Performance_Work_Statement_Storm_Drain.pdf
PDF 530 KB Posted
- Attached to
- Storm Drain Cleaning and Inspection Federal contract opportunity
- Solicitation number
- W912CN-18-Q-0085
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment_W912CN-18-Q-0085__0004.pdf | ||
| Storm_Water_Obstruction_TAMC_18_Aug.pdf | ||
| Storm_Water_Obstruction_Fort_Shafter_18_Aug.pdf | ||
| Storm_Water_Obstruction_Schofield_Barracks_2_of_4_18_Aug.pdf | ||
| Storm_Water_Obstruction_Schofield_Barracks_4_of_4_18_Aug.pdf | ||
| Storm_Water_Obstruction_Wheeler_2_of_2_18_Aug.pdf | ||
| Storm_Water_Obstruction_Schofield_Barracks_1_of_4_18_Aug.pdf | ||
| Amendment_W912CN-18-Q-0085__0003.pdf | ||
| Storm_Water_Obstruction_Schofield_Barracks_3_of_4_18_Aug.pdf | ||
| COSA_Form.docx | DOCX document | |
| Storm_Water_Obstruction_HMR_18_Aug.pdf | ||
| Storm_Water_Obsruction_Wheeler_1_of_2_18_Aug.pdf | ||
| Storm_Water_Obstruction_AMR_18_Aug.pdf | ||
| Amendment_W912CN-18-Q-0085__0002.pdf | ||
| Amendment_W912CN-18-Q-0085__0001.pdf | ||
| W912CN-18-Q-0085.pdf | ||
| Attachment_2-_Past_Performance.docx | DOCX document | |
| Attachment_1-_Work_Experience.docx | DOCX document |
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Text version
Performance Work Statement (PWS)
STORM DRAIN CLEANING AND
INSPECTION
05/4/2017
Version 1.0
Vision Statement
1 Vision
1.1 Mission
1.2 Background
1.3 Scope
2 General Requirements
2.2 Business Relations
2.6 Location and Hours of Work
3 Performance Requirements
3.1 Provide schedule for work
3.2 Cleaning and disposal Procedure
3.3 Debris removal & disposal
3.4 Close circuit television Inspection Procedure and equipment
3.5 Storm Drain Dewatering
4.3 Government Furnished Materials
4.4 Polution Control
4.5 Applicable Directives
4.6 Quality
4.6.1 Quality Control
4.6.2 Quality Assurance Surveillance Plan (QASP)
4.6.3 Safety and Precaution
5 Deliverables
6 Special Requirements
Performance Work Statement (PWS)
STORM DRAIN CLEANING AND INSPECTION
Vision Statement
Provide cleaning, disposal and inspection services of storm drains infrastructure located at various U.S. Army Installations, Island of Oahu, Hawaii. The purpose of this solicitation is to provide the USAG-HI drainage system with a Contractor who will provide Storm Drain Cleaning and Closed Circuit Television (CCTV) Inspection services as further described and specified herein.
1 Vision Provide cleaning and disposal services of storm drains infrastructure and CCTV inspection of storm drains infrastructure located at various U.S. Army Installations, Island of Oahu, Hawaii.
This is a one time service requirement, which will be taken over by the Government after services have been performed.
1.1 Mission
The intent of the cleaning and disposal of storm drain infrastructure service portion of this contract is to clean all the identified obstructions in the USAG-HI drainage system and to provide a clearly written report of all debris removed from each drainage system to the Contracting Officers Representative (COR) and the Directorate of Public Works (DPW) Environmental Division. In addition, a CCTV inspection will be conducted to determine the overall condition of the storm drain infrastructure.
1.2 Background
Technical exhibit 1 (TE1) and associated map books identify storm drain infrastructure for cleaning based upon USAG-HI requirements. All drain structures that have deposited sediment and debris that is higher than one-third (1/3) of the height to the lowest pipe or connecting structure, or as directed by the Contracting Officer, shall be cleaned.
1.3 Scope
The Contractor shall provide all management, tools, transportation, disposal, supplies, equipment, traffic control and labor necessary to perform one-time cleaning and disposal services of storm drain infrastructure at Schofield Barracks (SB), Wheeler Army Airfield (WAAF), Helemano Military Reservation (HMR), Tripler Army Medical Center (TAMC), Aliamanu Military Reservation (AMR), and Fort Shafter (FS), on the island of Oahu, Hawaii. In addition, a CCTV inspection of the existing system will be conducted. See Technical TE1 Map Books and Storm water Obstruction List and TE2 Associated Storm water Database. Services shall be performed in accordance with Local, State, and Federal laws, regulations and industry standards. A database software program is required to access and view. The Contractor is responsible for obtaining the necessary software program to view TE 1 and TE 2.
2 General Requirements This section describes the general requirements for this effort. The following sub-sections provide details of various considerations on this effort.
2.1 Business Relations
The contractor shall successfully integrate and coordinate all activity needed to execute the requirement. The contractor shall manage the timeliness, completeness, and quality of problem identification. The contractor shall provide corrective action plans, proposal submittals, timely identification of issues, and effective management of subcontractors. The contractor shall seek to ensure customer satisfaction and professional and ethical behavior of all contractor personnel.
2.2 Location and Hours of Work
Accomplishment of the results contained in this PWS requires work at SB, WAAF, HMR, TAMC, AMR, and FS, Army Military installations on the island of Oahu, Hawaii. Normal work days are Monday through Friday, except U.S. Federal Holidays. Government normal working hours are 7:30 a.m. 4:00 p.m., Monday through Friday, excluding Federal Holidays.
3 Performance Requirements The following section specifies the Performance Objectives and Performance Elements for the contract.
3.1 Provide schedule for work.
Performance Standards
a) Standard: The contractor shall provide a schedule of work to the COR and DPW Environmental office at Post Award. This schedule must include working hours, specify a USAG-HI installation, routes and general area of cleaning, and identify necessary traffic control measures to minimize impact and risk. TE1, TE2 and the associated map books shall be used by the contractor to determine the cleaning and debris disposal schedule.
AQL: 95%
3.2 Cleaning and disposal Procedure
Performance Standards
a) Standard: The Contractor shall clean all storm drain infrastructure identified in the TE-1 and TE-2. Remove and properly dispose all vegetation and/or debris from the identified storm drain infrastructure in TE-1 and TE-2 and clean any rubbish and/or debris within a fifty (50) foot radius of each storm drain inlet and storm drain discharge outlet. All drain structures that have deposited sediment and debris that is higher than one-third (1/3) of the height to the lowest pipe or connecting structure, or as directed by the Contracting Officer shall be cleaned.
The Contractor shall clean storm drains prior to internal inspection, utilizing cleaning equipment approved for use by the Contracting Officer. The Contractor shall ensure that the unit price bid for the cleaning item shall be sufficient payment for removing all shapes, sizes and quantities of debris.
Cleaning equipment may consist of hydraulic high pressure jet machines, heavy duty power rodding machines capable of cleaning distances covered under the Contract in one step and heavy duty bucket machines that can be used to drag line work with buckets, brushes, scrapers, swabs or other similar devices. The heavy duty equipment may be necessary for the removal of roots or heavy debris.
Power rodding equipment shall have the capability of spinning the rod either clockwise or counter-clockwise. The equipment shall also be capable of pushing or pulling the rod without rotating the machine.
All cleaning equipment, including machines, devices, tools, etc., required for the entire cleaning operations shall be provided by the Contractor. The Contractor shall also submit the equipment list to the COR before commencement of the work.
The equipment utilized shall be capable of removing all sand, dirt, rocks and other debris, including roots, from the drain line to allow adequate internal inspection of all internal surfaces.
The equipment used shall suit the conditions and size of the storm drainage system to be cleaned.
All safety precautions outlined in the General Requirements, or required by agencies having jurisdiction, shall be followed by the Contractor during cleaning operations. The cost of such precautions shall be included in the price bid for this item.
All precautions shall be taken by the Contractor to protect the storm drain from damage that might result from the use of unsuitable equipment or improper use of approved cleaning equipment. Any drains damaged during the cleaning operations as a result of the Contractors operations shall be promptly repaired to an acceptable condition (as determined by the Contracting Officer) by and at the expense of the Contractor. The Contractor shall act immediately to remedy problems created by the cleaning procedure, which represent a hazard to the general public, such as the collapse of the ground surface above a storm drain. If equipment retrieval necessitates excavation, the Contractor shall be responsible for accomplishing the work at his own expense. Following removal of the equipment, the Contractor shall restore the line and the site in accordance with the construction specifications of the governing body having jurisdiction.
AQL: 95%
3.3 Debris removal & disposal.
Performance Standards
a) Standard: Remove and collect silt debris and material of any kind and prevent material from being discharged into the drainage system. Dispose of all materials removed from existing pipe not designated as regulated material or Acid Producing Soil, as follows:
1. Once material leaves the Project Limits, the Contractor is responsible for ensuring that the handling procedures, placement method, and disposal location are according to applicable Federal, State, and local laws, rules, and requirements, including permits that may be required for the Project.
2. If the disposal of excess material results in a violation notice from any governmental authority, immediately correct the violation. Indemnify and defend the U.S. Army Garrison for any violation incurred, penalty assessed, or any claims, suits, losses, demands or damages of whatever kind or nature arising out of, or claimed to arise out of, the improper disposal of excess materials.
3. For regulated materials, the contractor shall pay fees associated with removal and disposal of regulated materials. Submit the results of material sampling and analysis, waste facility applications and acceptance documentation, and fee payment requirements to the COR monthly of regulated material. Submit to the COR monthly original tipping invoice received from the disposal site for each truckload of regulated material removed from the Project Limits.
The licensed hauler shall transport the regulated material to the disposal/recycling facility with no unauthorized stops in between, except as required by regulatory authority. The hauler shall use appropriate vehicles and operating practices to prevent spillage or leakage from occurring during transport. Remove excess soil adhering to the wheels or under carriage of the vehicles before leaving the Project Limits. If soil or water escapes to the public roads, immediately clean the road to restore it to the original condition and immediately notify the COR. Do not transport regulated material over public roads if they contain free liquid or are sufficiently wet to be potentially flowable during transport.
Submit 1 copy of the documentation of the disposal facilities acceptance of the regulated material, including the weight ticket slips, to the COR monthly. Immediately submit written notification to the COR if problems arise, regarding the facility chosen to accept the regulated material for off-site management, that would require the return of waste, or if the chosen facility has violated any environmental regulation that may result in regulatory enforcement action.
AQL: 95%
3.4 Close circuit television Inspection Procedure and equipment.
Performance Standards
a) Standard: The inspection will be done one (1) reach (distance between two consecutive manholes) at a time. The reach being inspected will be suitably isolated from the remainder of the storm drainage system by restricting all upstream flows to allow maximum exposure of the pipe being inspected.
In some instances, more than one (1) storm drainage reach may have to be inspected per set-up (buried manholes). In these instances, the Contractor shall have adequate cable to deploy the television camera.
Television equipment used for the inspection shall be specifically designed and constructed for storm drain inspection. Lighting for the camera shall be suitable to allow a clear picture for the entire periphery of the pipe. The camera shall be operative in 100 percent humidity conditions and shall be capable of showing the entire inside periphery of the pipe. The camera shall develop and transmit a sharp picture on video bandwidths only. Picture transmission systems that require the use of R.F. suppressors and are subject to local transmitter’s interference shall not be used. The camera shall be equipped with an automatic light compensating iris, adjustable optical focus and automatic white balancing circuitry. The camera adjustments shall be set to produce a clear, sharp picture of the internal conditions within the storm drain. The camera lens shall be cleaned prior to each deployment in the storm drain. A television picture with interferences, lines, blurry vision or distortions will not be acceptable. Television equipment, if determined to be unsatisfactory by the COR and or SME, shall be removed from the job site and replaced with acceptable equipment at no additional cost. He shall also submit an equipment list to the COR and or SME for approval before commencement of the work.
The camera shall be moved through the storm drain in either direction (dependent upon the sites condition) at a uniform, slow rate (no greater than thirty [30] feet per minute) that will allow a clear visual picture to be obtained. The camera shall pause for a minimum of three (3) seconds at every joint or defect observed with the storm drain to allow proper observation.
Camera movement through the storm drain shall be accomplished by means of a winch and cables or by a motorized transporter (self-propelled camera). The movement of the camera shall be remotely controlled by the television inspection operator from the inspection vehicle.
The COR and/or SME shall have access to view the television screen and observe all operations at all times.
The Contractor shall provide to the COR 1(one) copy of the video recording on CDR of all storm drain cleaned upon completion of task.
AQL: 95%
3.5 Storm Drain Dewatering.
Performance Standards
a) Standard: The Contractor is responsible for dewatering any wet materials. Materials shall not be allowed to leak through the sides of any vehicle or equipment. Copies of any disposal manifests that are generated as a result of this project shall be submitted to the COR with the monthly reports and invoices. During the television inspection process, every effort shall be exerted to obtain a full view of the pipe interior. For instances where the camera lens becomes submerged or where a large portion of the pipe shall contain water, and these conditions persist for significant portions of the storm drainage being inspected, the Contractor shall attempt to dewater the pipe.
AQL: 95%
3.6 Government Furnished Materials
Water and electricity required for the performance of the work covered by this contract will be furnished to the Contractor at no additional cost. Utilities required will be obtained by utilizing existing outlets located throughout the facilities.
3.7 Pollution Control
The Contractor shall provide pollution control measures during the drain cleaning operations. The pollution control measures shall be approved by the COR and/or SME.
4 Inspection
All work done by the Contractor shall be subject to inspection by the COR and/or SME. The COR and/or his SME will accompany the Contractor during inspection and cleaning activities.
The Contractor shall record all debris of material removed from the drainage structures utilizing TE-3 and provide information to the COR/SME.
4.1 Applicable Directives
The contractor shall comply with all documents listed below as mandatory and referenced under paragraph 3.0, Performance Requirements. Compliance with documents listed as non-mandatory is the contractors' option.
4.2 Quality
4.2.1 Quality Control
The Contractor shall develop a Quality Control Plan (QCP) and maintain an effective quality control program to ensure services are performed in accordance with the contract and this PWS. The Contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services. The Contractor's QCP is the means by which he assures himself that his work complies with the requirement of the contract.
The finalized QCP will be accepted by the Government at the time of the award. The Contracting Officer may notify the Contractor of required modifications to the plan during the period of performance. The Contractor then shall coordinate suggested modifications and obtain acceptance of the plan by the Contracting Officer. Any modifications to the program during the period of performance shall be provided to the Contracting Officer for review no later than 10 working days prior to effective date of the change. The QCP shall be subject to the Government's review and approval. The Government may find the QCP "unacceptable" whenever the Contractor's procedures do not accomplish quality control objective(s). The Contractor shall revise the QCP within 10 working days from receipt of notice that QCP is found "unacceptable."
4.2.2 Quality Assurance Surveillance Plan (QASP)
The Government shall monitor the Contractor's performance in accordance with the Government's QASP.
4.3 Safety and Precaution
The Contractor shall observe to the fullest extent during operations, the safety concerns. The Contractor and his/her employees shall exercise due care in performing any work in accordance with this contract. The work areas may contain hazardous atmospheres and the Contractor and his/her employees may be subject to slip, trip, fall, vehicular hazards and other workplace hazards. The Contractor shall be in strict compliance with this section and shall maintain an aggressive internal safety program.
5 Deliverables Schedule of Work Cleaning and Disposal Procedure Debris Removal and Disposal Close Circuit Television Inspection Procedure and Equipment Storm Drain Dewatering
6 Special Requirements
ANTI-TERRORISM (AT) AND OPERATIONAL SECURITY (OPSEC
Level I Antiterrorism (AT) Standards
ACCESS TO ARMY INSTALLATIONS PERSONNEL and VEHICLES
Installation Access Pass (IAP)
See SAFETY/INSTALLATION RULES iWATCH
IWATCH within the Army is a nation-wide modern version of a neighborhood watch program focused on the threat of terrorist activity. It is an antiterrorism awareness program that the contractor’s workforce, while on Army installations, must all be familiar with to promote and enhance reporting suspicious activity or behavior. The program has two elements: passive and active. The passive element is an individual’s situational awareness of his or her surroundings.
The active element of iWATCH involves individuals taking action to report suspicious behavior or activities to law enforcement for more investigation.
Contractor personnel, to include sub-contractors, performing on or within an Army controlled facility, area or on an Army Installation are required to brief and train their personnel on the IWATCH program for that area, facility or installation. Training standards will be provided by the COR within 5 calendar days of contract award. Contractor personnel shall be trained within 5 work days of contract award or within 5 days of a hiring action. Contractors are to report training to the COR within 7 work days of contract award or hiring action.
Security and Safety
Qualification, The Contractor shall have the required confined space training and certification that meets or exceeds US Department of Labor, Occupational Safety and Health Administration OSHA and the Hawaii Department of Labor and Industrial Relations (DLIR), Hawaii Occupational Safety and Health Division (HIOSH) standards This requirement shall be verified prior to the award to the successful bidder. Failure to submit the required certificates may result in a rejection of bid.
The contractor shall be familiar with the hazards of working on roadways and experienced with furnishing any required traffic control in accordance with the Manual on Uniform Traffic Control Devices standards.
Installation Access. Contractor shall provide each employee with identification (ID) badge made of nonmetallic material, easily readable and including employee's name, contractor's name, functional area of assignment, and recent color photograph of the employee. In addition, Contractor shall follow Installation procedures as required by the Provost Marshall's Office for securing Contractor personnel identification cards and vehicle passes for performing work on the installations.
Limited Access. Contractor personnel ONLY are permitted access to government facilities.
Contractor shall ensure all personnel and vehicles are identifiable with nametags and signs.
Display of ID Badges. All Contractor personnel shall wear the ID Badge OR Access Pass at all times when performing work under this contract at a Government site. Each Contractor employee shall wear the ID badge in a conspicuous place on the front of the exterior clothing and above the waist.
Keys. Keys, if provided to contractor, shall remain in the possession of contractor personnel at all times.
ENCLS:
Technical Exhibit 1 Map Books and Storm Water Obstruction List (1 DVD disc) Technical Exhibit 2 Associated Storm Water Data Base (6 DVD discs) Technical Exhibit 3 Checklist (1 DVD disc)
Discs are available by request to the government Monday Friday 0900 to 1500 hours. Please contact Liane Leong at liane.leong.civ@mail.mil for disc requests.
mailto:liane.leong.civ@mail.mil
Performance Requirement Summary (PRS)
STORM DRAIN CLEANING AND INSPECTION
Statements Standards/AQLs Incentive/Remedy
3.1 Provide schedule
for work.
a) The contractor shall provide a schedule of work to the COR and DPW Environmental office at Post Award. See PWS paragraph 3.1.
AQL: 95%
Re-performance
Statements Standards/AQLs Incentive/Remedy
3.2 Cleaning and
disposal Procedure
a) The Contractor shall clean all storm drain infrastructure identified in the TE-1 and TE-2. Remove and properly dispose all vegetation and/or debris from the identified storm drain infrastructure in TE-1 and TE-2 and clean any rubbish and/or debris within a fifty (50) foot radius of each storm drain inlet and storm drain discharge outlet.
See PWS paragraph 3.2.
b) The Contractor shall also submit his equipment list to the COR before commencement of the work. The equipment utilized shall be capable of removing all sand, dirt, rocks and other debris, including roots, from the drain line to allow adequate internal inspection of all internal surfaces.
See PWS paragraph 3.2.
c) The equipment used shall suit the conditions and size of the storm drainage system to be cleaned. See PWS paragraph 3.2 and 3.4. AQL: 95%
3.3 Debris removal &
disposal.
a) Remove and collect silt debris and material of any kind and prevent material from being discharged into the drainage system. Dispose of all materials removed from existing pipe not designated as regulated material or Acid Producing Soil. See PWS paragraph 3.3.
3.4 Close circuit
television Inspection Procedure and equipment.
a) The inspection will be done IAW PWS paragraph 3.4. The reach being inspected will be suitably isolated from the remainder of the storm drainage system by restricting all upstream flows to allow maximum exposure of the pipe being inspected. Television equipment used for the inspection shall be specifically designed and constructed for storm drain inspection.
3.5 Storm Drain
Dewatering.
a) The Contractor shall attempt to dewater the pipe. Dewatering can be accomplished with a pump and discharge hose or by the nozzle of a hydraulic high-pressure jet machine. See PWS paragraph 3.5.
| Vision Statement |
| 1 Vision |
| 1.1 Mission |
| 1.2 Background |
| 1.3 Scope |
| 2 General Requirements |
| 2.1 Business Relations |
| 2.2 Location and Hours of Work |
| 3 Performance Requirements |
| 3.1 Provide schedule for work. |
| 3.2 Cleaning and disposal Procedure |
| 3.3 Debris removal & disposal. |
| 3.4 Close circuit television Inspection Procedure and equipment. |
| 3.5 Storm Drain Dewatering. |
| 3.6 Government Furnished Materials |
| 3.7 Pollution Control |
| 4.1 Applicable Directives |
| 4.2 Quality |
| 4.2.1 Quality Control |
| 4.2.2 Quality Assurance Surveillance Plan (QASP) |
| 4.3 Safety and Precaution |
| 5 Deliverables |
| 6 Special Requirements |
| Qualification, The Contractor shall have the required confined space training and certification that meets or exceeds US Department of Labor, Occupational Safety and Health Administration OSHA and the Hawaii Department of Labor and Industrial Relation... |
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