W91QVN20F0115 - Repair ECMs in AHA Area No. 25 Camp Casey.pdf
PDF 413 KB Posted
- Attached to
- Repair Earth Covered Magazines (ECMs) in Ammunition Holding Area (AHA) No. 25 Camp Casey
- Solicitation number
- W91QVN-20-R-0115
View the file
Other files
| File | Type | Posted |
|---|---|---|
| A2 Drawing files - Elec.pdf | ||
| A2 Drawing files - Mech.pdf | ||
| A2 Drawing files - Civil.pdf | ||
| A2 Drawings - Arch.pdf | ||
| A2 Drawing files - Title.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
0011496727
Projecct Number 190901 Repair Earth Covered Magazines (ECMs) in Ammunition Holding Area (AHA) No. 25 Camp Casey, Area I, Korea
Non-Work Plan FY 20 O&M Funding A. "THIS IS A NON-WORK PLAN TASK ORDER RFP TO MATOC CONTRACTORS ONLY" Contract Numbers: W91QVN-18-D-0021; 0022; 0023;
0025; 0026; 0027; 0028; 0030; 0031; 0042; 0044; 0045; 0046; 0050; 0051.
b. Site Visit: Offerors w ho intend to propose on this solicitation are strongly encouraged to attend site visit. See site visit clause FAR 52.236-27 in Section L.
c. If the contractor is unable to submit the proposal in response to this RFP, the contractor shall submit the "No-Offer Letter" by date and time specif ied in the solicitation.
MRS. KING, JAINI M. 315-755-3351
NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".
10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS
NEGOTIATED
28-May-2020
(RFP)
(IFB)
X
CALL:
Repair Earth Covered Magazines (ECMs) in Ammunition Holding Area (AHA) No. 25 Camp Casey
B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)
See Item 7
2. TYPE OF SOLICITATION
SEALED BID
3. DATE ISSUED
9. FOR INFORMATION A. NAME
SOLICITATION
NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)
Prescribed by GSA
FAR (48 CFR) 53.236-1(e)
11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________180 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________ Section F
12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?
(If "YES," indicate within how many calendar days after award in Item 12B.)
YES X NO
13. ADDITIONAL SOLICITATION REQUIREMENTS:
A. Sealed offers in original and __________ copies to perform the w ork required are due at the place specified in Item 8 by ___________ local time ______________15 Jun 2020 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.
shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.
B. An offer guarantee is, is not required.
C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.
D. Offers providing less than _______120 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.
SOLICITATION, OFFER,
AND AWARD
(Construction, Alteration, or Repair)
1. SOLICITATION NO.
IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.
4. CONTRACT NO.
7. ISSUED BY CODE
411TH CONTRACTING SUPPORT BRIGADE, KOREA
CONSTRUCTION & SUPPLY DIV, UNIT #15289
APO AP 96271
W91QVN
PAGE OF PAGES
1 OF
CODE
(Title, identifying no., date):
12B. CALENDAR DAYS
12:00 PM (hour)
Sealed envelopes containing offers
5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.
190901
8. ADDRESS OFFER TO (If Other Than Item 7)
FAX:TEL: TEL: FAX:
W91QVN20R0115 33
20B. SIGNATURE
(REV. 4-85)STANDARD FORM 1442 BACK
TO SIGN
NSN 7540-01-155-3212
SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)
CODE FACILITY CODE
17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.
the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)
AMOUNTS SEE SCHEDULE OF PRICES
18. The offeror agrees to furnish any required performance and payment bonds.
19. ACKNOWLEDGMENT OF AMENDMENTS
(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)
AMENDMENT NO.
DATE
20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN
OFFER (Type or print)
AWARD (To be completed by Government)
21. ITEMS ACCEPTED:
22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA
24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM
(4 copies unless otherwise specified)
CODE
(Insert any number equal to or greater than
20C. OFFER DATE
25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO
10 U.S.C. 2304(c) 41 U.S.C. 253(c)
CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY
(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)
See Item 14
(Include only if different than Item 14)16. REMITTANCE ADDRESS
30B. SIGNATURE
29. AWARD (Contractor is not required to sign this document.)
document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .
gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.
30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)
30C. DATE
(Type or print)
TEL: EMAIL:
31B. UNITED STATES OF AMERICA 31C. AWARD DATE
BY
CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE
(Contractor is required to sign this28. NEGOTIATED AGREEMENT
(M ust be fully completed by offeror)OFFER
W91QVN20R0115
Section B - Supplies or Services and Prices
ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
0001 1 Job Repair ECMs in AHA #25
FFP
K Work. Repair Earth covered magazines (ECMs) in Ammunition Holding Area (AHA) No 25 Camp Casey. The work shall be in accordance with the attached specifications.
FOB: Destination
PURCHASE REQUEST NUMBER: 0011496727
PROJECT: 190901
PSC CD: Z2GA
NET AMT
ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
0002 Lot War Hazard
FFP
Extimated Cost for War hazard losses is Zero(0).
FOB: Destination
PROJECT: 190901
PSC CD: Z2GA
NET AMT
Section C - Descriptions and Specifications
SPECIFICATIONS
DEPARTMENT OF THE ARMY
US ARMY INSTALLATION MANAGEMENT COMMAND
HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN-CASEY
UNIT #15543
APO AP 96224-5543
IMYN-C-PWF 7 May 2020
STATEMENT OF WORK & SPECIAL CONDITIONS
FOR
PROJECT NO.: 190901
Repair Earth Covered Magazines (ECMs) in Ammunition Holding Area (AHA) No. 25
Camp Casey, Korea
STATEMENT OF WORK
PROJECT NO TITLE LOCATION
190901 Repair ECMs in AHA No. 25 Camp Casey
1. DESCRIPTION: The work to be performed to repair ECMs in AHA No. 25 is described below and executed by one or more of the groups.
1.1. Work by Contractor: The contractor shall provide all labor, tools, equipment, supplies and any other resources necessary to accomplish the scope of work contained herein as indicated in the drawings and in accordance with the specifications.
1.2. Work by In-House Labor: Not applicable to this project.
1.3. Work by Troop Labor: Not applicable to this project.
2. PRINCIPAL FEATURES: This project includes the following principal features:
2.1. Schedule #I, Repair (K): All work shall be in accordance with the attached drawings and specifications.
2.1.1. Civil Work
2.1.1.1. Extend Portland Cement Concrete (PCC) pavement.
2.1.1.2. Add chain link fence 1.0m out of existing chain link fence.
2.1.1.3. Raise up existing surface inlet.
2.1.1.4. Remove dead trees and plant cherry blossom tree.
2.1.1.5. Repair stone ditch with 0.7m width Precast Concrete (PC) ditch and fill with concrete between stone ditch and PC ditch.
2.1.1.6. Cover with 0.3m thickness gabion mattress between bunker wall and existing chain link fence.
2.1.1.7. Extend retaining wall with soil reinforced retaining wall (average 2.5m height) and fill earth.
2.1.1.8. Dredge stream bed and cover with 150mm thickness concrete with No. 6 - 150mm x 150mm Welded Wire Fabric (WWF) and 200mm thickness base course.
2.1.1.9. Replace vehicle guard rail including delineator.
TP I-1
2.1.1.10. Cover with 100mm thickness concrete with No. 6 - 150mm x 150mm WWF without base course around chain link fence.
2.1.1.11. Cover with 150mm thickness concrete with No. 6 - 150mm x 150mm WWF and 200mm thickness base course between PCC road and existing chain link fence.
2.1.2. Building No. 249 and 250, Camp Casey
2.1.2.1. Architectural Work
2.1.2.1.1. Replace existing blast door with new including new hardware set as shown on ground plan, pictures and door notes.
2.1.2.1.2. Replace exterior signage and intrusion detection system signages (Both English and Korean) with new as shown on picture and detail.
2.1.2.1.3. Paint existing remained metal surfaces including sanding and primer as shown on picture.
2.1.2.1.4. Replace existing Fire Extinguisher Bracket (FEB) with new as shown on ground floor plan and detail drawing.
2.1.2.2. Electrical Work
2.1.2.2.1. Replace existing lighting fixtures, exterior light, toggle switches, and mounting accessories with new.
2.1.2.2.2. Replace existing receptacles including cover with new.
2.1.2.2.3. Replace existing telephone outlets with new.
2.1.2.2.4. Provide lightning protection system report including grounding test, analysis for existing lightning protection system.
2.1.3. Building No. 251 and 252, Camp Casey
2.1.3.1. Architectural Work
2.1.3.1.1. Replace existing blast door with new including trolley assembly, roller guide assembly, weather strip, drive chain, emergency door release chain guide and holder, manual chain with chain operator, door handle and new hardware sets as shown on ground floor plan, pictures and ECM door notes.
2.1.3.1.2. Replace exterior signage and intrusion detection system signages (Both English and Korean) with new as shown on picture and detail.
2.1.3.1.3. Paint existing remained metal surfaces including sanding and primer as shown on picture.
2.1.3.1.4. Replace existing FEB with new as shown on ground floor plan and detail drawing.
2.1.3.1.5. Replace existing protected metal canopy roofing and siding panel with new including accessories and paint existing steel structures of canopy including sanding and primer as shown on picture.
TP I-2
2.1.3.2. Mechanical Work
2.1.3.2.1. Replace existing packaged dehumidifier (2 sets), angle iron support associated ductwork
2.1.3.2.2. Replace existing blast valves.
2.1.3.2.3. Replace existing humidity sensor and humidity level alarm.
2.1.3.3. Electrical Work
2.1.3.3.1. Replace existing lighting fixtures, exterior light, toggle switches, and mounting accessories
2.1.3.3.2. Replace existing receptacles including cover with new.
2.1.3.3.3. Replace existing telephone outlets with new.
2.1.3.3.4. Connect power to dehumidifiers with new exterior power line and a new circuit breaker in main distribution panel, safety switches, and a new panelboard.
2.1.3.3.5. Provide lightning protection system report including grounding test, analysis for existing
2.1.4. Building No. 253, 254, and 255, Camp Casey
2.1.4.1. Architectural Work
2.1.4.1.1. Replace existing blast door with new including trolley assembly, roller guide assembly, weather strip, drive chain, emergency door release chain guide and holder, manual chain with chain operator, door handle and new hardware sets as shown on ground floor plan, pictures and ECM door notes.
2.1.4.1.2. Replace exterior signage and intrusion detection system signages (Both English and Korean) with new as shown on picture and detail.
2.1.4.1.3. Paint existing remained metal surfaces including sanding and primer as shown on picture.
2.1.4.1.4. Replace existing FEB with new as shown on ground floor plan and detail drawing.
2.1.4.1.5. Replace existing protected metal canopy roofing and siding panel with new including accessories and paint existing steel structures of canopy including sanding and primer as shown on picture.
2.1.4.2. Mechanical Work
2.1.4.2.1. Replace existing packaged dehumidifier (3 sets), angle iron support associated ductwork
2.1.4.2.2. Replace existing blast valves.
2.1.4.2.3. Replace existing humidity sensor and humidity level alarm.
TP I-3
2.1.4.3. Electrical Work
2.1.4.3.1. Replace existing lighting fixtures, exterior light, toggle switches and mounting accessories
2.1.4.3.2. Replace existing receptacles including cover with new.
2.1.4.3.3. Replace existing telephone outlets with new.
2.1.4.3.4. Connect power to dehumidifiers for with new exterior power line and safety switches, electric manhole.
2.1.4.3.5. Provide lightning protection system report including grounding test, analysis for existing
2.1.5. Building No. 256 and 257, Camp Casey
2.1.5.1. Architectural Work
2.1.5.1.1. Replace existing blast door with new including trolley assembly, roller guide assembly, weather strip, drive chain with assembly, door bumper rubber pad, motor, push button station, manual chain with assembly and new hardware sets as shown on ground floor plan, detail drawings, pictures and ECM door notes.
2.1.5.1.2. Replace exterior signage and intrusion detection system signages (Both English and Korean) with new as shown on picture and detail.
2.1.5.1.3. Paint existing remained metal surfaces including sanding and primer as shown on detail drawings and pictures.
2.1.5.1.4. Replace existing FEB with new as shown on ground floor plan and detail drawing.
2.1.5.1.5. Replace existing protected metal canopy roofing and siding panel with new including accessories and paint remained existing steel structures of canopy including sanding and primer as shown on picture.
2.1.5.1.6. Replace existing trench covers with new as shown on ground floor plan and detail drawing.
2.1.5.2. Mechanical Work
2.1.5.2.1. Replace existing packaged dehumidifier (2 sets), concrete pads associated ductwork.
2.1.5.2.2. Replace existing blast valves.
2.1.5.2.3. Replace existing humidity sensor and humidity level alarm.
2.1.5.2.4. 4. Replace existing fabric ducts with accessories.
2.1.5.3. Electrical Work
2.1.5.3.1. Replace existing lighting fixtures, exterior light, toggle switches and mounting accessories
2.1.5.3.2. Replace existing receptacles including cover with new.
2.1.5.3.3. Replace existing telephone outlets with new.
TP I-4
2.1.5.3.4. Connect power to dehumidifiers for with new interior and exterior power line and a new enclosed circuit breaker.
2.1.5.3.5. Re-connect power and control system for new blast doors.
2.1.5.3.6. Provide lightning protection system report including grounding test, analysis for existing
2.1.6. Building No. 258 and 259, Camp Casey
2.1.6.1. Architectural Work
2.1.6.1.1. Apply epoxy paint with non-slip grits on existing concrete slab as shown on floor plan, sections, and interior finish schedule.
2.1.6.1.2. Paint all interior surfaces including ceiling, wall, and guard post as shown on floor plan, interior finish schedule and section.
2.1.6.1.3. Replace exterior signages with new as shown on floor plan, elevations, and signage schedule.
2.1.6.1.4. Replace existing doors and door frames with new including hardware sets as shown on floor plan and door schedule.
2.1.6.1.5. Replace existing steel louvers with new as shown on floor plan, section, pictures, and door and window schedule.
2.1.6.1.6. Paint all exterior surface as shown on floor plan and pictures.
2.1.6.1.7. Replace existing fire extinguisher cabinets with new as shown on floor plan and details.
2.1.6.1.8. Apply acrylic fluid-applied waterproof coating on existing roof as shown on floor plan and section including repair minor damages of roof prior to finish.
2.1.6.1.9. Replace existing rain gutters and downspouts with new including concrete splash blocks as shown on floor plan, elevations, and detail drawings.
2.1.6.2. Electrical Work
2.1.6.2.1. Replace existing lighting fixtures, exterior light, toggle switches with new.
2.1.7. Building No. 262 and 263, Camp Casey
2.1.7.1. Architectural Work
2.1.7.1.1. Apply epoxy paint with non-slip grits on existing concrete slab as shown on floor plan, sections and interior finish schedule.
2.1.7.1.2. Replace existing ceiling with new gypsum wall board including ceiling suspension system as shown on floor plan and finish schedule.
2.1.7.1.3. Replace exterior signages with new as shown on floor plan, elevations, and signage schedule.
2.1.7.1.4. Replace existing doors and door frames with new including hardware sets as shown on floor plan and door schedule.
TP I-5
2.1.7.1.5. Paint all interior surfaces including ceiling and wall as shown on floor plan, interior finish schedule and section.
2.1.7.1.6. Replace existing windows including insect screen with new aluminum thermal breaker type blast windows including 8.75mm thickness clear laminated glass + 12mm thickness air space + 6mm thickness tinted low-e tempered glass (Solar Heat Gain Coefficient (SHGC): Max 0.4) as shown on floor plan and window schedule.
2.1.7.1.7. Replace existing window horizontal mini blinds with news, fireproof type.
2.1.7.1.8. Apply acrylic fluid-applied waterproof coating on existing roof as shown on floor plan and elevations including repair minor damages of roof prior to finish.
2.1.7.1.9. Replace existing rain gutters and downspouts with new including concrete splash blocks as shown on floor plan, elevations, and detail drawings.
2.1.7.1.10. Replace existing concrete stoop with new as shown on floor plan, section, and pictures.
2.1.7.1.11. Replace existing FEB with new as shown on floor plan and detail drawing.
2.1.7.1.12. Remove and re-install existing window security bars with painting as shown on floor plan and pictures.
2.1.7.1.13. Paint all existing exterior exposed Exterior Insulation and Finish System (EIFS) and metal surfaces as shown on floor plan and elevations.
2.1.7.1.14. Block up existing Air Conditioning Unit (ACU) opening with rebar, Concrete Masonry Unit (CMU), and EIFS as shown on floor plan.
2.1.7.2. Mechanical Work
2.1.7.2.1. Replace existing window type air con with heat pump system (2 sets), concrete pad and associated piping.
2.1.7.3. Electrical Work
2.1.7.3.1. Replace existing lighting fixtures, toggle switches with new.
2.1.7.3.2. Replace existing receptacles including cover with new.
2.1.7.3.3. Replace existing telephone outlets with new.
2.1.7.3.4. Replace power line for heat pump unit with new safety switch and associated power line.
2.2. Schedule #II, New Construction (L): All work shall be in accordance with the attached drawings and specifications.
None
SPECIAL CONDITIONS
TP II-3
TECHNICAL PROVISIONS - III
1. Material Approval Submittal:
(1) The contractor shall submit a shop drawing submittal schedule and the material approval request with all supporting documents to the COR within 14 days after receipt of NTP.
(2) Attached list of materials in Appendix “B” shall be included in the shop drawing submittal schedule and material approval request.
2. Environmental Requirements in Contract
The Contractor shall perform work consistent with the relevant policy and objectives identified in Installation’s Environmental Management System (EMS). The Contractor shall perform work in a manner that conforms to all appropriate Environmental Management Programs and Operational Controls identified by Installation’s EMS, including pollution prevention, waste reduction, energy use, and natural resource protection. The Contractor shall provide monitoring and measurement information as necessary for the organization to address environmental performance relative to the environmental, energy, and transportation management goals. In addition, the Contractor shall advise their employees of their roles and responsibilities identified by the EMS and how these requirements affect their work performed under this contract. The Contractor is responsible for ensuring that the Contractor and any persons involved in the supervision or performance of the contract complete all required Environmental training.
In the event of any environmental nonconformance or noncompliance associated with the contracted services, the contractor shall take corrective and/or preventative actions. In the event of any noncompliance with any federal, state, or local environmental law, regulation or requirement, the Contractor shall immediately respond by taking all appropriate corrective actions and notifying the Contracting Officer’s Representative (COR) and the Environmental Office. For any nonconformance with the EMS, the Contractor shall take corrective action and initiate further preventative action, as required by the Environmental Office.
All on-site contractor personnel shall complete necessary safety and environmental training specified for the type of work conducted on-site. Upon contract award, the COR will notify the EMS Manager to arrange Environmental training for appropriate staff.
Additionally, when ordering supplies for use on Installation, all contractor personnel must favor energy-efficient, recycled or reclaimed material whenever practicable.
TP III-1
The responsibilities of all contractor personnel include:
(1) Comply with all applicable environmental laws, regulations and installation environmental policies.
(2) Control and prevent spills or hazardous substances releases IAW installation Spill Prevention
Plan.
(3) Ensure dust, debris, materials, trash, etc., do not become air borne and travel off the project site.
(4) Do not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, topsoil and land forms without approval, except in areas indicated on the drawings or specified to be cleared.
(5) Monitor all water areas affected by construction activities to prevent pollution of surface and ground waters. Do not apply toxic or hazardous chemicals to soil or vegetation unless otherwise indicated.
(6) Open burning is prohibited on the Government premises IAW installation environmental policy.
(7) Participate in installation’s recycling program.
(8) Reducing the amount of hazardous material and/or solvent used by purchasing fewer hazardous materials and by increasing the use of products with recycled content. Spills of hazardous or toxic materials must be immediately reported to the Contracting Officer and the Environmental Office.
Storage, describing, packaging, labeling, marking and placarding of hazardous waste and hazardous material IAW applicable environmental laws, regulations and local environmental policies. Transport hazardous waste off Government property and dispose of it in compliance with National, Provincial, and/or Local requirements for solid waste disposal.
(9) Reducing the amount of solid waste from construction and demolition debris, and scrap metal sent to municipal and rubble landfills by reducing, reusing, and recycling. Handling, storage, and disposal of solid waste must be conducted to prevent contamination. Transport solid waste off Government property and dispose of it in compliance with National, Provincial, and/or Local requirements for solid waste disposal.
(10) Conserving energy and water usage by turning off lights and equipment when not in use and using only the necessary amount of water needed to complete the required tasks. Continuous conservation of our natural resources is a must.
(11) When potential cultural or historic items are inadvertently found during construction activities, immediately cease activities in the vicinity of the discovery and report the findings to the Environmental Office.
(12) Participate in installation’s Integrated Pest Management (IPM) program whenever practicable.
TP III-2
(13) Minimize interference with disturbance to, and damage to fish, wildlife, and plants including their habitat.
3. CONTRACT REQUIREMENTS PACKAGE ANTITERRORISM/OPERATIONS SECURITY REVIEW
COVER SHEET
After Notice to process is issued, COR shall take following action, Section IV. Standard Contract Language/Contract Clause Applicability and/or Additional SOW Language.
A. AT Level I training. This standard language is for contractor employees with an area of performance within an Army controlled installation, facility or area. All contractor employees, to include subcontractor employees, requiring access Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer, if a COR is not assigned, within 05 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website: http://jko.jten.mil
B. Access and general protection/security policy and procedures. This standard language is for contractor employees with an area of performance within Army controlled installation, facility, or area.
Contractor and all associated sub-contractors employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.
B-a. For contractors that do not require CAC, but require access to a DoD facility or installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.
TP III-3
C. iWATCH Training. This standard language is for contractor employees with an area of performance within an Army controlled installation, facility or area. The contractor and all associated sub-contractors shall brief all employees on the local iWATCH program (training standards provided by the requiring activity ATO). This local developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 30 calendar days of contract award and within 05 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award.
D. For contracts that require OPSEC Training. Per AR 530-1 Operations Security, the contractor employees must complete Level I OPSEC Awareness training. New employees must be trained within 30 calendar days of their reporting for duty and annually thereafter.
Section F - Deliveries or Performance
DELIVERY INFORMATION
CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /
CAGE
0001 30-JUN-2020 1 W1FD USA GARRISON RED CLOUD
W1FD USA GARRISON RED CLOUD
UNIT 15543
APO AP 96258-5543
011-82-53-470-65 FOB: Destination
W582LE
0002 N/A N/A N/A N/A
CLAUSES INCORPORATED BY REFERENCE
52.236-2 Differing Site Conditions APR 1984
CLAUSES INCORPORATED BY FULL TEXT
52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)
The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 180 calendar days, including 90 days for procurement of US origin materials, after notice to proceed (NTP) is issued.
* The time stated for completion shall include final cleanup of the premises.
*The Contracting Officer shall specify either a number of days after the date the contractor receives the notice to proceed, or a calendar date.
(End of clause)
52.236-1 PERFORMANCE OF WORK BY THE CONTRACTOR (APR 1984)
The Contractor shall perform on the site, and with its own organization, work equivalent to at least 50% percent of the total amount of work to be performed under the contract. This percentage may be reduced by a supplemental agreement to this contract if, during performing the work, the Contractor requests a reduction and the Contracting Officer determines that the reduction would be to the advantage of the Government.
(End of clause)
Section G - Contract Administration Data
5152.232-4022 PAYMENT-RELATED ADDRESSES:
Invoices for goods received or services rendered under this contract shall be submitted electronically through Wide Area Work Flow – Receipt and Acceptance (WAWF): The vendor shall self-register at the web site https://wawf.eb.mil. Vendor training is available on the internet at https://wawftraining.eb.mil. If you are experiencing technical problems with Wide Area Workflow, please contact. below service center.
Customer Service Center
CONUS ONLY: 1-866-618-5988
COMMERCIAL: 801-605-7095
DSN: 388-7095
FAX COMMERCIAL: 801-605-7453
FAX DSN: 388-7453
CSCASSIG@CSD.DISA.MIL
A separate invoice will be prepared for every modification.
For Services: Select the 2-in-1 Invoice within WAWF as the invoice type.
For Supplies: Select the Create Invoice and Receiving Report COMBO within WAWF as the invoice type. The Invoice and Receiving Report COMBO prepares the Material Inspection and Receiving Report, DD Form 250, and the Invoice at the same time. Select the invoice type within WAWF as specified below. Back up documentation (such as timesheets, etc.) can be included and attached to the invoice in WAWF.
Attachments created in any Microsoft Office product are attachable to the invoice in WAWF. The following information, regarding invoice routine DODAAC’s, must be entered for completion of the invoice in WAWF:
“Contract number”
WAWF Invoice Type: 2-in-1 Issuing Office DODAAC W91QVN Admin Office DODAAC W91QVN Inspector DODAAC (if applicable) W582LE Ship To DODAAC (for Combo) W582LE Service Acceptor DODAAC (for 2 in 1) Service Approver DODAAC (for Cost Voucher) (if applicable)
Acceptor DODAAC (if applicable) W582LE Paying Office DODAAC W56GBU
(a) Invoice Addresses: Contractor shall submit its invoice(s) through Wide Area Work Flow (WAWF)’s website https://wawf.eb.mil IAW DFARS 252.232-7003 and submit its invoice through and to, respectively, the following addresses:
Through: COR
To: Contracting Officer
(b) Invoice Inquiry Address: Contractor shall not initiate prior to payment due date any inquiry regarding the status of payment, as such inquiries may delay processing of the Contractor’s invoice. If an inquiry is necessary, Contractor shall address it to:
Army: AFAS-K, 8th Army G8
ATTN: Accounts Payable Branch Unit #15236
APO AP 96205-5236
Tel: (DSN) 723-8773 Commercial: (02) 7913-8773 E-mail: usarmy.yongsan.19-esc.mbx.175receivingreports@mail.mil
Army NAF: Commander 175th FMC Attn: CAO Unit #15300
APO AP 96205-0073
Tel: (DSN) 723-7492 Commercial: (02) 7913-7492
Air Force: DFAS-J/LRLE-DFAS Japan Box 5220
APO AP 96328-5220
e-mail: DJP-VP-Korea@dfas.mil Phone (DSN) 225-4954 Fax from US 011-81-3117-55-2699 Fax from Korea 001-81-3117-55-2699
(c) Payment Address: (For contracts with individuals*)
(1) The Contractor hereby authorizes delivery of payments (checks) due under this contract, for deposit to its account or to its company representative as follows:
Name of Bank, or Authorized Company Representative:____________________________________ Bank Address: _____________________________________________________ Account Number: ___________________________________________________ SWIFT Code: ______________________________________________________
(2) The above bank account information must be included on all invoices.
(3) The designation in (1), above, does not constitute an assignment of claims, within the meaning of FAR 52.232- 23 Assignment of Claims.
(4) If the Contractor does not provide the information requested in subpara c, above, the Government will mail payment checks to the contractor’s address as shown on the cover sheet of this contract. The Contractor assumes all risk for payment(s) mailed. If checks are lost in the mail system, the Contractor can recover for them only by filing a claim to the paying office. The Government may take up to six (6) months to process a claim based on a lost check.
* The Government requires most Contractors to provide for payment by Electronic Funds Transfer (EFT), but exempts from that requirement contractors who are individual persons.
Section J - List of Documents, Exhibits and Other Attachments
TECHNICAL DETAIL SPECIFICATION
TECHNICAL DETAIL SPECIFICATIONS
TECHNICAL PROVISIONS - II
GENERAL: The specification sections listed below are applicable to this project. The specifications are from the “Standard Technical Specifications for O&MA Projects, Korea, Revision 1” (2014 OMA SPECS, REVISION 1), dated 20151030, located on the http://www.usfk.mil/Portals/105/Documents/Contracting/NewContract/2014-OMA-SPECS_REVISION- 1.pdf. The electronic version of the specifications is Acrobat® PDF format and can be read with the Acrobat Reader® software.
The Standard Technical Detail Specifications:
The work shall conform to the most current version of the listed standards/specifications below.
DIVISION 01 – GENERAL REQUIREMENTS
01 30 00 ADMINISTRATIVE REQUIREMENTS
01 32 01.00 10 PROJECT SCHEDULE
01 33 00 SUBMITTAL PROCEDURES
01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS
01 45 00.00 10 QUALITY CONTROL
01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 58 00 PROJECT IDENTIFICATION
01 78 00 CLOSEOUT SUBMITTALS
01 78 23 OPERATION AND MAINTENANCE DATA
DIVISION 02 - EXISTING CONDITIONS
02 41 00 DEMOLITION AND DECONSTRUCTION
02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED
MATERIAL
02 65 00 UNDERGROUND STORAGE TANK REMOVAL
02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS
MATERIALS
02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES
TP II-1
02 83 19.00 10 LEAD BASED PAINT HAZARD ABATEMENT, TARGET
HOUSING & CHILD OCCUPIED FACILITIES
DIVISION 03 – CONCRETE
03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING
03 15 00.00 10 CONCRETE ACCESSORIES
03 20 00.00 10 CONCRETE REINFORCING
03 30 00 CAST-IN-PLACE CONCRETE
DIVISION 05 – METALS
05 50 13 MISCELLANEOUS METAL FABRICATIONS
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 60 00 FLASHING AND SHEET METAL
07 92 00 JOINT SEALANTS
DIVISION 08 – OPENINGS
08 11 13 STEEL DOORS AND FRAMES
08 71 00 DOOR HARDWARE
08 91 00 METAL WALL AND DOOR LOUVERS
DIVISION 09 – FINISHES
09 90 00 PAINTS AND COATINGS
DIVISION 10 – SPECIALTIES
10 14 01 EXTERIOR SIGNAGE
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING
23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS
DIVISION 31 – EARTHWORK
31 00 00 EARTHWORK
TP II-2
DIVISION 32 - EXTERIOR IMPROVEMENTS
01 11.51 RUBBER AND PAINT REMOVAL FROM AIRFIELD PAVEMENTS
32 01 16.17 COLD MILLING OF BITUMINOUS PAVEMENTS
32 01 17.16 SEALING OF CRACKS IN BITUMINOUS PAVEMENTS
32 01 19.61 RESEALING OF JOINTS IN RIGID PAVEMENT
32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS
32 01 26.71 GROOVING FOR AIRFIELD PAVEMENTS
32 01 29.61 PARTIAL DEPTH PATCHING OF RIGID PAVING
32 05 33 LANDSCAPE ESTABLISHMENT
32 11 10 DRAINAGE LAYER
32 11 16.16 BASE COURSE FOR RIGID AND SUBBASE COURSE FOR PERVIOUS
PAVING
32 11 16 SUBBASES FOR FLEXIBLE PAVING
32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE
32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR PERVIOUS
PAVEMENT
32 12 10 BITUMINOUS TACK AND PRIME COATS
32 12 11 BITUMINOUS SURFACE TREATMENT
32 12 15.13 HOT-MIX ASPHALT AIRFIELD PAVING
32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS
32 12 37 FUEL-RESISTANT (COAL TAR) SEALER
32 13 11 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY
PAVEMENTS
32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE
FACILITIES
32 13 73 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS
32 15 00 AGGREGATE SURFACE COURSE
32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS
32 17 24.00 10 PAVEMENT MARKINGS
32 18 16.13 PLAYGROUND PROTECTIVE SURFACING
32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES
32 31 13 CHAIN LINK FENCES AND GATES
32 84 23 UNDERGROUND SPRINKLER SYSTEMS
32 84 24 IRRIGATION SPRINKLER SYSTEMS
32 92 19 SEEDING
32 92 23 SODDING
32 93 00 EXTERIOR PLANTS
TP II-3
APPENDIX "A" LIST OF DRAWINGS
APPENDIX "A"
LIST OF APPLICABLE CONTRACT DRAWINGS
GENERAL: The work shall conform to the following contract drawings and OMA standard detail drawings, 2014 (dated 30 November 2015), issued by the Department of the Army, Installation Management Agency, Korea Region Office and located on http://www.usfk.mil/Portals/105/Documents/Contracting/NewContract/STANDARD-DETAIL-DRAWINGS- FOR-OMA-PROJECTS-KOREA_20151130.pdf, all of which form a part of the specifications.
Ring No. Sheet No. Description Date
1 T-1 TITLE SHEET 6 MAY 20
2 T-2 TITLE SHEET 6 MAY 20
CIVIL
3 C-1 LOCATION MAP 6 MAY 20
4 C-2 SITE LAYOUT PLAN AND SCOPE OF WORK 6 MAY 20
5 C-3 CHAIN LINK FENCE AND GATE 6 MAY 20
6 C-4 PCC PAVEMENT DETAIL 6 MAY 20
7 C-5 VEHICLE GUARD RAIL 6 MAY 20
8 C-6 GABION MATTRESS 6 MAY 20
9 C-7 MISC. DETAIL 6 MAY 20
Building No. 249 and 250, Camp Casey
ARCHITECTURAL
10 A-1 GROUND FLOOR PLAN, PICTURES, GENERAL NOTES
& SCOPE OF WORK
6 MAY 20
11 A-2 DOOR ELEVATION, SECTIONS AND DETAILS 6 MAY 20
12 A-3 DOOR DETAILS & NOTES 6 MAY 20
13 A-4 MISC DETAILS, DOOR SCHEDULE & ECM DOOR
NOTES
6 MAY 20
ELECTRICAL
14 E-1 LEGEND, GENERAL NOTES AND SCOPE OF WORKS 6 MAY 20
A-1
15 E-2 EXIST/NEW ELECTRICAL PLAN FOR S-249 & S-250,
LIGHTING FIXTURE DETAILS
Building No. 251 and 252, Camp Casey
16 A-1 GROUND FLOOR PLAN, PICTURES, GENERAL NOTES
6 MAY 20
17 A-2 DOOR ELEVATION & SECTIONS 6 MAY 20
18 A-3 DOOR DETAILS 6 MAY 20
19 A-4 MISC DETAILS, DOOR SCHEDULE & DOOR NOTES. 6 MAY 20
MECHANICAL
20 M-1 MECHANICAL MATERIAL INDICATIONS & SYMBOLS
AND ABBREVIATIONS
6 MAY 20
21 M-2 GENERAL NOTES AND SCOPE OF WORK 6 MAY 20
22 M-3 MECHANICAL EQUIPMENT SCHEDULE 6 MAY 20
23 M-4 DEHUMIDIFIER AND DUCT FLOOR PLAN (BLDG #251
& S-252), NOTES, SPECIFIC NOTES AND ROOF
COVER DETAIL
24 E-1 LEGEND, GENERAL NOTES AND SCOPE OF WORKS 6 MAY 20
25 E-2 EXIST/NEW EXTERIOR POWER DISTRIBUTION LINE
PLAN FOR BUILDING S-251 AND S-252
6 MAY 20
26 E-3 EXIST/NEW ELECTRICAL PLAN, LIGHTING FIXTURE
DETAILS & NEW PANELBOARD "NP" LOAD
SCHEDULE FOR S-251 & S-252
Building No. 253, 254, and 255, Camp Casey
27 A-1 GROUND FLOOR PLAN, PICTURES, GENERAL NOTES
6 MAY 20
28 A-2 DOOR ELEVATION & SECTIONS 6 MAY 20
29 A-3 DOOR DETAILS 6 MAY 20
30 A-4 MISC DETAILS, DOOR SCHEDULE & DOOR NOTES. 6 MAY 20
A-2
31 M-1 MECHANICAL MATERIAL INDICATIONS & SYMBOLS
6 MAY 20
32 M-2 GENERAL NOTES AND SCOPE OF WORK 6 MAY 20
33 M-3 MECHANICAL EQUIPMENT SCHEDULE 6 MAY 20
34 M-4 DEHUMIDIFIER AND DUCT FLOOR PLAN (BLDG S-
253, S-254 & S-255), NOTES, SPECIFIC NOTES AND
ROOF COVER DETAIL
35 E-1 LEGEND, GENERAL NOTES AND SCOPE OF WORKS 6 MAY 20
36 E-2 EXIST/NEW EXTERIOR POWER DISTRIBUTION LINE
PLAN FOR BUILDING S-253, S-254 AND S-255
6 MAY 20
37 E-3 EXIST/NEW ELECTRICAL PLAN, LIGHTING FIXTURE
DETAILS & NEW PANELBOARD "NP" LOAD
SCHEDULE FOR S-253, S-254 & S-255
Building No. 256 and 257, Camp Casey
38 A-1 GROUND FLOOR PLAN, PICTURES, GENERAL NOTES
6 MAY 20
39 A-2 PICTURES AND ECM DOOR NOTES 6 MAY 20
40 A-3 DOOR SECTION AND ELEVATION 6 MAY 20
41 A-4 DOOR DETAILS-1 6 MAY 20
42 A-5 DOOR DETAILS-2 6 MAY 20
43 A-6 DOOR DETAILS-3 6 MAY 20
44 A-7 MISC DETAILS AND DOOR SCHEDULE 6 MAY 20
45 M-1 MECHANICAL MATERIAL INDICATIONS & SYMBOLS
46 M-2 GENERAL NOTES AND SCOPE OF WORK 6 MAY 20
47 M-3 MECHANICAL EQUIPMENT SCHEDULE 6 MAY 20
48 M-4 DEHUMIDIFIER AND DUCT FLOOR PLAN-1, NOTES
AND SPECIFIC NOTES (BLDG S-256 & 257)
6 MAY 20
49 M-5 DEHUMIDIFIER AND DUCT FLOOR PLAN-2,
VENTILATOR SECTION AND NOTES (BLDG S-256 &
257)
A-3
50 E-1 LEGEND, GENERAL NOTES AND SCOPE OF WORKS 6 MAY 20
51 E-2 EXIST/NEW ELECTRICAL PLAN (BLDG S-256 & 257) 6 MAY 20
52 E-3 NEW POWER PLAN FOR DEHIMIDIFIER (BLDG S-256
& 257)
Building No. 258 and 259, Camp Casey
53 A-1 GENERAL NOTES, GROUND FLOOR PLAN, CROSS
SECTION & PICTURES
6 MAY 20
54 A-2 SCOPE OF WORK & DETAILS 6 MAY 20
55 A-3 INTERIOR FINISH SCHEDULE, MATERIAL & COLOR
SCHEDULE, DOOR & WINDOW SCHEDULE AND
HARDWARE SCHEDULE
56 E-1 LEGEND, GENERAL NOTES AND SCOPE OF WORK 6 MAY 20
57 E-2 EXIST/NEW ELECTRICAL PLAN FOR S-258 & S-259,
Building No. 262 and 263, Camp Casey
58 A-1 GENERAL NOTE, GROUND FLOOR PLAN, CROSS
SECTION & DETAIL
6 MAY 20
59 A-2 SCOPE OF WORK, PICTURES & DETAILS 6 MAY 20
60 A-3 INTERIOR FINISH SCHEDULE, MATERIAL & COLOR
SCHEDULE, DOOR & WINDOW SCHEDULE AND
HARDWARE SCHEDULE
61 M-1 MECHANICAL MATERIAL INDICATIONS & SYMBOLS
AND
62 M-2 GENERAL NOTES AND SCOPE OF WORK 6 MAY 20
63 M-3 EQUIPMENT SCHEDULE-4, HEAT PUMP UNIT FLOOR
PLAN AND CONTROL DIAGRAM (BLDG# S-239 & S-
240) AND NOTES
A-4
64 E-1 LEGEND, GENERAL NOTES AND SCOPE OF WORK 6 MAY 20
65 E-2 EXIST/NEW ELECTRICAL PLAN FOR S-258 & S-259,
A-5
APPENDIX "B" APPROVED MATERIAL
APPENDIX "B"
List of Materials for Material Approval Submittal
Submittal Identification
Description of Submittal
LC-1 Ready Mixed Conc. 280kg/cm2
LC-2 Ready Mixed Conc. 240kg/cm2
LC-3 Hot mixed Asphalt Concrete #67
LC-4 Gravel for Base
LC-5 #6-150x150 WWF
LC-6 Steel Bar Reinforcement
LC-7 Dowel Bar 19mm dia x 406mm(3/4"x16")
LC-8 0.3M THK GABION MATTRESS
LC-9 Metal Post 2.200 mm High For Guard Rail
LC-10 Guard Rail : 4mm Thick. X 350mm Wide x 4,330mm Lg
LC-11 0.7m w pc ditch
LC-12 One stone block
LC-13 One stone cap block
LC-14 Coatve Grid
LC-15 CHERRY BLOSSOM TREE
LC-16 Chain link fence
LC-17 Stl grating cover
LA-1
Metal blast double swing door, opening 2000 x 2000 x 110THK with metal frame and hardware as required by MFR
LA-2
Metal blast sliding door, opening 3040 x 3040 x 170THK with metal frame and hardware as required by MFR
LA-3
Metal blast sliding door, opening 7600 x 3340 x 280THK with metal frame and hardware as required by MFR
LA-4
Steel thermal insulated double door w/steel frame door size: 2400 W X 2400 H X
44.5 Thick.
LA-5 Paint, MPI 94, enamel, exterior
LA-6 Paint, MPI 79, primer for metal
LA-7 Signage, exterior, IDS
LA-8 Signage, exterior
B‐1
Identification
Description of Submittal
LA-9 Fire extinguish bracket
LA-10 STL Plate Trench Cover with welding type hinge, 13 mm thick
LA-11 Protected roof panel only
LA-12 Protected metal wall siding 24GA
LA-13 Weather proof seal R0E154 for head and jamb.
LA-14 Weather proof seal R3B435 for bottom
LA-15 Lockset, 1000-1, F-07, lever type
LA-16 Door closer, C02021
LA-17 Hinge, butt, 114 x 114 (NRP)
LA-18 Door stop and holder, Exterior type w/Conc, H9", 3"x3"
LA-19 Kick plate, J102
LA-20 Flush bolt, L04081
LA-21 Astragal
LA-22 Threshold, aluminum, 150W DBL
LA-23 AL louver with Insect Screen & Bird Screen
LA-24 Vinyl cove base w/adhesive
LA-25 Fire extinguish cabinet
LA-26 Acrylic fluid applied waterproofing
LA-27 Rain gutter, protect MET, 200 x 150H, 24GA W/accessories
LA-28 Down spout, protect MET, 152 x 130, 24GA W/accessories
LA-29 Splash concrete block
LM-1 Block up Ventilator
LM-2 Block up louver
LM-3 Duct work
LM-4 Conc. Pad
LM-5 Heat pump unit system
LM-6 Misc
OM-1 Packaged Dehumidifier, various size
OM-2 Humidity sensor
OM-3 Humidity level alarm w/horn strobe sey
OM-4 Fabric duct, 22"dia.
OM-5 Blast valve, various size
OM-6 Misc.
LE-1
LED lighting fixture, 80 Watt, ceiling surface/pendant mounted, type "NS-1", power unit, explosion proof
LE-2 LED lighting fixture, 60 Watts, wall mounted, type "NS-2",outdoor type
LE-3 LED lighting fixture, 45 Watt, recessed mounted, type "NS-3a & 3b", power unit
B‐2
Identification
Description of Submittal
LE-4 Electric wires various size
LE-5 Rigid steel conduit various size
LE-6
Grounding system reports for building S-249, S-250, S-251, S-252, S-253,S-254, S-255, S-256 & S-257
OE-1 Toggle switch, w/plate, 1P-20A-120VAC
OE-2 Toggle switch, w/plate, 1P-20A-120VAC, "explosion proof"
OE-3 Toggle switch, w/plate, 1P-20A-120VAC, "weather proof"
OE-4 Duplex receptacle, w/plate, 2P-20A-125VAC, gnd. Type
OE-5 Duplex receptacle, w/plate, 2P-20A-125VAC, gnd. Type, "explosion proof"
OE-6 Duplex receptacle, w/plate, 2P-20A-125VAC, gnd. Type, "weather proof"
OE-7 Telephone outlet, single modular jack, cat6
OE-8 Telephone outlet, single modular jack, cat6, "weather proof type"
OE-9 Enclosed circuit breaker, 3P-100AF-50A, 600V, NEMA 3R. Encl
OE-10 Safety switch, 3PST 60A-600V, non-fusible, NEMA 3R. Encl
OE-11 Molded case circuit breaker, 3P-100AF-70AF
B‐3
Section K - Representations, Certifications and Other Statements of Offerors
52.203-2 CERTIFICATE OF INDEPENDENT PRICE DETERMINATION (APR 1985)
(a) The offeror certifies that --
(1) The prices in this offer have been arrived at independently, without, for the purpose of restricting competition, any consultation, communication, or agreement with any other offeror or competitor relating to –
(i) Those prices,
(ii) The intention to submit an offer, or
(iii) The methods of factors used to calculate the prices offered:
(2) The prices in this offer have not been and will not be knowingly disclosed by the offeror, directly or indirectly, to any other offeror or competitor before bid opening (in the case of a sealed bid solicitation) or contract award (in the case of a negotiated solicitation) unless otherwise required by law; and
(3) No attempt has been made or will be made by the offeror to induce any other concern to submit or not to submit an offer for the purpose of restricting competition.
(b) Each signature on the offer is considered to be a certification by the signatory that the signatory --
(1) Is the person in the offeror's organization responsible for determining the prices offered in this bid or proposal, and that the signatory has not participated and will not participate in any action contrary to subparagraphs (a)(1) through (a)(3) of this provision; or
(2) (i) Has been authorized, in writing, to act as agent for the following principals in certifying that those principals have not participated, and will not participate in any action contrary to subparagraphs (a)(1) through (a)(3) of this provison ______________________________________________________ (insert full name of person(s) in the offeror's organization responsible for determining the prices offered in this bid or proposal, and the title of his or her position in the offeror's organization);
(ii) As an authorized agent, does certify that the principals named in subdivision (b)(2)(i) above have not participated, and will not participate, in any action contrary to subparagraphs (a)(1) through (a)(3) above; and
(iii) As an agent, has not personally participated, and will not participate, in any action contrary to subparagraphs (a)(1) through (a)(3) of this provision.
(c) If the offeror deletes or modifies subparagraph (a)(2) of this provision, the offeror must furnish with its offer a signed statement setting forth in detail the circumstances of the disclosure.
(End of Provision)
5152.204-4032 REPRESENTATIONS AND CERTIFICATIONS
(a) SUBCONTRACTING:
If the offeror contemplates subcontracting, it must obtain prior written approval of subcontractor from the PCO or ACO, and list below: (1) the names and addresses of the subcontractor(s), (2) the type of subcontracting, and (3) the estimated price for each subcontract.
(b) AFFILIATED OFFERORS:
(1) Business concerns are affiliates of each other when, either directly or indirectly, one concern controls or has the power to control the other, or a third party controls or has the power to control both.
(2) Each offeror shall furnish, below, the following information:
(i) Whether the offeror has any affiliates;
(ii) The names and addresses of all affiliates of the offeror; and
(iii) The names and addresses of all persons and concerns exercising control or ownership of the offeror and any or all of its affiliates, and whether they are common officers, directors, stockholders holding controlling interest, or otherwise.
AFFILIATED CONCERNS. : (Name, location and, in detail, controlling interest in each)
(c) PRINCIPAL OWNER(S) OR STOCKHOLDER(S):
Each offeror shall list below the name(s) and address(es) of the principal owner(s) or stockholder(s) of the company and percentage of ownership. If a major portion is publicly traded and/or otherwise widely distributed, state that, with the percentage so affected.
(d) STANDARDS OF CONDUCT CERTIFICATION:
This is to certify that, to the best of my knowledge and belief, except as described below, no representative of this firm who deals with US Government employees on any aspect of this procurement is a former US Government employee, to include former US military personnel. I understand that this certification is continuing in nature and places a duty on me and my firm to notify the Contracting Officer of any additional individual(s) who fit the above description prior to the individual's assuming duties.
(i) Name ______________________________________________ Former rank/grade ____________________________________ Last US Government position ___________________________
(ii) Name ______________________________________________ Former rank/grade ____________________________________ Last US Government position ___________________________
(iii) Name ______________________________________________ Former rank/grade ____________________________________ Last US Government position ___________________________
Firm ____________________________________________________ Name _____________________________________________________ Signature __________________________________________________
Title _____________________________________________________ Date of Execution ____________________________________________
(e) TAXES:
(1) References:
(i) Contract clause entitled "FAR 52.229-06 Taxes—Foreign Fixed-Price Contracts (Jan 1991)."
(ii) US-ROK Status of Forces Agreement (SOFA), Articles IX and XVI.
(iii) ROK Customs Law, Law No. 1976, promulgated on 29 November 1967, as amended.
(iv) ROK Value Added Tax Law, Law No. 2934, promulgated on 22 December 1976…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .