C04b Attachment 2 Specs Blanchard Sewer Line Replacemt 127EAX26Q0052.pdf

Project Manual Project Name: Blanchard Springs Sewer Line Replacement

Project Short Name

Project Number: 12445124R0029

Date Issued February 13, 2026

Prepared by:

Marrero, Couvillon & Associates, LLC.

2644 S.Sherwood Forest Blvd., Suite 200

Baton Rouge, Louisiana 70816 Tel: (225) 408-8249

Construction Documents

USDA Forest Service Marrero, Couvillon and Associates LLC

Blanchard Springs Sewer Line Repair Baton Rouge, LA

Mountain View, AR February 13, 2026

TABLE OF CONTENTS

DIVISION 0

00 01 07 Seals Page

DIVISION 01 – GENERAL REQUIREMENTS

01 10 00 Summary

01 14 00 Work Restrictions

01 27 00 Measurement and Payment

01 31 00 Project Management and Coordination

01 33 00 Submittal Procedures

01 40 00 Quality Control

01 42 00 References

01 50 00 Temporary Facilities and Controls

01 55 26 Traffic Control

01 70 00 Execution Requirements

01 73 20 Selective Demolition

01 77 00 Closeout Procedures

DIVISION 08 – OPENINGS

08 16 13 Fiberglass (FRP) Doors and Frames

08 71 00 Door Hardware

DIVISION 09 – FINISHES

09 91 13 Exterior Painting

09 96 00 High Performance Coatings

DIVISION 22 - PLUMBING

22 05 23.14 Check Valves for Plumbing Piping

22 05 23.15 Gate Valves for Plumbing Piping

22 05 53 Identification for Plumbing Piping and Equipment

22 13 16 Sanitary Waste and Vent Piping

22 13 29 Sanitary Sewerage Pumps

DIVISION 23 – MECHANICAL

23 83 39.16 Propeller Unit Heaters

DIVISION 26 – ELECTRICAL

26 05 19 Low-Voltage Electrical Power Conductors and Cables

26 05 23 Control-Voltage Electrical Power Cables

USDA Forest Service Marrero, Couvillon and Associates LLC

Blanchard Springs Sewer Line Repair Baton Rouge, LA

Mountain View, AR February 13, 2026

26 05 26 Grounding and Bonding for Electrical Systems

26 05 33 Raceway and Boxes for Electrical Systems

26 24 16 Panelboards

26 29 13.03 Manual and Magnetic Motor Controllers

26 51 19 LED Interior Lighting

DIVISION 31 – EARTHWORK

31 11 00 Clearing and Grubbing 31 23 00 Excavation and Backfill 31 35 00 Slope Protection and Erosion Control

DIVISION 32 – Exterior Improvements

32 91 00 Topsoil

32 92 00 Grassing

DIVISION 33 – UTILITIES

33 01 30.11 Television Inspection

33 01 30.41 Cleaning of Sewer Lines

33 01 33 Cured-In-Place Pipe Lining

33 05 05 Buried Piping Installation

33 05 07 Horizontal Directional Drilling

33 05 61 Precast Concrete Manholes

33 31 11 Sanitary Sewer Piping

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2026.02.13

2/13/2026

No. 23780

USDA Forest Service Marrero, Couvillon and Associates LLC

Blanchard Springs Sewer Line Repair Baton Rouge, LA

Mountain View, AR December 18, 2025

011000 - 1

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 PROJECT IDENTIFICATION

A. Project Name and Location: Blanchard Sewer Line Replacement, Blanchard Springs Cavern

B. Project Summary Description: The Contractor shall reference the Schedule of Items, Specifications and Drawings for a complete description of work items. Work includes, but is not limited to, the following major work items:

1. Mobilization to site.

2. Existing gravity sewer lines will be cleaned, CCTV’d, and rehabilitated using

Cured-in-Place Piping products. Appropriate point repairs will be performed prior to CIPP work.

3. Installation of 4” DR-9 fusible HDPE forcemain from Lift Station 2 to North Sylamore Creek.

4. Directionally drill underneath North Sylamore Creek for 4” DR-9 fusible HDPE force main.

5. Installation of 4” DR-9 fusible HDPE from the end of the horizontal directional drilling to MH#9.

6. Remove the gravity sewer line between MH#9 and MH#10 and replace with 6” SDR-26 PVC pipe. MH#9 will be replaced with a new manhole.

7. Clean the sumps in Lift Stations 1 and 2 for personnel to enter the sumps to replace the pumps and coat the sump cover plate.

8. The existing hatches will be removed and replaced with aluminum hatches.

9. The (2) 2 HP submersible grinder pumps in lift station 1 will be replaced in kind.

Controls for the 2 pumps will be replaced as well.

10. The (2) 3 HP submersible grinder pumps in lift station 2 will be replaced in kind.

Controls for the 2 pumps will be replaced as well.

11. Piping will be modified in both Lift Stations as needed to accommodate the new arrangement.

12. Existing lighting and power panels will be removed in each lift station. New

Lighting and a new surge protectors will be installed in each lift station. A unit heater will be installed in each lift station for freeze protection.

13. The door and frame to Lift Station 1 and Lift Station 2 will be replaced with solid fiberglass doors and frames.

14. Demobilize from the site.

C. Government or Owner refers to the USDA Forest Service. Contracting Officer (CO) refers to the person assigned by the USDA Forest Service to administer the Contract.

Soon after Contract award, the Contracting Officer will designate a Contracting Officers Representative (COR).

SUMMARY 011000 - 2

1.2 REQUIREMENTS OF THE OFFER’S PROPOSAL

A. The Government SPECIFICATIONS and DRAWINGS are the basis for this Contract.

Those products listed in the SPECIFICATIONS are preferred products, chosen for compatibility, longevity, durability and quality. Equal or better alternatives submitted by the OFFERER will be considered but must be approved by the CO prior to use in the Project. Bidders are cautioned to bid the Project as designed, as assumed equal or better alternatives may not be accepted by the CO and the selected Contractor will be required to provide the Work as specified.

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION (Not applicable)

END OF SECTION 011000

USDA Forest Service Marrero, Couvillon and Associates LLC

Blanchard Springs Sewer Line Repair Baton Rouge, LA

Mountain View, AR February 13, 2026

011400 - 1

SECTION 011400 - WORK RESTRICTIONS

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General/Special/Supplementary Conditions/Provisions and Division 1 Specification Sections, apply to this Section.

B. Section 015526 – Traffic Control

1.2 CONTRACTOR USE OF PREMISES

A. The Contracting Officer (CO) will conduct a pre-construction inspection with the Contractor to review and document the existing project conditions prior to construction.

B. The Contractor shall perform all work without disruption to Forest Service operations.

Normal work hours shall be Monday – Friday, 0700 – 1800 unless extended by written authorization from the CO. No work is permitted on Government Holidays or weekends without written authorization from the CO.

C. The Contractor shall limit use of the premises to the work in areas indicated.

1. Confine operations at the site to areas indicated. Staging of equipment and supplies will be at the Swim Beach area parking lot and COR designated area beside the wastewater treatment plant. Do not disturb portions of the site beyond the areas in which Work is indicated. Take precautions to protect the public during the construction period. Repair damage to existing infrastructure caused by Contractor’s operations.

2. Schedule deliveries to minimize on-site storage of material and equipment and to the limits of the staging/storage areas. Space on the premises is available for the Contractor's storage and related activities, as staked by the CO or as shown on the drawings as staging areas. It is imperative the Contractor provide an accurate Construction Schedule, with updates as needed, so the Forest Service can use it to inform the public of anticipated closing and opening dates.

3. Existing materials and equipment that are removed as part of the construction operations, and that are not reused or salvaged as Government property, shall become the property of the Contractor and shall be promptly removed from the site.

1.3 GOVERNMENT OCCUPANCY

WORK RESTRICTIONS 011400 - 2

A. The Government may occupy some of the surrounding recreation areas during construction. Cooperate with the CO during construction operations to minimize conflicts and facilitate Government and public usage. Perform the Work in a manner that does not interfere with the Government and public’s operations in areas that are open to the public.

PART 2 - PRODUCTS (Not applicable)

END OF SECTION 011400

USDA Forest Service Marrero, Couvillon and Associates LLC

Blanchard Springs Sewer Line Repair Baton Rouge, LA

Mountain View, AR February 13, 2026

012700 - 1

SECTION 012700 - MEASUREMENT AND PAYMENT

1.1 SUMMARY

A. This Section includes:

1. Description of work included under each pay item.

2. Measurement and payment criteria applicable to the work performed.

3. Defect assessment and non-payment for rejected work.

1.2 AUTHORITY

A. The Contractor will take all measurements and compute quantities accordingly and provide to the Contracting Officer’s Representative (COR).

1.3 MEASUREMENT OF QUANTITIES

A. Linear Measurement: Measured by the linear dimension, (i.e. LFT = lineal foot), at the item centerline or mean chord. Measurement will be made to the nearest given linear unit.

B. Each: Measured by the number of individual items of work completed.

C. Lump Sum Quantities (LSQ) OR Lump Sum (LS): These quantities denote one complete unit of work as required by or described in the Contract, including all necessary materials, equipment, and labor to complete the job. They will not be measured.

D. Actual Quantities (AQ): These quantities denote completed units of work, as described in the Contract, including all necessary materials, equipment, and labor, to complete the job. They will be measured in the field.

E. Construction Quantities (CQ) - These quantities denote the final number of units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project. Original design data include preliminary survey information, design assumptions, calculations, drawings, and the presentation in the contract. Changes in the quantity of units SHOWN in the SCHEDULE OF ITEMS may be authorized under any of the following conditions:

1. As a result of changes in the work authorized by the Contracting Officer.

MEASUREMENT AND PAYMENT 012700 - 2

2. As a result of the Contracting Officer determining that errors exist in the original design data used to determine designed quantities, which cause a pay item to change by 15 percent or more.

3. As a result of the Contractor submitting to the Contracting Officer a written request showing evidence of errors in the original design data used to determine design quantities that cause a pay item total to change by 15 percent or more. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error.

1.4 PAYMENT

A. Payment Includes: Full compensation for all required labor, products, tools, equipment, plant, transportation, services, and incidentals; erection, application, or installation of an item of the Work; overhead and profit.

1. "Incidentals" are to be considered as an additional obligation to the other work required for the item(s). Incidental work is not payable directly but is to be considered included in the contract price for the item(s) of work specified.

2. All work not specifically identified as a separate bid item is "Incidental".

B. The accepted quantities will be paid for at the contract unit price for each item as shown in the Schedule of Items.

C. Payment will not be made for any of the following:

1. Products or construction placed beyond the lines and levels of the required work.

D. DESCRIPTION OF ITEMS

1. MOBILIZATION TO SITE

a. Description of work: This work shall consist of preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site, and for all other work and operations that must be performed or that cause costs to be incurred prior to beginning work for the Project Work. The cost of premiums paid for performance and payment bonds are considered incidental to this item and will not be paid for separately.

b. Method of Measurement: LSQ

c. Pay Unit: Lump Sum

MEASUREMENT AND PAYMENT 012700 - 3

2. SITE WORK

a. Description of work: This includes all materials, labor, and equipment to perform any modifications and repairs of conditions affected by the work such as marking off laydown areas, modifications for access, and repair to return to original conditions. Work includes permanent grassing, landscaping, and sodding.

3. EROSION CONTROL

a. Description of work: This includes all labor, materials, and equipment required for the installation and removal of components, such as wattles and hay bales, to prevent erosion of soil in work areas during construction.

4. REMOVE EXISTING 4” PIPE - FROM PRESSURE FORCE MAIN

a. Description of work: This includes all labor, equipment, and disposal required for the removal of approximately 100 Linear feet of exposed pipe crossing North Sycamore Creek

b. Method of Measurement: CQ

c. Pay Unit: Linear Feet

5. 4” DIRECTIONAL BORING OF APPROXIMATELY 330 LF OF 4” HDPE, DR-9 PIPE

a. Description of work: This work shall consist of furnishing all equipment, labor and materials for installing all 4” HDPE pipe designated to be directional bored, including all boring pits, miscellaneous trenching and bedding material, furnishing new pipe, installation, joints, couplers, fittings, backfill, compacting, marking tape and/or tracer wire, connections to the 4” force main, and any other incidental that is required to provide a complete installation.

b. Method of Measurement: AQ

c. Pay Unit: Lineal Foot

MEASUREMENT AND PAYMENT 012700 - 4

6. REMOVE EXISTING 4” PIPE - PRESSURE FORCE MAIN PIPING FROM LIFT

STATION #2 TO MANHOLE #9

a. Description of Work: Provide all labor and equipment to excavate and Remove approximately 500 Linear feet of existing 4” Cast Iron underground pipe between Lift Station 2 and Manhole 9.

7. 4” DR-9 HDPE PIPING FOR PRESSURE FORCE MAIN FROM LIFT STATION #2

TO MANHOLE #9

a. Description of Work: Provide materials of approximately 500 feet of new 4” HDPE DR-9 piping

8. INSTALLATION OF APPROXIMATELY 500 LF OF 4” HDPE, DR-9 FORCE MAIN

PIPING

a. Description of work: This work shall consist of furnishing all equipment, labor and materials for the of 4” HDPE, DR-9 piping including excavation of all materials, trenching, bedding material, installation, joints, fittings, pressure testing, flushing, backfill, compacting, marking tape and/or tracer wire, connections to Lift Station #2 and Manhole #9 and any other incidental that is required to provide a complete leak free installation. .

Piping to be installed at depths indicated on the drawing

b. Method of Measurement: AQ

c. Pay Unit: Lineal foot.

9. REMOVE 6” CAST IRON SEWER LINE FROM MANHOLE #9 TO MANHOLE #10.

a. Description of Work: Provide all labor and equipment required to remove approximately 365 feet of the existing 6” cast iron pipe between Manhole #9 and Manhole #10

MEASUREMENT AND PAYMENT 012700 - 5

10. 6” PVC SDR26 PIPING FOR GRAVITY SEWER LINE FROM MANHOLE #9 TO

MANHOLE #10

a. Description of Work: Provide materials of approximately 365 feet of new 6” PVC SDR26 piping

b. Method of Measurement: AQ

c. Pay Unit: Linear Feet

11. INSTALLATION OF APPROXIMATELY 365 LF OF 6” PVC SDR26 GRAVITY

SEWER PIPING FROM MANHOLE #9 TO MANHOLE #10

a. Description of work: This work shall consist of furnishing all equipment, labor and materials for the installation of 6” PVC, SDR-26 piping including excavation of all materials, trenching, bedding material, installation, joints, fittings, pressure testing, flushing, backfill, compacting, marking tape and/or tracer wire, connections to Manhole #9 and Manhole #10 and any other incidental that is required to provide a complete leak free installation. Piping to be installed at depths indicated on the drawing.

b. Method of Measurement: AQ

c. Pay Unit: Linear Feet

12. REMOVAL OF MANHOLE #9

a. Description of work: This work shall consist of all labor and equipment required to complete the removal of Manhole #9.

b. Method of Measurement: AQ

c. Pay Unit: Each.

13. INSTALLATION OF NEW MANHOLE #9

a. Description of work: This work shall consist of all labor, materials, and equipment required to complete the installation of a new 48” diameter Precast Manhole to a 6’ depth.

b. Method of Measurement: AQ

c. Pay Unit: Each

14. 6” CONNECTIONS TO EXISTING MANHOLE #10

a. Description of work: This work shall consist of all labor, materials, and equipment required to complete the connection of the new 6” PVC gravity piping to the manhole.

MEASUREMENT AND PAYMENT 012700 - 6

c. Pay Unit: Each

15. STEEL CASING DITCH CROSSING

a. Description of work: This work shall consist of furnishing all equipment, labor, and materials for the installation of approximately 20’ of 10” Steel Casing including excavation of all materials, trenching, bedding material, installation, backfill, compacting, at the ditch crossing where the 4” piping will be routed between Manhole #9 and Manhole #10.

b. Method of Measurement: AQ

c. Pay Unit: Lineal Feet

16. 1” AIR/VACCUM VALVE AND MANHOLE

a. Description of Work: This work shall consist of furnishing all valves and piping shown on Drawing C106, labor, equipment, and materials for the installation of the 1” Air/Vacuum Valve and Manhole including excavation of all material except rock, trenching, bedding material, installation, backfill, compacting.

17. POINT REPAIR ON 6” DUCTILE IRON PIPE BETWEEN MANHOLE #8 AND

MANHOLE #7

a. Description of work: This work shall consist of all labor, materials, and equipment required to excavate and make point repair on the existing 6” ductile iron pipe at approximately 8’ depth.

18. CURED-IN-PLACE PIPE LINING

a. Description of work: This work shall consist of all labor, materials, and equipment required to clean approximately 360’ of existing underground Cast Iron piping and install a Cured In Place lining to rehabilitate the piping.

Cured in Place Pipe Lining to include Pre-CIPP cleaning, mechanical

MEASUREMENT AND PAYMENT 012700 - 7

cleaning (Cutter/Knocker), Post CIPP CCTV, or specifically, item 18 includes, but not limited to:

1) Pre CCTV inspection and log

2) Cleaning sewer line prior to insertion of the tube

3) Wet out of the tube

4) Insertion of the tube

5) Curing of the tube

6) Sealing the CIPP in manholes

7) Internal reinstatement of the laterals

8) Post CIPP final CCTV inspection and log

9) Testing

10) Clean up

19. DEMO EXISTING EQUIPMENT – LIFT STATION #2

a. Description of work: This work shall consist of all labor and equipment to remove and dispose of all electrical, piping, valves, pumps, and rail systems identified as to be demolished. All items shall be disposed of in accordance with State guidelines. Limited items such as pumps will be identified by District personnel for FS salvage.

20. INSTALL (2) 3 HP GRINDER PUMPS IN THE SUMP – LIFT STATION #2

a. Description of work: This work shall consist of all labor, equipment, and materials to install (2) 3 HP Grinder pumps in the bottom of the sump of the lift station. Testing of the pumps shall be performed after installation is completed.

21. INSTALL CONTROL PANEL WITH SURGE PROTECTION AND FLOAT

CONTROLS – LIFT STATION #2

materials to install the control panels, float controls, and all power and

MEASUREMENT AND PAYMENT 012700 - 8

control wiring associated with the grinder pumps. Testing of the controls shall be performed after installation is completed.

22. INSTALL STAINLESS STEEL RAIL SYSTEM – LIFT STATION #2

materials to install the stainless steel rail system which the grinder pumps will be attached to, and which will allow the pump to be lifted for service.

23. PLUMBING FROM PUMP CONNECTION TO OUTLET OF SUMP – LIFT STATION

#2 materials to install new piping from the pump outlet up through the cover plate, connecting at a tee, and then routed back down into the sump and connected to the piping outlet inside the sump, including check valves and gate valves. Piping to be tested for leaks once installed.

b. Method of Measurement: LSQ

24. BLACK WATER REMOVAL AND WET WELL CLEANING – LIFT STATION #2

incidentals to remove any residual black water in the sump and then clean the sump and underside of the cover plate to make it safe for personnel entry. Any liquid removed shall be disposed of offsite in accordance with state regulations.

MEASUREMENT AND PAYMENT 012700 - 9

25. INSTALL HANGING 110V ELECTRIC HEATER – LIFT STATION #2

materials to install a ceiling mounted electric heater along with all electrical power and controls in the Lift Station.

26. ALUMINUM ACCESS HATCH WITH STRUTS AND LOCK OPEN DEVICE – LIFT

STATION #2

materials remove the existing steel hatch on the cover plate and replace it with an aluminum access hatch.

27. CLEAN AND PAINT TOP/BOTTOM OF STEEL PLATE COVER – LIFT STATION #2

materials to clean the top and bottom of the steel cover plate. Plate shall be power tool cleaned per SSPC-SP3 and a primer and top coat applied.

c. Pay Unit: Square Feet

28. INSTALL 100 AMP SERVICE BREAKER, (4) 120 V OUTLETS, AND (2) LED LIGHT

FIXTURES IN THE LIFT STATION – LIFT STATION #2

materials to install a 100 Amp Service Breaker to provide power to the lift station. (4) 120 Volt outlets shall be installed and (2) ceiling mounted LED Light fixtures installed in the Lift Station.

MEASUREMENT AND PAYMENT 012700 - 10

29. REPLACE EXTERIOR DOOR AND FRAME AND INSTALL NEW – LIFT STATION

#2 materials remove the existing exterior door and replace it with a new door and frame. Door and frame to be painted to match existing. New latching hardware is to be provided and installed. A cylinder lock, provided by the FS, shall be installed in the new door

30. DEMO EXISTING EQUIPMENT – LIFT STATION #1

a. Description of work: This work shall consist of all labor and equipment to remove and dispose of all electrical, piping, valves, pumps, and rail systems identified as to be demolished. All items shall be disposed of in accordance with State guidelines. Limited items such as pumps will be identified by District personnel for FS salvage.

31. INSTALL (2) 2 HP GRINDER PUMPS IN THE SUMP – LIFT STATION #1

materials to install (2) 2 HP Grinder pumps in the bottom of the sump of the lift station. Testing of the pumps shall be performed after installation is completed.

32. INSTALL CONTROL PANEL WITH SURGE PROTECTION AND FLOAT

CONTROLS – LIFT STATION #1

materials to install the control panels, float controls, and all power and control wiring associated with the grinder pumps. Testing of the controls shall be performed after installation is completed.

MEASUREMENT AND PAYMENT 012700 - 11

33. INSTALL STAINLESSL STEEL RAIL SYSTEM – LIFT STATION #1

materials to install the stainless steel rail system which the grinder pumps will be attached to, and which will allow the pump to be lifted for service.

34. PLUMBING FROM PUMP CONNECTION TO OUTLET OF SUMP – LIFT STATION

#1 materials to install new piping from the pump outlet up through the cover plate, connecting at a tee, and then routed back down into the sump and connected to the piping outlet inside the sump, including check valves and gate valves. Piping to be tested for leaks once installed.

b. Method of Measurement: LSQ

35. BLACK WATER REMOVAL AND WET WELL CLEANING – LIFT STATION #1

incidentals to remove any residual black water in the sump and then clean the sump and underside of the cover plate to make it safe for personnel entry. Any liquid removed shall be disposed of offsite per state regulations.

36. INSTALL HANGING 110V ELECTRIC HEATER – LIFT STATION #1

materials to install a ceiling mounted electric heater along with all electrical power and controls in the Lift Station.

MEASUREMENT AND PAYMENT 012700 - 12

37. ALUMINUM ACCESS HATCH WITH STRUTS AND LOCK OPEN DEVICE – LIFT

STATION #1

materials remove the existing steel hatch on the cover plate and replace it with an aluminum access hatch.

38. CLEAN AND PAINT TOP/BOTTOM OF STEEL PLATE COVER – LIFT STATION #1

materials to clean the top and bottom of the steel cover plate. Plate shall be power tool cleaned per SSPC-SP3 and a primer and top coat applied.

c. Pay Unit: Square Feet

39. INSTALL 100 AMP SERVICE BREAKER, (4) 120 V OUTLETS, AND (2) LED LIGHT

FIXTURES IN THE LIFT STATION – LIFT STATION #1

materials to install a 100 Amp Service Breaker to provide power to the lift station. (4) 120 Volt outlets shall be installed and (2) ceiling mounted LED Light fixtures installed in the Lift Station.

40. REPLACE EXTERIOR DOOR AND FRAME AND INSTALL NEW – LIFT STATION

#1 materials remove the existing exterior door and replace it with a new door

MEASUREMENT AND PAYMENT 012700 - 13

and frame. Door and frame to be painted to match existing. New latching hardware is to be provided and installed. A cylinder lock, provided by the FS, shall be installed in the new door.

PART 2 - PRODUCTS (Not applicable)

END OF SECTION 012700

USDA Forest Service Marrero, Couvillon and Associates LLC

Blanchard Springs Sewer Line Repair Baton Rouge, LA

Mountain View, AR February 13, 2026

013100 - 1

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

1.1 SUMMARY

A. This section includes certain administrative provisions for managing and coordinating construction operations.

1.2 GENERAL PROJECT COORDINATION

A. Contractor shall coordinate construction trades allowing construction operations to provide an efficient and orderly installation of each part of the Work.

1.3 CONSERVATION

A. Contractor shall use best management practices for the conservation of energy, water and materials during construction operations.

1.4 SPILL AND EROSION CONTROL

A. Contractor to develop, submit to CO and follow a Spill and Erosion Control Plan to minimize erosion. Develop plans to provide for containment of hazardous materials and unplanned spills. Refer to Specification 313500 Slope Protection Erosion Control.

B. Contractor to submit a Site Specific Safety Plan for the project for review and approval by the CO. The plan should address all possible hazards that workers could be exposed to and ways to mitigate these hazards. The plan shall fully define the contractor’s commitments for meeting its obligations to provide safe and healthy working conditions for its employees.

1. Describe in detail and specifically how site specific safety is to be incorporated into each phase of the scope of work. Use of ladders, scaffolds, flagging, equipment, exposures, special conditions, fall protection, etc., must be included for the plan to be accepted. Generalities will not be accepted to describe the safety and health conditions employees will be exposed to.

2. Areas that should be covered in the Site Specific Safety Plan include

a. Incident/Accident Reporting Procedures

b. Contractor Disciplinary Policy

c. Emergency Response Action Plan

d. Fire Protection and Prevention

e. First Aid

f. Hazard Communication Program

g. Incident Reporting

PROJECT MANAGEMENT AND COORDINATION 013100 - 2

h. Occupational Health Program

i. Personal Protective Equipment Requirement

j. Job Hazard Analysis

k. Craft and Task Safety Training

l. Safety Supervision

m. Tool Box Safety Meetings

n. Subcontractor Compliance

o. Pre-Phase Meetings

p. Project Perimeter and Access Control

3. Contractor to have Installation Procedures for working with CIPP materials.

Contractor to assure that all personnel performing this work are familiar with safety precautions and proper installation procedures as provided by the manufacturer. MSDS sheets shall be available so that personnel are aware of exposure hazards to the materials and refer to Specification 310133 Cured-in- Place Pipe Linings for other pertinent information. A spill prevention and containment procedure must be in place prior to performing this work.

1.5 ADMINISTRATIVE AND SUPERVISORY PERSONNEL

A. In addition to meeting the requirements of FAR 52.236-6 Superintendence by the Contractor for an on-site Project Superintendent, the Contractor shall provide other administrative and supervisory personnel as required for performance of the Work.

B. The Contractor shall provide to the CO a letter on company letterhead stating the name and all contact information of the Superintendent of the project and any back-up superintendents with their name and all contact information. The named superintendent shall have authority to act for the Contractor and shall be satisfactory to the CO in their qualifications. If a named Superintendent is not present on the project during performance of ANY work, the CO will shut down the project until a named Superintendent is on site. The Contractor will not be compensated in any way during this shut down.

C. At all times, the named Superintendent shall have immediate access to the project specifications, drawings, current construction schedule and all approved submittals.

Immediate access shall mean in their possession on the job site, in their vehicle on the job site or in the temporary office trailer (if present). If at any time the CO arrives on the project and the named Superintendent does not have access to the above-mentioned documents, the CO will shut down the project until the are made available, and the Contractor will not be compensated in any way during this shut down.

1.6 CONFERENCES AND MEETINGS

A. Pre-construction Conference: The Contracting Officer or Contracting Officer’s Representative will schedule a pre-construction conference before starting construction at a time and place agreeable and convenient to both the Contractor and Government and will review responsibilities and personnel assignments in accordance with FAR 52.236-26 Preconstruction Conference.

PROJECT MANAGEMENT AND COORDINATION 013100 - 3

B. Progress meetings at the Project Site shall be conducted at regular interval as determined by the CO and the Contractor. Dates of meetings shall be coordinated with preparation of the payment request in accordance with FAR 52.232-5 Payments under Fixed-Price Construction Contracts.

1. Agenda shall include topics for discussion as appropriate to the status of the Project. Include review of the Contractor's Construction Schedule and of the present and future needs of each entity present.

2. Schedule Updating: If the progress of the work falls behind the approved Contractor’s Construction Schedule, the Contractor shall submit a supplementary schedule for approval by the Contracting Officer in accordance with FAR 52.236- 15 Schedules for Construction Contracts. The CO will keep the Contractor informed of any large group events that may impact certain aspects of work. It is imperative the Contractor provide an accurate Work Schedule to the CO and shall update it whenever the current Work Schedule is not accurate.

1.7 SUBMITTALS

A. Spill and Erosion Control Plans shall be submitted within 5 calendar days after Notice to Proceed.

B. Cured-in-Place Pipe Lining Installation Plans shall be submitted within 5 calendar days after Notice to Proceed

C. Staff Names: Within 5 calendar days after Notice to Proceed, submit a list of principal staff assignments, including the Superintendent and other primary personnel. Identify individuals by name, duties and responsibilities, home address, and business/cell and home (in case of emergencies after hours) telephone numbers. Post copies of this list in the temporary field office (if present).

D. Construction Schedules shall be submitted as directed in FAR 52.236-15 Schedules for Construction Contracts.

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION

3.1 GENERAL COORDINATION PROVISIONS

A. Inspection of Conditions: Prior to installations, require the installer of each major component to inspect both the substrate and conditions under which work is to be performed.

PROJECT MANAGEMENT AND COORDINATION 013100 - 4

B. Construction in Progress: Keep construction in progress, adjoining materials in place, and clean during handling and installation. Apply protective enclosures or coverings for protection from damage or deterioration.

C. Completed Construction: Clean completed construction and provide maintenance to prevent damage, soiling or other deterioration through the remainder of the construction period. Adjust and lubricate operable components to assure operability without damage.

D. Limiting Exposures: Supervise construction operations to prevent exposure of any part of construction, completed or in progress, to harmful, dangerous, damaging or otherwise deleterious conditions during the construction period.

END OF SECTION 013100

USDA Forest Service Marrero, Couvillon and Associates LLC

Blanchard Springs Sewer Line Repair Baton Rouge, LA

Mountain View, AR February 13, 2026

013300 - 1

SECTION 013300 - SUBMITTAL PROCEDURES

1.1 SUMMARY

A. This Section and FAR 52.236-21 Specifications and Drawings for Construction, include requirements for Shop Drawings. Shop drawings and Designs may include drawings, specifications, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance, and test data furnished by the Contractor to explain in detail specific portions of the work required by the Contract.

B. This section includes requirements for Samples. Samples may include mailed samples, field samples or mock-ups of full-size physical examples erected on-site or elsewhere.

C. This section includes requirements for Product Data. Products will include all piping, pumps, architectural, structural, heaters, lighting, piping, bedding material, CIPP, electrical, manholes, to be installed as part of this project. Product Data includes manufacturer's standard catalogs, manuals, pamphlets and other printed materials, and includes but is not limited to the following: product specifications and installation instructions, color charts and catalog cuts, rough-in diagrams and templates, wiring diagrams, performance curves, operational range diagrams, mill reports, test reports, shop drawings and code approvals.

D. This section includes other quality assurance submittals such as certifications of compliance or conformance, manufacturer's instructions and field reports, and mix designs.

E. Submittals that do not contain an appropriate marking of approval/action by the CO shall not be used for construction.

1.2 GENERAL SUBMITTAL REQUIREMENTS

A. Coordinate preparation and processing of submittals with performance of construction activities and with the schedule to ensure the submittals are approved prior to work being performed or materials are ordered that rely on the submittal.

1. Allow 15 calendar days for CO submittal review from the date the CO receives the submittal.

2. Incomplete submittals will be returned to the Contractor with no further review.

Delays due to incomplete or rejected submittals will not be tolerated and there will be no compensation in the form of monetary or time provided to the Contractor.

SUBMITTAL PROCEDURES 013300 - 2

3. When the Contractor desires to submit for approval a product for an “approved equal”, the Contractor MUST provide documentation of the original specified product and the Contractor proposed product in a side-by-side comparison, such as a table, which clearly demonstrates the Contractor proposed product meets or exceeds the originally specified product. If this comparison is not done the first time it is submitted, the proposed product will be rejected AND THE

CONTRACTOR WILL HAVE TO PROVIDE THE SPECIFED PRODUCT. THE

GOVERNMENT WILL NOT REVIEW A SECOND PROPOSAL SUBMITTAL.

4. Transmit each submittal from the Contractor to the CO by use of one transmittal form per submittal. Transmittal format to be approved by CO and shall include the following information on the transmittal form.

a. Project name and Forest Service contract number.

b. Date.

c. Name, address, and telephone number of Prime Contractor.

d. Name, address and telephone number of subcontractor, manufacturer, supplier, etc. as applicable.

e. Category and description of submittal, such as shop drawing, test result, product data, etc.

f. Section of Specifications or Drawing sheet number the Submittal is representing.

g. Certification statement by Contractor stating the submittal complies with the Contract, or statement of deviations from the requirements of the Contract.

h. Signature of transmitter.

i. Space to record Contractor's review and approval markings, and for CO response.

B. Contractor and CO shall determine at the Pre-Construction Conference the manner of how submittals will be submitted. Options include electronic format in a PDF or by submitting two (2) hardcopies of each submittal to the CO for review unless otherwise stated.

1. For PDF option, the Contractor shall electronically submit via email a single PDF that is well organized, legible to read, all pages that are the same size oriented in the same direction, items clearly marked for review, etc. PDFs that are not assembled correctly will not be reviewed by the CO. PDFs that are reviewed will be appropriately stamped by the CO as to Approved, Rejected, Approved with Corrections, Received for Information Only, etc. Once a PDF submittal is approved/reviewed, the Contractor shall print the PDF and keep it in on the job site as required by Section 013100 – Project Management and Coordination.

SUBMITTAL PROCEDURES 013300 - 3

2. For the hardcopy option the Contractor shall submit by mail two (2) identically complete submittals, each with their own cover sheet. Hardcopy submittal shall be well organized, legible to read, all pages that are the same size oriented in the same direction, items clearly marked for review, etc. Hardcopy submittals that are not assembled correctly will not be reviewed by the CO. Hardcopy submittals that are reviewed will be appropriately stamped by the CO as to Approved, Rejected, Approved with Corrections, Received for Information Only, etc. Once a hardcopy submittal is approved/reviewed, the CO will retain one hardcopy and return the second hardcopy to the Contractor who shall keep it in on the job site as required by Section 013100 – Project Management and Coordination.

1.3 SHOP DRAWINGS AND DESIGNS

A. Submit originally prepared information, drawn accurately to scale.

B. Shop drawing and design submittals shall follow the same procedures as described in 1.2.B with the following requirements:

1. Shop drawings shall be done in AutoCAD format. Upon final approval the drawings shall be sent on a thumb drive or via email to the CO.

2. Specifications shall be done in Microsoft Word format and a copy sent on a thumb drive or via email to the CO.

1.4 PRODUCT DATA

A. Collect Product Data into a single submittal for each system or element of construction such as piping, valves, manholes, etc. Mark each copy to show specific product choices and options applicable to the project. Product Data shall include the following information, where applicable:

1. Manufacturer's printed recommendations.

2. Compliance with recognized trade association standards.

3. Compliance with recognized testing standards.

4. Applicability of testing agency labels and seals.

5. Notation of dimensions verified for fit by field measurements.

6. Notation of coordination requirements.

B. Prior to submittal of complete Product Data, submit a preliminary single copy of that part of Product Data when selection of options is required, such as for color charts.

Preliminary submittal will be returned, with selection noted, for the Contractor's use in subsequent submittals.

C. Material and Product substitution shall be in accordance with FAR 52.211-6 Brand Name or Equal.

SUBMITTAL PROCEDURES 013300 - 4

1.5 SAMPLES

A. Submit full-size, fully fabricated samples, cured and finished in the manner specified.

Samples shall be physically identical to the material or product proposed for use.

B. Where color, pattern, texture or similar characteristics are to be selected from a manufacturer's range of standard choices, submit a preliminary single set sample of available choices when required by the CO.

1.6 OTHER QUALITY ASSURANCE SUBMITTALS

A. Submit other quality assurance submittals in compliance with requirements in the individual specification sections such as concrete test results, sieve analysis, water quality testing, etc.

PART 2 - PRODUCTS (Not applicable)

END OF SECTION 013300

USDA Forest Service Marrero, Couvillon and Associates LLC

Blanchard Springs Sewer Line Repair Baton Rouge, LA

Mountain View, AR February 13, 2026

014000 - 1

SECTION 014000 - QUALITY CONTROL

1.1 SUMMARY

A. This section, FAR 52.246-1 Contractor Inspection Requirements and FAR 52.246-12 Inspection of Construction, include requirements for quality control services to verify quality assurance requirements specified elsewhere in the Contract.

B. This section includes requirements for quality control services such as, but not limited to, soil density compaction, sewer line pressure tests, coatings, operability testing and commissioning,.

C. The quality control services include tests and related actions, including reports, performed by the Contractor, independent agencies or governing authorities.

D. The Government reserves the right to conduct independent tests.

1.2 RESPONSIBILITIES

A. The Contractor is responsible and shall provide for tests, inspections and other quality control services where specified in the Contract or when required by authorities having jurisdiction. Costs for these services are included in the Contract price. The Contractor shall maintain complete inspection records and submit to the CO.

B. The Contractor is responsible for all survey work associated with this project unless specified elsewhere.

C. The Contractor shall employ and pay for a qualified independent testing agency (Agency) to perform the quality control services.

D. The Contractor is responsible for retesting, including repeated inspections and other services, where results of the initial tests, inspections or other quality control services indicate noncompliance with the requirements of the Contract.

E. The Contractor shall cooperate with others performing required tests, inspections, and other quality control services, shall provide access to the work, and shall furnish incidental labor and facilities necessary to facilitate inspections and tests.

F. Contractor shall take adequate quantities of representative samples of materials that require testing or assist the Agency in taking samples.

1. Deliver samples to testing laboratories.

2. Provide security and protection of samples and test equipment at the Project site.

QUALITY CONTROL 014000 - 2

G. The Agency shall provide qualified personnel to perform required inspections and tests.

H. The Agency shall notify the CO and the Contractor of irregularities or deficiencies observed in the Work during performance of their services.

I. The Agency is not authorized to change requirements of the Contract or approve or accept any portion of the Work. The Agency shall not perform any duties of the Contractor.

1.3 QUALIFICATIONS OF INDEPENDENT TESTING AGENCIES

A. A qualified independent testing Agency shall be an accredited entity engaged to perform tests or inspections, and to report on and, if required, to interpret results of those tests or inspections.

1.4 SUBMITTALS

A. The Contractor shall submit a certified written report of each test, inspection or other quality control service to the CO as per Section 013300 Submittal Procedures.

B. Written reports shall include but not be limited to the following:

1. Date of issue.

2. Project title and number.

3. Name, address, and telephone number of testing agency.

4. Dates and locations of samples and tests or inspections.

5. Names of individuals making the test or inspection.

6. Designation of the work and test method.

7. Identifications of product and specification section.

8. Complete test or inspection data.

9. Test results and an interpretation of test results.

10. Ambient conditions at the time of sample taking and testing.

11. Comments or professional opinion on whether tested or inspected Work complies with Contract Document requirements.

12. Name and signature of laboratory inspector.

13. Recommendations on retesting.

QUALITY CONTROL 014000 - 3

C. For the Government's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work.

PART 2 - PRODUCTS (Not applicable)

END OF SECTION 014000

USDA Forest Service Marrero, Couvillon and Associates LLC

Blanchard Springs Sewer Line Repair Baton Rouge, LA

Mountain View, AR February 13, 2026

014200 - 1

SECTION 014200 - REFERENCES

1.1 DEFINITIONS

A. General Explanation: Specification language often includes terms that are defined elsewhere in the Contract including the Construction Clauses. Certain terms are defined in this section. These definitions or explanations are not necessarily complete or exclusive but are general for the Work and may be explained more explicitly in other sections.

B. "General Conditions" refer collectively to the Construction Contract Clauses, Labor Standards and the U.S. Department of Labor Wage Decision bound into the specifications.

C. "Indicated" refers to graphic representations, notes or schedules on the Drawings, or to requirements elsewhere in the Specifications or other Contract Documents. Terms such as "shown", "noted", "scheduled" and "specified" have the same meaning as "indicated" and are used to further help locate the reference, but no limitation on location is intended except as specifically stated.

D. Where "directed", "authorized", "selected", "approved", or a similar term is used in conjunction with the Contractor's submittals, applications, requests and other activities, and the specifications state that an individual other than the Contracting Officer (CO) shall provide this action, it is understood that only the CO has this authority unless the individual stated is so authorized in writing by the CO.

1. When the individual is so authorized by the CO, the Contractor may still appeal the action to the CO.

2. The CO’s decision will be final.

3. In no case shall the CO action be interpreted as releasing the Contractor from responsibility to fulfill the requirements of the Contract.

E. "Regulations" include laws, ordinances, statutes and lawful orders issued by authorities having jurisdiction, as well as rules, conventions and agreements within the construction industry that control performance of the Work.

F. "Project site" refers to the space available to the Contractor for performance of the Work, either exclusively or in conjunction with others performing other work.

G. "Furnish" means to supply new and deliver to the Project site, ready for unloading, unpacking, assembling, installation and similar operations.

REFERENCES 014200 - 2

H. "Install" describes operations at the Project site, including unloading, temporary storage, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations.

I. "Provide" means to furnish and install, complete in place and ready for full use.

J. "Cutting" refers to removal of material by cutting, sawing, drilling, coring, breaking, chipping, grinding, excavating and similar operations.

K. "Patching" refers to restoration of a surface to its original completed condition by filling, repairing, refinishing, closing and similar operations.

L. "Installer" is the Contractor or another entity engaged by the Contractor, either directly or indirectly through subcontracting, to perform a particular construction operation at the Project site, including installation, erection, application and similar operations.

Installers shall be skilled in the operations they perform.

M. "Testing agency" or "testing laboratory" is an independent entity engaged to perform specific inspections or tests, either at the Project site or elsewhere, and to report the results of those inspections and tests.

N. "Notice to Proceed" is the CO’s notification by letter to the Contractor to proceed with the Contract, activating the time period for construction and establishing the completion date.

1.2 CODES AND STANDARDS

A. Applicability of Standards: Unless the Contract includes more stringent requirements, applicable construction industry standards have the same force and effect, to the extent referenced, as if bound or copied directly into the Contract. Such standards are made a part of the Contract by reference.

B. Codes: The Work shall be performed in compliance with the latest editions of the following codes: IMC, NEC, IBC and IPC.

C. The Contractor shall comply with OSHA regulations and the Forest Service Health and Safety Code Handbook, FSH 6709.11 available at:

1. https://www.fs.fed.us/t-d/pubs/ppt_html/htm06672C02/document/6709.11.pdf

D. Conflicting Requirements. Where compliance with two or more standards is specified, comply with the most stringent requirement. Refer uncertainties, and requirements that are different but apparently equal, to the CO in writing for a decision before proceeding.

E. Abbreviations: Names and titles of standards are frequently abbreviated. Abbreviations and acronyms used in the Contract mean the recognized name of a trade association, standards- producing organization, authority having jurisdiction or other entity applicable to the context of the particular provision. Except as otherwise indicated, refer to the current editions of the following publications for abbreviations:

REFERENCES 014200 - 3

1. "Encyclopedia of Associations: National Organizations of the U.S.", published by Gale Research.

2. "National Trade and Professional Associations of the United States", published by Columbia Books.

3. "Means Illustrated Construction Dictionary - New Unabridged Edition" published by R.S. Means Company, Inc.

F. Abbreviations: Names and titles of standards are frequently abbreviated. Abbreviations and acronyms used in the Contract mean the associated names. The following names may be referenced in the Contract:

1. AASHTO - American Association of State Highway and Transportation

2. ACI - American Concrete Institute

3. ADA – American’s with Disabilities Act

4. ADAAG – Americans with Disabilities Act Accessibility Guidelines

5. AI -…