N4425519R6006_Attachment_J.B-1_BidSked_rev.3.xlsx
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- N4425519R6006
About this file
This is a bid schedule for a five-year indefinite delivery/indefinite quantity contract to provide long-term monitoring and operation and maintenance services at multiple Navy sites in Washington, Alaska, and elsewhere. Key details include requirements for labor rates, reports, meetings, site-specific monitoring at locations such as Bangor and Whidbey Island, maintenance of phytoremediation and tide gate systems, well installation and redevelopment, and sampling and laboratory analysis. The total contract value over five years is estimated at $5.5 million. The Navy seeks responses by a specified date and will award to the offeror providing the best value.
N4425519R6006_Attachment_J.B-1_BidSked_rev.3.xlsx
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CLIN
Base Year Option Year One Option Year Two Option Year Three Option Year Four Option 6-Month Extension Total of All Years
$ 1,000,000.00 $ 1,000,000.00 $ 1,000,000.00 $ 1,000,000.00 $ 1,000,000.00 $ 500,000.00 $ 5,500,000.00
| Units of Issue | Abreviation | ||
| Each | EA | ||
| Lineal Foot | LF | ||
| Package | PG | ||
| Set | SE | ||
| Pound | LB | ||
| ***The evaluated price is equal to the total of all years plus one half of the fourth option year | Evaluated Price | ||
| ***The evaluated price element of this J.B-1 will be removed from the J.B-1 at award | $ 5,500,000.00 | ||
| *** Offerors shall complete the orange cells on each of the worksheets of this J.B-1 and submit with the proposal. | |||
| Note: Pertaining to Clause 52.216.22 Indefinite Quantity, estimated quantities identified in this J.B-1 are not to be considered maximum nor minimum quantities. | |||
| Note: For bidding purposes, assume about $1,000,000 per year in non-pre-piced work. |
BASE YEAR SLINS
| BASE YEAR SUB-LINE ITEM NUMBERS (SLINS) | |||||||
| SUB-LINE ITEM NUMBER | SLIN TITLE | SLIN DESCRIPTIONS | UNIT | UNIT PRICE | ESTIMATED QUANTITY | EXTENDED PRICE | |
| BASIC SLIN NOTE 1 | Unless specifically addressed as being not included within the SLIN structure, the Contractor is responsible to provide all project management, labor, equipment (including all associated operation & maintenance requirements), tools, material, supplies, site management/coordination, schedule management, decontamination, management and disposal of IDW, site cleanup, data compilation and electronic submittals, field documentation and record keeping, work coordination, project team reporting/communication, sample collection shall include laboratory QA/QC samples and all associated overheads and profit to execute work identified below. All rates are fully burdened. All items shall comply with all health and safety requirements to ensure that the LTM/O&M activities are conducted per the requirements of the current edition of EM-385-1-1, the base contract, and contract task order (CTO)/site safety documents. All items shall be performed in accordance with applicable Federal, State, Department of Defense, Navy, NAVFAC NW, and local regulations, requirements, and Standard Operating Procedures (SOP)s. |
| ADDITIONAL LABOR: WA, AK, OR, ID & MT | Below are Fully Burdened Labor Rates. | UNIT | UNIT PRICE | ESTIMATED QUANTITY | EXTENDED PRICE | ||||||
| A | 200 | AA | Management Personnel (If outside of SLIN) | (General Manager, Program Manager, Contract Administrator, DQO Process Manager, Quality Control Manager, Certified Industrial Hygienist) Hourly rate, all overheads & profit. 1 Hour = 1 Each | EA | $ - 0 | 150 | $ - 0 | |||
| A | 200 | AB | Senior Professional (If outside of SLIN) | (Sen. Consulting Engineer, Scientist, Technical Specialist) Hourly rate, all overheads & profit. Project Manager includes monitoring and controlling project quality, assuring compliance with applicable Federal, State, Department of Defense, Navy, and Local regulations and policy, ensuring compliance with health and safety requirements, and performing as the contractor's chief representative , all overheads & profit. 1 hour = 1 each | EA | $ - 0 | 1000 | $ - 0 | |||
| A | 200 | AC | Professional (If outside of SLIN) | (Engineers, Associates and below) Hourly rate, all overheads & profit. 1 Hour = 1 Each | EA | $ - 0 | 2000 | $ - 0 | |||
| A | 200 | AD | Technician (If outside of SLIN) | (such as Drafter, Technical Writer, Engineering Technician) Hourly rate, all overheads & profit. 1 Hour = 1 Each | EA | $ - 0 | 200 | $ - 0 | |||
| A | 200 | AE | Environmental Worker (If outside of SLIN) | (such as Environmental Engineering/Science Technician) Hourly rate, all overheads & profit. 1 Hour = 1 Each | EA | $ - 0 | 1000 | $ - 0 | |||
| A | 200 | AF | Administrative Support Worker (If outside of SLIN) | (such as secretary/word processor) Hourly rate, all overheads & profit. 1 Hour = 1 Each | EA | $ - 0 | 150 | $ - 0 | |||
| A | 200 | AG | Technical Editor (If outside of SLIN) | (Consulting Engineer, Scientist, Technical Specialist) Hourly rate, all overheads & profit. 1 Hour = 1 Each | EA | $ - 0 | 300 | $ - 0 | |||
| A | 200 | AH | Water Treatment Plant Operator (If outside of SLIN) | (Certified Water Treatment Plant Operator) Hourly rate, all overheads & profit. 1 Hour = 1 Each | EA | $ - 0 | 320 | $ - 0 | |||
| MOBILIZATION/DEMOBILIZATION | UNIT | UNIT PRICE | ESTIMATED QUANTITY | EXTENDED PRICE | |||||||
| A | 210 | AA | Mobilization/Demobilization - Puget Sound Region, Washington State | All mobilization/demobilization transportation to and from site field event involving movement of heavy equipment to support Navy sites in the Puget Sound Region, Washington excluding Whidbey Island in conformance with the base contract Sections C4.9.2 and C7.1. | EA | $ - 0 | 10 | $ - 0 | |||
| A | 210 | AB | Mobilization/Demobilization - Whidbey Island, Washington | All mobilization/demobilization, transportation to and from site field event involving movement of heavy equipment to support Navy sites on Whidbey Island, Washington in conformance with the base contract Sections C4.9.2 and C7.1. | EA | $ - 0 | 5 | $ - 0 | |||
| A | 210 | AC | Mobilization/Demobilization - Adak, Alaska | All mobilization/demobilization, coordination, facility access, shipping (excluding sample shipping), facility IDW planning, any excavation permitting, any special inspections, transportation to and from site field event involving movement of heavy equipment, and all other mobilization required for execution, to support sites on support Adak, Alaska. | EA | $ - 0 | 2 | $ - 0 | |||
| A | 210 | AD | Sample shipping from Adak, AK | Shipping costs for samples from Adak to laboratory | LB | $ - 0 | 10 | $ - 0 | |||
| REPORTS | UNIT | UNIT PRICE | ESTIMATED QUANTITY | EXTENDED PRICE | |||||||
| A | 220 | AA | Tech Memo Simple - Report length of about less than 50 pages, page count not including appendixes | To prepare a technical summary report/document presenting in text, tabular, and graphic formats as determined by requirements and guidelines for the report type. The report includes, but is not limited to, results from field and analytical measurements, inspections, performance assessments, and work completions/closeouts. This item includes two iterations of five Navy copies each (internal copies are the responsibility of the contractor), draft and final with one round of review, comment, and comment resolution. Upon completion of document, and incorporation of all Navy project manager approved comment responses, provide copies to Navy, regulators, and other stakeholders as directed. | |||||||
| Technical editing, graphics, reproduction, organizing features, and GIS compatibility formatting (for electronic versions) are required in this item. Electronic deliverables will be required with final submittal per regulatory requirements, NAVFAC NW SOP and guidelines. Includes printing/reproduction. | EA | $ - 0 | 4 | $ - 0 | |||||||
| A | 220 | AB | Tech Memo Medium - Report length 50 to 100 pages, page count not including appendixes | EA | $ - 0 | 2 | $ - 0 | ||||
| A | 220 | AC | Tech Memo Complex - Report length 100 pages plus | EA | $ - 0 | 2 | $ - 0 | ||||
| A | 220 | AD | Tech Reports Simple (3 iterations)- Report length of about less than 50 pages, page count not including appendixes | To prepare a technical summary report/document presenting in text, tabular, and graphic formats as determined by requirements and guidelines for the report type. The report includes, but is not limited to, results from field and analytical measurements, inspections, performance assessments, and work completions/closeouts. This item includes one iteration of two copies, and two iterations of five copies each (internal copies are the responsibility of the contractor), internal draft, draft, and final with one round of Navy internal review, one round of review, two sets of comments, and two sets of comment resolutions. Upon completion of document, and incorporation of all Navy project manager approved comment responses, provide copies to Navy, regulators, and other stakeholders as directed. | |||||||
| Technical editing, graphics, reproduction, organizing features, and GIS compatibility formatting (for electronic versions) are required in this item. Electronic deliverables will be required with final submittal per regulatory requirements, NAVFAC NW SOP and guidelines. Includes printing/reproduction. | EA | $ - 0 | 3 | $ - 0 | |||||||
| A | 220 | AE | Tech Reports Medium (3 iterations)- Report length 50 to 100 pages, page count not including appendixes | EA | $ - 0 | 2 | $ - 0 | ||||
| A | 220 | AF | Tech Reports Complex (3 iterations) - Report length 100 pages plus | EA | $ - 0 | 4 | $ - 0 | ||||
| A | 220 | AG | Health & Safety Plan | To prepare a plan that shall include all health and safety requirements to ensure that the LTM activities are conducted per the requirements of the EM-385-1-1, the base contract, and the site. The plan shall present in text, tabular, and graphic formats as determined by requirements/format of the EM 385-1-1 and NAVFAC NW guidelines for the report type. The report includes the Accident Prevention Plan (APP), Site Safety and Health Plan (SSHP), and Activity Hazard Analysis(s) (AHA). This item includes two iterations of five copies each (internal copies are the responsibility of the contractor), draft and final with one round of review, comment, and comment resolution. Upon completion of document, and incorporation of all Navy safety officer (or designee) approved comment responses, provide copies to Navy as directed. Technical editing, graphics, reproduction, organizing features, and GIS compatibility formatting (for electronic versions) are required in this item. Electronic deliverables will be required with final submittal per regulatory requirements, NAVFAC NW SOP and guidelines. Includes printing/reproduction | EA | $ - 0 | 4 | $ - 0 | |||
| A | 220 | AH | Quality Control Plan | To prepare a plan that shall include all quality control requirements to ensure that the LTM activities are conducted per the requirements of regulations, the base contract, site decision documents, applicable J-C.1 references and other relevant specifications. The plan shall be presented in text, tabular, and graphic formats as determined by requirements and guidelines for the report type. The report includes, Sampling and Analysis Plan (SAP), Quality Assurance Project Plan (QAPP) or other relevant requirements. This item is assumed to include the UFP SAP/QAPP full format version. This item includes one iteration of three copies, and two iterations of five copies each (internal copies are the responsibility of the contractor), internal draft, draft, and final with one round of Navy internal review, one round of review, two sets of comments, and two sets of comment resolutions. Upon completion of document, and incorporation of all Navy project manager approved comment responses, provide copies to Navy, regulators, and other stakeholders as directed. Technical editing, graphics, reproduction, organizing features, and GIS compatibility formatting (for electronic versions) are required in this item. Electronic deliverables will be required with all submittals per regulatory requirements, NAVFAC NW SOP and guidelines, and Navy project manager requirements. Includes printing and reproduction | EA | $ - 0 | 4 | $ - 0 | |||
| A | 220 | AI | De Minimus Plan Revision/Update | An existing document revision/update that does not impact technical content of the document (i.e. SAP/QAPP, APP/SSHP, Tech Report). The revision/update includes two iterations (internal copies are the responsibility of the contractor), draft and final with one round of review, comment, and comment resolution. This revision/update is assumed to be limited to changes equivalent to pen & ink changes e.g. updating headers and footers, the cover page, personnel changes, etc. Upon completion of document, and incorporation of all Navy project manager approved comment responses, provide copies to Navy, regulators, and other stakeholders as directed. Graphics, reproduction, organizing features, and GIS compatibility formatting (for electronic versions) are required in this item. Electronic deliverables will be required with final submittal per regulatory requirements, NAVFAC NW SOP and guidelines. Includes printing/reproduction for complete final documents. | EA | $ - 0 | 2 | $ - 0 | |||
| A | 220 | AJ | Addenda/Correction for Existing Document | To prepare a technical summary addenda/correction of an existing document (i.e. SAP/QAPP, APP/SSHP, Tech Report) presenting in text, tabular, and graphic formats as determined by requirements and guidelines for the report type. The addenda/correction includes two iterations (internal copies are the responsibility of the contractor), draft and final with one round of review, comment, and comment resolution. This addenda/correction is assumed to be ten (or less) pages of new material. Upon completion of document, and incorporation of all Navy project manager approved comment responses, provide copies to Navy, regulators, and other stakeholders as directed. | |||||||
| Technical editing, graphics, reproduction, organizing features, and GIS compatibility formatting (for electronic versions) are required in this item. Electronic deliverables will be required with final submittal per regulatory requirements, NAVFAC NW SOP and guidelines. Includes printing/reproduction for complete final documents. | EA | $ - 0 | 2 | $ - 0 | |||||||
| A | 220 | AK | Reproduction 8.5 x 11 | For Non-Pre Priced SLINs | EA | $ - 0 | 25000 | $ - 0 | |||
| A | 220 | AL | Reproduction 8.5 x 11 Color | For Non-Pre Priced SLINs | EA | $ - 0 | 2500 | $ - 0 | |||
| A | 220 | AM | Electronic on CD | For Non-Pre Priced SLINs | EA | $ - 0 | 50 | $ - 0 | |||
| MEETINGS | UNIT | UNIT PRICE | ESTIMATED | ||||||||
| QUANTITY | EXTENDED PRICE | ||||||||||
| A | 230 | AA | Preconstruction/Mutual Understanding Meetings | To plan, prepare for, attend, and provide draft/final minutes of a 2 hour technical preconstruction/prefield event or MUM to be held by the Navy in preparation for project field work. This SLIN includes attendance by contractor representatives for Project Management, Quality Control, Site Health and Safety, and Technical expertise as necessary (as determined by the Navy PM & NTR). | EA | $ - 0 | 5 | $ - 0 | |||
| A | 230 | AB | Technical Meetings - 4 hours | To plan, prepare for, attend, and provide draft/final minutes of a 4 hour technical meeting to be held between the contractor, the Navy, regulators, and stakeholders. The meeting shall be attended by the Contractor's project manager and one Contractor senior technical specialist or engineer. The preparation of the meeting shall include generation of meeting agenda, supporting documents and graphics, and coordination/strategy development with the PM necessary to accurately plan technical project meetings, as approved by the PM. The Contractor shall assume 8 hours for preparation and minutes by both the project manager and senior technical support for this task (in addition to the 4 hour meeting). Meeting minutes shall be taken by the Contractor, submitted in draft form to the Navy PM within 2 working days. Final minutes and action items shall be provided within 5 working days from the day of the PM's approval. | EA | $ - 0 | 8 | $ - 0 | |||
| A | 230 | AC | Technical Meetings - 8 hours | To plan, prepare for, attend, and provide draft/final minutes of a 8 hour technical meeting to be held between the contractor, the Navy, regulators, and stakeholders. The meeting shall be attended by the Contractor's project manager and two Contractor senior technical specialist or engineer. The preparation of the meeting shall include generation of meeting agenda, supporting documents and graphics, and coordination/strategy development with the PM necessary to accurately plan technical project meetings, as approved by the PM. The Contractor shall assume 12 hours for preparation and minutes by the project manager and 16 hours total for the two senior technical support for this task (in addition to the 8 hour meeting). Meeting minutes shall be taken by the Contractor, submitted in draft form to the Navy PM within 2 working days. Final minutes and action items shall be provided within 5 working days from the day of the PM's approval. | EA | $ - 0 | 10 | $ - 0 | |||
| LTMOM OF IR SITES | These all are fully inclusive ("turnkey") SLINs. These SLINs shall cover all work necessary to accomplish and report all work elements defined in the SLIN descriptions. | UNIT | UNIT PRICE | ESTIMATED | |||||||
| QUANTITY | EXTENDED PRICE | ||||||||||
| A | 240 | AA | Bangor Site A | See Attachment E of the base contract for description of work. | EA | $ - 0 | 1 | $ - 0 | |||
| A | 240 | AB | Bangor Site F | See Attachment E of the base contract for description of work. | EA | $ - 0 | 1 | $ - 0 | |||
| A | 240 | AC | Whidbey Area 6 | See Attachment F of the base contract for description of work. | EA | $ - 0 | 1 | $ - 0 | |||
| A | 240 | AD | Adak Free Product Recovery, Operable Unit (OU) A | See Attachment G of the base contract for description of work. | EA | $ - 0 | 1 | $ - 0 | |||
| A | 240 | AE | Adak LTM/IC, OU A | See Attachment H of the base contract for description of work. | EA | $ - 0 | 1 | $ - 0 | |||
| A | 240 | AF | Point McIntyre LTM-O | See Attachment I of the base contract for description of work. | EA | $ - 0 | 1 | $ - 0 | |||
| A | 240 | AG | Barrow AK, LTM/O&M, Naval Arctic Research Laboratory | See Attachment J of the base contract for description of work. | EA | $ - 0 | 1 | $ - 0 | |||
| A | 240 | AH | Bremerton (BNC) LTM/O&M, OU A, B Terrestrial, C, D, NSC & PMP | See Attachment K of the base contract for description of work. | EA | $ - 0 | 1 | $ - 0 | |||
| A | 240 | AI | NAVMAG Indian Island LTM/LTO | See Attachment L of the base contract for description of work. | EA | $ - 0 | 1 | $ - 0 | |||
| A | 240 | AJ | Jackson Park LTM/LTO | See Attachment M of the base contract for description of work. | EA | $ - 0 | 1 | $ - 0 | |||
| A | 240 | AK | Keyport Phytoremediation O&M | Contractor shall monitor and maintain the two phytoremediation plantations as stipulated in the most current version of the Keyport Operations and Maintenance Plan. Each phytoremediation plantation is approximately 1 acre in size and contains hybrid Poplar trees. Phytoremediation plantation maintenance shall include tree inspections to identify the presence of damage, disease, infestation or stress, weed control and nurturing activities at the direction of the NAVFAC Northwest RPM that may include thinning and pruning and/or irrigation using the installed irrigation system. Weed control will involve removal of weeds from between the rows of trees and in a 5 foot buffer around the plantations. Normal weeds include, but are not limited to, grasses, dandelions, blackberry, ivy, holly, Scotch broom, salmonberry, laurel, and small maple and/or alder saplings. Upon completion of each maintenance and monitoring event, the contractor shall prepare a technical memorandum describing the effort completed and the results of the inspection. Per Final Operation and Maintenance Plan for Phytoremediation and Tide Gate, Operable Unit 1, Naval Base Kitsap Keyport, Keyport, Washington. (Lastest Edition) | EA | $ - 0 | 1 | $ - 0 | |||
| A | 240 | AL | Keyport Tide Gate O&M | Contractor shall monitor and maintain the Keyport Operable Unit 1 tide gate as stipulated in the most current version of the Keyport Operations and Maintenance Plan. Tide gate maintenance shall involve hand scraping and removal of barnacles, mussels, silt, seaweed, and branches/twigs on all accessible exterior surfaces, floats, side door interiors, surrounding structures, accessible interior portions of the culvert (within approximately 4 feet of the door), and on the upper culvert security gate. The tide gate shall also be inspected to ensure all parts are intact and in working order, including the vacuum break vent and floats. To ensure the tide gate is operating correctly, the contractor shall monitor tide gate function through one high tide cycle. Temporary staff gauges shall be installed on both sides of the tide gate culvert (tidal flat and marsh sides of the tide gate) and tide gate operation shall be monitored from approximately 2 hours before high tide to 2 hours after high tide (based on predictions of high tide in the adjacent Liberty Bay). Water levels and observations of tide gate position shall be measured and documented at 15 minute increments during the transition of the tide gate from an open position to a closed position. Upon completion of each tide gate maintenance and monitoring event, the contractor shall prepare a technical memorandum describing the effort completed and the results of the inspection. If during the tide gate inspection parts are found to be damaged which could affect tide gate operations, the contractor shall notify the NAVFAC Remedial Project Manager immediately. Per Final Operation and Maintenance Plan for Phytoremediation and Tide Gate, Operable Unit 1, Naval Base Kitsap Keyport, Keyport, Washington. (Latest Edition) | EA | $ - 0 | 1 | $ - 0 | |||
| A | 240 | AM | Keyport Land Use Controls Inspection | Contractor shall perform a Land Use Control (LUC) inspection of the areas of NBK Keyport that are subject to LUCs in compliance with the most recent version of the Keyport Institutional Controls Plan, Operable Unit 1, Operable Unit 2, and Areas 22 and 7. Contractor shall conduct visual inspections of Operable Unit 1, Operable Unit 2, Areas 7 and Area 22, contact appropriate installation staff and evaluate LUC compliance to allow completion of the LUC inspection checklists included in the LUC Plan. Upon completion of the LUC checklists, the contractor shall prepare a technical memorandum describing the effort completed and the results of the inspection, with the completed checklists attached. If while conducting the LUC inspections LUCs are found to have been violated, the contractor shall notify the NAVFAC Remedial Project Manager immediately. Per Final Institutional Controls Plan, Operable Unit 1, Operable Unit 2, and Areas 22 and 7, Naval Base Kitsap Keyport, Keyport, Washington. (Latest Edition) | EA | $ - 0 | 1 | $ - 0 | |||
| A | 240 | AN | Point McIntyre Weather Day | The contractor shall be prepared for inclement weather downtime or the presence of a polar bear, which may prevent the contractor personnel from mobilizing to the site. Based on the 2013, 2014, 2015, 2016, 2017, and 2018 field work at Point McIntyre, weather days are a reasonable expectation for the LTM/O field work as is the possible presence of a polar bear at the site. Awarded if the contractor requires more than 5 days for the field work (NOT including mobilization and demobilization). The contractor shall propose a daily rate (negotiable) for each day field work cannot be performed due to weather and/or a polar bear. During the execution of field activities, the Contractor shall notify the Government whenever a weather event has occurred that prevents on-site work and shall provide documentation (Daily Production Report or Daily Quality Control Report) in support of each requested weather day. The option will be awarded per weather day if necessary during the field work. This option expires at the end of the field work. | EA | $ - 0 | 1 | $ - 0 | |||
| PRE-PRICED MAINTENANCE | To perform the services described below that exceed the O&M requirements identified in the Performance Work Statement | UNIT | UNIT PRICE | ESTIMATED QUANTITY | EXTENDED PRICE | ||||||
| A | 250 | AA | Extraction Pump Repair | As specified in SLIN 240 series references. | EA | $ - 0 | 1 | $ - 0 | |||
| A | 250 | AB | Adak LUC/IC - DVD Maintenance | To ensure the Adak air terminal informational DVD player remains running and functional. This is to be done in conjunction with SLIN 240 AD per section 4.4 of the ICMP found in PWS Attachment H Reference 2 for a period of 1 year. | EA | $ - 0 | 1 | $ - 0 | |||
| A | 250 | AC | Influent/Effluent Pump Replacement | As specified in SLIN 240 series references. | EA | $ - 0 | 1 | $ - 0 | |||
| FREE PRODUCT REMOVAL | To perform setup and retrieval of free product to include sample of free product, transportation, and disposal costs. This series of 260 SLINs applies to the Puget Sound area. | UNIT | UNIT PRICE | ESTIMATED QUANTITY | EXTENDED PRICE | ||||||
| A | 260 | AA | FPR by Sock | Using sock absorbent material to perform setup and retrieval of free product to include sample of free product, and transportation and disposal costs. | EA | $ - 0 | 5 | $ - 0 | |||
| A | 260 | AB | FPR by Hand Bail | Using hand bail/canisters to perform setup and retrieval of free product to include sample of free product, and transportation and disposal costs. | EA | $ - 0 | 5 | $ - 0 | |||
| WELL INSTALLATION (HOLLOW STEM AUGER)-WASHINGTON STATE (PUGET SOUND REGION) | To drill, document, sample, log, case, install, characterize, and develop a resource protection well per SOPs and the standards of WAC 173-160. Work includes handling, management, and disposal of investigation derived wastes (in accordance with all applicable Federal, State, Local, and Navy regulations and guidance for the site). All well installation work with the exclusion of the well monument is included in this line item. Well screen shall be either 10 or 20 slot as determine necessary. A well driller licensed in the State of Washington and trained per 29 CFR 1910.120 shall complete the work required under this line item. Well Development methods using air or jetting of water into the well are discouraged because of the potential for affecting water quality but if is necessary shall be conducted under the supervision of a qualified hydrogeologist. Provide well with a lockable "J-Plug" and lock. Provide two keys to the lock to the Navy. This SLIN does not include surveying of new well. Coring asphalt or concrete up to 6 inches is included. | UNIT | UNIT PRICE | ESTIMATED QUANTITY | EXTENDED PRICE | ||||||
| A | 270 | AA | 0-20 feet/5 feet/2"/5' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 270 | AB | 0-20 feet/continuous/2"/5' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 270 | AC | 0-20 feet/5 feet/2"/10' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 270 | AD | 0-20 feet/continuous/2"/10' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 270 | AE | 0-20 feet/5 feet/4"/5' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 270 | AF | 0-20 feet/continuous/4"/5' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 270 | AG | 0-20 feet/5 feet/4"/10' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 270 | AH | 0-20 feet/continuous/4"/10' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 270 | AI | >20-40 feet/5 feet/2"/5' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 270 | AJ | >20-40 feet/continuous/2"/5' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 270 | AK | >20-40 feet/5 feet/2"/10' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 270 | AL | >20-40 feet/continuous/2"/10' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 270 | AM | >20-40 feet/5 feet/4"/5' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 270 | AN | >20-40 feet/continuous/4"/5' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 270 | AO | >20-40 feet/5 feet/4"/10' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 270 | AP | >20-40 feet/continuous/4"/10' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 270 | AQ | >40-65 feet/5 feet/2"/5' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 270 | AR | >40-65 feet/continuous/2"/5' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 270 | AS | >40-65 feet/5 feet/2"/10' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 270 | AT | >40-65 feet/continuous/2"/10' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 270 | AU | >40-65 feet/5 feet/4"/5' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 270 | AV | >40-65 feet/continuous/4"/5' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 270 | AW | >40-65 feet/5 feet/4"/10' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 270 | AX | >40-65 feet/continuous/4"/10' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 270 | AY | Additional Soil Sample | (1 Sample = 1 Each) | EA | $ - 0 | 10 | $ - 0 | |||
| A | 270 | AZ | Shelby Tube Soil Sample | (1 Sample = 1 Each) | EA | $ - 0 | 10 | $ - 0 | |||
| WELL REDEVELOPMENT-WASHINGTON STATE (PUGET SOUND REGION) | To collect field measurements, document, log and redevelop a resource protection well per J.C-1 reference i) SOP I-C-2 and the standards of WAC 173-160. Work includes handling, management, and disposal of investigation derived wastes (per all applicable Federal, State, Local, and Navy regulations and guidance for the site). Well redevelopment methods including surge block and bailer/pump should be used. Use of jetting or addition of descaling chemicals into the well are discouraged because of the potential for affecting water quality. Provide well with a new lockable "J-Plug" and lock. Provide two keys to the lock to the Navy. Assume well is accessible by wheeled vehicle. This SLIN can be used inconjunction with series 330 SLINS provided the government concurs that a drill rig is required for Well Redevelopment. | UNIT | UNIT PRICE | ESTIMATED QUANTITY | EXTENDED PRICE | ||||||
| A | 280 | AA | Redevelop Existing Wells. Depth of screened interval 0'-10' | Assume well casing diameter of 2 to 4 inches | LF | $ - 0 | 20 | $ - 0 | |||
| A | 280 | AB | Redevelop Existing Wells. Depth of screened interval 10'-25' | Assume well casing diameter of 2 to 4 inches | LF | $ - 0 | 30 | $ - 0 | |||
| A | 280 | AC | Redevelop Existing Wells. Depth of screened interval 25'-50' | Assume well casing diameter of 2 to 4 inches | LF | $ - 0 | 50 | $ - 0 | |||
| A | 280 | AD | Redevelop Existing Wells. Depth of screened interval 50'-75' | Assume well casing diameter of 2 to 4 inches | LF | $ - 0 | 50 | $ - 0 | |||
| A | 280 | AE | Redevelop Existing Wells, Depth of screened interval 75'-100' | Assume well casing diameter of 4 to 6 inches | LF | $ - 0 | 50 | $ - 0 | |||
| A | 280 | AF | Redevelop Existing Wells, Depth of screened interval 100'-200' | Assume well casing diameter of 4 to 6 inches | LF | $ - 0 | 200 | $ - 0 | |||
| A | 280 | AG | Redevelop Existing Wells. Depth of screened interval 200'-250' | Assume well casing diameter of 4 to 6 inches | LF | $ - 0 | 100 | $ - 0 | |||
| A | 280 | AH | Redevelop Existing Wells. Depth of screened interval 0'-10' | Assume well casing diameter of 2 to 4 inches; known contamination | LF | $ - 0 | 20 | $ - 0 | |||
| A | 280 | AI | Redevelop Existing Wells. Depth of screened interval 10'-25' | Assume well casing diameter of 2 to 4 inches; known contamination | LF | $ - 0 | 30 | $ - 0 | |||
| A | 280 | AJ | Redevelop Existing Wells. Depth of screened interval 25'-50' | Assume well casing diameter of 2 to 4 inches; known contamination | LF | $ - 0 | 50 | $ - 0 | |||
| A | 280 | AK | Redevelop Existing Wells. Depth of screened interval 50'-75' | Assume well casing diameter of 2 to 4 inches; known contamination | LF | $ - 0 | 50 | $ - 0 | |||
| A | 280 | AL | Redevelop Existing Wells, Depth of screened interval 75'-100' | Assume well casing diameter of 4 to 6 inches; known contamination | LF | $ - 0 | 50 | $ - 0 | |||
| A | 280 | AM | Redevelop Existing Wells, Depth of screened interval 100'-200' | Assume well casing diameter of 4 to 6 inches; known contamination | LF | $ - 0 | 200 | $ - 0 | |||
| A | 280 | AN | Redevelop Existing Wells. Depth of screened interval 200'-250' | Assume well casing diameter of 4 to 6 inches; known contamination | LF | $ - 0 | 100 | $ - 0 | |||
| WELL INSTALLATION (SONIC)-WASHINGTON STATE (PUGET SOUND REGION) | To drill, document/log, install and develop a resource protection well per SOPs and the standards of WAC 173-160. Work includes handling, management, and disposal of investigation derived wastes (in accordance with all applicable Federal, State, Local, and Navy regulations and guidance for the site). All well installation work with the exclusion of the well monument is included in this line item. Well screen shall be either 10 or 20 slot as approved by the Navy. A well driller licensed in the State of Washington and trained per 29 CFR 1910.120 shall complete the work required under this line item. Well development methods including surge block and bailer/pump should be used. Use of jetting is discouraged because of the potential for affecting water quality. However, if necessary shall be conducted at the direction of the RPM, under the supervision of a licensed hydrogeologist. Copies of all drillers logs signed by the driller shall be provided to the Navy. Provide well with a lockable "J-Plug" and lock. Provide two keys to the lock to the Navy. This SLIN does not include surveying of new well. Coring asphalt or concrete up to 6 inches is included. | UNIT | UNIT PRICE | ESTIMATED QUANTITY | EXTENDED PRICE | ||||||
| A | 290 | AA | 0-20 feet/5 feet/2"/5' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 290 | AB | 0-20 feet/continuous/2"/5' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 290 | AC | 0-20 feet/5 feet/2"/10' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 290 | AD | 0-20 feet/continuous/2"/10' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 290 | AE | 0-20 feet/5 feet/4"/5' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 290 | AF | 0-20 feet/continuous/4"/5' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 290 | AG | 0-20 feet/5 feet/4"/10' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 290 | AH | 0-20 feet/continuous/4"/10' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 290 | AI | >20-40 feet/5 feet/2"/5' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 290 | AJ | >20-40 feet/continuous/2"/5' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 290 | AK | >20-40 feet/5 feet/2"/10' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 290 | AL | >20-40 feet/continuous/2"/10' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 290 | AM | >20-40 feet/5 feet/4"/5' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 290 | AN | >20-40 feet/continuous/4"/5' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 290 | AO | >20-40 feet/5 feet/4"/10' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 290 | AP | >20-40 feet/continuous/4"/10' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 290 | AQ | >40-65 feet/5 feet/2"/5' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 290 | AR | >40-65 feet/continuous/2"/5' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 290 | AS | >40-65 feet/5 feet/2"/10' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 290 | AT | >40-65 feet/continuous/2"/10' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 290 | AU | >40-65 feet/5 feet/4"/5' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 290 | AV | >40-65 feet/continuous/4"/5' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 290 | AW | >40-65 feet/5 feet/4"/10' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 290 | AX | >40-65 feet/continuous/4"/10' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 290 | AY | Additional Soil Sample | (1 Sample = 1 Each) | EA | $ - 0 | 10 | $ - 0 | |||
| A | 290 | AZ | Shelby Tube Soil Sample | (1 Sample = 1 Each) | EA | $ - 0 | 2 | $ - 0 | |||
| WELL INSTALLATION BY HAND METHODS-ALASKA | Use either hand auger, power auger or post-hole digger, to install temporary monitoring wells. Well screen shall be either 10 or 20 slot as approved by the Navy. Well development methods including surge block and bailer/pump should be used per the standards of ASTM D6724-04(2010), ASTM D6724-04(2010), 18 AAC 75, 18 AAC 78 and Monitoring Well Guidance. Work includes handling, management, and disposal of investigation derived wastes (per all applicable Federal, State, Local, and Navy regulations and guidance for the site). All well installation work with the exclusion of the well monument is included in this line item. All personnel shall be trained per 29 CFR 1910.120 to complete the work required under this line item. Installation shall be performed by a professional with direct experience. Provide GPS location of well to Navy. Coring asphalt or concrete up to 6 inches is included. | UNIT | UNIT PRICE | ESTIMATED QUANTITY | EXTENDED PRICE | ||||||
| A | 300 | AA | 0-5 feet / 1 - 2 inch | LS | $ - 0 | 5 | $ - 0 | ||||
| A | 300 | AB | > 5 feet to 10 feet / 1 - 2 inch | LS | $ - 0 | 5 | $ - 0 | ||||
| A | 300 | AD | Additional Soil Sample | (1 Sample = 1 Each) | EA | $ - 0 | 10 | $ - 0 | |||
| WELL INSTALLATION (HOLLOW STEM AUGER)-ALASKA | To drill, document/log, install and develop a resource protection well per the standards of 18 AAC 75, 18 AAC 78 and Monitoring Well Guidance. Work includes handling, management, and disposal of investigation derived wastes (in accordance with all applicable Federal, State, Local, and Navy regulations and guidance for the site). All well installation work with the exclusion of the well monument is included in this line item. Well screen shall be either 10 or 20 slot as determine necessary. A well driller licensed in the State of Alaska and trained per 29 CFR 1910.120 shall complete the work required under this line item. Well development methods including surge block and bailer/pump should be used. Use of jetting is discouraged because of the potential for affecting water quality. However, if necessary shall be conducted at the direction of the RPM, under the supervision of a licensed hydrogeologist. Copies of all drillers logs signed by the driller shall be provided to the Navy. Provide well with a lockable "J-Plug." This SLIN does not include surveying of new well. Coring asphalt or concrete up to 6 inches is included. | UNIT | UNIT PRICE | ESTIMATED QUANTITY | EXTENDED PRICE | ||||||
| A | 310 | AA | 0-20 feet/5 feet/2"/5' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 310 | AB | 0-20 feet/continuous/2"/5' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 310 | AC | 0-20 feet/5 feet/2"/10' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 310 | AD | 0-20 feet/continuous/2"/10' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 310 | AE | 0-20 feet/5 feet/4"/5' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 310 | AF | 0-20 feet/continuous/4"/5' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 310 | AG | 0-20 feet/5 feet/4"/10' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 310 | AH | 0-20 feet/continuous/4"/10' | Price per linear foot for a well ranging in depth from 0 to 20 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 310 | AI | >20-40 feet/5 feet/2"/5' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 310 | AJ | >20-40 feet/continuous/2"/5' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 310 | AK | >20-40 feet/5 feet/2"/10' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 310 | AL | >20-40 feet/continuous/2"/10' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 310 | AM | >20-40 feet/5 feet/4"/5' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 310 | AN | >20-40 feet/continuous/4"/5' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 310 | AO | >20-40 feet/5 feet/4"/10' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 310 | AP | >20-40 feet/continuous/4"/10' | Price per linear foot for a well ranging in depth from greater than 20 feet to 40 feet deep | LF | $ - 0 | 20 | $ - 0 | |||
| A | 310 | AQ | >40-65 feet/5 feet/2"/5' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 310 | AR | >40-65 feet/continuous/2"/5' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 310 | AS | >40-65 feet/5 feet/2"/10' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 310 | AT | >40-65 feet/continuous/2"/10' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 310 | AU | >40-65 feet/5 feet/4"/5' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 310 | AV | >40-65 feet/continuous/4"/5' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 310 | AW | >40-65 feet/5 feet/4"/10' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 310 | AX | >40-65 feet/continuous/4"/10' | Price per linear foot for a well ranging in depth from greater than 40 feet to 65 feet deep | LF | $ - 0 | 25 | $ - 0 | |||
| A | 310 | AY | Additional Soil Sample | (1 Sample = 1 Each) | EA | $ - 0 | 10 | $ - 0 | |||
| A | 310 | AZ | Shelby Tube Soil Sample | (1 Sample = 1 Each) | EA | $ - 0 | 10 | $ - 0 | |||
| WELL REDEVELOPMENT-ALASKA | To collect field measurements, document, log and redevelop a resource protection well per J.C-1 reference i) SOP I-C-2 and the State of Alaska standards. Work includes handling, management, and disposal of investigation derived wastes (per all applicable Federal, State, Local, and Navy regulations and guidance for the site). Well redevelopment methods including surge block and bailer/pump should be used. Provide well with a new lockable "J-Plug." This SLIN can be used inconjunction with series 330 SLINS provided the government concurs that a drill rig is required for Well Redevelopment. | UNIT | UNIT PRICE | ESTIMATED QUANTITY | EXTENDED PRICE | ||||||
| A | 320 | AA | Redevelop Existing Wells. Depth of screened interval 0'-10' | Assume well casing diameter of 2 to 4 inches | LF | $ - 0 | 20 | $ - 0 | |||
| A | 320 | AB | Redevelop Existing Wells. Depth of screened interval 10'-25' | Assume well casing diameter of 2 to 4 inches | LF | $ - 0 | 30 | $ - 0 | |||
| A | 320 | AC | Redevelop Existing Wells, Depth of screened interval 25'-50' | Assume well casing diameter of 2 to 4 inches | LF | $ - 0 | 50 | $ - 0 | |||
| A | 320 | AD | Redevelop Existing Wells. Depth of screened interval 50'-75' | Assume well casing diameter of 2 to 4 inches | LF | $ - 0 | 50 | $ - 0 | |||
| A | 320 | AE | Redevelop Existing Wells. Depth of screened interval 0'-10' | Assume well casing diameter of 2 to 4 inches; known contamination | LF | $ - 0 | 20 | $ - 0 | |||
| A | 320 | AF | Redevelop Existing Wells. Depth of screened interval 10'-25' | Assume well casing diameter of 2 to 4 inches; known contamination | LF | $ - 0 | 30 | $ - 0 | |||
| A | 320 | AG | Redevelop Existing Wells. Depth of screened interval 25'-50' | Assume well casing diameter of 2 to 4 inches; known contamination | LF | $ - 0 | 50 | $ - 0 | |||
| A | 320 | AH | Redevelop Existing Wells. Depth of screened interval 50'-75' | Assume well casing diameter of 2 to 4 inches; known contamination | LF | $ - 0 | 50 | $ - 0 | |||
| MOB/DEMOB MISCELLANEOUS WELL | To support "Well Installation," "Install Well Monument" (if separate), and "Decommission Well Boring" SLINs for mobilization/demobilization efforts | UNIT | UNIT PRICE | ESTIMATED | |||||||
| QUANTITY | EXTENDED PRICE | ||||||||||
| A | 330 | AA | Mobilization/Demobilization - Puget Sound Region, Washington excluding Whidbey Island | All Mobilization/Demobilization efforts, coordination, facility access and use, any excavation permitting, any special inspections, transportation to and from site field event, all other mobilization required for execution to support "Well Installation," and "Decommission Well by overdrilling" SLINs to support Navy sites in the Puget Sound Region, Washington State. | EA | $ - 0 | 1 | $ - 0 | |||
| A | 330 | AB | Mobilization/Demobilization - Adak, Alaska | All Mobilization/Demobilization efforts, coordination, facility access and use, any excavation permitting, any special inspections, transportation to and from site field event, all other mobilization required for execution to support "Well Installation," and "Decommission Well by overdrilling" SLINs to support sites in Adak, Alaska. | EA | $ - 0 | 1 | $ - 0 | |||
| A | 330 | AC | Mobilization/Demobilization - Whidbey Island, Washington | All Mobilization/Demobilization efforts, coordination, facility access and use, any excavation permitting, any special inspections, transportation to and from site field event, all other mobilization required for execution to support "Well Installation," and "Decommission Well by overdrilling" SLINs to support Navy sites on Whidbey Island, Washington. | EA | $ - 0 | 1 | $ - 0 | |||
| INSTALL/REPLACE WELL MONUMENT | All labor, materials, supplies, and equipment necessary to document, log, label, and install a resource protection well monument per the standards of the appropriate state, facility, and compatible with site conditions. Work includes handling, management, and disposal (in accordance with all applicable Federal, State, Local, and Navy regulations and guidance for the site) of investigation derived wastes. All well monument installation or replacement work is included in this line item. A well driller licensed in the State of the well and trained per 29 CFR 1910.120 shall complete the work required under this line item. | UNIT | UNIT PRICE | ESTIMATED QUANTITY | EXTENDED PRICE | ||||||
| A | 340 | AA | Install Above Ground /8" Well Monument | Includes lockable steel monument casing painted yellow that extends 3 feet above existing grade and a minimum of 2 feet below existing grade. Monument casing shall be numbered with well number painted on exterior and state identification number shall be painted or scribed on inside of lid. Monument casing shall be filled to within 4 inches of the top of the well casing. Well casing shall be placed within 2 inches of top of monument casing. Provide a weather rated lock and 2 keys to the Navy. | EA | $ - 0 | 5 | $ - 0 | |||
| A | 340 | AB | Install Flush Mount/8" Well Monument | Provide 8 inch water-tight, bolted well monument with 12 inch skirt. Concrete apron shall extend a minimum of 12 inches from well monument and shall be brush finished and sloped a minimum of 1/8 inch downward away from well. | EA | $ - 0 | 5 | $ - 0 | |||
| A | 340 | AC | Install Flush Mount/12" Well Monument | Provide 12 inch water-tight, bolted well monument with 12 inch skirt. Concrete apron shall extend a minimum of 18 inches from well monument and shall be brush finished and sloped a minimum of 1/4 inch downward away from well. | EA | $ - 0 | 5 | $ - 0 | |||
| A | 340 | AD | Install Bollard /3' (set of 3) | Provide three, three foot minimum protective steel casings filled with concrete set in a triangle centered on the well. Casings shall be located two to three feet from the monitoring well. Casings shall be painted yellow. | SE | $ - 0 | 5 | $ - 0 | |||
| A | 340 | AE | Replace Flush Mount/8" Well Monument | Remove existing 8-inch well monument and install a new 8 inch water-tight, bolted well monument with 12 inch skirt. Concrete apron shall extend a minimum of 12 inches from well monument and shall be brush finished and sloped a minimum of 1/8 inch downward away from well. | EA | $ - 0 | 1 | $ - 0 | |||
| A | 340 | AF | Replace Flush Mount/12" Well Monument | Remove existing 12-inch well monument and install a new 12 inch water-tight, bolted well monument with 12 inch skirt. Concrete apron shall extend a minimum of 18 inches from well monument and shall be brush finished and sloped a minimum of 1/4 inch downward away from well. | EA | $ - 0 | 1 | $ - 0 | |||
| A | 340 | AG | Coring depth greater than 6" for asphalt or concrete during well or monument installation. | SLIN required for well or monument installation requiring coring of asphalt or concrete in exceess of 6 inches. | EA | $ - 0 | 1 | $ - 0 | |||
| A | 340 | AH | Well Monument Removal and Disposal | SLIN applies to monuments of similar size to the series 340 SLINs. Includes removal of the monument/ballards/concrete pad. | EA | $ - 0 | 1 | $ - 0 | |||
| DECOMMISSION WELL BORING PRIOR - WASHINGTON STATE (PUGET SOUND REGION) | To document, log, and decommission a resource protection well and monument per the standards of WAC 173-160. Work includes handling, management, and disposal of investigation derived wastes (IDW), including monument (in accordance with all applicable Federal, State, Local, and Navy regulations and guidance for the site). All well decommissioning work is included in this line item including finishing site to like grade and condition. A well driller licensed in the State of Washington and trained per 29 CFR 1910.120 shall complete the work required under this line item. Assume well is accessible by wheeled vehicle. | UNIT | UNIT PRICE | ESTIMATED QUANTITY | EXTENDED PRICE | ||||||
| A | 350 | AA | 0-25 feet Decommission Well Boring | Well casing diameters range from 2 to 4 inches | LF | $ - 0 | 20 | $ - 0 | |||
| A | 350 | AB | 0-50 feet Decommission Well Boring | Well casing diameters range from 2 to 4 inches | LF | $ - 0 | 40 | $ - 0 |
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