Two (2) Year Contract for Drainage Outfall Pipe Replacements for the

Location:	Louisiana
Posted:	May 20, 2026
Due:	Jun 16, 2026
Agency:	State Government of Louisiana
Type of Government:	State & Local
Category:	J - Maintenance, Repair, and Rebuilding of Equipment Y - Construction of Structures and Facilities Z - Maintenance, Repair or Alteration of Real Property
Solicitation No:	JPP-50-00150096
Publication URL:	To access bid details, please log in.

Bid Number	Description	Date Issued	Bid Open Date/Time
JPP-50-00150096	Two (2) Year Contract for Drainage Outfall Pipe Replacements for the Jefferson Parish Drainage Department Original: JPP-50-00150096	05/20/2026	06/16/2026 2:00:00 PM CT

Contact Information for Bid # JPP-50-00150096

Department	Non State - Jefferson Parish Purchasing Department
Section	Jefferson Parish Purchasing
Dept Code	JPP
Contact	Misty Camardelle
Address	200 Derbigny St., Suite 4400 Gretna, LA 70053
Phone	504-364-2678
Fax	504-364-2693
Email	purchasing@jeffparish.net

Attachment Preview

Bid Number 50–00150096

Two (2) Year Contract for Drainage Outfall Pipe Replacement for the

Jefferson Parish Drainage Department

BID DUE: June 16, 2026 AT 2:00 PM

ATTENTION VENDORS!!!

Please review all pages and respond accordingly, complying with all provisions

in the technical specifications and Jefferson Parish Instructions for Bidders and

General Terms and Conditions. All bids must be received on the Purchasing

Department’s eProcurement site, www.jeffparishbids.net, by the bid due date

and time. Late bids will not be accepted.

Jefferson Parish Purchasing Department

200 Derbigny Street

General Government Building, Suite 4400

Gretna, LA 70053

Purchasing Specialist: Sean Dumas

Email: Sean.Dumas@jeffparish.gov

Phone: 504-364-2808

Bid Bond

An Electronic Bid Bond must be submitted with this bid, through one of the respective clearing

houses at https://www.centralbidding.com/bid-bonds/ To access the bonding companies on

Central Bidding, hover over the “Central Bidding” link at the top of the page and select the “Bid

Bonds” link.

The electronic bid bond number is to be placed in the required section listed on the standard

envelope. Scanned copies of bid bonds will not be accepted with your submission.

Bid #50-00150096

Two Year Contract for Drainage Outfall Pipe Replacement

Payment and performance bonds of 50% each of the contract amount will be required at

the signing of the contract. A Bid Bond in the amount of 5% of the bid price will be

required with bid submission.

A Louisiana State Contractor’s License in the Category of Highway, Street, and

Bridge Construction is required in accordance with La. R.S. 37-2150 et. seq. and

such license number will be shown on the outside of the electronic bid envelope.

Failure to comply will cause the bid to be rejected. Prime Contractor submitting the bid is

required to complete at least 51% of the work required under this contract. Furthermore,

Prime Contractor must hold all required licenses. Subcontractors cannot be used to

satisfy license requirements.

The work to be performed under this contract consists of removal and replacement of

CMP outfall pipe and the installation of decorative concrete outfall pipe end treatments

following the Jefferson Parish standard detail included in these specifications.

Contractor shall be aware and shall be held responsible under this contract to the

requirements prescribed by Resolution 136353, as amended, provides for a uniform set

of general specifications and conditions for all contractors engaged in performing work

or services for the Parish of Jefferson.

This contract is as-needed work with no guaranteed minimum.

THE BELOW SPECIFICATIONS WILL APPLY TO

ITEMS 0010 THRU 0390:

Canal Outfall Structure – This consists of furnishing all equipment, labor, materials and

incidentals and performing all operations in connection with the construction of canal

outfall structures in accordance with these specifications and applicable drawings.

Measurement for payment shall be per each and shall include; excavation, fabric,

geogrid, bedding, rip rap, concrete, reinforcing steel, temporary dams, dewatering, and

other incidentals as required to complete the structure.

All materials shall conform to the minimum standards set forth in the Louisiana Standard

Specifications for Roads and Bridges 2016 ed. or better.

A. Geotextile Fabric – shall be Mirafi 140N, Propex Geotext 401 approved equal

non-woven fabric that complies with Section 1019 and Table 1019-1 of the Louisiana

Specifications for Roads And Bridges 2016 ed. Geotextile fabric shall have an opaque,

waterproof wrapping protecting against moisture and extended ultraviolet light exposure.

Fabric shall be laid flat in the direction of the bedding material placement without folds or

creases and shall have a minimum 3 foot overlap. Each edge shall be finished to

prevent the outer yarn from pulling away. And damaged, ripped or torn fabric shall be

removed and replaced or shall be overlaid with an additional of fabric extending

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Bid #50-00150096

3 feet beyond the damage in all directions. There shall be no additional payment for

repairs.

B. Geogrid – The geogrid shall be Tensar BX1200, Tensar Type 11, Syntec

SBX12 or approved equal with a regular grid structure formed by punching and drawing

a continuous sheet of select polypropylene material and shall have aperture geometry

and rib and junction cross-sections sufficient to permit significant mechanical interlock

with the material being stabilized. The geogrid shall have high flexural rigidity and high

tensile modulus in relation to the material being stabilized and shall also have a high

level of continuity through all ribs and junctions of the grid structure. The geogrid shall

maintain its confinement and interlock capabilities under repeated dynamic loads while

in service and shall also be resistant to ultraviolet degradation, to damage under normal

construction practices, and to all forms of biological or chemical degradation normally

encountered in the material being stabilized. Geogrid that has been installed shall be

covered with rip rap within 7 calendar days. The geogrid shall meet the following

minimum requirements: 1. Nominal Aperture size – 1.0 inches minimum to 1.3 inches

maximum 2. Ultimate Tensile Strength – 1310lb/ft minimum per ASTM D-6637 3.

Tensile Strength at 2% strain – 410 lb/ft minimum per ASTM D-6637 4. Tensile Strength

at 5% strain – 810 lb/ft minimum per ASTM D-6637 The Contractor may request a

product from any geogrid manufacture listed on LDOTD’s Qualified Products List for

approval. Geogrid shall be oriented such that the roll length runs parallel to the road

direction. Geogrid shall be overlapped a minimum of 3-foot and there is no extra pay for

overlapped area. Care shall be taken to ensure that geogrid sections do not separate at

overlaps during construction. Placement of geogrid around corners will require cutting of

geogrid product and diagonal overlapping of same to ensure that excessive buckling of

grid material does not occur. Exercise care during placement of embankment over

geogrid so as not to damage geogrid.

C. Bedding Material – shall be #57 Crushed Stone from an approved source in

accordance with Section 726 and 1003.10 of the Louisiana Standard Specifications for

Roads and Bridges It shall be carefully placed in accordance with the lines, grades and

thicknesses shown on the plans as to not cause damage to the underlying geotextile

fabric.

D. Rip Rap shall be from an approved source in accordance with the gradation

limits listed for Class 10 LB rip rap in Table 711-1 on Page 393 of the “Purple Book”.

The rip rap shall be free of earth and other foreign material. Place rip rap on prepared

surface of crushed stone as per the detail. Rip rap shall be placed to the lines, grades

and thicknesses shown on the plans without disturbing the crushed stone sub layer.

Recycled concrete will not be allowed in lieu of stone.

E. Concrete pavement– Cast in place structural concrete shall be placed,

finished and cured in accordance with Section 805 of the “Purple Book” Concrete shall

achieve a minimum compressive strength of 4000 psi in 3 calendar days. Curing

compound shall be applied in strict accordance with the manufacturer’s

recommendations. Concrete shall be stamped in a brick pattern 9” x 6”with ½” grout line

width using Butterfield Color BST6202 or equivalent.

F. Reinforcing Steel- shall be Grade 60 and comply with Section 1009.01 of the

“Purple Book” in accordance with ASTM A615 and A1064.

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Bid #50-00150096

Removal and disposal of drain pipe - Measurement for payment of removal of drain

pipe shall be paid for by linear foot. Bid prices should include all costs for labor,

equipment, and material necessary to remove and dispose of existing drain lines

deemed no longer necessary and restore the canal bank at the removal site.

Replace outfall pipe – Measurement for payment of drain pipe shall be paid for by linear

foot. Bid prices should include all cost of labor, materials (pipe, excavation, sheeting,

bracing, bedding, fill, etc.) and equipment necessary to install new drain pipe including

the removal and disposal of existing drain pipe. All workmanship shall be in accordance

with Jefferson Parish Department of Engineering Standard Details.

Install new drain pipe – Measurement for payment of drain pipe shall be paid for by

linear foot. Bid prices should include all cost of labor, materials (pipe, excavation,

sheeting, bracing, bedding, fill, etc.) and equipment necessary to install new drain. All

workmanship shall be in accordance with Jefferson Parish Department of Engineering

Standard Details.

Manhole – Frames, grates and covers for manholes should be the heavy duty type. The

only acceptable frames, grates and covers are those which are domestically

manufactured. All castings shall be clearly stamped or engraved with the manufacturer’s

name and part number on the casting.

Installations will follow Jefferson Parish Department of Engineering Standard Details. Bid

prices shall include the bricks/mortar to construct the box, with top and bottom slabs,

excavation, sheeting and bracing, backfill materials, etc. as required.

Conflict Box – Conflict Boxes should be the heavy duty type. The only acceptable

frames, grates and covers are those which are domestically manufactured. All castings

shall be clearly stamped or engraved with the manufacturer’s name and part number on

the casting.

Installations will follow Jefferson Parish Department of Engineering Standard Details. Bid

prices shall include the bricks/mortar to construct the box, with top and bottom slabs,

excavation, sheeting and bracing, backfill materials, etc. as required.

Mobilization – Item consists of the mobilization and demobilization of the contractor’s

forces and equipment necessary for performing the work required under the contract at

a specific parish assigned site. It does not include mobilization and demobilization for

specific items of work for which payment is provided under another contract item.

Mobilization and demobilization includes all activities and associated costs for

transportation of contractor’s personnel, equipment, and operating supplies to the site.

Demobilization – Item is only to be used for unforeseen conflicts where work cannot

continue.

Traffic Control – All signs, signals, barricades, use of flaggers, and other traffic control

and public safety devices required where needed to allow for the safe movement of

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Two (2) Year Contract for Drainage Outfall Pipe Replacements for the

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