 CY $ $

41. Supply & Install Select Backfill 300 CY $ $

42.

Removal of Unsuitable or Excess Material (Includes removal, disposal, and hauling)

300 CY $ $

43. Connection to Existing Inlet 2 Each $ $ 44 (a). Removal of Existing Pipe <12” 50 LF $ $ 44 (b). Removal of Existing Pipe 12”-36” 50 LF $ $ 44 (c). Removal of Existing Pipe >36” 50 LF $ $

FORM # 6

DRAINAGE PIPE

MATERIALS ONLY

All HP Dual Wall Storm Pipe WTIB Gray in Color (ASTM F2881, AASHTO M330) and N12 Dual Wall HDPE Pipe STIB Black in Color (ASTM D3350, ASTM F2306, AASHTO M294) shall be in accordance with the latest edition of Mississippi Standard Specifications for Road and Bridge Construction, Mississippi Department of Transportation. Prices include delivery to the City of Gluckstadt at various street locations.

ITEM

DESCRIPTION

PROPOSAL

QUANTITY

ITEM

UNIT

UNIT

PRICE

TOTAL

PRICE

1. HP Dual Wall Storm Pipe WTIB “Gray” 15” x 20’ 1 Each $ $

2. HP Dual Wall Storm Pipe WTIB “Gray” 18” x 20’ 1 Each $ $

3. HP Dual Wall Storm Pipe WTIB “Gray” 24” x 20’ 1 Each $ $

4. HP Dual Wall Storm Pipe WTIB “Gray” 36” x 20’ 1 Each $ $

5. HP Dual Wall Storm Pipe WTIB “Gray” 48” x 20’ 1 Each $ $

6. Dual Wall HDPE Pipe STIB “Black” 15” x 20’ 1 Each $ $

7. Dual Wall HDPE Pipe STIB “Black” 18” x 20’ 1 Each $ $

9. Dual Wall HDPE Pipe STIB “Black” 24” x 20’ 1 Each $ $

10. Dual Wall HDPE Pipe STIB “Black” 36” x 20’ 1 Each $ $

11. Dual Wall HDPE Pipe STIB “Black” 48” x 20’ 1 Each $ $

FORM # 7

CONCRETE INSTALLATION AND REPAIR, LABOR AND MATERIALS

BID TYPE: Line Item Bids are to be quoted as listed below. Dirt work prior to placement of forms to be performed by the City of Gluckstadt. All concrete, steel dowels and dummy joints to be furnished by the Contractor. Curb and gutter shall be installed in accordance with Section 609 of the latest edition of the Mississippi Standard Specifications for Road and Bridge Construction. Asphalt curbing shall not be allowed. Miscellaneous-in-place concrete work shall include items shown as sidewalk, drive and concrete median. Leveling and lifting of concrete sidewalk, curb & gutter, and drainage structures & pipe shall conform to MDOT Special provision 907-420-4 and 907- 420-5 and use NCFI Poly System 24-003 or approved equal. ADA Curb Ramps shall conform to MDOT Standard Construction Details and City of Gluckstadt Standard Construction Details.

Type of curb ramp is dependent upon location and application. Minor Structures concrete work shall include items such as drainage structures and shall be installed in accordance with Section 601 of the latest edition of the Mississippi Standard Specifications for Road and Bridge Construction. The City at its option will execute the Contractors bid bond for failure to start the work within 30 days of the purchase order date. The City will also at its option execute the Contractors’ bid bond for failure to complete the work within 60 days of the purchase order date unless otherwise specified on the purchase order. Time extensions will be awarded at the discretion of the Public Works Director in extraordinary circumstances.

ITEM

DESCRIPTION

PROPOSAL

QUANTITY

ITEM

UNIT

UNIT

PRICE

TOTAL

PRICE

1 (a) Cast-in-Place Curb & Gutter

0-50 L.F. $ $

(b) 50-500 L.F. $ $

(c) >500 L.F. $ $

2 (a) Miscellaneous-in-Place Concrete

0-3 C.Y. $ $

(b) 3-8 C.Y. $ $

(c) >8 C.Y. $ $

3 (a) Minor Structures

0-3 C.Y. $ $

(b) 3-8 C.Y. $ $

(c) >8 C.Y. $ $

4 (a) ADA Curb Ramps 2 Each $ $

(b) City Standard 2 Each $ $

(c) MDOT Type I 2 Each $ $

(d) MDOT Type II 2 Each $ $

(e) MDOT Type III 2 Each $ $

(f) MDOT Type IV 2 Each $ $

5 (a) Removal and Replacement of existing Curb and Gutter

0-50 L.F. $ $

(b) 50-500 L.F. $ $

(c) >500 L.F. $ $

6 (a) Removal and Replacement of existing Miscellaneous Concrete

0-3 C.Y. $ $

(b) 3-8 C.Y. $ $

(c) >8 C.Y. $ $

7 (a) Removal and Replacement of existing Minor Structures

0-3 C.Y. $ $

(b) 3-8 C.Y. $ $

(c) >8 C.Y. $ $

8 Removal of existing Curb and Gutter 200 L.F. $ $

9 Removal of existing Misc.

Concrete 5 C.Y. $ $

10 Sawcutting of Existing Curb & Gutter or Misc. Concrete 10 C.Y. $ $

11 Concrete Sidewalk Leveling & Lifting 100 LBS $ $

12 Concrete Curb & Gutter Leveling & Lifting 100 LBS $ $

13 Drainage Structure & Pipe Leveling & Lifting 100 LBS $ $

14 Void Filling with Polyurethane Material 100 LBS $ $

FORM # 8

FINISHED SUPER-HIGH EFFICIENCY, FULL CUBE PRISMATIC RETRO

REFLECTIVE SHEETING (DIAMOND GRADE) TRAFFIC SIGNS

SEE DESCRIPTION & SPECIFICATION INFO. IN SECTIONS 1 & 2 BELOW BID SHEETS

NOTE: The quantities specified are not actual quantities proposed for immediate purchase, but are simply estimated quantities based upon prior annual purchases by the City. Unit Prices are requested for all items listed even though a zero (0) quantity may show that there have been no recent purchases.

QTY MUTCD

No.

ITEM

DESCRIPTION

SIZE UNIT

PRICE

1 20 R1-1 Stop 24"x24" $ 2 30 R1-1 Stop 30"x30" $ 3 0 R1-1 Stop 36"x36" $ 4 0 R1-1 Stop 48"x48" $ 5 10 R1-3(3) 3-Way 12"x 6" $ 6 10 R1-3(4) 4-Way 12"x 6" $ 7 10 R1-4 All Way 18"x 6" $ 8 25 R1-2 Yield 30"x30"x30" $ 9 0 R1-2 Yield 36"x36"x36" $

10 25 R2-1 Speed Limit (Speed Given) 24"x30" $

11 10 R2-5A Reduced Speed Ahead 24"x30" $

12 0 R2-5C Speed Zone Ahead 24"x30" $

13 10 R3-1 No Right Turn (Symbol) 24"x24" $

14 10 R3-2 No Left Turn (Symbol) 24"x24" $

15 0 R3-3 No Turns 24"x24" $

16 0 R3-4 No U-Turn (Symbol) 24"x24" $

17 10 R3-5L Left Turn Only 30"x36" $ 18 10 R3-5R Right Turn Only 30"x36" $ 19 0 R3-5A Straight Only 30"x36" $ 20 10 R3-6L Combination 30"x36" $

21 0 R3-6R Left/Through Combination 30"x36" $

22 5 R3-7L Right/Through Left Lane Must Turn Left

30"x30" $

23 5 R3-7R Right Lane Must Turn Right 30"x30" $

24 0 R3-8L Double Turn Left 30"x30" $ 25 0 R3-8R Double Turn Right 30"x30" $ 26 25 R3-9B Two-Way Left 24"x36" $

27 10 R4-7 Turn Lane Keep Right 24"x30" $

28 0 R4-7 Keep Right 30"x36" $ 29 0 R4-7A Keep Right (90) 24"x30" $ 30 0 R4-7B Keep Right (45) 24"x30" $ 31 0 R4-8 Keep Left 24'x30" $ 32 25 R5-1 Do Not Enter 30"x30" $ 33 10 R5-1A Wrong Way 36"x24" $ 34 0 R5-2 No Trucks Symbol 24"x24" $ 35 5 R5-3 No Motor Vehicles 24”x24” $ 36 10 R5-6 No Bikes (Symbol) 24”x24” $ 37 25 R6-1L One Way Left 36"x12" $ 38 25 R6-1R One Way Right 36"x12" $ 39 0 R6-2L One Way Left 18"x24" $ 40 0 R6-2R One Way Right 18"x24" $ 41 0 R6-3 Divided Highway 24"x18" $ 42 0 R6-3A Divided Highway 24"x18" $ 43 0 R7-1 No Parking Anytime 12"x18" $ 44 0 R8-3A No Parking Anytime 24"x24" $

45 0 R7-8 Reserved Handicapped 12"x18" $

46 0 R7-201A (Symbol) Tow-Away Symbol 12"x 6" $

47 0 R10-3BL Push Button For 9"x12" $

48 0 R10-3BR Walk Left Push Button For 9"x12" $

49 0 R10-6 Walk Right Stop Here on Red 24"x36" $

50 0 R10-7 Do Not Block 24”x30” $

51 0 R10-12 Intersection Left Turn Yield 24"x30" $

52 0 R11-2 Road Closed 48"x30" $ 53 0 R11-4 Road Closed to 60"x30" $

54 10 W1-1L Thru Traffic Left Turn 30"x30" $

55 0 W1-1L Left Turn 36"x36" $ 56 10 W1-1R Right Turn 30"x30" $ 57 0 W1-1R Right Turn 36"x36" $ 58 0 W1-2L Left Curve 30"x30" $ 59 0 W1-2L Left Curve 36"x36" $ 60 0 W1-2R Right Curve 30"x30" $

61 0 W1-2R Right Curve 36"x36" $ 62 0 W1-3L Reverse Turn Left 30"x30" $ 63 0 W1-3L Reverse Turn Left 36"x36" $ 64 0 W1-3R Reverse Turn Right 30"x30" $ 65 0 W1-3R Reverse Turn Right 36"x36" $ 66 0 W1-4L Reverse Curve Left 30"x30" $ 67 0 W1-4L Reverse Curve Left 36"x36" $

68 0 W1-4R Reverse Curve Right 30"x30" $

69 0 W1-4R Reverse Curve Right 36"x36" $

70 0 W1-5L Winding Road Left 30"x30 $ 71 0 W1-5R Winding Road Right 30"x3" $ 72 10 W1-6 Single Arrow 48"x4" $ 73 10 W1-7 Double Arrow 48"x24" $ 74 10 W1-8 Chevron 18"x24" $ 75 0 W1-8 Chevron 24"x30" $

W1-9R

Combination Hori-zontal Alignment/ Advisory Speed Sign

30”x30”

W1-9L

Combination Hori-zontal Alignment/ Advisory Speed Sign

30”x30”

78 0 W2-1 Cross Road 30"x30" $ 79 0 W2-2 Side Road 30"x30" $ 80 0 W2-4 T Intersection 30”x30” $ 81 0 W2-6 Circle Intersection 30”x30” $

82 10 W3-1A Stop Ahead (Symbol) 30"x30" $

83 0 W3-1A Stop Ahead (Symbol) 36"x36" $

84 0 W3-2A Yield Ahead (Symbol) 30"x30" $

85 0 W3-2A Yield Ahead (Symbol) 36"x36" $

86 10 W3-3 Signal Ahead (Symbol) 36"x36" $

87 0 W4-1 Merge Sign 36”x36” $ 88 0 W4-2L Left Lane Ends 30"x30" $ 89 0 W4-2L Left Lane Ends 36"x36" $ 90 0 W4-2R Right Lane Ends 30"x30" $ 91 0 W4-2R Right Lane Ends 36"x36" $ 92 0 W4-3 Added Lane 36”x36” $

93 0 W4-4P Cross Traffic Does Not Stop 36”x36” $

94 0 W6-1 Divided Highway Ahead 30"x30" $

95 0 W6-1 Divided Highway Ahead

36"x36" $

96 0 W6-2 Divided Highway 30"x30" $

97 0 W6-2 Divided Highway Ends 36"x36" $

98 0 W6-3 Two Way Traffic 30"x30" $ 99 0 W6-3 Two Way Traffic 36"x36" $ 100 5 W9-1L Left Lane Ends 30"x30" $ 101 0 W9-1L Left Lane Ends 36"x36" $ 102 5 W9-1R Right Lane Ends 30"x30" $ 103 0 W9-1R Right Lane Ends 36"x36" $ 104 5 W9-2L Merge Left 30"x30" $ 105 0 W9-2L Merge Left 36"x36" $ 106 5 W9-2R Merge Right 30"x30" $ 107 0 W9-2R Merge Right 36"x36" $ 108 10 W10-1 Railroad Symbol 36"Dia. $ 109 0 W10-2 Cross Road Railroad 30"x30" $ 110 0 W10-2 Cross Road Railroad 36"x36" $ 111 0 W10-3 Side Road Railroad 30"x30" $ 112 0 W10-3 Side Road Railroad 36"x36" $ 113 0 W10-4 T-Intersection RR 30"x30" $ 114 0 W10-4 T-Intersection RR 36"x36" $ 115 0 W11-1 Bicycle Crossing 36”x36” $ 116 0 W11-2 Pedestrian Symbol 30"x30" $ 117 0 W11-2 Pedestrian Symbol 36"x36" $ 118 0 W11A-2 Pedestrian Symbol 30"x30" $ 119 0 W11A-2 Pedestrian Symbol 36"x36" $ 120 0 W11-3 Deer Crossing 36”x36” $ 121 0 W11-8 Firetruck Crossing 36”x36” $ 122 0 W12-2 Bridge Height 30”x30” $ 123 0 W14-1 Dead End 30"x30" $ 124 0 W14-2 No Outlet 30”x30” $ 125 0 W15-1 Playground 30"x30" $ 126 0 W16-1 Share The Road 24”x30” $ 127 0 W16-5P Crossing Straight 6”x12” $

W16-6P

Arrow Crossing Turn Arrow

6”x12” $

129 0 W16-7P Crossing Down Arrow 6”x12” $

130 0 W17-1 Speed Hump 30”x30” $ 131 0 S1-1 School Advance 30"x30" $ 132 0 S1-1 School Advance 36"x36" $ 133 0 S2-1 School Crosswalk 30"x30" $ 134 0 S2-1 School Crosswalk 36"x36" $

135 0 S5-1 School Speed Limit Assembly 24"x48" $

136 0 M1-1 Interstate (Route given) 24"x24" $

137 0 M1-1 Interstate (Route given) 30"x24" $

138 0 M2-1 Junction Plate 21"x15" $ 139 0 M4-5 To Plate 24"x12" $

140 0 M5-1L Advance Turn Arrow - Left 21"x15" $

141 0 M5-1R Advance Turn Arrow - Right 21"x15" $

142 0 M6-1 Arrow Plate 21"x15" $ 143 0 M6-3 Straight Arrow Plate 21"x15" $ 144 0 D4-1 Parking Area 12”x18” $

SIGNS FOR SHARED-USE PATHS

QTY MUTCD

No.

ITEM

DESCRIPTION

SIZE UNIT

PRICE

145 0 R1-1 Stop 18”x18” $ 146 0 R1-2 Yield 24x24x24 $ 147 0 R3-16 Bicycle Lane 24”x30” $ 148 0 R3-16A Bicycle Lane 24”x30” $ 149 0 R3-17 Bicycle Lane 24”x30” $ 150 0 R3-17A Bicycle Lane 24”x30” $

151 0 R4-1 Movement Restriction 12”x18” $

152 0 R4-2 Movement Restriction 12”x18” $

153 0 R4-3 Movement Restriction 12”x18” $

154 0 R4-7 Movement Restriction 12”x18” $

155 0 R4-4 Begin Right Turn Lane Yield to Bikes 36”x30” $

156 0 R5-3 No Motor Vehicles 24”x24” $ 157 0 R5-6 Bicycle Prohibition 24”x24” $

158 0 R7-9 No Parking Bike Lane 12”x18” $

159 0 R7-9A No Parking Bike Lane 12”x18” $

160 0 R9-3A Pedestrians Prohibited 18”x18” $

161 0 R9-5 Bicycle Regulatory 12”x18” $ 162 0 R9-6 Bicycle Regulatory 12”x18” $

163 0 R9-7 Shared-Use Path Restriction 12”x18” $

164 0 R15-1 Railroad Crossbuck 24”x4.5” $

165 0 W1-1 Turn & Curve Warning 18”x18” $

166 0 W1-2 Turn & Curve Warning 18”x18” $

167 0 W1-3 Turn & Curve Warning 18”x18” $

168 0 W1-4 Turn & Curve Warning 18”x18” $

169 0 W1-5 Turn & Curve Warning 18”x18” $

170 0 W1-6 Arrow Warning 24”x12” $ 171 0 W1-7 Arrow Warning 24”x12” $

172 0 W2-1 Intersection Warning 18”x18” $

173 0 W2-2 Intersection Warning 18”x18” $

174 0 W2-3 Intersection Warning 18”x18” $

175 0 W2-4 Intersection Warning 18”x18” $

176 0 W2-5 Intersection Warning 18”x18” $

177 0 W3-1A Stop, Yield, Signal 18”x18” $ 178 0 W3-2A Stop, Yield, Signal 18”x18” $ 179 0 W3-3 Stop, Yield, Signal 18”x18” $ 180 0 W5-2A Road Narrows 18”x18” $ 181 0 W5-4 Bikeway Narrows 18”x18” $ 182 0 W7-5 Hill Sign 18”x18” $ 183 0 W8-1 Bump 18”x18” $ 184 0 W8-2 Dip 18”x18” $

185 0 W8-10 Bicycle Surface Condition 18”x18” $

186 0 W10-1 Advance Grade Crossing 18 Dia. $

187 0 W11-1 Bicycle Crossing 18”x18” $ 188 0 W12-2 Low Clearance 18”x18” $

189 0 W16-1 Share the Road Plaque 24”x30” $

190 0 D1-1 Supplemental Bike Route Plaque 24”x6” $

191 0 D4-3 Bicycle Parking 12”x18” $ 192 0 D11-1 Bike Route 24”x18” $

193 0 M1-8 Bicycle Route Marker 12”x18” $

194 0 M1-9 Bicycle Route Marker 18”x24” $

195 0 M4-11 Supplemental Bicycle Route Guide

12”x4” $

M4-12

Supplemental Bicycle Route

12”x4”

M4-13

Bicycle Route

12”x4” $

198 0 M7-1 Route Marker Supplemental Plaques

12”x9” $

199 0 M7-2 Route Marker Supplemental Plaques

12”x9” $

M7-3

Route Marker

12”x9”

201 0 M7-4 Route Marker Supplemental Plaques

12”x9” $

202 0 M7-5 Route Marker Supplemental Plaques

12”x9” $

203 0 M7-6 Route Marker Supplemental Plaques

12”x9” $

204 0 M7-7 Route Marker Supplemental

12”x9” $

STREET SIGN POSTS AND MISCELLANEOUS MATERIALS

All street sign posts and materials shall be in accordance with the latest Edition of the Manual of Uniform Traffic Control Devices and the Mississippi Standard Specifications for Road and Bridge Construction, Mississippi Department of Transportation. Prices include delivery to the City of Gluckstadt's Street Maintenance Department.

Bid price to be effective from OCTOBER 1, 2025 THRU SEPTEMBER 30, 2026.

ITEM

DESCRIPTION

PROPOSAL

QUANTITY

ITEM

UNIT

UNIT

PRICE

TOTAL

PRICE

205 7’ Long U-Channel Sign Post (Galvanized wt/ft = 2 LB) 50 Each $ $

206 8’ Long U-Channel Sign Post (Galvanized wt/ft = 2 LB) 50 Each $ $

207 9’ Long U-Channel Sign Post (Galvanized wt/ft = 2 LB) 50 Each $ $

208 10’ Long U-Channel Sign Post (Galvanized wt/ft = 2 LB) 50 Each $ $

209 12’ Long U-Channel Sign Post (Galvanized wt/ft = 2 LB) 50 Each $ $

210 10’ Long with Anchor Plates Sign Post (Galvanized wt/ft = 2.5 LB 50 Each $ $

211 Caps for U-Channel post for extruded street name blanks (Die Cast Aluminum 50 Each $ $

212 Crosses for extruded street name blanks (Die Cast Aluminum) 50 Each $ $

SECTION 1

All street sign faces, numbers, letters and related materials shall be in accordance with the latest edition of Manual of Uniform Traffic Control Devices, the Mississippi Standard Specifications for Road and Bridge Construction, Mississippi Department of Transportation (MDOT), MDOT Approved Products List and the City of Gluckstadt, MS Department of Public Works, Transportation Section - Specifications for Reflective Sheeting (See attached Specification in Section 2 & 3). The Super-High Efficiency, Full Cube Prismatic Sheeting in this specification shall be in accordance with the ASTM D4956-04 – Type IX, Modified Type IX and Type XI(ASTM Proposed).

Prices include delivery to the City of Gluckstadt's Street Maintenance Department.

Bid price to be effective from OCTOBER 1, 2025 THRU SEPTEMBER 30, 2026.

The above will comply with the specifications included in the Notice to Dealers, with any and all exceptions noted in a separate document.

The above listed prices for each type of traffic sign shall be for any quantity or combination of the various types of signs. No discounts (or increases) shall be allowed for large (or small) quantities of individual traffic sign types. The above prices shall be for any quantity or combination of the various signs.

The above will be delivered F.O.B., prepaid and allowed, Gluckstadt, Mississippi, within days after receipt of your purchase order.

SECTION - 2 SPECIFICATION NO. – DG3 8/2006

SPECIFICATION FOR

SUPER-HIGH EFFICIENCY, FULL CUBE REFLECTIVE SHEETING CITY OF

GLUCKSTADT, MS - TRANSPORTATION DIVISION

Note: The following specification contains warranty clauses directly related to product performance.

1.0 Scope. This specification covers flexible, white and colored, Super-High Efficiency Full Cube Diamond Grade retro-reflective sheeting, tape and related processing materials designed to enhance the day/night visibility of traffic control signs and objects.

2.0 Applicable Documents. The following documents, of the issue in effect on the date of invitation for bids or request for proposal, form a part of this specification to the extent specified herein:

2.1 ASTM Standards.

2.1.1 D4956 Standard Specification for Retro-reflective Sheeting for Traffic Control

2.1.2 B 209 Specification for Aluminum and Aluminum Alloy Sheet and Plate.

2.1.3 D 523 Standard Method for Test for Specular Gloss.

2.1.4 E 284 Standard Definition of Terms Relating to Appearance of Materials.

2.1.5 E 308 Computing the Colors of Objects by Using the CIE System.

2.1.6 E 810 Standard Test Method for Coefficient of Retro-reflection of Retro-reflective Sheeting.

2.1.7 E 1164 Standard Practice for Obtaining Spectrophotometric Data for Object-Color Evaluation.

3.0 Description. The retro-reflective sheeting shall have a smooth surface with a distinctive interlocking diamond seal pattern. The sheeting shall be pre-coated with a pressure sensitive adhesive backing protected by a removable liner. The Super-High Efficiency Full Cube Diamond Grade Prismatic Sheeting in this specification shall be in accordance with the ASTM D4956-04 – Type IX and XI (ASTM Proposed).

4.0 Test Methods.

4.1 Test Conditions. Unless otherwise specified herein, all applied and unapplied test samples and specimens shall be conditioned at the standard conditions of 23 +/- 3 deg.

C. (73 +/- 3 deg. F) and 50 +/- 5% relative humidity for 24 hours prior to testing.

4.2 Test Panels. Unless otherwise specified herein, when tests are to be performed using test panels, the specimens of retro-reflective material shall be applied to smooth aluminum cut from ASTM B-209 Alloy 5052-H36, 5052-H38, 5154-H38 or 6061-T6 sheets in 0.05 cm. (0.020 in.), 0.10 cm (0.040 in.) or 0.16 cm (0.063 in.) thickness. The aluminum shall be degreased and lightly acid etched before the specimens are applied.

The specimens shall be applied to the panels in accordance with the recommendations of the retro-reflective sheeting manufacturer.

5.0 Physical Requirements.

5.1 Color Requirements. Color shall be as specified and shall conform to the requirements of ASTM D 4956-05, Table 17. Luminance factors shall conform to ASTM D 4956-05, Tables 10 and 14.

5.1.1 Color Test. Conformance to color requirements of Table I shall be determined by instrumental method in accordance with ASTM E 1164 on sheeting applied to aluminum test panels. The values shall be determined on a HunterLab Labscan 6000 0/45 Spectrocolorimeter with option CMR 559 {or approved equal 0/45 (45/0) instrument with circumferential viewing (illumination)}. Computations shall be done in accordance with ASTM E 308 for the 2 degree observer.

5.2 Coefficient of Retro-reflection, Ra. The Coefficients of retro-reflection shall not be less than the minimum values specified in Table I. Testing shall be in accordance with

ASTM E 810.

5.2.1 Units. Coefficients of retroreflection Ra. shall be specified in units of candelas per lux per square meter (candelas per footcandle per square foot).

5.2.2 The observation angles shall be 0.2, 0.5 and 1.0 degrees.

5.2.3 Values at 0 and 90 degrees orientation shall be averaged.

5.2.4 For screen printed transparent colored areas or transparent colored overlay films on white sheeting, the coefficients of retroreflection shall not be less than 70% of the values for corresponding color in Table I.

TABLE I

Minimum Coefficient of Retroreflection Ra (Candelas per lux per square meter)

White -4 30 Blue -4 30

0.2 570 215 0.2 26 10

0.5 400 150 0.5 18 6.8

1.0 120 45 1.0 5.4 2.0

Yellow -4 30 FYG -4 30

0.2 425 160 0.2 455 170

0.5 300 112 0.5 320 120

1.0 90 34 1.0 96 36

Red -4 30 FY -4 30

0.2 114 43 0.2 340 130

0.5 80 30 0.5 240 90

1.0 24 9 1.0 72 27

Green -4 30 FO -4 30

0.2 57 21 0.2 170 64

0.5 40 15 0.5 120 45

1.0 12 4.5 1.0 36 14

5.3 Gloss. The retro-reflective sheeting shall have an 85 degree specular gloss of not less than 50 when tested in accordance with ASTM D-523.

5.4 Color Processing. The retro-reflective sheeting shall permit cutting and color processing with compatible transparent and opaque process colors in accordance with the sheeting manufacturer's recommendations at temperatures of 15 to 38 degrees C (59 to 100 degrees F) and relative humidity’s of 20% to 80%. The sheeting shall be heat resistant and permit force curing without staining of applied or unapplied sheeting at temperatures recommended by the sheeting manufacturer.

5.6 Adhesive. The protective liner attached to the adhesive shall be removed by peeling without soaking in water or other solutions, without breaking, tearing, or removing any adhesive from the backing. The protective liner shall be easily removed following accelerated storage for 4 hours at 70 degrees C (158 degrees F) under a weight of .175 Kg/sq.cm. (2.5 pounds per square inch). The adhesive backing of the retro-reflective sheeting shall produce a bond to support a .80 Kg (1.75 pound) weight for 5 minutes without the bond peeling for a distance of more than 5.0 cm (2.0 inches) when applied to a test panel prepared as in 4.2. Apply 10 cm (4 inches) of a 2.5 cm x 15 cm (1" x 6") specimen to a test panel. Condition and then position the panel face down horizontally, suspend the weight from the free end of the sample and allow it to hang free at an angle of 90 degrees to the panel surface for 5 minutes.

5.7 Impact Resistance. The retro-reflective sheeting shall comply with the impact resistance requirements contained in ASTM D 4956-05, section 6.10.

5.8 Resistance to Accelerated Outdoor Weathering. The retro-reflective surface of the sheeting shall be weather resistant and show no appreciable cracking, blistering, crazing, or dimensional change after 3 years unprotected outdoor exposure, facing the equator and inclined 45 degrees from the vertical. Following weather exposure, panels shall be washed in a 1% detergent solution for 45 seconds, rinsed thoroughly with clean water, blotted with a soft clean cloth and brought to equilibrium at standard conditions. After cleaning, the coefficient of retro-reflection shall not be less than 80% of the values in Table I and the colors shall conform to the requirements of ASTM D 4956, Table 17. The sample shall:

5.8.1 Show no appreciable evidence of cracking, scaling, pitting, blistering, edge lifting or curling or more than 0.8 mm (1/32 inch) shrinkage or expansion.

5.8.2 Be measured only at angles of: 0.2 degree observation, -4 degree entrance,

1.0 degree observation, -4 degree entrance. Where more than one panel of a color is measured, the coefficient of retro-reflection shall be the average of all determinations.

5.9 Resistance to Heat. The retro-reflective sheeting, applied to a test panel and conditioned as in 4.1, shall be measured at 0.2 degree observation and -4 degree entrance angles and exposed to 71 +/- 3 degrees C (160 +/- 5 degrees F) for 24 hours in an air circulating oven. After heat exposure and conditioning according to provision of Section 4.1, the sheeting shall retain between 85% and 115% of the values measured before exposure.

5.10 General Characteristics and Packaging. The retro-reflective sheeting as supplied shall be of good appearance, free from ragged edges, cracks and extraneous materials, and shall be furnished in either rolls or sheets. When furnished in continuous rolls, the average number of splices shall not be more than 3 per 50 meters (54.7 yd) of material with a maximum of 4 pieces in any 50-meter (45.7 yd) length. Splices shall be butted or overlapped and shall be suitable for continuous application as furnished.