W912ES22Q0080 Solicitation.pdf

SEE ADDENDUM

(No Collect Calls)

W912ES22Q0080 15-Jul-2022

b. TELEPHONE NUMBER

651-290-5614

8. OFFER DUE DATE/LOCAL TIME

11:00 AM 28 Jul 2022

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 X 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

1 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.X

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 BUSINESSX

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

CONTRACTING DIVISION

USACE - ST PAUL

180 FIFTH STREET EAST

SUITE 700

SAINT PAUL MN 55101-1678

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

X SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

FAX:

TEL: 651-290-5414 SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

$16,500,000

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 OF106

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.

W912ES22Q0080

Section SF 1449 - CONTINUATION SHEET

PRICE SCHEDULE

BASE REQUIREMENT - EAST AREA (See Map in Statement of Work )

Period of Performance: Base Period

Item Description Quantity U/I Unit Price Net Amt

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

200 Hours

0001AC Mobilization and Demobilization Fees per Task Order 5 Each

0002 RENTAL OF DRILL RIG B

0002AA Drill Rig B, Flotation-Tire, 4-Wheel-Drive Geotechnical Drilling Rig, ATV, Level D as defined by OSHA. See details in Section 2b

120 Hours

0002AC Mobilization and Demobilization Fees per Task Order 3 each

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 details in Section 2c

200 Hours

0003AC Mobilization and Demobilization Per Task Order 5 Each

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 Hours

0004AC Mobilization and Demobilization Per Task Order 2 Each

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

80 Hours

0005AC Mobilization and Demobilization Per Task Order 2 Each

0006 RENTAL OF PIEZOCONE SYSTEM

0006AA Rental of Piezocone (CPTu) system with operator, Level D as defined by OSHA. See details in section 3

200 Hours

0006AC Mobilization and Demobilization Per Task Order 10 Each

0007 RENTAL OF FLOATING PLANT

0007AA Work Barge. See Details in Section 2 120 Hours

0007AB Push Boat. See Details in Section 2 120 Hours

0007AC Mobilization and Demobilization Per Task Order 4 Each

0008 ASSIST WITH PONTOON BOAT OPS

0008AA Drill Operator 50 Hours

0008AB Drill Helper 50 Hours

0008AC Mobilization and Demobilization Per Task Order 3 Each

0009 DRILL HELPER 60 Hours

0010 Samples

0010AA 3-inch Thin-Wall Samples 10 Each

0010AB 5-inch Thin Wall Samples 30 Each

0010AC 3-inch Horslev Type Piston Samples 10 Each

0010AD 5-inch Horslev Type Piston Samples 50 Each

0010AE NQ-3 or Equivalent Core Drilling in Rock or Concrete 75 Foot

0010AF HQ-3 or Equivalent Core Drilling in Rock or Concrete 100 Foot

0010AG HQ Wireline Core Drilling in Rock or Concrete 100 Foot

0010AH PQ-3 or Equivalent Core Drilling in Rock or Concrete 100 Foot

0010AJ Double-tube core barrel (6" x 7 3/4" or equivalent) for Core Drilling in Rock or Concrete

50 Foot

0011 PER DIEM (To be paid in accordance with the Joint Travel Regulations)

160 Days

0012 Portable Steam Cleaner Rental 10 Days

0013 DOT-Approved Containers (Drums) for Contaminated Soils, Drilling Fluid, or Decontamination Water

10 Each

0014 BACKFILL MATERIAL

0014AA Portland Cement – 94-Pound Bags 200 Bag

0014AB High Solids Bentonite Grout – 50-Pound Bags 100 Bag

0014AC Bentonite Chips – 50-Pound Bags 150 Bag

0014AD Filter Pack Sand For Piezometers and Monitoring Wells With #10-Slot Screens, 50-Pound Bags

20 Bag

0014AE Barite Drilling Additive – 50-Pound Bags 10 Bag

0015 Monitoring Well, Piezometer and Instrumentation Casing

0015AA Nominal 1” PVC Flush-Threaded Riser Pipe, Schedule 40, 10-ft. Section Length

140 Each

0015AB Nominal 1” PVC Flush-Threaded Well Screen, Continuous-Slot, #10-Slot Size, Schedule 40, 5-ft.

Section Length

30 Each

0015AC Nominal 2” PVC Flush-Threaded Riser Pipe, Schedule 40, 10-ft. Section Length

40 Each

0015AD Nominal 2” PVC Flush-Threaded Well Screen, Continuous-Slot, #10-Slot Size

10 Each

0015AE 4-Inch Protective Guard Posts 12 Each

0015AF 4-Inch Diameter Monitoring Well Protective Casing with Locking Cover

70 Foot

0015AG 6-Inch Diameter Monitoring Well Protective Casing with Locking

140 Foot

0015AH 8-Inch Diameter Monitoring Well Protective Casing with Locking Cover

35 Foot

BASE REQUIREMENT - WEST AREA (See Map in Statement of Work )

Period of Performance: Base Period

Item Description Quantity U/I Unit Price Net Amt

0016 RENTAL OF DRILL RIG A

0016AA Drill Rig A, Geotechnical Drilling Rig ATV, Track- Mounted, Level D as defined by OSHA. See details in Section 2a

200 Hours

0016AB Mobilization and Demobilization Fees per Task Order 5 Each

0017 RENTAL OF DRILL RIG B

0017AA Drill Rig B, Flotation-Tire, 4-Wheel-Drive Geotechnical Drilling Rig, ATV, Level D as defined by OSHA. See details in Section 2b

100 Hours

0017AB Mobilization and Demobilization Fees per Task Order 3 each

0018 RENTAL OF DRILL RIG C

0018AA Drill Rig C, Truck-mounted Geotechnical Drilling Rig, (2-Wheel or 4-Wheel Drive) Level D as defined by OSHA. See details in Section 2c

200 Hours

0018AB Mobilization and Demobilization Per Task Order 5 Each

0019 RENTAL OF DRILL RIG D

0019AA Drill Rig D, Winch-Operated Skid Frame, Rotary Drilling Rig, Level D as defined by OSHA. See details in section 2d.

80 Hours

0019AB Mobilization and Demobilization Per Task Order 2 Each

0020 RENTAL OF DRILL RIG E

0020AA Drill Rig E, Portable (Hand Carried) Pipe-Driving Winch, Level D as defined by OSHA. See details in Section 2e

80 Hours

0020AB Mobilization and Demobilization Per Task Order 2 Each

0021 RENTAL OF PIEZOCONE SYSTEM

0021AA Rental of Piezocone (CPTu) system with operator, Level D as defined by OSHA. See details in section 3

200 Hours

0021AB Mobilization and Demobilization Per Task Order 10 Each

0022 RENTAL OF FLOATING PLANT

0022AA Work Barge. See Details in Section 2 120 Hours

0022AB Push Boat. See Details in Section 2 120 Hours

0022AC Mobilization and Demobilization Per Task Order 4 Each

0023 ASSIST WITH PONTOON BOAT OPS

0023AA Drill Operator 50 Hours

0023AB Drill Helper 50 Hours

0023AC Mobilization and Demobilization Per Task Order 3 Each

0024 DRILL HELPER 60 Hours

0025 Samples

0025AA 3-inch Thin-Wall Samples 10 Each

0025AB 5-inch Thin Wall Samples 30 Each

0025AC 3-inch Horslev Type Piston Samples 10 Each

0025AD 5-inch Horslev Type Piston Samples 50 Each

0025AE NQ-3 or Equivalent Core Drilling in Rock or Concrete 75 Foot

0025AF HQ-3 or Equivalent Core Drilling in Rock or Concrete 100 Foot

0025AG HQ Wireline Core Drilling in Rock or Concrete 100 Foot

0025AH PQ-3 or Equivalent Core Drilling in Rock or Concrete 100 Foot

0025AJ Double-tube core barrel (6" x 7 3/4" or equivalent) for Core Drilling in Rock or Concrete

50 Foot

0026 PER DIEM (To be paid in accordance with the Joint Travel Regulations)

160 Days

0027 Portable Steam Cleaner Rental 10 Days

0028 DOT-Approved Containers (Drums) for Contaminated Soils, Drilling Fluid, or Decontamination Water

10 Each

0029 BACKFILL MATERIAL

0029AA Portland Cement – 94-Pound Bags 200 Bag

0029AB High Solids Bentonite Grout – 50-Pound Bags 100 Bag

0029AC Bentonite Chips – 50-Pound Bags 150 Bag

0029AD Filter Pack Sand For Piezometers and Monitoring Wells With #10-Slot Screens, 50-Pound Bags

20 Bag

0029AE Barite Drilling Additive – 50-Pound Bags 10 Bag

0030 Monitoring Well, Piezometer and Instrumentation Casing

0030AA Nominal 1” PVC Flush-Threaded Riser Pipe, Schedule 40, 10-ft. Section Length

140 Each

0030AB Nominal 1” PVC Flush-Threaded Well Screen, Continuous-Slot, #10-Slot Size, Schedule 40, 5-ft.

Section Length

30 Each

0030AC Nominal 2” PVC Flush-Threaded Riser Pipe, Schedule 40, 10-ft. Section Length

40 Each

0030AD Nominal 2” PVC Flush-Threaded Well Screen, Continuous-Slot, #10-Slot Size

10 Each

0030AE 4-Inch Protective Guard Posts 12 Each

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

0030AF 4-Inch Diameter Monitoring Well Protective Casing with Locking Cover

70 Foot

0030AG 6-Inch Diameter Monitoring Well Protective Casing with Locking

140 Foot

0030AH 8-Inch Diameter Monitoring Well Protective Casing with Locking Cover

35 Foot

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), floating plant, 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 or Contractor provided floating plant(s) on rivers, harbors, and lakes. Contractor provided work barge(s) shall, at a minimum, have 2 working spuds capable of holding the barge in place at a water depth of 40-feet. Barge(s) will be of sufficient size to be appropriate for the loading conditions and allow safe and stable access around all sides of the drilling equipment. A boat (push boat) to position the work barge may be necessary. A Contractor provided boat shall be equivalent to a 200 horsepower, twin engine array with push pads (push knees) to facilitate work barge to push boat connection. Depending upon work location both barge and boat may need to be transported over the road. The Contractor shall provide a competent boat pilot with the boat. Appropriate water safety gear to include personal flotation device for each crew member shall be included.

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 floating plant (barge unit) 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

Rental of Drill Rig A

FFP

EASTERN AREA

NET AMT

0001AA 200 Hours Drill Rig A - ATV Track Mounted

FFP

FOB: Destination

PSC CD: F021

0001AB 5 Each Mob/De-Mob of Drill Rig A

FFP

Rental of Drill Rig B

0002AA 120 Hours Drill Rig B - Flotation Tire 4WD ATV

FFP

0002AB 3 Each Mob/De-Mob of Drill Rig B

FFP

Rental of Drill Rig C

0003AA 200 Hours Drill Rig C - Truck-Mounted Geotech Rig

FFP

0003AB 5 Each Mob/De-Mob of Drill Rig C

FFP

Rental of Drill Rig D

0004AA 80 Hours Drill Rig D - Winch-Operated Skid Frame

FFP

0004AB 2 Each Mob/De-Mob of Drill Rig D

FFP

Rental of Drill Rig E

0005AA 80 Hours Drill Rig E - Portable (Hand Carried)

FFP

0005AB 2 Each Mob/De-Mob of Drill Rig E

FFP

Rental of Piezocone System

0006AA 200 Hours Piezocone (CPTu) system w/ Operator

FFP

0006AB 10 Each Mob/De-Mob of Piezocone System

FFP

Rental of Floating Plant

0007AA 120 Hours Work Barge

FFP

0007AB 120 Hours Push Boat

FFP

0007AC 4 Each Mob/De-Mob of Floating Plant

FFP

Assist with Pontoon Boat Operations

EASTERN AREA - Refer to Section 1: General, paragraph r.

0008AA 50 Hours Drill Operator

FFP

0008AB 50 Hours Drill Helper

FFP

0008AC 3 Each Mob/De-Mob of Personnel

FFP

0009 60 Hours Drill Helper

FFP

Samples

0010AA 10 Each 3-inch Thin-Wall Samples

FFP

0010AB 30 Each 5-inch Thin Wall Samples

FFP

0010AC 10 Each 3-inch Horslev Type Piston Samples

FFP

0010AD 50 Each 5-inch Horslev Type Piston Samples

FFP

0010AE 75 Foot NQ-3 or Equivalent Core Drilling in Rock

FFP

NQ-3 or Equivalent Core Drilling in Rock or Concrete

0010AF 100 Foot HQ-3 or Equivalent Core Drilling in Rock

FFP

HQ-3 or Equivalent Core Drilling in Rock or Concrete

0010AG 100 Foot HQ Wireline Core Drilling in Rock

FFP

HQ Wireline Core Drilling in Rock or Concrete

0010AH 100 Foot PQ-3 or Equivalent Core Drilling in Rock

FFP

PQ-3 or Equivalent Core Drilling in Rock or Concrete

0010AJ 50 Foot Double-tube Core Barrel for Core Drillin

FFP

Double-tube core barrel (6" x 7 3/4" or equivalent) for Core Drilling in Rock or Concrete

0011 160 Days Per Diem - Paid IAW JTR

FFP

To Be Paid In Accordance With Joint Travel Regulations

0012 10 Days Portable Steam Cleaner Rental

FFP

0013 10 Each DOT-Approved Drums for Contaminated Soil

FFP

DOT-Approved Containers (Drums) for Contaminated Soils, Drilling Fluid, or Decontamination Water

Backfill Material

0014AA 200 Bag Portland Cement - 94 lb Bags

FFP

0014AB 100 Bag High Solids Bentonite Grout - 50 lb Bags

FFP

0014AC 150 Bag Bentonite Chips - 50 lb Bags

FFP

0014AD 20 Bag Filter Pack Sand - 50 lb Bags

FFP

Filter Pack Sand For Piezometers and Monitoring Wells With #10-Slot Screens, 50-Pound Bags

0014AE 10 Bag Barite Drilling Additive - 50 lb Bags

FFP

Monitoring Well Casing

FFP

Monitoring Well, Piezometer and Instrumentation Casing

0015AA 140 Each 1" PVC Riser Pipe, Sched 40, 10 ft

FFP

Nominal 1” PVC Flush-Threaded Riser Pipe, Schedule 40, 10-ft. Section Length

0015AB 30 Each 1" PVC Well Screen, #10 Slot, S 40, 5 ft

FFP

Nominal 1” PVC Flush-Threaded Well Screen, Continuous-Slot, #10-Slot Size, Schedule 40, 5-ft. Section Length

0015AC 40 Each 2" PVC Riser Pipe, S 40, 10 ft

FFP

Nominal 2” PVC Flush-Threaded Riser Pipe, Schedule 40, 10-ft. Section Length

0015AD 10 Each 2" PVC Well Scrn, #10 Slot

FFP

Nominal 2” PVC Flush-Threaded Well Screen, Continuous-Slot, #10-Slot Size

0015AE 12 Each 4-inch Protective Guard Posts

FFP

0015AF 70 Foot 4" Diam Monitor Well Casing w/ Lock Covr

FFP

4-Inch Diameter Monitoring Well Protective Casing with Locking Cover

0015AG 140 Foot 6" Diam Monitor Well Casing w/ Lock Covr

FFP

6-Inch Diameter Monitoring Well Protective Casing with Locking Cover

0015AH 35 Foot 8" Diam Monitor Well Casing w/ Lock Covr

FFP

8-Inch Diameter Monitoring Well Protective Casing with Locking Cover

Rental of Drill Rig A

WESTERN AREA

0016AA 200 Hours Drill Rig A - ATV Track Mounted

FFP

0016AB 5 Each Mob/De-Mob of Drill Rig A

FFP

Rental of Drill Rig B

0017AA 120 Hours Drill Rig B - Flotation Tire 4WD ATV

FFP

0017AB 3 Each Mob/De-Mob of Drill Rig B

FFP

Rental of Drill Rig C

0018AA 200 Hours Drill Rig C - Truck-Mounted Geotech Rig

FFP

0018AB 5 Each Mob/De-Mob of Drill Rig C

FFP

Rental of Drill Rig D

0019AA 80 Hours Drill Rig D - Winch-Operated Skid Frame

FFP

0019AB 2 Each Mob/De-Mob of Drill Rig D

FFP

Rental of Drill Rig E

0020AA 80 Hours Drill Rig E - Portable (Hand Carried)

FFP

0020AB 2 Each Mob/De-Mob of Drill Rig E

FFP

Rental of Piezocone System

0021AA 200 Hours Piezocone (CPTu) system w/ Operator

FFP

0021AB 10 Each Mob/De-Mob of Piezocone System

FFP

Rental of Floating Plant

0022AA 120 Hours Work Barge

FFP

0022AB 120 Hours Push Boat

FFP

0022AC 4 Each Mob/De-Mob of Floating Plant

FFP

Assist with Pontoon Boat Operations

WESTERN AREA - Refer to Section 1: General, paragraph r.

0023AA 50 Hours Drill Operator

FFP

0023AB 50 Hours Drill Helper

FFP

0023AC 3 Each Mob/De-Mob of Personnel

FFP

0024 60 Hours Drill Helper

FFP

Samples

0025AA 10 Each 3-inch Thin-Wall Samples

FFP

0025AB 30 Each 5-inch Thin Wall Samples

FFP

0025AC 10 Each 3-inch Horslev Type Piston Samples

FFP

0025AD 50 Each 5-inch Horslev Type Piston Samples

FFP

0025AE 75 Foot NQ-3 or Equivalent Core Drilling in Rock

FFP

NQ-3 or Equivalent Core Drilling in Rock or Concrete

0025AF 100 Foot HQ-3 or Equivalent Core Drilling in Rock

FFP

HQ-3 or Equivalent Core Drilling in Rock or Concrete

0025AG 100 Foot HQ Wireline Core Drilling in Rock

FFP

HQ Wireline Core Drilling in Rock or Concrete

0025AH 100 Foot PQ-3 or Equivalent Core Drilling in Rock

FFP

PQ-3 or Equivalent Core Drilling in Rock or Concrete

0025AJ 50 Foot Double-tube Core Barrel for Core Drillin

FFP

Double-tube core barrel (6" x 7 3/4" or equivalent) for Core Drilling in Rock or Concrete

0026 160 Days Per Diem - Paid IAW JTR

FFP

To Be Paid In Accordance With Joint Travel Regulations

0027 10 Days Portable Steam Cleaner Rental

FFP

0028 10 Each DOT-Approved Drums for Contaminated Soil

FFP

DOT-Approved Containers (Drums) for Contaminated Soils, Drilling Fluid, or Decontamination Water

Backfill Material

0029AA 200 Bag Portland Cement - 94 lb Bags

FFP

0029AB 100 Bag High Solids Bentonite Grout - 50 lb Bags

FFP

0029AC 150 Bag Bentonite Chips - 50 lb Bags

FFP

0029AD 20 Bag Filter Pack Sand - 50 lb Bags

FFP

Filter Pack Sand For Piezometers and Monitoring Wells With #10-Slot Screens, 50-Pound Bags

0029AE 10 Bag Barite Drilling Additive - 50 lb Bags

FFP

Monitoring Well Casing

FFP

Monitoring Well, Piezometer and Instrumentation Casing

0030AA 140 Each 1" PVC Riser Pipe, Sched 40, 10 ft

FFP

Nominal 1” PVC Flush-Threaded Riser Pipe, Schedule 40, 10-ft. Section Length

0030AB 30 Each 1" PVC Well Screen, #10 Slot, S 40, 5 ft

FFP

Nominal 1” PVC Flush-Threaded Well Screen, Continuous-Slot, #10-Slot Size, Schedule 40, 5-ft. Section Length

0030AC 40 Each 2" PVC Riser Pipe, S 40, 10 ft

FFP

Nominal 2” PVC Flush-Threaded Riser Pipe, Schedule 40, 10-ft. Section Length

0030AD 10 Each 2" PVC Well Scrn, #10 Slot

FFP

Nominal 2” PVC Flush-Threaded Well Screen, Continuous-Slot, #10-Slot Size

0030AE 12 Each 4-inch Protective Guard Posts

FFP

0030AF 70 Foot 4" Diam Monitor Well Casing w/ Lock Covr

FFP

4-Inch Diameter Monitoring Well Protective Casing with Locking Cover

0030AG 140 Foot 6" Diam Monitor Well Casing w/ Lock Covr

FFP

6-Inch Diameter Monitoring Well Protective Casing with Locking Cover

0030AH 35 Foot 8" Diam Monitor Well Casing w/ Lock Covr

FFP

8-Inch Diameter Monitoring Well Protective Casing with Locking Cover

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

$5,000.00 $500,000.00

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

0001AA

0001AB

0002AA

0002AB

0003AA

0003AB

0004AA

0004AB

0005AA

0005AB

0006AA

0006AB

0007AA

0007AB

0007AC

0008AA

0008AB

0008AC

0010AA

0010AB

0010AC

0010AD

0010AE

0010AF

0010AG

0010AH

0010AJ

0014AA

0014AB

0014AC

0014AD

0014AE

0015AA

0015AB

0015AC

0015AD

0015AE

0015AF

0015AG

0015AH

0016AA

0016AB

0017AA

0017AB

0018AA

0018AB

0019AA

0019AB

0020AA

0020AB

0021AA

0021AB

0022AA

0022AB

0022AC

0023AA

0023AB

0023AC

0025AA

0025AB

0025AC

0025AD

0025AE

0025AF

0025AG

0025AH

0025AJ

0029AA

0029AB

0029AC

0029AD

0029AE

0030AA

0030AB

0030AC

0030AD

0030AE

0030AF

0030AG

0030AH

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 N/A N/A N/A N/A 0001AA N/A N/A N/A Government 0001AB N/A N/A N/A Government 0002 N/A N/A N/A N/A 0002AA N/A N/A N/A Government 0002AB N/A N/A N/A Government 0003 N/A N/A N/A N/A 0003AA N/A N/A N/A Government 0003AB N/A N/A N/A Government 0004 N/A N/A N/A N/A 0004AA N/A N/A N/A Government 0004AB N/A N/A N/A Government 0005 N/A N/A N/A N/A 0005AA N/A N/A N/A Government 0005AB N/A N/A N/A Government 0006 N/A N/A N/A N/A 0006AA N/A N/A N/A Government 0006AB N/A N/A N/A Government 0007 N/A N/A N/A N/A 0007AA N/A N/A N/A Government 0007AB N/A N/A N/A Government 0007AC…