01 12 16 - Work Sequence.pdf

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Attached to
Skytop Lodge Sewage Treatment Plant Improvements Project – Contract : 2026-01- Project Number 005153. 0436
Solicitation number
Not on record
Issued by
Monroe County, Pennsylvania

About this file

This is a Work Sequence specification document for the Skytop Lodge Sewage Treatment Plant Improvements Project (005153.0436) in Canadensis, Pennsylvania. The project involves the construction and installation of a comprehensive sewage treatment system upgrade including an influent screening system, equalization tank, chemical feed system, two secondary clarifiers, post-aeration tank, UV disinfection system, and associated yard piping, electrical improvements, and structural components. The contractor must maintain operations of the existing facility during construction and is responsible for coordinating all work to meet substantial completion and final completion milestones. A pre-bid conference is scheduled for August 25, 2026 at 10:30 AM at the Skytop Lodge STP facility in Falls Road, Canadensis, Pennsylvania, with bid submission deadline of Friday, September 18, 2026 at 10:00 AM via PennBid.

The work sequence outlines 20 sequential phases beginning with mobilization and erosion/sediment control installation, progressing through site preparation, construction of primary treatment components, installation of sanitary manholes, chemical building improvements, equipment startup and training, and concluding with final grading, seeding, fence installation, demolition of existing equipment, paving restoration, removal of erosion controls, and demobilization. Bid security of not less than 10 percent in the form of a certified check or bid bond is required. All bidding documents are available through the PennBid website at https://pennbid.bonfirehub.com/, with official notifications and addenda provided exclusively through this designated platform.

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Text version

01 12 16 – WORK SEQUENCE

Herbert, Rowland & Grubic, Inc. 01 12 16-1 005153.0436

SECTION 01 12 16 – WORK SEQUENCE

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Site Conditions.

2. Construction Constraints.

3. Suggested Construction Sequence

B. Related Requirements:

1. Section 01 50 00 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.2 CONSTRUCTION CONSTRAINTS.

A. The following is a list of constraints that the Contractor shall include in developing the overall plan of construction. This list is not intended to release the Contractor from the responsibility to coordinate the Work in any manner which will ensure Project completion within the Substantial Completion and Final Completion milestones:

1. Contractor must maintain the operations of the existing facility during construction.

1.3 SUGGESTED CONSTRUCTION SEQUENCE

A. The following areas are not necessarily listed in their required sequence of construction.

A suggested sequence within each area, where necessary, is included. This sequence is not intended to release the Contractor from the responsibility to coordinate all Work in a safe manner which will ensure the Substantial Completion and Final Completion milestones are met. The Contractor is ultimately responsible for the sequence and execution of the Work:

1. Mobilization.

2. Installation of Erosion and Sediment Control Measures.

3. Site Grading.

4. Site Excavation.

5. Construction of Secondary Clarifiers, Post-Aeration Tank, UV Disinfection and

Blower Accessory Shelter. Construction shall include all yard piping, electrical improvements, structural improvements, and appurtenances required for systems to operate as show in the Technical Specifications and Drawings.

6. Installation of San MH-4 and MH-5.

7. Chemical Building Improvements and installation of chemical feed equipment and feed lines.

8. Bypass Pumping from Recirculation Pump Station to existing Settling Basin for

Installation of San MH-4 and work within the Recirculation Pump Station and Bypass Pumping from Settling Tanks to existing outfall gravity sewer for installation of San MH-6.

01 12 16 – WORK SEQUENCE

Herbert, Rowland & Grubic, Inc. 01 12 16-2 005153.0436

9. Connection of flow to San MH-4, San MH-5, Secondary Clarifiers, UV Disinfection, and new San MH-6 after equipment start-up and training has been completed.

10. Bypassing Pumping from Influent Manhole to Imhoff Tank.

11. Installation of Equalization Tanks, Influent Screening System, and associated

Electrical Improvements, Structural Improvements, site piping, and all items show in the associated Technical Specifications and Drawings. Removal of existing screening system will be completed during this to allow for installation of the new Influent Screening System.

12. Equalization Tank and Influent Screening System Equipment Start Up/Training.

13. Transfer of flow to new Equalization Tank and Influent Screening System.

14. Operation of New Facility.

15. Final Grading and Seeding.

16. Fence Installation.

17. Removal of existing settling tank and associated piping and any miscellaneous demolition that has not yet been completed per the Technical Specifications and Drawings.

18. Final Paving/restoration.

19. Removal of Erosion and Sediment Control Measures.

20. Demobilization.

PART 2 - PRODUCTS - NOT USED.

PART 3 - EXECUTION - NOT USED.

END OF SECTION

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