W912ES24Q0018 Solicitation for IDIQ Geotech Drilling.pdf
PDF 3 MB Posted
- Solicitation number
- W912ES24Q0018
About this file
This solicitation requests offers for two IDIQ contracts to provide geotechnical drilling services and related support in the Eastern and Western areas of the St. Paul District of the U.S. Army Corps of Engineers. The Western area contract is set aside for small businesses, while the Eastern area is unrestricted. Services required include rental of various drilling rigs and support equipment, cone penetration testing, sample collection and testing, monitoring well and piezometer installation, and related support. Offerors must provide pricing for base and two option years. The minimum contract value is $5,000 and maximum is $500,000 over five years. Awards are to be made to the responsible offerors whose offers are most advantageous based on price, past performance, and technical capability.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| W912ES24Q0018-0002 Solicitation with Amendment 2.pdf | ||
| Map of Drilling Areas.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
SEE ADDENDUM
(No Collect Calls)
W912ES24Q0018 08-Dec-2023
b. TELEPHONE NUMBER
651-290-5614
8. OFFER DUE DATE/LOCAL TIME
11:00 AM 29 Dec 2023
5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE
AUTHORIZED FOR LOCAL REPRODUCTION
PREVIOUS EDITION IS NOT USABLE
STANDARD FORM 1449 (REV. 2/2012)
Prescribed by GSA – FAR (48 CFR) 53.212
(TYPE OR PRINT)
(SIGNATURE OF CONTRACTING OFFICER)
ADDENDA ARE
26. TOTAL AWARD AMOUNT (For Gov t. Use Only )
23.
CODE 10. THIS ACQUISITION IS
SUCH ADDRESS IN OFFER
17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT
BELOW IS CHECKED
TELEPHONE NO.
W912ES9. ISSUED BY
18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK
7. FOR SOLICITATION
INFORMATION CALL:
a. NAME
JOHN P RIEDERER
2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER
(TYPE OR PRINT)
30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER
30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA
0 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.
25. ACCOUNTING AND APPROPRIATION DATA
1. REQUISITION NUMBER
20.
ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.
OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30
SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS
ARE NOT ATTACHED
27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED
(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE
SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:
. YOUR OFFER ON SOLICITATION
28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN
% FOR:SET ASIDE:UNRESTRICTED OR X
SMALL BUSINESS
17a.CONTRACTOR/ CODE FACILITY
OFFEROR CODE
CONTRACTING DIVISION
USACE, ST PAUL
332 MINNESOTA STREET
SUITE E1500
ST PAUL MN 55101-1323
18a. PAYMENT WILL BE MADE BY CODE
RATED ORDER UNDER
DPAS (15 CFR 700)
13a. THIS CONTRACT IS A
13b. RATING
CODE15. DELIVER TO CODE 16. ADMINISTERED BY
SEE SCHEDULE
12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-
TION UNLESS BLOCK IS
MARKED
SEE SCHEDULE
14. METHOD OF SOLICITATION
RFQ IFB RFPX
FAX:
TEL: 651-290-5414 SERVICE-DISABLED
VETERAN-OWNED
SMALL BUSINESS
X 8(A)
HUBZONE SMALL
BUSINESS
SIZE STANDARD:
$19,000,000
NAICS:
238910
X
OFFER DATED
29. AWARD OF CONTRACT: REF.
DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY
COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND
EMAIL:
TEL:
31c. DATE SIGNED
SEE SCHEDULE
SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT
24.22.21.19.
WOMEN-OWNED SMALL BUSINESS (WOSB)
ELIGIBLE UNDER THE WOMEN-OWNED
SMALL BUSINESS PROGRAM
EDWOSB
32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE
SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS
(CONTINUED)
PAGE 2 OF278
ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________
32a. QUANTITY IN COLUMN 21 HAS BEEN
RECEIVED INSPECTED
32b. SIGNATURE OF AUTHORIZED GOVERNMENT
REPRESENTATIVE
32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT
REPRESENTATIVE
32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE
37. CHECK NUMBER
FINALPARTIALCOMPLETE
36. PAYMENT35. AMOUNT VERIFIED
CORRECT FOR
34. VOUCHER NUMBER
FINAL
33. SHIP NUMBER
PARTIAL
38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY
41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT
41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE
42a. RECEIVED BY (Print)
42b. RECEIVED AT (Location)
42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS
STANDARD FORM 1449 (REV. 2/2012) BACK
Prescribed by GSA – FAR (48 CFR) 53.212
AUTHORIZED FOR LOCAL REPRODUCTION
PREVIOUS EDITION IS NOT USABLE
SEE SCHEDULE
20.
SCHEDULE OF SUPPLIES/ SERVICES
21.
QUANTITY UNIT
22. 23.
UNIT PRICE
24.
AMOUNT
19.
ITEM NO.
W912ES24Q0018
Section SF 1449 - CONTINUATION SHEET
PRICE SCHEDULE
PRICE SCHEDULE - WESTERN AREA (See Map in Statement of
Work) Base Year Option Year 1 Option Year 2
Item Description QTY U/I Unit Price
Net Amt Unit Price
Net Amt Unit Price
Net Amt
Sub-Item
0001 RENTAL OF DRILL RIG A
0001AA Drill Rig A, Geotechnical Drilling Rig ATV, Track-Mounted, Level D as defined by OSHA. See details in Section 2a
100 HR
0001AB Mobilization and Demobilization Fees per Task Order
3 EA
0002 RENTAL OF DRILL RIG B
0002AA Drill Rig B, Floation-Tire, 4WD
Geotechnical Drilling Rig, ATV, Level D as defined by OSHA. See details in Section 2a
80 HR
0002AB Mobilization and Demobilization Fees per Task Order
2 EA
0003 RENTAL OF DRILL RIG C
0003AA Drill Rig C, Truck-mounted
Geotechnical Drilling Rig (2-Wheel or 4-Wheel Drive) Level D as defined by OSHA. See detail in Section 2c
140 HR
0003AB Mobilization and Demobilization Fees per Task Order
4 EA
0004 RENTAL OF DRILL RIG D
0004AA Drill Rig D, Winch-Operated Skid
Frame, Rotary Drilling Rig, Level D as defined by OSHA. See details in Section 2d
80 HR
0004AB Mobilization and Demobilization Fees per Task Order
3 EA
0005 RENTAL OF DRILL RIG E
0005AA Drill Rig E, Portable (Hand Carried)
Pipe-Driving Winch, Level D as defined by OSHA. See details in Section 2e
50 HR
0005AB Mobilization and Demobilization Fees per Task Order
3 EA
0006 RENTAL OF PIEZOCONE SYSTEM
0006AA Rental of Piezocone (CPTu) system with operator, Level D as defined by OSHA. See details in Section 3
125 HR
0006AB Mobilization and Demobilization Fees per Task Order
7 EA
0007 ASSIST WITH PONTOON BOAT OPERATIONS
0007AA Drill Operator 60 HR 0007AB Drill Helper 60 HR 0007AC Mobilization and Demobilization Fees per Task Order
3 EA
0008 Drill Helper 40 HR 0009 PER DIEM (To be paid in accordance with Joint Travel Regulations)
90 DY
0010 SAMPLES
0010AA 3-inch Thin-Wall Samples 10 EA 0010AB 5-inch Thin-Wall Samples 25 EA 0010AC 3-inch Horslev Type Piston Samples 10 EA 0010AD 5-inch Horslev Type Piston Samples 35 EA 0010AE NQ-3 or Equivalent Core Drilling in
Rock or Concrete
75 FT
0010AF HQ-3 or Equivalent Core Drilling in Rock or Concrete
100 FT
0010AG HQ Wireline Core Drilling in Rock or Concrete
100 FT
0010AH PQ-3 or Equivalent Core Drilling in Rock or Concrete
100 FT
0010AJ Double-tube core barrel (6" 7 3/4" or equivalent) for Core Drilling in Rock or Concrete
50 FT
0011 PORTABLE STEAM CLEANER RENTAL 5 DY
0012 DOT-Approved Containers (Drums) for
Contaminated Soils, Drilling Fluid, or Decontamination Water
10 EA
0013 BACKFILL MATERIAL
0013AA Portland Cement - 94 lb bag 125 BG 0013AB High Solids Bentonite Grout - 50 lb bag
85 BG
0013AC Bentonite Chips - 50 lb bag 100 BG 0013AD Filter Pack Sand for Piezometers and
Monitoring Wells with #10-Slot Screens - 50 lb bag
20 BG
0013AE Barite Drilling Additive - 50 lb bag 10 BG
00014 MONITORING WELL, PIEZOMETER AND INSTRUMENT CASING
0014AA Nominal 1" PVC Flush-Threaded Riser Pipe, Schedule 40, 10-ft Section Length
100 EA
0014AB Nominal 1" PVC Flush-Threaded Well Screen, Continuous-Slot, #10-Slot Size, Schedule 40, 5-ft Section Length
20 EA
0014AC Nominal 2" PVC Flush-Threaded Riser Pipe, Schedule 40, 10-ft Section Length
25 EA
0014AD Nominal 2" PVC Flush-Threaded Well Screen, Continuous-Slot, #10-Slot Size, Schedule 40, 5-ft Section Length
5 EA
0014AE 4-Inch Protective Guard Posts 7 EA 0014AF 4-Inch Protective Monitoring Well
Protective Casing with Locking Cover
50 FT
0014AG 6-Inch Protective Monitoring Well Protective Casing with Locking Cover
75 FT
0014AH 8-Inch Protective Monitoring Well Protective Casing with Locking Cover
20 FT
PRICE SCHEDULE - EASTERN AREA (See Map in Statement of
Work) Base Year Option Year 1 Option Year 2
Item Description QTY U/I Unit Price
Net Amt Unit Price
Net Amt Unit Price
Net Amt
Sub-Item
0015 RENTAL OF DRILL RIG A
0015AA Drill Rig A, Geotechnical Drilling Rig ATV, Track-Mounted, Level D as defined by OSHA. See details in Section 2a
100 HR
0015AB Mobilization and Demobilization Fees per Task Order
3 EA
0016 RENTAL OF DRILL RIG B
0016AA Drill Rig B, Floation-Tire, 4WD
Geotechnical Drilling Rig, ATV, Level D as defined by OSHA. See details in Section 2a
80 HR
0016AB Mobilization and Demobilization Fees per Task Order
2 EA
0017 RENTAL OF DRILL RIG C
0017AA Drill Rig C, Truck-mounted
Geotechnical Drilling Rig (2-Wheel or 4-Wheel Drive) Level D as defined by OSHA. See detail in Section 2c
140 HR
0017AB Mobilization and Demobilization Fees per Task Order
4 EA
0018 RENTAL OF DRILL RIG D
0018AA Drill Rig D, Winch-Operated Skid
Frame, Rotary Drilling Rig, Level D as defined by OSHA. See details in Section 2d
80 HR
0018AB Mobilization and Demobilization Fees per Task Order
3 EA
0019 RENTAL OF DRILL RIG E
0019AA Drill Rig E, Portable (Hand Carried)
Pipe-Driving Winch, Level D as defined by OSHA. See details in Section 2e
50 HR
0019AB Mobilization and Demobilization Fees per Task Order
3 EA
0020 RENTAL OF PIEZOCONE SYSTEM
0020AA Rental of Piezocone (CPTu) system with operator, Level D as defined by OSHA. See details in Section 3
125 HR
0020AB Mobilization and Demobilization Fees per Task Order
7 EA
0021 ASSIST WITH PONTOON BOAT OPERATIONS
0021AA Drill Operator 60 HR 0021AB Drill Helper 60 HR 0021AC Mobilization and Demobilization Fees per Task Order
3 EA
0022 Drill Helper 40 HR 0023 PER DIEM (To be paid in accordance with Joint Travel Regulations)
90 DY
0024 SAMPLES
0024AA 3-inch Thin-Wall Samples 10 EA 0024AB 5-inch Thin-Wall Samples 25 EA 0024AC 3-inch Horslev Type Piston Samples 10 EA 0024AD 5-inch Horslev Type Piston Samples 35 EA 0024AE NQ-3 or Equivalent Core Drilling in
Rock or Concrete
75 FT
0024AF HQ-3 or Equivalent Core Drilling in Rock or Concrete
100 FT
0024AG HQ Wireline Core Drilling in Rock or Concrete
100 FT
0024AH PQ-3 or Equivalent Core Drilling in Rock or Concrete
100 FT
0024AJ Double-tube core barrel (6" 7 3/4" or equivalent) for Core Drilling in Rock or Concrete
50 FT
0025 PORTABLE STEAM CLEANER RENTAL 5 DY
0026 DOT-Approved Containers (Drums) for
Contaminated Soils, Drilling Fluid, or Decontamination Water
10 EA
0027 BACKFILL MATERIAL
0027AA Portland Cement - 94 lb bag 125 BG 0027AB High Solids Bentonite Grout - 50 lb bag
85 BG
0027AC Bentonite Chips - 50 lb bag 100 BG 0027AD Filter Pack Sand for Piezometers and
Monitoring Wells with #10-Slot Screens - 50 lb bag
20 BG
0027AE Barite Drilling Additive - 50 lb bag 10 BG
0028 MONITORING WELL, PIEZOMETER AND INSTRUMENT CASING
0028AA Nominal 1" PVC Flush-Threaded Riser Pipe, Schedule 40, 10-ft Section Length
100 EA
0028AB Nominal 1" PVC Flush-Threaded Well Screen, Continuous-Slot, #10-Slot Size, Schedule 40, 5-ft Section Length
20 EA
0028AC Nominal 2" PVC Flush-Threaded Riser Pipe, Schedule 40, 10-ft Section Length
25 EA
0028AD Nominal 2" PVC Flush-Threaded Well Screen, Continuous-Slot, #10-Slot Size, Schedule 40, 5-ft Section Length
5 EA
0028AE 4-Inch Protective Guard Posts 7 EA 0014AF 4-Inch Protective Monitoring Well
Protective Casing with Locking Cover
50 FT
0014AG 6-Inch Protective Monitoring Well Protective Casing with Locking Cover
75 FT
0014AH 8-Inch Protective Monitoring Well Protective Casing with Locking Cover
20 FT
NOTES TO OFFEROR
NOTES TO OFFEROR
PLEASE E-MAIL ALL QUESTIONS to John Riederer, Contract Specialist, John.P.Riederer@usace.army.mil
This solicitation is 50% Set-Aside for Small Business. The Government may award two contracts based on the offers received in response to this solicitation. The Western Area (Items 0001 – 0014) is set-aside for small business.
The Eastern Area (Items 0015 – 0028) is UNRESTRICTED. Entities of any size may submit offers.
NAICS CODE: 238910 Site Preparation Contractors SBA Size Standard: $19,000,000 Average Annual Revenues
Small Business firms may submit pricing for one or both areas. Other than small businesses should only submit pricing for the EASTERN Area (Items 0015 – 0028)
Please submit pricing for ALL items and sub-items in the area(s) that your firm opts to submit offers for
All pricing (unit, total, subtotal, grand total, etc.) must be in whole penny amounts.
It is preferred that quotes are e-mailed to:
John Riederer, Contract Specialist, John.P.Riederer@usace.army.mil
The offeror may also submit the quote by mail / courier to the following:
USACE – ST PAUL
CONTRACTING DIVISION
ATTN: John Riederer 332 Minnesota St., Suite E1500
ST. PAUL, MN 55101
OFFEROR SHALL BE REGISTERED IN SAM (System for Award Management) https://www.sam.gov to include the FAR and DFARS Reps and Certs sections with the NAICS code applicable to the solicitation. For assistance with SAM, contact information is below:
SAM by GSA Hours of Operation: Monday – Friday 8am to 8pm ET, U.S. Calls 866-606-8220, Service desk website: http://www.fsd.gov/
Minnesota PTAC (Procurement Technical Assistance Center), www.mnptac.org
612-332-6332, mnptac@mnptac.org
Please include a summary of the drilling equipment that your firm owns or has access to, that will be used if the firm is awarded a contract. Summary shall be sufficiently detailed (manufacturer, model #, year, etc.) that it can be determined that the equipment is fully capable of meeting requirements.
STATEMENT OF WORK
US ARMY CORPS OF ENGINEERS
DRILL RIG RENTAL AND SUPPORT SERVICES CONTRACT
EASTERN AND WESTERN AREAS, ST. PAUL DISTRICT
PARTS OF NORTH AND SOUTH DAKOTA, AND PARTS OF MINNESOTA, WISCONSIN,
AND IOWA
DESCRIPTION/SPECIFICATIONS
TABLE OF CONTENTS
SECTION 1: GENERAL
SECTION 2: EQUIPMENT AND SUPPLIES
SECTON 3: CONE PENETRATION TESTING
SECTION 4: MOBILIZATION AND DEMOBILIZATION
SECTION 5: SITE SAFETY, UTILITY LOCATES, NOTIFICATIONS, ROAD USE
PERMITS, MONITORING WELL PERMITS, BORING AND WELL
ABANDONMENTS
SECTION 6: MILEAGE
SECTION 7: PROJECT LOCATIONS
SECTION 8: OPERATING PERSONNEL
SECTION 9: MAINTENANCE AND REPLACEMENT OF EQUIPMENT
SECTION 10: OPERATING AND WORKING TIME
SECTION 11: PER DIEM
SECTION 12: PIEZOMETER AND MONITORING WELL MATERIALS
SECTION 13: DELIVERY ORDERS
SECTION 1: GENERAL
A Government Inspector will be on-site to log borings and inspect the work.
1.1 Rental of Drilling Equipment with Operating Personnel and Supplies
Mileage for all vehicle use necessary to accomplish the work, and that is not covered by mobilization and demobilization, shall be included in payment for Rental of Drilling Equipment, there shall be no separate payment for mileage.
At the time of the contract award the Contractor shall have all the necessary licenses, registration, etc., for personnel and equipment, to begin work immediately in all the states in which the awarded contract applies. The Contractor shall furnish drilling equipment, support vehicle(s), supplies, and operating personnel capable of efficiently performing the following:
a. 4 ½-inch through 8-inch flight auger borings;
b. Borings through cohesionless and cohesive soils with 3-inch through 8-inch diameter fishtail or tricone roller bits, and a split-spoon sampler using drilling mud in lieu of casing. Upward directed drilling fluid return type bits may be required in engineered embankments;
c. Borings using 4-inch through 10-inch diameter pipe casing;
d. Auger-through and split-spoon sampling of cohesionless and cohesive soils with 3 ¼-inch, 4 ¼-inch, 6 ¼-inch, and 8 ¼-inch I.D. hollow stem augers;
e. Standard Penetration Test (SPT) per ASTM D1586-18 with automatic drive hammer.
Split-spoon sampler shall conform to standard split-barrel dimensions as detailed in
ASTM D1586-18;
f. Continuous soil sampling with the standard split-barrel and a 2-inch I.D x 2 ½-inch O.D.
x 3-foot long split-barrel sampler;
g. 3-inch and 5-inch thin wall undisturbed soil sampling;
h. 3-inch and 5-inch Hvorslev-type fixed piston undisturbed sampling;
i. Coring of bedrock and rebar reinforced concrete with NQ-3, HQ-3, HQ-Wireline, PQ-3 and 6-inch x 7 ¾-inch diameter core barrels or equivalent. The appropriate diamond and carbide coring bits shall include internal and bottom discharge type;
j. Abandonment and backfilling of boreholes and CPTu soundings, per appropriate state requirements, by gravity and/or pump and tremie system with cement-bentonite, high solids bentonite, bentonite chips, barite and/or neat cement grout;
k. Rotary borings through rock, reinforced concrete, and cohesionless and cohesive soils. A mud pump, mud pan or tank, mud mixing apparatus, water tank and pump for tank filling, appropriate hoses, and bentonite drilling mud shall be on-site for each project;
l. Well screen and riser installations, for the purpose of constructing observation wells, monitoring wells, and dewatering wells (up to 8-inch diameter), direct burial piezometers and/or standpipe piezometers (up to 2-inch diameter), installing inclinometer casing (3.5-inch diameter), instrument protective casings and covers, and other instrumentation.
Borings through cohesive and granular soils, concrete, and rock, to set instrument pipe and casing, to install protective casing, and to backfill instrument installations with selected materials, as requested by the Contracting Officer’s Representative;
m. All types of soil and rock borings in Level D personal protective gear as defined by
OSHA;
n. Decontamination of all equipment before the Contractor arrives at the drilling site, between the sample intervals, boreholes, or before the Contractor leaves the drilling site as is deemed necessary in the scope of work;
o. Remote drill-site access prior to drilling to include removal of brush and small trees with chainsaw or appropriate methods, snow removal, site leveling as necessary;
p. Worksite restoration to pre-drilling conditions to include, but not limited to, removing auger and drill cuttings and repair ground damage at borehole sites, as requested by the Contracting Officer’s Representative;
q. Drill the majority of holes to a depth of less than 150 feet using DRILL RIGS A-D listed below. However, the Contractor may be required to drill and sample up to 300 feet in depth using equipment identified as DRILL RIGS B and DRILL RIG C. DRILL RIG A shall be capable to drill and sample to depths of at least 200 feet. DRILL RIG E shall be capable to drill and sample to a depth of 50 feet;
r. Provide labor to complete shallow (less than 50 feet) soil borings on Government provided floating plant over rivers and lakes in the St. Paul District. Operator must be competent using a rope drivine cat head drive system.
SECTION 2: EQUIPMENT AND SUPPLIES
Equipment requirements will vary from job to job as requested in individual delivery orders and defined in each scope of work. A typical scope of work will define the project requirements and will request the rig that can access the most remote boring. The majority of projects involve continuous split-spoon sampling using hollow stem auger to advance and clean the hole between samples, and mud-rotary drilling for maintaining an open borehole below the water table. A support vehicle (pickup truck or cargo truck) shall be included in the rental of each Drill Rig or CPTu System, no separate payment will be made for a support vehicle. Some projects may require more than one drill rig and operating crew at the same time. Individual delivery orders will specify the project requirements. The five different drill rig types and CPTu system required for this contract (detailed in section 2a. through 2e.) are: DRILL RIG A (All-Terrain Vehicle, Track-Mounted); DRILL RIG B (All-Terrain Vehicle, Flotation-Tired, Four-Wheel-Drive);
DRILL RIG C, (Truck-Mounted, Two Wheel-Drive or Four Wheel-Drive); DRILL RIG D (Winch-Operated, Skid Frame-Type Drill); DRILL RIG E (Portable (Hand-Carried) Pipe Driving Winch); CPTu SYSTEM (detailed in section 3) pushed by one of the above Drill Rigs.
The equipment will be used on all types of terrain including but not limited to woods, steep hills, bogs, frozen lakes and swamps, and site conditions, dry, wet, snowy, or muddy. It will be used in all weather conditions; snow, rain, ice, and sub-zero temperatures.
Drilling equipment may be used on Government-owned floating plant(s) on rivers, harbors, and lakes. Appropriate water safety gear to include personal flotation device for each Contractor crew member shall be provided by the Contractor. In order to drill in areas too shallow to access by work barge and push boat, but too deep to access from shore, the Government will make available a self-propelled pontoon workboat, with boat operator and drilling equipment. The Contractor shall make available a Drill Operator and a Drill Helper, who will be responsible for operation of the drilling equipment during the performance of the task order. Drill Operator and Drill Helper shall meet the qualifications in section 8. Contractor personnel will meet the Government pontoon boat at a launch site near the drilling area. The mobilization and demobilization shall be for the Contractor personnel only.
The Contractor shall furnish all equipment and supplies necessary to perform the required drilling to include, but not limited to, the following:
a. DRILL RIG A: All-Terrain Vehicle (ATV), Track-Mounted Rig with rotary drill and accessory equipment, designed for geotechnical drilling, rock coring, hollow stem auger advancement, and split-spoon sampling, with automatic driven hammer for conducting a SPT per ASTM D1586-18. Drill rig must be designed for accessing remote sites, traveling over uneven terrain, over snow, and on very soft and/or wet ground. It should have a ground pressure of 4 psi or less with proper weight distribution and stability. Two hydraulic leveling jacks shall be fitted at the rear of the vehicle and at least one on the front. The drill mast shall be operated hydraulically and shall be fitted with sheaves for at least three (3) cables and one (1) rope. The drill rig shall be transported on a trailer between sites. The drill rig shall also be equipped with an attached or attachable water tank of at least 100 gallons that can be brought into remote mud-rotary drill sites that trailered water tanks or support vehicles with water tanks cannot access. The drill rig shall also be equipped with a pump capable of pumping bentonite drilling fluid required to keep the borehole open and remove cuttings, as well as cementitious grout mixes to abandon the borings or wells.
b. DRILL RIG B: All-Terrain Vehicle (ATV), Flotation-Tired, Four-Wheel-Drive Rig with rotary drill and accessory equipment; designed for geotechnical drilling, rock coring, hollow stem advancement, and split-spoon sampling, with automatic driven hammer for conducting a SPT per ASTM D1586-18. Drill rig must be designed for accessing remote sites, traveling over uneven terrain, over snow, and on soft and/or wet ground. It should have a ground pressure of 7.5 psi or less with weight evenly distributed. Two hydraulic leveling jacks shall be fitted at the rear of the vehicle and at least one on the front. The drill mast shall be operated hydraulically and shall be fitted with sheaves for at least three
(3) cables and one (1) rope. Power winches of not less than 12-ton capacity and with not less than 150 feet of 3/4-inch diameter steel cable shall be mounted on the front of the vehicle. The drill rig must have the rotary capability of operating at a forward speed from 0 to 650 rpm. The rotary drive shall have a reverse gear and a maximum drill spindle torque of not less than 7,000 ft/lbs. The vertical drive shall have a stroke of at least 72 inches, downward thrust of not less than 16,000 lbs, and retraction of at least 24,000 lbs.
The drill rig shall also be equipped with an attached or attachable water tank of at least 100 gallons that can be brought into remote mud-rotary drill sites that trailered water tanks or support vehicles with water tanks cannot access. The drill rig shall also be equipped with a pump capable of pumping bentonite drilling fluid required to keep the borehole open and remove cuttings, as well as cementitious grout mixes to abandon the borings or wells.
c. DRILL RIG C: Truck-Mounted, Two-Wheel-Drive or Four-Wheel-Drive Rig with rotary drill and accessory equipment; designed for geotechnical drilling, rock coring, hollow stem advancement, and split-spoon sampling, with automatic driven hammer for conducting a SPT per ASTM D1586-18. Drill rig must be designed for driving up to sites with roadway or firm ground access. It shall be ready to drill using hollow stem auger and mud rotary drilling. Two hydraulic leveling jacks shall be fitted at the rear of the vehicle and at least one on the front. The drill mast shall be operated hydraulically and shall be fitted with sheaves for at least three (3) cables and one (1) rope. Power winches of not less than 12-ton capacity and with not less than 150 feet of 3/4-inch diameter steel cable shall be mounted on front of the truck. The drill rig must have the rotary capabilities of operating at a forward speed from 0 to 650 rpm. The rotary drive shall have a reverse gear and a maximum drill spindle torque of not less than 7,000 ft/lbs. The vertical drive shall have a stroke of at least 60 inches, downward thrust of not less than 16,000 lbs, and retraction of at least 24,000 lbs. The drill rig shall also be equipped with a pump capable of pumping bentonite drilling fluid required to keep the borehole open and remove cuttings, as well as cementitious grout mixes to abandon the borings or wells.
d. DRILL RIG D: Winch-Operated, Skid-Frame-Type Drill with rotary capability and automatic driven hammer OR cathead driven safety hammer for conducting a SPT per ASTM D1586-18. The rig shall be designed for geotechnical split-spoon sampling, rock and concrete coring and drilling in tight quarters or from floating plants. The drill rig shall be capable of being set up on a drill platform such as a barge or a pontoon with horizontal setup space as small as 7-feet by 7-feet. Maximum drill rig weight shall not exceed 1,900 lbs.
e. DRILL RIG E: Portable (Hand-Carried) Pipe Driving Winch with automatic driven hammer OR cathead driven safety hammer for conducting borings up to 50-feet deep including a SPT per ASTM D1586-18. The rig shall be designed to perform portable geotechnical drilling in tight quarters, wetlands, or from floating plants with horizontal setup space as small as 7-feet by 7-feet.
f. ‘AW’ size and ‘N’ or ‘NW’ size drill rods;
g. Rotary tricone and drag-type drill bits, and split-spoon & split-barrel samplers, to perform
3-inch through 8-inch borings;
h. Flight augers (4 ½-inch through 8-inch O.D.), hollow stem augers (3 ¼-inch, 4 ¼-inch, 6 ¼-inch, 8 ¼-inch I.D.), and iron pipe casing (4-inch through 10-inch I.D.);
i. Triple tube core barrels (NQ-3, HQ-3, and PQ-3) and appropriate bits to include diamond and carbide surfaced as well as bottom and internal discharge. Double tube core barrel (6-inch x 7 ¾-inch or equivalent) and appropriate bits to include diamond and carbide surfaced as well as bottom and internal discharge. HQ Wireline core barrel system with a split-inner tube and appropriate bits to include diamond and carbide surfaced as well as bottom and internal discharge;
j. 3-inch and 5-inch undisturbed thin wall sample tubes;
k. 3-inch and 5-inch Hvorslev type, fixed piston undisturbed samplers and sample tubes;
l. Powdered Wyoming bentonite, Type I or Type II Portland cement, medium Wyoming bentonite chips, and barite drilling fluid additive;
m. Mud pumps, grout pumps, auxiliary pumps, tremie pipe, hoses, mud pan or tank, mud mixing apparatus, and water tanks. One water tank must have a minimum size of 300 gallons. The mud pump and/or grout pumps shall have the capacity for, and be designed for, the type of work listed in this statement of work and in the individual project scope of work included in each delivery order upon issuance;
n. All hand tools needed to complete subsurface exploration work, routine maintenance, and setup and cleanup of the drill site;
o. Portable propane torches for winter work and to heat wax for sealing undisturbed samples;
p. Sample inspection table measuring at least 3-feet x 3-feet x 42-inches high with a pipe vise mounted on one end;
q. Bailers suitable for removing water, drilling mud, or sand from boreholes or instruments;
r. Portable steam-cleaner;
s. Precise survey equipment to determine the elevation of boreholes and stadia distances, including a transit or level with a tripod and a leveling survey rod. The survey rod shall be legible and read in feet, be graduated in 10ths and 100ths of a foot, and be capable of telescoping, or otherwise accurately extending, to at least 25 feet;
t. Adapters, tools, and related items, which are not specifically listed herein, but are necessary for use with the equipment in achieving the performance requirements set forth in, SECTION 1: GENERAL, shall be furnished or made available for use as required;
2.1 Projects that are likely to encounter contaminated soils, water, and rock or requiring subsurface samples for chemical analysis may require the following:
a. Level D personal protective equipment as defined by OSHA;
b. Containerizing contaminated soils and/or drilling fluids;
c. Decontamination equipment and supplies capable of satisfactorily cleaning all drilling and sampling equipment before the Contractor arrives at the drilling site, and between each sample if such equipment or supplies are deemed necessary in the scope of work.
2.2 The Government will furnish appropriate containers for all soil and rock samples, except undisturbed samples, which will be retained in the sampling tube provided by the Contractor.
SECTON 3: CONE PENETRATION TESTING (CPT)
The following criteria must be met for the cone penetration testing procedure (cone penetration testing will be completed in conjunction with the rental of one of the drill rigs above):
a. The CPT should be conducted in accordance with ASTM D5778-20. If CPTu (Piezocone) tests are being conducted, a Type 2 Piezocone shall be used with the pore pressure element location immediately behind the cone tip (u2) with a new saturated filter element prior to each test.
b. Prior to penetration, the cone temperature should be adjusted to the anticipated soil temperature, as reasonably practical.
c. Routine profiling is to be conducted with a 10-ton capacity cone.
d. Calibration of the cone will be done in accordance with ASTM D5778-20. There will be a piezometric calibration chamber to test the cone prior to starting a delivery order and then calibrations will be completed every tenth probe hole.
3.1 CPT data reporting must fulfill the following requirements:
a. The data report for the cone penetration testing, at a minimum, shall meet the reporting requirements outlined by ASTM D5778-20. The raw data collected during penetration must also be supplied to the Government.
b. The graphical data shall be supplied in a format produced by the program Digital Coneplot available from ARA/Vertek or by the program Rapid CPT by Dataforensics.
c. CPT data should be presented in the following units:
Depth feet
Tip Resistance (qt) tsf
Sleeve Friction (fs) tsf
Pore Pressure (u2) psi
Inclination ° (degrees)
Temperature °F (Fahrenheit)
3.2 Graphical (X-Y) plots shall be submitted for each cone test with a test report. The format of the plots should be as follows:
X-Axis Y-Axis
Tip Resistance (qt) Depth
Sleeve Friction (fs) Depth
Pore Pressure (u2) Depth
Friction Ratio (Rf) Depth
Soil Behavior Type (SBTBq) Depth
SECTION 4: MOBILIZATION AND DEMOBILIZATION
a. Mobilization and Demobilization (Mob and Demob) covers all costs, including per diem, incurred in moving the drilling equipment, personnel, support vehicles, and supplies to the work site and returning them to the Contractor's permanent facility when the job is completed. Initial and final cleaning and decontamination of the drilling equipment and tools, by steaming if necessary, shall also be included in the mobilization and de mobilization costs. Mobilization shall end when drilling and sampling has started.
Demobilization begins once the last boring is grouted or the Contracting Officer or the Contracting Officer’s Representative designates the job is complete. This payment will be the same for each job within the specific area called for in the delivery order, regardless of its location within that area, according to the amounts stated in the bid schedule.
b. Only one mob and demob charge per drill rig and/or per drill crew for floating plant operations per delivery order will be allowed unless approved by the Contracting Officer.
SECTION 5: SITE SAFETY, UTILITY LOCATES, NOTIFICATIONS, ROAD USE
PERMITS, MONITORING WELL PERMITS, BORING AND WELL
ABANDONMENTS
a. All drilling operations shall be conducted in accordance with the current version of the U.S. Army Corps of Engineers Safety and Health Requirements Manual (EM 385-1-1).
Section 18.H, Drilling Equipment, will serve as the primary reference for safety during drilling operations. Drilling tools shall not extend more than 1 foot, or the minimum necessary to connect or disconnect drilling tools, above the top of the drill mast, and the use of slip rings or rod slipping devices is prohibited.
b. Utility meetings for the purpose of locating buried lines, pipes, cables, and all underground utilities shall be conducted by the Contractor unless directed otherwise by the Contracting Officer’s Representative. The Contractor shall abide by all applicable state laws concerning utility locates.
c. Road use permits and parking permits at drill sites shall also be the responsibility of the Contractor unless otherwise directed by the Contracting Officer’s Representative. The Contractor shall abide by all applicable state laws concerning road use and provide any necessary safety equipment, such as but not limited to cones, barriers, lighting, for operation on and adjacent to roadways, walkways or other areas that could pose a hazard to the public.
d. The Contractor shall be responsible for meeting all Health Department and/or Department of Natural Resource filing requirements.
e. The Contractor shall be responsible for all notifications, shall obtain permits, and meet abandonment criteria when required in the appropriate state and county. The Government is not exempt from paying permit fees, or from the coordination and filing requirements.
SECTION 6: MILEAGE
a. No separate payment for daily mileage shall be made for the drill rigs or support vehicles, this shall be included in the cost of drill rig rental. The movement of equipment from boring to boring is addressed in, SECTION 10: OPERATING AND WORKING
TIME.
SECTION 7: PROJECT LOCATIONS
a. Two contracts may be awarded as a result of this acquisition and the equipment could be used anywhere in the contract(s) award area(s) within the geographical limits of the east and west areas of the St. Paul District shown on the enclosed map.
SECTION 8: OPERATING PERSONNEL
a. The Contractor shall provide an experienced crew consisting of one driller and one driller’s assistant.
b. "Experienced" for the driller is defined as a minimum of 2 complete years of current experience operating the assigned drill rig(s) or equivalent for broad-based geotechnical exploration work and monitor well installations (not exclusively water well work) and drilling and sampling subsurface materials typical of those in the contract area.
c. "Experienced" for the driller’s assistant is defined as 1 complete year of current experience assisting an experienced driller in broad-based geotechnical exploration work (not exclusively monitor well and/or water well work).
d. The drill crew shall be experienced and skilled in drilling with hollow stem augers, flight augers, setting and pulling casing, backfilling boreholes, installing and abandoning monitoring wells, observation wells, and dewatering wells, piezometers, inclinometers, and other instrumentation, mixing and drilling with bentonite drilling mud, drive sampling, standard penetration testing, taking thin wall and fixed-piston-type undisturbed samples, and core drilling in hard and soft rock. The drill crew shall be OSHA certified to perform subsurface exploration work in the appropriate level of personal protective gear.
The Contractor shall ensure that the operating personnel have the proper drilling licenses and certifications in accordance with state and federal guidelines and regulations prior to the commencement of drilling operations. No payment for an additional helper shall be authorized except as approved by the Contracting Officer prior to the execution of the individual delivery order.
SECTION 9: MAINTENANCE AND REPLACEMENT OF EQUIPMENT
a. All repairs to equipment and the replacement of parts, including drill bits, split-spoon samplers, and core barrels, and all drilling apparatus shall be made at the expense of the Contractor. The working equipment supplied by the Contractor shall be in good working condition and shall be kept in good working condition when in use. Downtime or other time performing maintenance or equipment repairs shall not be authorized. The Contractor shall have spare replacement parts and supplies on hand for typical items that wear out or are consumed during the drilling process. This includes the following items, but not limited to: split-spoon samplers, auger teeth and/or bits, roller bits, powdered bentonite drilling mud, retainer baskets, drive shoes, and other expendable drilling supplies.
SECTION 10: OPERATING AND WORKING TIME
a. Hourly rates for the drilling equipment are for drilling time only and include payment for supplies and personnel necessary to perform the work as listed in the scope of work and requested in each delivery order. Drilling time is defined as all work necessary to accomplish drilling and sampling to include setup time, moving drilling equipment between borings, cleanup time not related to mob or demob, instrument installation and abandonment, backfilling of boreholes, containerizing contaminated soils and/or drilling fluids, and Government-directed non-drilling time. Powdered bentonite for mixing drilling mud and added to cementitious grout mixtures shall be included in the supplies for drilling, and no separate payment will be made. Drilling with equipment or using techniques that are not productive, as determined by the Contracting Officer’s Representative, will not be authorized for payment. Time for performing routine maintenance or equipment repairs will not be authorized for payment.
b. Work days: The Contractor shall be prepared to operate 10 hours per day, 6 days per week until completion of the delivery order, weather and other conditions permitting.
Work on Sundays and holidays is not anticipated under this contract, except when deemed necessary and approved by the Contracting Officer. Alternative work schedules may be considered. The Contractor shall be responsible for travel expenses related to changing staff or transporting them to and from the field site.
c. Suspension of work: When, in the opinion of the Contracting Officer or the Contracting Officer’s Representative, conditions at the drill site during the periods of operation preclude the possibility of obtaining satisfactory production, temporary suspension of work will be ordered by the Contracting Officer, and payment will not be made for rental time during such periods of suspension.
SECTION 11: PER DIEM
a. The per diem is invoiced on a per individual basis. The number of individuals in the crew, as requested in the delivery order, will determine the number of per diem days allowed for that delivery order. Per diem will be authorized if at least 8 drilling hours have been worked for the day or for a mob or demob day with at least 4 hours of drilling time. Additional per diem days resulting from excessive downtime, caused by the Contractor, shall not be invoiced for payment. Per diem will not be allowed for scheduled non-work days except when the standard work schedule of 10 hours per day, 6 days per week is utilized, or, if an alternate work schedule is approved by the Contracting Officer’s Representative. Alternate work schedules that adversely affect the project schedule or increase cost to the Government will not be considered. Per diem days for mobilization and demobilization will not be allowed, as defined in SECTION 4:
MOBILIZATION AND DEMOBILIZATION.
SECTION 12: PIEZOMETER AND MONITORING WELL MATERIALS
a. Protective steel or black iron casing (4, 6, or 8-inch diameter) with lockable covers meeting state and local well code requirements where the work will be performed;
b. Piezometer and monitor well construction materials shall be new and consist of nominal 2-inch diameter PVC riser and screens. The components shall meet ANSI Schedule 40 thickness and strength specifications and have an inside diameter of no less than 2.00 inches. All PVC components shall have flush threaded joints with O-rings for watertight connections. Well screens shall have a continuous-slot design with a No. 10 slot screen (0.010-inch);
c. Filter sand for piezometers and monitoring wells shall be commercially produced, packaged, and washed silica sand. Individual 50 lbs packages must be clearly marked with gradation information. The filter sand shall be well graded and be retained on U.S.
Standard Sieves No. 16 through No. 80. and shall have less than 10% passing the U.S.
Standard Sieve No. 80;
d. Protective guard posts shall be at least four inches in diameter and made of reinforced concrete, decay resistant wood, or ANSI Schedule 40 steel or black iron pipe. Posts or pipes shall be 8-feet in length. Pipes shall be filled with concrete, or capped with an overlapping, threaded, or welded steel or iron cap.
SECTION 13: DELIVERY ORDERS
a. The St. Paul District Contracting Officer will issue Task Orders under this contract.
SECTION 14: CONTRACT CEILING – GUARANTEED MINIMUM
a. In accordance with Section C, FAR clause 52.216-22 entitled, “Indefinite Quantity,” the maximum value of the IDIQ is $500,000.00. The cumulative value of all Delivery Orders issued under the Vehicle shall not exceed $500,000.00. The minimum guarantee is $5,000.00, which may be satisfied via Delivery Order awards.
ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
0001 Job WESTERN Area IDIQ - BASE YEAR
FFP
Western Area geotech drilling (Items 0001 - 0014) -- THIS AREA IS SET-ASIDE
FOR SMALL BUSINESSES
FOB: Destination
PSC CD: F021
NET AMT
0002 Job OPTION WESTERN Area IDIQ - Option Year 1
FFP
Western Area geotech drilling (Items 0001 - 0014) -- THIS AREA IS SET-ASIDE
FOR SMALL BUSINESSES
0003 Job OPTION WESTERN Area IDIQ - Option Year 2
FFP
Western Area geotech drilling (Items 0001 - 0014) -- THIS AREA IS SET-ASIDE
FOR SMALL BUSINESSES
0004 Job EASTERN Area IDIQ - BASE YEAR
FFP
EASTERN Area geotech drilling (Items 0001 - 0014) -- THIS AREA IS UNRESTRICTED - Full & Open Competition
0005 Job OPTION EASTERN Area IDIQ - OPTION YEAR 1
FFP
EASTERN Area geotech drilling (Items 0001 - 0014) -- THIS AREA IS UNRESTRICTED - Full & Open Competition
0006 Job OPTION EASTERN Area IDIQ - OPTION YEAR 2
FFP
EASTERN Area geotech drilling (Items 0001 - 0014) -- THIS AREA IS UNRESTRICTED - Full & Open Competition
CONTRACT MINIMUM/MAXIMUM QUANTITY AND CONTRACT VALUE
The minimum quantity and contract value for all orders issued against this contract shall not be less than the minimum quantity and contract value stated in the following table. The maximum quantity and contract value for all orders issued against this contract shall not exceed the maximum quantity and contract value stated in the following table.
MINIMUM
QUANTITY
MINIMUM
AMOUNT
MAXIMUM
QUANTITY
MAXIMUM
AMOUNT
1.00 $5,000.00 5,000.00 $1,900,000.00
CLIN DELIVERY/TASK ORDER MINIMUM/MAXIMUM QUANTITY AND CLIN ORDER VALUE
The minimum quantity and order value for the given Delivery/Task Order issued for this CLIN shall not be less than the minimum quantity and order value stated in the following table. The maximum quantity and order value for the given Delivery/Task Order issued for this CLIN shall not exceed the maximum quantity and order value stated in the following table.
CLIN
MINIMUM
QUANTITY
MINIMUM
AMOUNT
MAXIMUM
QUANTITY
MAXIMUM
AMOUNT
INSPECTION AND ACCEPTANCE TERMS
Supplies/services will be inspected/accepted at:
CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY
0001 Destination Government Destination Government 0002 Destination Government Destination Government 0003 Destination Government Destination Government 0004 Destination Government Destination Government 0005 Destination Government Destination Government 0006 Destination Government Destination Government
DELIVERY INFORMATION
CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /
CAGE
0001 POP 01-FEB-2024 TO
31-JAN-2025
N/A FARGO RESIDENT OFFICE
FARGO RESIDENT OFFICE
155 SOUTH 21ST STREET, SUITE 103
FARGI ND 58103-1422
B6L1CW2
0002 POP 01-FEB-2025 TO
31-JAN-2026
N/A (SAME AS PREVIOUS LOCATION)
0003 POP 01-FEB-2026 TO
31-JAN-2027
N/A (SAME AS PREVIOUS LOCATION)
0004 POP 01-FEB-2024 TO
31-JAN-2025
N/A FOUNTAIN CITY SERVICE BASE
ADAM LOVEN
431 NORTH SHORE DRIVE
FOUNTAIN CITY WI 54629-0397
651-290-5141
965605
0005 POP 01-FEB-2025 TO
31-JAN-2026
N/A (SAME AS PREVIOUS LOCATION)
0006 POP 01-FEB-2026 TO
31-JAN-2027
N/A (SAME AS PREVIOUS LOCATION)
CLAUSES INCORPORATED BY REFERENCE
52.203-3 Gratuities APR 1984 52.203-6 Alt I Restrictions On Subcontractor Sales To The Government
(JUN 2020) -- Alternate I
NOV 2021
52.203-11 Certification And Disclosure Regarding Payments To Influence Certain Federal Transactions
SEP 2007
52.203-12 Limitation On Payments To Influence Certain Federal Transactions
JUN 2020
52.204-7 System for Award Management OCT 2018 52.204-15 Service Contract Reporting Requirements for Indefinite-
Delivery Contracts
OCT 2016
52.204-16 Commercial and Government Entity Code Reporting AUG 2020 52.204-18 Commercial and Government Entity Code Maintenance AUG 2020 52.204-22 Alternative Line Item Proposal JAN 2017 52.209-7 Information Regarding Responsibility Matters OCT 2018 52.212-1 Instructions to Offerors--Commercial Products and
Commercial Services
SEP 2023
52.212-4 Contract Terms and Conditions--Commercial Products and Commercial Services
DEC 2022
52.222-22 Previous Contracts And Compliance Reports FEB 1999 52.222-25 Affirmative Action Compliance APR 1984 52.223-1 Biobased Product Certification MAY 2012 52.223-2 Affirmative Procurement of Biobased Products Under Service and Construction Contracts
SEP 2013
52.223-17 Affirmative Procurement of EPA-Designated Items in Service and Construction Contracts
AUG 2018
52.232-40 Providing Accelerated Payments to Small Business Subcontractors
MAR 2023
252.203-7000 Requirements Relating to Compensation of Former DoD Officials
SEP 2011
252.203-7005 Representation Relating to Compensation of Former DoD Officials
SEP 2022
252.204-7008 Compliance With Safeguarding Covered Defense Information Controls
OCT 2016
252.204-7012 Safeguarding Covered Defense Information and Cyber Incident Reporting
JAN 2023
252.204-7014 Limitations on the Use or Disclosure of Information by Litigation Support Contractors
JAN 2023
252.204-7016 Covered Defense Telecommunications Equipment or Services -- Representation
DEC 2019
252.205-7000 Provision Of Information To Cooperative Agreement Holders JUN 2023 252.223-7008 Prohibition of Hexavalent Chromium JAN 2023 252.225-7001 Buy American And Balance Of Payments Program--Basic JAN 2023 252.225-7012 Preference For Certain Domestic Commodities APR 2022 252.225-7055 Representation Regarding Business Operations with the
Maduro Regime
MAY 2022
252.225-7056 Prohibition Regarding Business Operations with the Maduro Regime
JAN 2023
252.226-7001 Utilization of Indian Organizations, Indian-Owned Economic Enterprises, and Native Hawaiian Small Business Concerns
JAN 2023
252.227-7015 Technical Data--Commercial Products and Commercial Services
MAR 2023
252.227-7037 Validation of Restrictive Markings on Technical Data JAN 2023 252.232-7010 Levies on Contract Payments DEC 2006 252.243-7002 Requests for Equitable Adjustment DEC 2022 252.244-7000 Subcontracts for Commercial Products or Commercial
Services
JAN 2023
252.247-7023 Transportation of Supplies by Sea JAN 2023
CLAUSES INCORPORATED BY FULL TEXT
52.204-24 REPRESENTATION REGARDING CERTAIN TELECOMMUNICATIONS AND VIDEO
SURVEILLANCE SERVICES OR EQUIPMENT (NOV 2021)
The Offeror shall not complete the representation at paragraph (d)(1) of this provision if the Offeror has represented that it "does not provide covered telecommunications equipment or services as a part of its offered products or services to the Government in the performance of any contract, subcontract, or other contractual instrument" in paragraph (c)(1) in the provision at 52.204-26, Covered Telecommunications Equipment or Services-- Representation, or in paragraph (v)(2)(i) of the provision at 52.212-3, Offeror Representations and Certifications- Commercial Products and Commercial Services. The Offeror shall not complete the representation in paragraph (d)(2) of this provision if the Offeror has represented that it "does not use covered telecommunications equipment or services, or any equipment, system, or service that uses covered telecommunications equipment or services" in paragraph (c)(2) of the provision at 52.204-26, or in paragraph (v)(2)(ii) of the provision at 52.212-3.
(a) Definitions. As used in this provision-
Backhaul, covered telecommunications equipment or services, critical technology, interconnection arrangements, reasonable inquiry, roaming, and substantial or essential component have the meanings provided in the clause
52.204-25, Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment.
(b) Prohibition.
(1) Section 889(a)(1)(A) of the John S. McCain National Defense Authorization Act for Fiscal Year 2019 (Pub. L.
115-232) prohibits the head of an executive agency on or after August 13, 2019, from procuring or obtaining, or extending or renewing a contract to procure or obtain, any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. Nothing in the prohibition shall be construed to--
(i) Prohibit the head of an executive agency from procuring with an entity to provide a service that connects to the facilities of a third-party, such as backhaul, roaming, or interconnection arrangements; or
(ii) Cover telecommunications equipment that cannot route or redirect user data traffic or cannot permit visibility into any user data or packets that such equipment transmits or otherwise handles.
(2) Section 889(a)(1)(B) of the John S. McCain National Defense Authorization Act for Fiscal Year 2019 (Pub. L.
115-232) prohibits the head of an executive…
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 .