Columbia County Pipe Lining Project
| Bidders ID: | NBD13138966077523842 |
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| Due Date: | Aug 7, 2026 |
| Posted Date: | Jul 22, 2026 |
| Level of Government: | State & Local |
| State: | Pennsylvania |
| Agency: | State Government of Pennsylvania |
| Category: |
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| Solicitation Number: | 6100066365 |
| Source: | Members Only |
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General Information |
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Department for this solicitation: |
Procurement | ||||||
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Date Prepared: |
07/22/26 |
Types: |
IFB | ||||
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Advertisement Type: |
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Solicitation/Project#: |
6100066365 |
Solicitation/Project Title: |
Columbia County Pipe Lining Project | ||||
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Description: |
The Pennsylvania Department of Transportation (PennDOT) is seeking an Offeror to repair a pipe culvert on SR4009 through the installation of High-Density Polyethylene pipe culvert liner from a manufacturer listed in PENNDOT Publication 35 (Bulletin 15) Section 601.2(a)6.a and grouting from a manufacturer listed in PENNDOT Publication 35 (Bulletin 15) Section 220.2(d) of annular space between the existing pipe and liner pipe. Existing Pipe: SR 4009 segment 10 Offset 0560 to segment 10 Offset 1325, excluding section segment 0010/0900 –0010/1030. A. Pipe 1: 235 linear feet of 18-inch existing corrugated steel culvert pipe; B. Pipe 2: 117 linear feet of 18-inch existing corrugated steel culvert pipe; C. Pipe 3: 166 linear feet of 24-inch existing corrugated steel culvert pipe; and D. Pipe 4: 96 linear feet of 24-inch existing corrugated steel culvert pipe. | ||||||
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Department Information |
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Department/Agency: |
Department of Transportation |
Delivery Location: |
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County: |
Columbia |
Duration: |
1 Year |
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Contact Information |
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First Name: |
Sandra |
Last Name: |
Duke |
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Phone Number: (XXX-XXX-XXXX) |
570-368-4211 |
Email: |
sanduke@pa.gov |
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Solicitation Information |
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Bids must be received by the purchasing agency on the Solicitation Due Date no later than the Solicitation Due Time as set forth in the solicitation. Any conflict between the dates and/or times contained in the solicitation itself or its attachments and this advertisement shall be resolved in favor of the solicitation. |
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Solicitation Start Date: |
07/24/26 | ||
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Solicitation Due Date: |
08/07/26 |
Solicitation Due Time: |
2:00 PM |
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Solicitation Opening Date: |
08/12/26 |
Solicitation Opening Time: |
11:00 AM |
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Opening Location: |
Request Invitation For Via Teams Invite Via Email To Sandra Duke At Sanduke Pa Gov | ||
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No. of Addendums: |
0 | ||
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Amended Date: |
07/22/26 |
Attachment Preview
Columbia County State Route 4009 Pipe Lining
Scope of Work
I-1. Statement of the Project.
The Pennsylvania Department of Transportation (PennDOT) is seeking an Offeror to repair a pipe culvert on SR
4009 through the installation of a High Density Polyethylene pipe culvert liner from a manufacturer listed in
PENNDOT Publication 35 (Bulletin 15) Section 601.2(a)6.a and grouting from a manufacturer listed in
PENNDOT Publication 35 (Bulletin 15) Section 220.2(d) of annular space between the existing pipe and liner
pipe.
Existing Pipe: SR 4009 segment 10 Offset 0560 to segment 10 Offset 1325, excluding section segment
0010/0900 – 0010/1030.
A. Pipe 1: 235 linear feet of 18-inch existing corrugated steel culvert pipe;
B. Pipe 2: 117 linear feet of 18-inch existing corrugated steel culvert pipe;
C. Pipe 3: 166 linear feet of 24-inch existing corrugated steel culvert pipe; and
D. Pipe 4: 96 linear feet of 24-inch existing corrugated steel culvert pipe.
The Project Engineer will be known as the Project Manager.
A. The selected Offeror shall:
1. Determine the necessary diameter and liner thickness based upon depth, diameter, shape,
traffic loading, groundwater pressures and condition for this pipe segment.
2. Ensure calculations are prepared and stamped by a professional engineer or manufacturers
specifications.
3. Construct Access and working area(s) as necessary on the inlet and/or outlet side of the
pipe sections.
4. Dewatering and flush pipe as necessary.
5. Install the liner.
6. Ensure that the annular space between the existing pipe and the liner pipe is completely
filled with grout.
7. Re-establish access road and working area to pre-project conditions.
8. Remove any obstructions.
9. Replace existing pavement, curb and sidewalk, as needed, replacement should match
existing material in thickness and type and sealed along joints.
Figure 1: General Site Location
Figure 2: Project Location
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B. Construction Items:
1. Mobilization: This work is the assembly and set-up of the general plant required to comply with
the contract and with local and State laws and regulations. General plant includes Contractor's
offices, shops, plants, storage areas, and sanitary or other facilities. This work includes obtaining the
required permits, insurance, bonds, and any other initial items required for the start of the work.
This work is incidental to the project.
2. Installation of a High Density Polyethylene Pipe Culvert Liner: This work is for slip lining
existing 18 to 24 inch corrugated metal pipe and grouting of annular space between the existing pipe
and liner pipe. The work, including but not limited to the following, are incidental to the pipe Linear
Foot item: Determine the necessary diameter and liner thickness based upon depth, diameter, shape,
traffic loading, groundwater pressures and condition for this pipe segment; Contractor shall conduct
a site visit prior to bidding on the project to determine pipe lengths to be used in the lining process.
Individual liner section lengths shall be a minimum of 6 feet but shall not exceed 20’ unless pre-
approved. This Linear Feet price shall be for cleaning existing pipe; for furnishing, hauling,
installing liner pipe and placing grout; fusing connections as necessary, for all labor, tools
equipment, materials, clean-up and incidentals.
Submit detailed shop drawings showing all dimensions of liner pipe, material list, bracing details,
bulkhead details, grout port locations, grout flow control details, and complete construction
sequencing to the Department Representative. Ensure calculations are prepared and stamped by a
professional engineer or manufacturers specifications.
Construction schedule shall be submitted 3 weeks prior to starting work to allow time to coordinate
with property owners. The Department will coordinate with affected property owners.
Prepare the existing pipe for the installation of the liner pipe by removing all sediment and objects or
parts of the existing pipe that could damage the liner pipe during installation. PennDOT’s
Project Manager complete a final inspection and will notify the offeror if an internal inspection
reveals an obstruction that cannot be removed by conventional cleaning equipment; and provide
written guidance on how the obstruction will be resolved.
Install the liner pipe in accordance with approved shop drawings or manufacturers specifications.
Maintain consistent spacing around the liner pipe using spacers or other acceptable devices. Ensure
that the annular space between the existing pipe and the liner pipe is completely filled with grout.
Patch holes and fill voids in and around existing pipe with material as required by
PennDOT’s Project Manager.
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3. Access, site preparation and restoration: This work is constructing access as necessary to the
pipe sections, constructing work area for pipe placement and site restoration.
Replace existing pavement, curb and sidewalk, as needed, replacement should match existing
material in thickness and type and sealed along joints. Refer to Sidewalk and Curb standard
RC64M and RC67M and use AAA concrete. For existing pavement replacement, refer to the
flexible pavement restoration detail below.
4. Maintenance and Protection of Traffic —This work is the furnishing, installing, maintaining,
and relocating of traffic control devices according to Publication 212, Publication 213, and the
MUTCD. This work may include message boards as necessary, flagging and pilot car operation
for guidance of traffic through the temporary traffic control zone and dust control. Traffic will
need to be restored to 2 lanes at the end of each work day and weekends.
C. Construction Meeting. The Offeror shall send a representative to attend a construction meeting after the
purchase order is issued. The time and location will be provided by PennDOT’s Project Manager. The
Offeror shall be prepared to discuss access, site preparation, proposed BMP’s, Traffic Control and
construction sequence at the meeting.
D. Flow Control. The selected Offeror shall, perform work with no flow or rainfall in the foreseeable future
during work or curing processes.
E. Flowable Backfill, Type D. or Low-Density Cellular Concrete (LDCC)
1. Work Included: This work shall consist of batching, mixing, and placing LDCC of the appropriate
density as indicated by the specifications or as directed by the engineer. A trained LDCC installer
shall furnish labor, material, equipment, and supervision for the installation of the LDCC in
accordance with the drawings and specifications.
2. Use skilled labor that is thoroughly trained, experienced, and familiar with the specified
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requirements and the methods for proper performance of this work.
3. Foam Liquid Concentrate: Shall comply with the standard specifications of ASTM C 869 when
tested in accordance with ASTM C 796.
4. Cement: The Portland cement shall comply with ASTM C 150. Other supplemental cementitious
material such as fly ash may be used when approved by the project engineer. Supplementary
cementitious materials should be tested prior to the start of the project for compatibility with the
foaming agent.
5. Admixtures: Admixtures for accelerating, water reducing, and other specific properties may be
used when specifically approved by the project engineer. Admixtures should be tested prior to the
start of the project for compatibility with the foaming agent.
6. Water: Use water that is potable and free from deleterious amounts of alkali, acid, and organic
materials, which would adversely affect the setting or strength of the LDCC.
EXECUTION
(1) SUBGRADE CONDITIONS
(a) Examine the areas and conditions under which work of this section will be performed. Correct
conditions that may be determined to be detrimental to timely and proper completion of the
work. Do not proceed until satisfactory conditions are established.
(b) The area to be filled shall not have any standing water in it prior to placement of LDCC.
(c) Any items to be encased in LDCC shall be properly set and stable prior to the installation.
(2) WEATHER CONDITIONS
(a) Avoid freezing before the initial set of LDCC occurs.
(b) Do not place at temperatures lower than 32 degrees Fahrenheit or when freezing conditions
are expected in less than 24 hours.
(c) If these conditions cannot be met, consult PennDOT’s Project Manager to determine
precautions necessary to assure acceptable installation.
(3) MIXING AND CONVEYING
(a) Use job site proportioning, mixing, and placing equipment approved by project engineer.
(b) Mix the materials according to the mix design and convey promptly to point of final
placement.
(c) Avoid excess handling of LDCC according to industry standards.
(d) Place LDCC in lifts not to exceed 48 inches in depth, unless otherwise approved by the
PENNDOT project manager.
(e) Use silt fabric around the LDCC if recommended by the engineer.
(4) TESTING
(a) WET DENSITY
(i) During placement of the initial batches, check the density and adjust the mix as required to
obtain the specified cast density at the point of placement per ASTM.
(ii) Four (4) specimens shall be taken for each 100 cubic yards of LDCC or as recommended
per the project engineer.
F. Service. This work will be completed in accordance with this statement of work to complete the
installation, including but not limited to, labor, equipment, material, tools, excavation, cleaning, pipe liner,
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