Attachment 1 - SOW WAAR202102.docx
DOCX document 48 KB Posted
- Attached to
- Construct Base Sidewalks Federal contract opportunity
- Solicitation number
- W50S8Q-23-R-0003
- Issued by
- Department of the Army National Guard
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Questions and Answers.pdf | ||
| Amendment 0001.pdf | ||
| Attachment 2 - 10F - 178th CES Specifications.pdf | ||
| Attachment 2 - 10A - Drawing 1 - Sidewalk Detail.pdf | ||
| Attachment 3 - Material Submittals WAAR202102_BLANK.xlsx | XLSX spreadsheet | |
| Attachment 2 - 10B - Drawing 2 - New Sidewalk Location.pdf | ||
| Attachment 2 - 10D - Drawing 3 - Details 1 and 2.pdf | ||
| Attachment 4 - RFI Format.docx | DOCX document | |
| W50S8Q-23-R-0003 Construct Base Side Walks.pdf | ||
| Attachment 2 - 10E - Drawing 4 - culvert Bldg.144.pdf | ||
| Attachment 5 - DBIDs -Base Entry Request.pdf |
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Text version
DEPARTMENT OF THE AIR FORCE
178th WING
CIVIL ENGINEER SQUADRON
SPRINGFIELD, OH
STATEMENT OF WORK
0Base Construct Sidewalks
PROJECT NO.
WAAR202102
DEPARTMENT OF THE AIR FORCE
178th CIVIL ENGINEER SQUADRON
SPRINGFILED-BECKLEY AIR NATIONAL GUARD BASE
SPRINGFIELD, OH
REV: 20230127
Page | 14
1. GENERAL INFORMATION
1.1. DEFINITION OF TERMS
1.1.1. GOVERNMENT refers to the United States GOVERNMENT and the United States Air Force as represented by the United States CONTRACTING OFFICER or their designated representative, the CONTRACTING OFFICER’s REPRESENTATIVE (COR) from the 178th Civil Engineer Squadron.
1.1.2. CONTRACTOR refers to the CONTRACTOR, the SUBCONTRACTOR for the CONTRACTOR, any and all CONTRACTOR and SUBCONTRACTOR employees or personnel, the CONTRACTOR’s tools, and the CONTRACTOR’s vehicles and equipment.
1.1.3. NOTICE TO PROCEED (NTP) provides written notification that the CONTRACTOR has provided adequate design submittals and approved by the CONTRACTING OFFICER. This shall allow the CONTRACTOR to begin ordering construction materials.
1.1.4. PERIOD OF PERFORMANCE (PoP) begins with the NOTICE TO PROCEED and ends after the final acceptance of the construction.
1.2. ABBREVIATIONS / ACRONYMS
| KO: | CONTRACTING OFFICER | |
| COR: | CONTRACTING OFFICER’s REPRESENTATIVE | |
| PoP: | Period of Performance | |
| OTHERS: | Workmen under the employ of Other CONTRACTORS or the GOVERNMENT. | |
| GFE: | GOVERNMENT Furnished Equipment | |
| NTP: | Notice To Proceed provided by the CONTRACTING OFFICER | |
| SOW: | Statement of Work | |
| ECPs | Entry Control Points | |
| OSHA: | Occupational Safety and Health Administration | |
| ASTM: | American Society for Testing and Materials | |
| UFC: | Unified Facilities Criteria (Design Manual) | |
| UFGS: | Unified Facilities Guide Specificationifications | |
| QA/QC: | Quality Assurance / Quality Control | |
| EM: | Environmental Manager | |
| MSDS: | Material Safety Data Sheet | |
| VECP: | Value Engineering Contract Proposal | |
| DDC: | Direct Digital Controls | |
| HHW: | Heating Hot Water |
1.3. INSTALLATION STANDARDS
1.3.1. Repairs, replacements, new installations and re-installations shall conform to the “best practices” for building constructions, renovations and maintenance activities as Specificationified by the installation Standards referenced below. The workmanship shall meet the requirements of these Standards and as normally provided by experienced trades personnel. The CONTRACTING OFFICER or COR must approve the workmanship as provided by representative samples from the CONTRACTOR prior to installation.
1.3.2. CONTRACTOR shall follow standards for electrical installations pertaining to fire protection and personnel safety found in the current US National Electric Code (NEC).
1.3.3. CONTRACTOR shall follow standards for worker safety found in Occupational Safety and Health Administration (OSHA) requirements, EM385-1-1, National Electric Safety Code, and other similar Standards.
1.3.4. CONTRACTOR is responsible for disposal of all solid waste to include non-hazardous and hazardous waste and shall comply with all Federal, State, and Local environmental laws and regulations and coordinate with Base Environmental Management Office (EMO).
1.3.5. CONTRACTOR shall adhere to all United States Air Force Unified Facilities Criteria (UFC) and Unified Facilities Guide Specificationifications (UFGS). The US National Electric Code (NEC), Plumbing Codes, International Building Code (IBC), and the Ohio Building Code (OBC) shall be the minimum construction standard allowed; however the UFC shall take precedence should conflict arise. A smoke/fire detection system and consideration for egress shall be provided per NFPA. Ohio Air National Guard Base Fire Department at Springfield, OH, requires a Monaco Fire Alarm panel system. Exterior walls, interior bearing walls (and/or columns) and roof assembly shall meet minimum blast and ballistic mitigation criteria as set forth by UFC 4-020-02FA. Finally, all concrete design shall be in accordance with ACI 318 Code Requirements for Structural Concrete.
1.3.6. CONTRACTOR shall perform site preparation as required, in accordance with drawings and Specificationifications included within this Statement of Work (SOW). Questions pertaining to the depth and extent of the site preparation shall be directed to the CONTRACTING OFFICER’s REPRESENTATIVE (COR). Alteration of existing surfaces or facilities, not identified by the GOVERNMENT, shall not occur. CONTRACTOR shall be responsible for any damage to any surfaces, structures or facilities not identified by the GOVERNMENT for alteration and shall be repaired to the COR’s approval at the CONTRACTOR’s expense.
1.3.7. CONTRACTOR shall provide all labor, material, tools, equipment, and supervision and all other items necessary to complete the work in accordance with any portion of the SOW. CONTRACTOR shall conduct all work in a professional manner, in accordance with traditionally recognized construction practices and techniques.
1.3.8. It is the CONTRACTOR’s responsibility to field verify all conditions and measurements provided in this statement of work. CONTRACTOR assumes full monetary responsibility for any and all additional work, materials, or equipment required to complete the project that was not included in the statement of work that a reasonable site inSpecificationtion would have revealed. CONTRACTOR shall not be responsible for conditions that a reasonable site inSpecificationtion would not have revealed.
1.3.9. CONTRACTOR is encouraged to develop, prepare, and submit Value Engineering Change Proposals (VECP’s) voluntarily. The Contractor shall share in any net acquisition savings realized from accepted VECP’s, in accordance with the incentive sharing rates in paragraph (f) of 52.248-1 in the FAR. If a VECP is accepted, the Contractor shall share in net acquisition savings of between 50 - 75 percent or as negotiated by KO and as described in the FAR.
1.3.10. CONTRACTOR shall pull all required state boiler permits and arrange a State of Ohio boiler inSpecificationtion at time of completion prior to Pre-Final InSpecificationtion. The CONTRACTOR shall include any work required to obtain approval from the state boiler inSpecificationtor in the cost of this proposal.
1.3.11. The CONTRACTOR shall complete a dd1354 break-out form for the work performed on project. The form must be completed satisfactorily and in a timely manner before the contractor’s invoice is processed for payment. Any questions from the contractor regarding completion of the form should be referred to the real property manager for assistance. Real Property Manager: Jordan Deady Email: jordan.t.deady.nfg@mail.mil phone: (937) 525-2586
1.4. STANDARD PRODUCTS
1.4.1. The CONTRACTING OFFICER or COR must approve all material submittals prior to procurement. Materials substitution after submittal approvals shall not be allowed without approval by KO.
1.4.2. Materials such as sealants, adhesives, water-proofing or fire-proofing must comply with standards set forth by UL, ASTM, and IEC and listed for the Specificationific use intended.
1.4.3. In the event of conflict among the Specificationifications, Drawings and/or Technical Instructions, the CONTRACTOR shall bring such conflict to the attention of the CONTRACTING OFFICER or COR for resolution before proceeding with the work involved.
1.4.4. Documentation shall be provided for each submittal. As a minimum, the documentation shall include a catalog sheet of the Specificationific product and the product technical information. When required, a sample of the product/equipment or material must accompany the submission.
1.4.5. MSDS (Material Safety Data Sheet) shall be submitted for all chemical materials to be used for this SOW. Upon approval from the COR the CONTRACTOR shall store materials in accordance with Occupational Safety and Health Administration (OSHA) requirements.
1.5. SUBMITTALS
1.5.1. Material submittals are required unless approval from the COR or CONTRACTING OFFICER has been granted otherwise. All Material Submittals, Design Drawings and Specificationifications are to be submitted to the CONTRACTING OFFICER with an Air Force Form 3000 (attached) for approval. Submittals, Drawings and Specificationifications shall be reviewed by the KO and approved prior to installing the approved material.
1.5.2. CONTRACTOR shall provide a detailed Project Schedule identifying milestone dates to COR prior to issuance of NTP. A detailed Design and Construction Schedule in a CPM – Gantt style format shall be submitted for approval using Air Force Form 3064 (attached). If a change in the schedule is required, the CONTRACTOR shall resubmit the Progress Schedule for approval in both electronic and hard copy formats to the COR.
1.5.3. CONTRACTOR shall provide Progress Reports submitted weekly to the COR using Air Force Form 3065 (attached). Progress Reports shall track the CONTRACTOR’s progress in relation to the approved Progress Schedule as well as assist in computing partial payments.
1.5.4. CONTRACTOR shall provide a list of names of all contracted personnel performing work on-base to COR using the Base Pass Information Required for Contractors template (attached) prior to issuance of NTP. List shall be submitted digitally in Word Format via email attachment or CD to COR.
1.5.5. CONTRACTOR shall provide a list of all chemical materials to be used on the project to the EM using Transient Organization Hazardous Material Inventory (attached) 30 days prior to use.
1.5.6. CONTRACTOR shall provide Material Safety Data Sheet (MSDS) with the Transient Organization Hazardous Material Inventory to COR 30 days prior to beginning construction. At the completion of the project, all unused hazardous materials must be removed from the installation by the CONTRACTOR. CONTRACTOR shall submit the total amount of materials used for the project to COR using the Transient Organization Hazardous Material Inventory Form.
1.5.7. CONTRACTOR shall track and report to COR the volume of solid waste (C & D) disposal and recycling costs incurred or fund received, disposal sites, and weigh tickets, using Post-Project Waste Diversion Report (attached) within 30 days from project completion-minimum 50% diversion.
1.5.8. CONTRACTOR shall abide by the Federal acquisition program for Green Procurement as outlined in USEPA Comprehensive Procurement Guideline website. CONTRACTOR shall provide a list of all recovered materials to the COR using Recovered Materials Determination Form & Recovered Materials Procurement Determination (attached) with the material submittals as outlined in 1.4.1.
1.6. PERMITS / CERTIFICATION
1.6.1. CONTRACTOR is responsible for obtaining all required base passes, dig permits, utility locates and all other permits required to complete the work described in this SOW.
1.6.2. CONTRACTOR must submit and obtain an approved dig permit from Ohio Utilities Protection Service (OUPS) prior to start of any site work. Permits request must be made 48 hours in advance by calling OUPS office at 1-800-362-2764. If damage or injury occurs from digging without a dig permit the CONTRACTOR shall be responsible for all repairs at no additional cost to the government. The CONTRACTOR shall keep a copy of approved dig permit on site at all times.
1.6.3. If total disturbed surface area of the project is greater than 1 acre CONTRACTOR must submit a Storm Water Pollution Prevention Plan (SWPPP) for approved by Clark County Engineer (30 day review process). CONTRACTOR shall then submit a Notice of Intent (NOI) to the Ohio Environmental Protection Agency (OEPA) 21 days prior to start of construction and receive the Director’s Authorization before construction begins. CONTRACTOR shall provide a copy of the NOI, Director’s Authorization, SWPPP, and SWPPP inSpecificationtions to Environmental Management Office (EMO).
1.6.4. The CONTRACTOR shall obtain an Air Quality (EPA) permit from the Regional Air Pollution Control Agency (RAPCA) for Dayton, OH as required.
1.6.5. The CONTRACTOR shall employ and provide a licensed electrician prior to the start of any electrical work knowledgeable of the work and conforming to the requirements of the National Electrical Code (NEC). The licensed electrician must provide a current valid certification prior to the start of any electrical work.
1.7. QUALITY ASSURANCE / QUALITY CONTROL
1.7.1. The CONTRACTOR shall supply appropriate supervision and QA/QC for each task of the project to ensure the workmanship and product reflect the SOW and drawings. This project is commercial grade and only commercial type equipment and fixtures shall be accepted. The KO or COR may periodically perform QA checks as deemed necessary at any time during the PoP. These checks do not relieve the CONTRACTOR of the obligations under this section to provide a complete and working product.
1.8. PERSONNEL
1.8.1. CONTRACTOR shall identify a full time Superintendent who shall be responsible for all onsite activities. CONTRACTOR shall submit name(s) of Superintendent to COR prior to issuance of NTP. The Superintendent shall have the authority to make in the field decisions (to be approved by COR), which may arise in day-to-day operations without delay that does not affect cost or scope of project.
1.8.2. CONTRACTOR is required to report this contract in the Contract Manpower Reporting Application.
1.8.3. The GOVERNMENT is not liable for any injury incurred by CONTRACTOR, CONTRACTOR personnel or other persons while they are on site. CONTRACTOR shall take full responsibility for the safety of all personnel within the project site.
1.8.4. The CONTRACTOR shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the COR. The CONTRACTOR shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services, or local Security Office. The CONTRACTOR shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF, and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.
1.8.5. CONTRACTOR and all associated sub-contractor employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 31-101 and AFI 10-245), applicable installation, facility and area commander installation /facility access and local security policies and procedures (provided by government representative).
1.8.6. All contractor employees, to include subcontractor employees, requiring access to Government Installations, Facilities, and Controlled Access areas shall complete AT Level I awareness training within 30 calendar days after contract start date. Certificates of completion for each affected contractor employee and subcontractor employee will be maintained by the COR or Antiterrorism Representative. AT Level I Awareness Training is available at the following website: http://jko.jten.mil.
1.8.7. Violations of these policies may result in termination of the contract. Compliance with security requirements shall not be a basis for failing to complete work in the required period of performance.
1.8.8. CONTRACTOR shall recover base passes upon job completion and return to Government within five (5) days of Final InSpecificationtion.
1.9. ENVIROMENTAL AND SAFETY
1.9.1. CONTRACTOR is responsible for all costs incurred for clean-up, sampling analyses, and disposal of spill debris as a result of Contractor’s actions. CONTRACTOR shall report all spills to EMO. If appropriate, cost incurred for clean-up by the 178th FW for CONTRACTOR’S actions will be reimbursed to the 178th FE from CONTRACTOR.
1.9.2. CONTRACTOR shall ensure that all personnel receive Environmental Management System (EMS) Awareness training and a copy of the Base Environmental Policy. A copy of the training can be obtained from the 178th Base EMO.
1.9.3. CONTRACTOR shall abide by the Asbestos Notification Requirements as outlined on the OH EPA website. This includes notification of the OH EPA upon the disturbance of more than 260 LF of piping, 160 SF on other facility components, or 35 CF of contaminated material.
1.9.4. CONTRACTOR shall abide by the OH EPA Green Procurement Program as outlined on the USEPA website.
1.9.5. CONTRACTOR shall stop work and contact the 178th Base Environmental Management Office upon unearthing any historical or cultural artifacts during construction.
1.9.6. CONTRACTOR shall obtain all required permits and adhere to and abide by environmental requirements as stipulated by 178th Base EMO. This shall include but is not limited to the following forms:
1. Transient Organization Hazardous Material Inventory
2. Post-Project Waste Diversion Report
3. Recovered Materials Procurement Determination Form
4. Recovered Materials Determination Form
1.9.7. CONTRACTOR shall perform a jobsite cleanup each day and remove all debris and refuse from the site, to the satisfaction of the COR. Unoccupied areas to be broom swept daily. Occupied areas shall be kept free of dust and debris at all times.
1.9.8. CONTRACTOR shall ensure that employees are supplied and use proper safety equipment (i.e. gloves, safety boots) described in OSHA, EM 385 & EM 304 and follow safe work procedures, which protect CONTRACTOR employees and personnel in the vicinity of the job site in accordance with all current OSHA requirements. CONTRACTOR shall assume any liability for any injury incurred by CONTRACTOR personnel while working on site.
1.9.9. CONTRACTOR shall maintain awareness to all NATIONAL DISASTER RESPONSES including Lightning Watch / Lightning Warning / Hazmat Release / Severe Thunder Storm / Tornado Watch / Tornado Warning and shall:
1. Follow all Giant Voice Announcements as directed
2. Discontinue outside / inside work and seek shelter in designated shelter or building as directed
3. Follow directions from Shelter Manager or Senior Military Official
1.9.10. In case of base emergency, CONTRACTOR shall dial 911 then alert Base Security (BDOC) at 937-327-2221.
2. CONTRACT REQUIREMENTS
2.1. GENERAL WORK DESCRIPTION
2.1.1. This project will consist of the design and installation of a concrete sidewalk and a culvert. The new sidewalk will be installed from building 118 and end at building 156. The curvert at building 144, will be placed in drainage ditch so we can fill a 20’ section in order to allow people to cross through fence open at the rental area.
2.1.2. CONTRACTOR is responsible for providing all accessories, parts, labor and equipment to make this a complete and usable system. CONTRACTOR is responsible for verifying all dimensions and quantities in the field.
Project Intent:
Install new concrete sidewalks at the above locations. The new sidewalks with prevent foot traffic in grassy and muddy areas and provide easier access to buildings around base.
2.1.3. CONTRACTOR shall be responsible for any damages that they cause to the buildings, surrounding sidewalks, curbs, and Asphalt outside the scope of work.
2.1.4. CONTRACTOR shall be responsible for cleaning up daily at work sites, which includes sweeping the road for dirt and debris.
2.2. GOVERNMENT FURNISHED EQUIPMENT / PROPERTY
2.2.1. The GOVERNMENT shall provide basic/minimal documents describing the work required in this SOW. Drawings provided are to clearly identify known issues needing addressed. The CONTRACTOR shall be responsible to assess the job.
2.2.2. The GOVERNMENT shall provide the CONTRACTOR access to the site to include all areas of work described in this SOW.
2.2.3. The GOVERNMENT shall provide supply dirt for fill for Bldg. 144.
2.3. PERIOD OF PERFORMANCE
2.3.1. CONTRACTOR shall have a maximum of 60 calendar days from the initial Notice to Proceed (NTP) to complete the project including any design and construction. Any changes or extensions to this time period need prior approval from the CONTRACTING OFFICER.
2.3.2. CONTRACTOR shall have access to the site from 7:00 am - 4:30 pm Monday - Friday. CONTRACTOR will not have access to the site on Weekends and Government Holidays unless approved by COR prior.
2.4. COMPLETION
2.4.1. The COR shall certify performance and final completion of this contract.
2.4.2. The CONTRACTOR shall restore any disturbed areas at the direction of the KO and the COR to include grading and reseeding to prior site condition.
2.4.3. The CONTRACTOR shall schedule a Pre-Final InSpecificationtion with KO and COR 10 days prior to end of Period of performance. Any Punch List items will be identified and recorded at this time.
2.4.4. CONTRACTOR shall schedule a Final InSpecificationtion with KO and COR upon completion of Punch List and within 10 days of the Pre-Final InSpecificationtion. This inSpecificationtion will confirm that all Punch List items have been corrected. Upon completion of the Final InSpecificationtion the GOVERNMENT shall take over ownership of the project.
2.5. REQUIRED WARRANTIES
2.5.1. The CONTRACTOR shall provide a 1-year warranty on all material, labor, installed equipment, and work performed in this SOW in addition to any manufacturer’s warranties.
3. DETAILED DESCRIPTION OF WORK
3.1. Construction and Safety practice
3.1.1. The CONTRACTOR will be required to photograph/document the existing site conditions prior to beginning work for record.
3.1.2. CONTRACTOR shall ensure that safe construction practices are used in accordance with current OSHA standards, EPA (RAPCA) requirements and base requirements. The Contractor shall submit a site safety plan prior to start of project. The Contractor shall maintain a clean job site at all times with daily clean-up.
3.1.3. CONTRACTOR shall field verify all measurements prior to execution.
3.1.4. CONTRACTOR shall provide all labor, material, and equipment to complete job as indicated in this Statement of work and Drawings.
3.1.5. The drawings that are referenced in the SOW should be considered the minimum standard for the basis of design and bidding purposes. The quantity take offs included in the SOW have been included for convenience and should be field verified prior to bidding.
3.2. Installation of sidewalk from Bldg. 156 to Bldg. 118
3.2.1. CONTRACTOR shall provide all labor, material, and equipment to complete job.
3.2.2. CONTRACTOR should install new sidewalk From Building 118 to Building 156 approximately 304’ in total length crossing Springfield Airport Road (see sidewalk Drawing # 2)
3.2.3. CONTRACTOR shall use fixed-form construction method that uses wooden or metal forms that extend the full depth of the concrete and that do not spring under the concrete pressure.
3.2.4. CONTRACTOR shall make sure that the subgrade is compacted and uniformed properly. (See 178th CES Specification section: 2205, 2215, and 2220.)
3.2.5. CONTRACTOR shall install a subbase or leveling course at least 4” thick with aggregate to insure proper support and drainage. (Also see 178th CES Specification section: 2220.)
3.2.6. CONTRACTOR shall install Base Course per 178th CES Specification section: 2236.
3.2.7. CONTRACTOR shall install the concrete to comply with the minimum standard set forth by 178th CES Specification sections: 2521, 3301.
3.2.8. CONTRACTOR shall comply with the minimum standards set forth by 178th CES Specification section: 2521 when needing to tie sidewalk to curbing or if there is any need for curbing or gutter repair.
3.2.9. CONTRACTOR shall comply with the minimum standards set forth by 178th CES Specification section: 2511 when needing to tie sidewalk to exiting asphalt pavement.
3.2.10. CONTRACTOR shall see Drawing #1 when installing new brushed / broom finish to sidewalks.
3.2.11. CONTRACTOR shall install ADA compliant sidewalk ramp where required by law and drawings.
3.2.12. CONTRACTOR shall be required to install detectable warning surfaces wherever the sidewalk ramps down or meet the road. (See Drawing # 3 Detail 1and 2.)
3.2.13. CONTRACTOR will be required to provide all compaction and concrete testing to the Government.
3.2.14. CONTRACTOR will be required to properly seal the concrete with a slip resistant seal.
3.2.15. CONTRACTOR will need to temporarily protect the existing building finishes during construction when they will be close to building demoing out old sidewalk and installing new concrete.
3.2.16. CONTRACTOR shall make sure that the concrete meets a minimum width of 5’ and a minimum thickness of 6”and a minimum strength of 4,000 psi.
3.2.17. CONTRACTOR shall install or repair culvert for water flow on north and south side of Springfield Airport road where the sidewalk will intersect.
3.2.18. CONTRACTOR shall finish sidewalks with a new brushed / broom finish.
3.2.19. CONTRACTOR shall be responsible to return all disturbed areas back to original condition before completion of job, to include grading, seeding and any other applicable items.
3.3. Drainage and fill at Bldg.144
3.3.1. CONTRACTOR shall provide all labor, material, and equipment to complete job.
3.3.2. CONTRACTOR shall install 12 in. x 20 ft. Polyethylene ASTM N12 Dual Wall Pipe in water way behind 144 near vehicle parking
3.3.2.1. See Drawing #4 for culvert location.
3.3.3. CONTRACTOR shall make sure pipe has positive flow.
3.3.4. CONTRACTOR shall back fill over pipe with 200 cubic feet of dirt and compact in 12” lifts.
3.3.5. The Government shall supply dirt for fill.
3.3.6. CONTRACTOR shall spread grass seed and straw in backfill area and any areas disturbed by the construction process.
3.4. Warranty Requirements
3.4.1. The CONTRACTOR shall Supply the GOVERNMENT with a 1 year workmanship warranty from the date of completion
4. BID STRUCTURE
Item
| Number | Description | Quantity | Unit | Amount | |
| 0001 | 118 and 156 Sidewalks | 1 | Lump Sum $_______ |
& Bldg. 144 culvert
5. CONTACT INFORMATION
5.1. POINTS OF CONTACT
5.1.1. Technical Inspector: Nick Owens – (937) 525-2589
5.1.2. Technical Inspector: Shane Ober – (937) 327-2163
5.1.3. COR: Michael Howard -- (937) 327-2277
5.1.4. KO: MSgt James R. Andrews -- (937) 327-2379
5.1.5. EM: Mr. Dylan Bunch -- (937) 901-4846
5.1.6. Dig Permit: OUPS Reporting -- 1-800-362-2764
6. ATTATCHMENTS
6.1. DRAWING#1 – Sidewalk Detail
6.2. DRAWING#2 -- New Sidewalk Location
6.3. DRAWING#3 – Details 1-2
6.4. DRAWING#4 – Culvert Bldg. 144
6.5. 178th Specification PDF
6.6. AF FORM 3000
6.7. AF FORM 3064
6.8. AF FORM 3065
6.9. Base Pass Information Required for Contractors
6.10. Transient Organization Hazardous Material Inventory
6.11. Construction & Demolition Debris Waste Diversion Worksheet
6.12. Recovered Materials Determination Form
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