11 - SOW B664 Harney Renovation-Rev_.pdf
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- Attached to
- Amendment #0001 IFB-Harney Gym B-664 Renovations
- Solicitation number
- W91QF4-23-B-0005
About this file
This statement of work outlines requirements for the renovation of the Harney Sports Complex building at Fort Leavenworth, Kansas. The project includes repairing and replacing mechanical, plumbing and electrical systems, demolishing and renovating interior spaces, installing new finishes and fixtures, and constructing a temporary entry vestibule. Eligible offerors must have experience managing similar construction projects. The solicitation seeks a general contractor to provide supervision, labor, equipment and materials for the base award value between $1-5 million. The work must meet standards for sustainable waste management, historic preservation, and occupational safety. The statement of work specifies submittal requirements, working hours, signage, utility coordination, and quality control expectations.
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B664 Harney Gym Renovation (Revision 1) 1 August 2023
STATEMENT OF WORK
FOR
CONSTRUCTION AGREEMENT – CONSTRUCTION
PROJECT # / NAME: HARNEY SPORTS COMPLEX – LOCKER ROOM AND LOBBY REPAIRS
DATE: 1 August 2023
SW-1 DESCRIPTION OF WORK
a. General: This Agreement is for this sole award for specific Sustainment, Restoration, and Modernization (SRM) of Harney Sports Complex (Building B664 – 185 Fourth Street, Fort Leavenworth, Kansas) for the Directorate of Public Works (DPW) at Fort Leavenworth, KS. The contractor shall provide all supervision, management, personnel, labor, equipment, transportation, supplies, and any other items necessary to complete this construction project. This work includes but is not limited to the following: repair or replacement of some mechanical, plumbing, electrical and fire notification and detection systems updates and modifications; repairs related to building demolition and renovation; interior remodeling work including carpentry, painting, flooring, wall covering and ceilings; a new sauna, some interior and minor exterior concrete slab replacements; and modification of a few structural elements; addition and replacement of interior windows and doors. This acquisition will require a general contractor with experience and expertise capable of fully managing this task order simultaneously with their other work, which will require construction scheduling, cost estimating, quality control, and coordination of subcontractors in a wide variety of construction trades.
b. Bonding: Individual task orders shall adhere to the requirements at FAR 28.102 to include requirements for bonding. Bonding will be included in a separate line item on the individual task orders.
c. Government Representatives: Representatives of the Directorate of Public Works (Contracting
Officer Representative (COR), architect, engineer, etc.) will act as Project Oversight for the Contracting Officer for this Task Order agreement.
d. Key Personnel Staffing Plan: The contractor shall assign an employee other than the On-Site
Superintendent who will serve as Project Manager for the course of this agreement. The official shall be responsible for being a liaison between the contractor and the Contracting Officer and the COR and/or their designated representative. The designation shall be in writing and a copy furnished to the Contracting Officer and COR within ten (10) days after signature of this agreement.
e. Identification of Contractor Employees. The contractor shall provide each employee working at the site an identification (ID) badge prior to their start date on this project. Contractor personnel shall wear the ID badge at all times when performing work under this contract to include attending Government meetings and conferences. Contractor employee shall wear the ID badge in a conspicuous place on the front of exterior clothing and above the waist except when safety or health reasons prohibit such placement. Any worker without a badge may be asked by the Contracting Officer or COR to leave the site until they have the badge properly discplayed.
f. Wage Determinations: The location and type of work to be performed will dictate the applicable
Wage Determination to be associated with each individual Task Order.
g. Required Insurance Coverage: In conjunction with FAR Clause No. 52.228-5 entitled "Insurance Work on a Government Installation" the Contractor’s insurance coverage shall include the following types with the minimum amounts of liability indicated herein.
TYPE MINIMUM AMOUNT
Workmen's Compensation and Employer's $100,000 Liability Comprehensive General Liability $500,000 (Bodily Injury) Per Occurrence Comprehensive Automobile Liability
$200,000/$500,000 (Bodily Injury) Per Occurrence $20,000 (Property Damage) Per Occurrence
B664 Harney Gym Renovation (Revision 1) 1 August 2023
h. Rough Order of Magnitude: In accordance with FAR 36.204 - Disclosure of the Magnitude of Construction Projects. Advance notices and solicitations shall state the magnitude of the requirement in terms of physical characteristics and estimated price range. In no event shall the statement of magnitude disclose the Government’s estimate. Therefore, the estimated price is withing the following price range:
(a) Between $1,000,000 and $5,000,000.
SW-2 PRINCIPLE FEATURES The work to be performed includes the following principal features:
a) The Harney Sports Complex project is an approximately 3,200 SF complete renovation of two Locker Rooms, a
Pool Corridor, a new ABA Family Toilet/Shower Room, a new Sauna, renovated Lobby Area, expanded Office, and a temporary Vestibule and Reception Area.
b) Architectural work includes reconfiguring of some walls, block off a rear entrance to the locker rooms and expand the existing office. The new locker rooms will have all new lockers (HDPE), benches and toilet partitions (Phenolic). Virtually all new finishes is to include approximately 1,600 SF wall tile in the locker rooms and approximately 3,200 SF of epoxy quartz flooring and shower walls in the locker rooms, pool corridor and pool pre-shower area, as well as about 1,700 SF of new ceiling tile and grid. New doors (some on hold-opens), a fire-rated window and expanded observation windows into the pool are also to be added. A Sauna is to be built in the existing ABA toilet/shower room location and the existing ABA toilet/shower room is to be relocated to a nearby former Storage Room. The Entry Lobby/Vestibule and expanded Office are to have complete new finishes and fixtures. The Lobby will have a new 25-long “L”-shaped desk with internal lighting, power and data, as well as solid surface tops and related millwork around. The adjacent Office is also to be expanded into the existing quarry tile Lobby. Approximately 1,000 SF of LVT is to be installed in the Lobby, Vestibule, and Office along with a recessed roll-up link mat in the Vestibule.
c) A Structural review and final design of a short length of an expanded masonry wall opening is to be provided by the Contractor to assure stability of the re-designed masonry Pool Room/Observation Area wall. A new all-cedar is also to be constructed.
d) Plumbing will include replacement of about 140 feet of under-slab waste lines to the manhole just outside the primary pedestrian entry, along with above-slab waste line replacements behind toilet and lavatory fixture walls.
All plumbing fixtures to be replaced including shower controls and heads, floor drains, toilets, urinals and lavatories. Some floor drains are to be relocated and clean-outs added, along with the addition of a new janitor’s sink and built-out walls on the Second Level, directly above the ABA toilet in an existing storage room.
e) Mechanical work is to include modified and upgraded ventilation, new diffusers and grilles, and two new in-line duct branch heating coils.
f) Electrical work is to include all new Lobby lighting in new lay-in ceilings, as well as Office and Corridor lighting.
Some lighting will be reused along with patched ceilings the locker rooms. New lighting controls, data, and power outlets, is to be installed throughout repair effort. New LED lighting is also to be installed under the Reception Desk customer-side counter as well as within the stud spaces below the lower counter and controlled by a device in the Office.
g) Temporary Entry and Reception Area: Prior to start of the permanent construction work, the contractor shall construct a TEMPORARY ENTRY including a Vestibule, administrative desk area and flooring protection. A complete working entry is required and will include, but is not limited to the following:
a. Install an approximate 8’-0” wide by 8’-0” deep Vestibule with min. 2x4 wood framed walls with R13 unfaced batt insulation, and a min. 5/8” Sheetrock (taped, mud, and painted) on each side of the studs.
Walls cannot be secured to existing gym wood flooring. Construct ceiling of 2x6 framing with at least 8’- 0” minimum clear height, gypsum finish (tape, mud, paint) and secure R26 unfaced batt insulation (install to cover visibility of the insulation from floor level). Include an interior set of 3’-0” x 7’-0” self-closing, push/pull double doors with an upper ½ vision light (glass) each. Add wood flooring protection throughout Vestibule and in the Gymnasium. Place a walk off mat in vestibule. Install switched overhead lighting within the Vestibule. Install a new EXIT sign at the interior Vestibule door. Add or adjust fire alarm devices at the interior side(s) of the door.
b. Install an infrared heater with wall-mounted thermostat within the temporary vestibule.
c. Install 4 duplex power outlets and 4 data temporary lines (connected to the same general systems as are currently) extending from the Vestibule wall within the Gymnasium about 15 feet to a relocated administrative desk location.
d. The desk and related furniture will be relocated by the Army. Wiring to be within conduit and mounted to horizontal 2x wood laid on the floor extending from the side of the Vestibule, with floor protection underneath. Contractor to provide approximately 250 SF of smooth continuous thick plastic sheeting
B664 Harney Gym Renovation (Revision 1) 1 August 2023 under the desk, chair and furniture area as directed by the COR.
e. Construct an exterior covered roof, approximately 8’ x 12’ over the double door entry way. This covered roof will not be structurally connected to the exterior façade of the building, but shall be water-tight so as not to leak water on the patrons for the length of the installation
f. Construct and install a free standing and professionally finished sign indicating new main entry point to gym.
g. All flashing or other connections to the interior floor, and interior /exterior façades must be returned back to original state upon project completion.
h) Men’s Sauna Access: At least one Men’s Sauna (existing or new) must be operational and usable by the public at all times during the project. For clarity, this means the existing Men’s Sauna in the north locker room shall not be demolished or taken out of use until the new Men’s Sauna is completed and the new Men’s Locker Room and Sauna are open and available for public use. (Revision 1 – Added 8/1/2023)
SW-3 PROJECT INSTRUCTIONS
a. Public Access: The contractor is to install an indoor, safe passageway, through the construction zone to allow gym patrons and staff indoor access from the locker rooms, which are not in this contract, to the swimming pool. The safe passageway route can change periodically as the construction sequence dictates, such as possibly through the current Women’s Pool Locker Room for part of the time, then through the existing Lobby when possible. Temporary construction may be needed to support contractor’s safe passageway. Submit, for government approval, a proposal for achieving safe passageway during the entire construction period.
b. Coordination: Before starting any work, the contractor shall coordinate said work through the Contracting Officer and/or COR or their designated representative. Verbal notification shall be given to the Contracting Officer/COR or their designated representative prior to starting work. The Contractor shall take all reasonable measures necessary to minimize the disruption of the occupants during performance of contract work.
c. Off road contractor staging/work site: If the Government approved staging area, haul route or parking for the contractor is permitted to be on turf, the contractor will install fencing along the drip lines of all trees within this area. No parking, driving, storage of equipment or material will be permitted within the fenced area. If the scope of work includes work within the drip line, the contractor shall bore any required utilities below or through the root system, avoiding the largest roots near base of the tree, in lieu of trenching. If the grade is to be changed within the drip line per the SOW, tree wells or root boxes shall be constructed depending on whether the new grade is a fill or cut respectively. Upon completion of any required work within the drip line, the contractor shall loosen any compacted soil to a depth of 8 inches and restore any damaged turf in the area.
d. Normal Working Hours: The Contractor shall work on days and hours stated except as approved, in writing, by the Contracting Officer and/or COR. The Contractor shall schedule their working hours to coincide with the working hours of the military installation, 7:00am to 4:30pm, Monday through Friday, except legal holidays which include the following –
LEGAL PUBLIC HOLIDAYS
New Year’s Day 1st day of January Martin Luther King Jr.'s Birthday 3rd Monday of January Presidents’ Day 3rd Monday of February Memorial Day last Monday of May Juneteenth 19th day of June Independence Day 4th day of July Labor Day 1st Monday of September Columbus Day 2nd Monday of October Veterans Day 11th day of November Thanksgiving Day 4th Thursday of November Christmas Day 25th day of December
NOTE: Any of the above holidays falling on a Saturday will be observed on the preceding Friday. Holidays falling on a Sunday will be observed on the following Monday.
B664 Harney Gym Renovation (Revision 1) 1 August 2023
e. Sustainable Management of Waste: The contractor shall, at his/her own expense, ensure that 60% by weight of the demolition or deconstruction material or construction waste is diverted from landfill disposal. This may be accomplished through recycling, reuse of material (such as crushed concrete or asphalt), diversion (material which may be used on a future project) or waste minimization (accurate planning and ordering, proper material storage and handling, right-sizing). A consolidated report outlining the amounts of diverted and disposed waste resulting in the 60% diversion shall be provided to the Directorate of Public Works Environmental Division. The contractor shall use the DEBRIS RECOVERY STATEMENT – Post Demolition/ Construction Form located at the end of this Statement of Work. All waste reduction measures must be in full compliance of federal, state and local regulations and in full compliance with material specifications. All measures involving storage of material on the installation or future use of the material by the installation must be coordinated in advance with the Directorate of Public Works.
(1) Debris and Rubbish: The contractor shall dispose of all debris and rubbish in an off-post dump site at no additional cost to the Government per Sustainable Management of Waste defined above. The government landfill, dumpsters, or containers shall not be used for property disposal. All waste shall be disposed of in accordance with applicable Federal, State, and local laws. Wastewater from construction activities, such as onsite material processing, concrete curing, foundation and concrete clean-up, water used in concrete trucks, forms, etc. will not be allowed to enter water ways or to be discharged prior to being treated to remove pollutants. Dispose of the construction related wastewater off- Government property in accordance with all Federal, State, Regional and Local laws and regulations.
(2) Scrap and Salvageable Materials: The Contractor retains right and control of scrap and salvageable material generated from Government owned facilities unless otherwise defined by this contract. All Scrap and salvaged material retained by the contractor shall be removed from the Post daily at the Contractor’s expense. Weights shall be recorded and submitted according to the Sustainable Management of Waste defined above.
f. As-Built Drawings: Contractor is responsible to keep accurate records of the installation of all new equipment and to provide one set of as-built drawings illustrating all of the work, with changes, performed on this contract. Changes to all plans will be annotated in red ink on a set of drawings, called “Redlines” and maintained during construction and available for inspection. Drawings are to be supplied to the Contracting Officer and/or COR in the form of paper, hard copy, and (1) digital PDF format copy.
AutoCAD drawings may be required as part of the As-Built requirement: see submittal requirements.
g. Shop drawings: Contractor, or any lower tier subcontractor pursuant to a construction contract, to submit to the Government, Shop Drawings consisting of detailed drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, and similar materials furnished by the contractor to explain in detail specific portions of the work required by the contract. The Government may duplicate, use, and disclose in any manner and for any purpose shop drawings delivered under this contract.
h. Operation and Maintenance Manuals: Contractor is responsible to keep accurate records of the installation of all new equipment and to provide operation and maintenance (O&M) manuals for all equipment installed on this contract. O&M manuals are to be supplied in binders to the Contracting Officer/COR in the form of (3) paper, hard copy and (3) digital copy in PDF format upon completion for each Master Division. For example, O&M manuals shall be provided in separate binders for different items i.e. domestic plumbing items shall be in separate binders from HVAC equipment; fire alarms should be separate from access control.
i. National Park Service - The Secretary of the Interior’s Standards: This facility or construction site is a part of the National Landmark Historic District.
j. Preparation of DD Form 1354 (Transfer of Real Property): The Contractor is responsible for submitting a final DD 1354 upon completion of construction. The Government will furnish the Contractor with a DD Form 1354 checklist to use to produce a draft Form 1354. The completed checklist and prepared draft Form DD 1354 shall be submitted to the Government prior to completion of construction for review and comments. The Government shall have two (2) weeks for review of the draft to provide comments back to the Contractor. The Contractor shall make revisions, as necessary, to the DD1354 before final submission upon completion of the construction.
B664 Harney Gym Renovation (Revision 1) 1 August 2023
k. Warranty: Provide a list of the material suppliers with names and phone numbers for all warranties to the Contracting Officer/COR or their designated representative.
l. All work will conform to standards as established by current publication of the Unified Facilities Criteria
(UFC), International Building Code (IBC), International Plumbing Code (IPC), and the National Electric Code (NEC); unless otherwise noted or authorized by the COR.
m. The Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite; information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construction are in accordance with current codes; coordination of the work with that of all other trades and performing all work in a safe and satisfactory manner.
SW-4 SAFETY REQUIREMENTS
a. The Contractor shall comply with all safety measures outlined in the Occupational Safety and Health Administration (OSHA) safety standards 29 CFR 1910 and 29 CFR 1926 and the Army Corp of Engineers EM385-1-1 used for all construction on Army Installations. The Contractor will also comply with AR 385-10 and DA PAM 385-10 Chapter 4-4 a. thru g.
b. The contractor shall provide as their first submittal #01 a Site-Specific Safety Plan for each subsequent awarded Task Order (reference belowSW-5)
SW-5 SUBMITTALS
a. In accordance with UFGS-01 33 00 (August 2018) Change 4 - 02/21, Submittals include all preconstruction documentation, shop drawings, product data, samples, letters of certification, tests, plans, design data calculations, test reports, manufacturer’s instructions and other engineering information that may be required for quality control and quality assurance. Submittals will be reviewed only for general conformance with the design concept and the information given in the Construction Documents. Approval, acceptance, or corrections and comments made by the Government for a submittal does not relieve the Contractor of the responsibility for meeting the contract requirements or for any error that may exist, because under the Quality Control (QC) requirements of this contract, the Contractor is responsible for ensuring information contained within each submittal accurately conforms with the requirements of the contract documents, except with respect to variations described and approved. The Government estimates up to 10 working days to review Shop Drawings and provide approval, denial or other feedback.
b. Each submittal is to be complete and with sufficient detail to allow ready determination of compliance with contract requirements.
c. For variations, proposed by the contractor, that include design changes or some material or product substitutions, the Government may require an evaluation and analysis by a licensed professional engineer hired by the contractor. When proposing a variation, deliver a submittal, which is clearly marked as a "VARIATION" to the COR, with documentation illustrating the nature and features of the variation including any necessary technical submittals and why the variation is desirable and beneficial to Government. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.
d. Within 15 calendar days of contract award and before installation, the Contractor shall submit for approval for all Pre- Construction Submittals (SD-01) items listed. The government has 10 working days to review and return submittals once they are received. If the contractor submits an item for re-approval, the Government has 5 days to review and return once it is received. All submittals shall be approved before work requiring the materials can be used on the project. The COR may request submittals in addition to those listed below when deemed necessary to adequately describe the work covered in this contract.
e. Submittals shall be e-mailed to the Contracting Officer/COR at:
B664 Harney Gym Renovation (Revision 1) 1 August 2023 usarmy.leavenworth.acc-cc.mbx.construction@army.mil
f. Submittals shall be labeled utilizing the keyword “submittal” with the contract number, task order, building number, and submittal short description or number. Each task order will list its required submittals in the SOW or the applicable named construction specifications. Form Attached Below
(e.g. Submittal_(Contract/Task order #)_Bldg_#56_tiles)
SD-01 Pre-Construction Submittals Material Safety Data Sheet shall be provided when hazardous chemicals are used.
Construction Schedule – Schedule shall be viewable in PDF (updated weekly or as changes happen) Key Personnel Staffing Plan (SW-1e) Site Specific Safety Plan (SW-4b) Quality Control Plan (SW-6) Project Signage (SW-7) Submittal Registry / LOG for all submittals intended for project SD-02 Shop Drawings (Specify –as required) SD-03 Product Data (SW-5):
All products, materials and equipment used in the project All serial #s, Model Number, Manufacturer information of items removed and installed. (Form provided) Purchase dates and proposed delivery dates provided from manufacturer/subcontractor on their letterhead without pricing SD-04 Samples (SW-5a): (Specify –as required) SD-05 Design Data Calculations (SW-5a): (Specify –as required) SD-06 Test Reports SW-5a): (Specify – as required) SD-07 Certificates (SW 5a): (Specify – as required) SD-08 Manufacturer's Instructions (SW-5a) SD-09 Manufacturer's Field Reports: (Specify – as required)
SD-10 Operation and Maintenance Manuals (SW-3g) SD-11 Closeout Submittals Documentation:
Draft DD 1354 Form & Final DD 1354 Form (SW-3i) Warranty Information (SW-3j) Debris Recovery Statement Form (attached) (SW-3c) As-Built Drawings (SW-3d)
[LIST ALL OTHER REQUIRED SUBMITTALS HERE]
SW-6 QUALITY CONTROL
This contract has a requirement for quality control. The Contractor must maintain adequate continuous quality control over each phase of his/her operation. When the Contractor signs the contract, he/she assumes the responsibility for producing the required end product within the time stated. The contractor must establish and implement a system for controlling his/her daily operations to comply with this commitment. The Quality Control Plan shall be brought to the pre-construction conference. Contractor quality control shall include the following items:
a. The Contractor shall provide and maintain an effective Quality Control Program (QC). Review of submittals for conformance to design concept and construction documents. Sufficient inspections to ensure conformance to the Statement of Work shall be performed on a continuing basis. After the contract is awarded, and prior to starting on-site construction, the Contractor shall meet with the Contracting Officer/COR at a pre-construction conference and discuss the quality control requirements.
b. The Contractor's quality control program shall include three phases of inspection and tests as follows:
1. Preparatory Inspection prior to beginning work on-site shall include but is not limited to performing a physical examination of materials existing conditions of surroundings and equipment to assure that they conform to approved shop drawings or submittal data and that all materials and/or equipment are on hand.
B664 Harney Gym Renovation (Revision 1) 1 August 2023
2. Initial Inspection shall be performed as soon as work begins on a representative portion of the particular feature of work and shall include examination of the quality of workmanship as well as a review of control testing for compliance with contract requirements.
3. Continuing Inspection shall be performed as any particular feature of work Progresses, including control testing, until completion of that feature of the work.
c. A daily inspection report shall be submitted the first workday following the date covered by the report.
The report shall be deemed late at the end of the following workday. The Contractor shall stop work, pending satisfactory correction of any deficiency noted by the quality control staff or by the Contracting Officer/COR. Contractor shall not proceed upon any feature of work containing uncorrected work. Upon any contract discrepancy found by the Contracting Officer/COR or their designated representative.
Notations on quality control reports will not be acceptable as a substitution for other written reports by the Contractor if required under Contract Clauses. No payment estimate will be processed under this contract until the entire Quality Control Plan has been approved and until overdue daily QC reports are properly executed and furnished.
SW-7 PROJECT SIGNAGE
a. Contractor shall provide all necessary signage to notify installation personnel of construction. If during construction signage is damaged due to weather, it will be the contractor’s responsibility to replace.
b. Signage shall be 2’ x 3’. Signage size may change depending on project and proposed location. Size changes must be requested through the Contracting Officer/COR.
c. Signage shall be installed at a minimum 1 week prior to start of construction. If signage is to be placed in the ground, plan ahead for utility locates through Kansas One-Call. If possible, install signage on existing structures.
d. Exact verbiage for the signage shall be approved by the Contracting Officer/COR prior to installation. All text shall be black and at an appropriate size in proportion to the individual signs. The following are items required as a minimum to be included on the signage:
1. Basic title
2. Purpose of project
3. General time frame of project, i.e., Spring 2017
4. Use phrases such as: Pardon our dust, thanks for your patience or watch for construction equipment when appropriate to the project.
e. If relevant to the project, a picture shall be used to convey the project to the public. DPW can assist with providing an appropriate image for the signage.
SW-8 UTILITY SERVICES & LOCATES
All interruptions to electrical, water or other utilities must be coordinated with the Contracting Officer/COR. The Contractor shall notify the Contracting Office seven (7) days prior to the disruption of utility services. Unanticipated interruptions of utilities will be reported to the Contracting Officer/COR immediately.
a. The Contractor is responsible for checking with and locating all the utilities in the field before construction for the Fort Leavenworth owned utilities excluding fiber/telephone and communications. The Contractor will be provided utility drawings, as required, to aid in locating storm sewer and natural gas. Water lines and Sanitary Sewer lines are owned by American Water. Electric power distribution lines are owned by Free State Co. The utilities that are of nonconductive construction such as plastic, or Transit and have no tracer wire or other means of applying a signal are to be located from the utility maps. The utilities that are located from maps that appear to be in the vicinity of the excavation are to be hand dug for location purposes.
b. The Contractor shall contact Kansas One-Call for utility Locates for Southern Star Central Gas Pipeline, Sprint, AT&T, Time Warner Cable, American Water, and Free State.
B664 Harney Gym Renovation (Revision 1) 1 August 2023
c. Free State and American Water will be involved in all projects that are affecting exterior water, sewer, and electric. They will be allowed to inspect all work pertaining to these utilities as they are to be notified by the contractor when as work proceeds on these projects.
d. The Fort Leavenworth telephone and communication lines are responsibility of the Network Enterprise
Center (NEC) and will be located by Fort Leavenworth personnel. The Contractor shall visit the sites and mark his proposed route or limits to his excavation on a map and take this marked up map to Directorate of Public Works (DPW) Help Desk before any excavation. NEC will mark lines in the field within 10 working days, after which the Contractor shall proceed with actual excavation. If the Contractor damages any lines during excavation the Contractor shall contact DPW Inspector immediately.
e. The Fort Leavenworth Natural Gas lines are the responsibility of the Directorate of Public Works (DPW) and will be located by DPW personnel. The Contractor shall visit the sites and mark his proposed route or limits to his excavation on a map and take this marked up map to Directorate of Public Works (DPW) Help Desk before any excavation. DPW will mark lines in the field within 10 working days, after which the Contractor shall proceed with actual excavation. If the Contractor damages any marked lines during excavation, the Contractor shall contact DPW Help Desk immediately.
f. After all utility locations or existence of any utility for the site are completed, the contractor shall pick up their copy of the dig permit at the DPW Help Desk (Bldg. 304, OMD Office). The contractor will provide a copy of the summary and dig permit to the Construction Representative for his review prior to the start of any excavation as a daily report.
g. After DPW marks the Fort Leavenworth’s owned utilities, the Contractor is responsible for maintaining the marks.
-- End of Statement of Work --
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