Sample_Contract_and_Exhibits.pdf.crdownload

RATED CAPACITY INCLUDING ALL ATTACHMENTS. (HIGHWAY AND HEAVY ONLY)

LABOR CODE AND CLASS EFFECT DATE BASIC RATE FRINGE RATE TOTAL RATE

306 GRADER OR MOTOR PATROL

307 PILE DRIVING (HIGHWAY AND HEAVY ONLY)

308 TUGBOAT 100 H.P. AND OVER WHEN LICENSE REQUIRED (HIGHWAY AND HEAVY ONLY)

GROUP 3 2023-11-20 42.81 25.20 68.01

2024-04-29 45.01 26.40 71.41

309 ASPHALT BITUMINOUS STABILIZER PLANT

310 CABLEWAY

311 CONCRETE MIXER, STATIONARY PLANT (HIGHWAY AND HEAVY ONLY)

312 DERRICK (GUY OR STIFFLEG)(POWER)(SKIDS OR STATIONARY) (HIGHWAY AND HEAVY ONLY)

313 DRAGLINE, CRAWLER, HYDRAULIC BACKHOE (TRACK OR WHEEL MOUNTED) AND/OR SIMILAR

EQUIPMENT WITH SHOVEL-TYPE CONTROLS, UP TO THREE CUBIC YARDS MANUFACTURER.S RATED

CAPACITY INCLUDING ALL ATTACHMENTS (HIGHWAY AND HEAVY ONLY)

314 DREDGE OR ENGINEERS, DREDGE (POWER) AND ENGINEER

315 FRONT END LOADER, FIVE CUBIC YARDS AND OVER INCLUDING ATTACHMENTS. (HIGHWAY AND

HEAVY ONLY)

316 LOCOMOTIVE CRANE OPERATOR

317 MIXER (PAVING) CONCRETE PAVING, ROAD MOLE, INCLUDING MUCKING OPERATIONS, CONWAY OR

SIMILAR TYPE

318 MECHANIC . WELDER ON POWER EQUIPMENT (HIGHWAY AND HEAVY ONLY)

319 TRACTOR . BOOM TYPE (HIGHWAY AND HEAVY ONLY)

320 TANDEM SCRAPER

321 TRUCK CRANE . CRAWLER CRANE (HIGHWAY AND HEAVY ONLY)

322 TUGBOAT 100 H.P AND OVER (HIGHWAY AND HEAVY ONLY)

GROUP 4 2023-11-20 42.49 25.20 67.69

2024-04-29 44.67 26.40 71.07

323 AIR TRACK ROCK DRILL

324 AUTOMATIC ROAD MACHINE (CMI OR SIMILAR) (HIGHWAY AND HEAVY ONLY)

325 BACKFILLER OPERATOR

326 CONCRETE BATCH PLANT OPERATOR (HIGHWAY AND HEAVY ONLY)

327 BITUMINOUS ROLLERS, RUBBER TIRED OR STEEL DRUMMED (EIGHT TONS AND OVER)

328 BITUMINOUS SPREADER AND FINISHING MACHINES (POWER), INCLUDING PAVERS, MACRO SURFACING

AND MICRO SURFACING, OR SIMILAR TYPES (OPERATOR AND SCREED PERSON)

329 BROKK OR R.T.C. REMOTE CONTROL OR SIMILAR TYPE WITH ALL ATTACHMENTS

330 CAT CHALLENGER TRACTORS OR SIMILAR TYPES PULLING ROCK WAGONS, BULLDOZERS AND

SCRAPERS

331 CHIP HARVESTER AND TREE CUTTER

332 CONCRETE DISTRIBUTOR AND SPREADER FINISHING MACHINE, LONGITUDINAL FLOAT, JOINT

MACHINE, AND SPRAY MACHINE

333 CONCRETE MIXER ON JOBSITE (HIGHWAY AND HEAVY ONLY)

334 CONCRETE MOBIL (HIGHWAY AND HEAVY ONLY)

335 CRUSHING PLANT (GRAVEL AND STONE) OR GRAVEL WASHING, CRUSHING AND SCREENING PLANT

336 CURB MACHINE

337 DIRECTIONAL BORING MACHINE

338 DOPE MACHINE (PIPELINE)

339 DRILL RIGS, HEAVY ROTARY OR CHURN OR CABLE DRILL (HIGHWAY AND HEAVY ONLY)

340 DUAL TRACTOR

341 ELEVATING GRADER

342 FORK LIFT OR STRADDLE CARRIER (HIGHWAY AND HEAVY ONLY)

343 FORK LIFT OR LUMBER STACKER (HIGHWAY AND HEAVY ONLY)

344 FRONT END, SKID STEER OVER 1 TO 5 C YD

345 GPS REMOTE OPERATING OF EQUIPMENT

346 HOIST ENGINEER (POWER) (HIGHWAY AND HEAVY ONLY)

347 HYDRAULIC TREE PLANTER

348 LAUNCHER PERSON (TANKER PERSON OR PILOT LICENSE)

349 LOCOMOTIVE (HIGHWAY AND HEAVY ONLY)

350 MILLING, GRINDING, PLANNING, FINE GRADE, OR TRIMMER MACHINE

351 MULTIPLE MACHINES, SUCH AS AIR COMPRESSORS, WELDING MACHINES, GENERATORS, PUMPS

(HIGHWAY AND HEAVY ONLY)

352 PAVEMENT BREAKER OR TAMPING MACHINE (POWER DRIVEN) MIGHTY MITE OR SIMILAR TYPE

353 PICKUP SWEEPER, ONE CUBIC YARD AND OVER HOPPER CAPACITY(HIGHWAY AND HEAVY ONLY)

354 PIPELINE WRAPPING, CLEANING OR BENDING MACHINE

355 POWER PLANT ENGINEER, 100 KWH AND OVER (HIGHWAY AND HEAVY ONLY)

356 POWER ACTUATED HORIZONTAL BORING MACHINE, OVER SIX INCHES

357 PUGMILL

358 PUMPCRETE (HIGHWAY AND HEAVY ONLY)

359 RUBBER-TIRED FARM TRACTOR WITH BACKHOE INCLUDING ATTACHMENTS (HIGHWAY AND HEAVY

ONLY)

360 SCRAPER

361 SELF-PROPELLED SOIL STABILIZER

362 SLIP FORM (POWER DRIVEN) (PAVING)

363 TIE TAMPER AND BALLAST MACHINE

364 TRACTOR, BULLDOZER (HIGHWAY AND HEAVY ONLY)

365 TRACTOR, WHEEL TYPE, OVER 50 H.P. WITH PTO UNRELATED TO LANDSCAPING (HIGHWAY AND

HEAVY ONLY)

366 TRENCHING MACHINE (SEWER, WATER, GAS) EXCLUDES WALK BEHIND TRENCHER (HIGHWAY AND

HEAVY ONLY)

367 TUB GRINDER, MORBARK, OR SIMILAR TYPE

368 WELL POINT DISMANTLING OR INSTALLATION (HIGHWAY AND HEAVY ONLY)

GROUP 5 2023-11-20 39.33 25.20 64.53

2024-04-29 41.36 26.40 67.76

369 AIR COMPRESSOR, 600 CFM OR OVER (HIGHWAY AND HEAVY ONLY)

370 BITUMINOUS ROLLER (UNDER EIGHT TONS)

371 CONCRETE SAW (MULTIPLE BLADE) (POWER OPERATED)

372 FORM TRENCH DIGGER (POWER)

373 FRONT END, SKID STEER UP TO 1C YD

374 GUNITE GUNALL (HIGHWAY AND HEAVY ONLY)

375 HYDRAULIC LOG SPLITTER

376 LOADER (BARBER GREENE OR SIMILAR TYPE)

377 POST HOLE DRIVING MACHINE/POST HOLE AUGER

378 POWER ACTUATED AUGER AND BORING MACHINE

379 POWER ACTUATED JACK

380 PUMP (HIGHWAY AND HEAVY ONLY)

381 SELF-PROPELLED CHIP SPREADER (FLAHERTY OR SIMILAR)

382 SHEEP FOOT COMPACTOR WITH BLADE . 200 H.P. AND OVER

383 SHOULDERING MACHINE (POWER) APSCO OR SIMILAR TYPE INCLUDING SELF-PROPELLED SAND AND

CHIP SPREADER

384 STUMP CHIPPER AND TREE CHIPPER

385 TREE FARMER (MACHINE)

GROUP 6 2023-11-20 38.06 25.20 63.26

2024-04-29 40.02 26.40 66.42

387 CAT, CHALLENGER, OR SIMILAR TYPE OF TRACTORS, WHEN PULLING DISK OR ROLLER

388 CONVEYOR (HIGHWAY AND HEAVY ONLY)

389 DREDGE DECK HAND

390 FIRE PERSON OR TANK CAR HEATER (HIGHWAY AND HEAVY ONLY)

391 GRAVEL SCREENING PLANT (PORTABLE NOT CRUSHING OR WASHING)

392 GREASER (TRACTOR) (HIGHWAY AND HEAVY ONLY)

393 LEVER PERSON

394 OILER (POWER SHOVEL, CRANE, TRUCK CRANE, DRAGLINE, CRUSHERS, AND MILLING MACHINES, OR

OTHER SIMILAR HEAVY EQUIPMENT) (HIGHWAY AND HEAVY ONLY)

395 POWER SWEEPER

396 SHEEP FOOT ROLLER AND ROLLERS ON GRAVEL COMPACTION, INCLUDING VIBRATING ROLLERS

397 TRACTOR, WHEEL TYPE, OVER 50 H.P., UNRELATED TO LANDSCAPING

TRUCK DRIVERS

GROUP 1 2023-11-20 29.00 13.00 42.00

601 MECHANIC . WELDER

602 TRACTOR TRAILER DRIVER

603 TRUCK DRIVER (HAULING MACHINERY INCLUDING OPERATION OF HAND AND POWER OPERATED

WINCHES)

GROUP 2 2023-11-20 31.00 13.00 44.00

604 FOUR OR MORE AXLE UNIT, STRAIGHT BODY TRUCK

GROUP 3 2023-11-20 26.50 13.00 39.50

605 BITUMINOUS DISTRIBUTOR DRIVER

606 BITUMINOUS DISTRIBUTOR (ONE PERSON OPERATION)

607 THREE AXLE UNITS

GROUP 4 2023-11-20 22.00 6.91 28.91

608 BITUMINOUS DISTRIBUTOR SPRAY OPERATOR (REAR AND OILER)

609 DUMP PERSON

610 GREASER

611 PILOT CAR DRIVER

612 RUBBER-TIRED, SELF-PROPELLED PACKER UNDER 8 TONS

613 TWO AXLE UNIT

614 SLURRY OPERATOR

615 TANK TRUCK HELPER (GAS, OIL, ROAD OIL, AND WATER)

616 TRACTOR OPERATOR, UNDER 50 H.P.

SPECIAL CRAFTS

701 HEATING AND FROST INSULATORS 2023-11-20 43.90 23.05 66.95

702 BOILERMAKERS 2023-11-20 44.37 30.55 74.92

2024-01-01 46.00 31.93 77.93

703 BRICKLAYERS 2023-11-20 36.49 20.24 56.73

704 CARPENTERS 2023-11-20 43.58 27.91 71.49

2024-05-01 47.08 27.91 74.99

705 CARPET LAYERS (LINOLEUM) FOR RATE CALL 651-284-5091 OR EMAIL

DLI.PREVWAGE@STATE.MN.US

706 CEMENT MASONS 2023-11-20 45.17 24.22 69.39

2024-04-29 48.57 24.22 72.79

707 ELECTRICIANS 2023-11-20 52.00 32.80 84.80

711 GROUND PERSON 2023-11-20 35.60 18.55 54.15

mailto:DLI.PREVWAGE@STATE.MN.US?subject=Prevailing Wage Rate Request (Highway and Heavy) -- 705/CARPET LAYERS (LINOLEUM)

712 IRONWORKERS 2023-11-20 43.00 34.11 77.11

2024-04-28 46.00 34.11 80.11

713 LINEMAN 2023-11-20 50.86 23.06 73.92

714 MILLWRIGHT 2023-11-20 37.13 30.28 67.41

715 PAINTERS (INCLUDING HAND

BRUSHED, HAND SPRAYED, AND

THE TAPING OF PAVEMENT

MARKINGS)

2023-11-20 38.25 21.24 59.49

716 PILEDRIVER (INCLUDING

VIBRATORY DRIVER OR

EXTRACTOR FOR PILING AND

SHEETING OPERATIONS)

2023-11-20 43.53 27.91 71.44

2024-05-01 47.03 27.91 74.94

717 PIPEFITTERS . STEAMFITTERS 2023-11-20 52.48 34.76 87.24

2024-05-01 55.68 34.76 90.44

719 PLUMBERS 2023-11-20 45.01 22.94 67.95

721 SHEET METAL WORKERS 2023-11-20 40.88 25.10 65.98

723 TERRAZZO WORKERS FOR RATE CALL 651-284-5091 OR EMAIL

DLI.PREVWAGE@STATE.MN.US

724 TILE SETTERS FOR RATE CALL 651-284-5091 OR EMAIL

DLI.PREVWAGE@STATE.MN.US

725 TILE FINISHERS FOR RATE CALL 651-284-5091 OR EMAIL

DLI.PREVWAGE@STATE.MN.US

727 WIRING SYSTEM TECHNICIAN 2023-11-20 44.61 20.16 64.77

728 WIRING SYSTEMS INSTALLER 2023-11-20 31.25 16.34 47.59

729 ASBESTOS ABATEMENT WORKER 2023-11-20 37.63 23.36 60.99

2024-01-01 39.86 24.11 63.97

730 SIGN ERECTOR FOR RATE CALL 651-284-5091 OR EMAIL

DLI.PREVWAGE@STATE.MN.US

mailto:DLI.PREVWAGE@STATE.MN.US?subject=Prevailing Wage Rate Request (Highway and Heavy) -- 723/TERRAZZO WORKERS mailto:DLI.PREVWAGE@STATE.MN.US?subject=Prevailing Wage Rate Request (Highway and Heavy) -- 724/TILE SETTERS mailto:DLI.PREVWAGE@STATE.MN.US?subject=Prevailing Wage Rate Request (Highway and Heavy) -- 725/TILE FINISHERS mailto:DLI.PREVWAGE@STATE.MN.US?subject=Prevailing Wage Rate Request (Highway and Heavy) -- 730/SIGN ERECTOR

Rev. July 2023 SWIFT Event # 2000015680

Exhibit A, Supplement 2

FIRST-TIER SUBCONTRACTORS LIST

THIS FORM MUST BE COMPLETED PRIOR TO CONTRACT EXECUTION

PROJECT NUMBER: SWIFT Event # 2000015680 PROJECT NAME: STORMWATER CULVERT REPAIR AND SITE RESTORATION – LINDALA CLOSED LANDFILL

FIRST TIER SUBCONTRACTOR NAMES

(Legal name of company as registered with the Secretary of State)

Name of city where company home office is located

% of value of Contract

Is the First Tier Subcontractor a

TG/ED/VO?

Attach additional sheets as needed for submission of all first-tier subcontractors.

TG/ED/ VO = Certified Targeted Group Business, Economically Disadvantaged Business, and Veteran-Owned Business

I certify by signing this form under oath that I am an owner or officer of the company, and that:

All first-tier subcontractors listed above have verified through a signed statement under oath by an owner or officer that they meet the minimum criteria to be a responsible contractor as defined in Minn. Stat. § 16C.285. A prime contractor shall submit to the contracting authority upon request copies of the signed verifications of compliance from all subcontractors of any tier and motor carriers, pursuant to subdivision 3, clause (7).

Authorized Signature of Owner or Officer Company Name

Print Name Date

Title

Rev. July 2023 SWIFT Event # 2000015680

Exhibit A, Supplement 3

ADDITIONAL SUBCONTRACTORS LIST

SUBMIT WITHIN 14 DAYS OF RETAINING ADDITIONAL SUBCONTRACTORS DURING PROJECT

This form must be submitted to the Project Manager or individual as identified in the solicitation document.

See Minn. Stat. § 16C.285, subd. 5.

FIRST TIER SUBCONTRACTOR NAMES

(Legal name of company as registered with the Secretary of State)

Name of city where company home office is located

% of value of Contract

Is the First Tier Subcontractor a

TG/ED/VO?

Attach additional sheets as needed for submission of all first-tier subcontractors.

TG/ED/ VO = Certified Targeted Group Business, Economically Disadvantaged Business, and Veteran-Owned Business

I certify by signing this form under oath that I am an owner or officer of the company, and that:

All additional subcontractors listed above verified through a signed statement under oath by an owner or officer that they meet the minimum criteria to be a responsible contractor as defined in Minn. Stat. § 16C.285. A prime contractor shall submit to the contracting authority upon request copies of the signed verifications of compliance from all subcontractors of any tier and motor carriers, pursuant to subdivision 3, clause (7).

Authorized Signature of Owner or Officer Company Name

Print Name Date

Title

Rev. July 2023 SWIFT Event # 2000015680

Exhibit B: Construction Insurance Requirements

The Contractor shall maintain insurance to cover claims which may arise from operations under this Contract, whether such operations are by the Contractor, their Subcontractor, or by anyone directly or indirectly employed under this Contract.

The Contractor shall not commence work under the Contract until they have obtained all the insurance described below and the State of Minnesota has approved such insurance. The Contractor, under this Contract, can provide applicable services to the State of Minnesota and/or CPV members, hereinafter referred to as Owner.

All policies shall remain in force and effect throughout the term of the Contract.

REQUIREMENTS FOR THE CONTRACTOR:

The Contractor’s policy(ies) shall be primary and non-contributory insurance to any other valid and collectible insurance available to the state of Minnesota with respect to any claim arising out of this Contract.

The Contractor is responsible for payment of Contract related insurance premiums and deductibles.

Insurance companies must either (1) have an AM Best rating of A- (minus) and a Financial Size Category of VII or better, and be authorized to do business in the State of Minnesota or (2) be domiciled in the State of Minnesota and have a Certificate of Authority/Compliance from the MN Department of Commerce if they are not rated by AM Best.

Certificates of Insurance acceptable to the State of Minnesota shall be submitted prior to commencement of the work under this contract. If Contractor receives a cancellation notice from an insurance carrier affording coverage herein, Contractor agrees to notify the State of Minnesota within five (5) business days with a copy of the cancellation notice, unless Contractor’s policy(ies) contain a provision that coverage afforded under the policy(ies) will not be cancelled without at least thirty (30) days advance written notice to the State of Minnesota.

NOTICE TO THE CONTRACTOR:

The failure of the State of Minnesota to obtain Certificate(s) of Insurance, for the policies or renewals thereof or failure of the insurance company to notify the State of the cancellation of policies required under this Contract shall not constitute a waiver by the Owner to the Contractor to provide such insurance.

The Owner will reserve the right to immediately terminate the Contract if the Contractor is not in compliance with the insurance requirements, and the Owner retains all rights to pursue any legal remedies against the Contractor. In the event of a claims dispute, all insurance policies must be open to inspection by the state, and copies of policies must be submitted to state’s authorized agent upon written request.

The insurance and insurance limits required herein shall not be deemed as a limitation on the Contractor’s liability with regard to the indemnities granted to the Owner under the contract.

NOTICE TO INSURER:

The Contractor’s insurance company waives its right to assert the immunity of the State as a defense to any claims made under said insurance. Contractor’s insurance company is notified that the liability of their policyholder is not limited by statute, and as a result, they are precluded from limiting claim payments based on any assumption that they are protected by immunity of the State.

Rev. July 2023 SWIFT Event # 2000015680

Coverage under the General Liability policy(ies) of the Contractor will be as broadly construed for the Owner as is available to the Contractor.

The liability limits specified by the contract are the minimum limits required, and any and all additional limits provided to the Contractor will be available on an excess, umbrella or other basis, to the Additional Insured for any and all covered claims.

POLICY REQUIREMENTS:

Workers’ Compensation Insurance:

Contractor shall provide workers’ compensation insurance for all employees and shall require any Subcontractor to provide workers’ compensation insurance in accordance with the statutory requirements of the State of Minnesota and must include:

Part 2, Employers Liability including Stop Gap Liability for monopolistic states, at limits of not less than:

$100,000 – Bodily Injury by disease per employee $500,000 – Bodily Injury by disease aggregate $100,000 – Bodily Injury by accident

Coverage C: All States Coverage

• If applicable, USL&H, Maritime, Voluntary and Foreign Coverage.

• A waiver of subrogation in favor of the State of Minnesota, as Owner.

If Contactor is self-insured for its obligation under the Workers’ Compensation Statutes in the jurisdiction where the project is located, a Certification of the Authority to Self-Insure such obligations shall be provided.

Evidence of Subcontractor insurance shall be filed with the Contractor.

Statutory Compensation Coverage. If Minn. Stat. § 176.041 exempts the Contractor from Workers’ Compensation insurance or if the Contractor has no employees in the State of Minnesota, the Contractor must provide a written statement, signed by the authorized signer of the Contract, stating the qualifying exemption that excluded the Contractor from MN Workers’ Compensation requirements.

If, during the course of the Contract, the Contractor becomes eligible for Workers’ Compensation, the Contractor must comply with the Workers’ Compensation Insurance requirements included herein and provide the State of Minnesota with a certificate of insurance.

Automobile Liability Insurance:

The Contractor shall maintain insurance to cover liability arising out of the operations, use, or maintenance of all owned, non-owned, and hired automobiles.

Minimum Limits of Liability:

$2,000,000 - Per Occurrence combined Single Limit Bodily Injury and Property Damage

Coverages:

Rev. July 2023 SWIFT Event # 2000015680

• Owned Automobile

• Non-owned Automobile

• Hired Automobile

• Waiver of subrogation in favor of the State of Minnesota

• CA 9948 Endorsement – Pollution Liability – Broadened Coverage (or equivalent) o CA 9948 is an endorsement that is attached to an Automobile Liability policy for Contractors who are handling pollutants. This endorsement extends the Automobile Liability policy to cover liabilities incurred as a result of the discharge, dispersal, seepage, migration, release or escape of pollutants that are part of the contract work, which are being transported, towed by, handled, stored, disposed of or processed in or upon a covered vehicle, if they are upset or overturned.

• MCS 90 Endorsement o MCS-90 is an endorsement that is attached to the Automobile Liability policy of motor carriers as set forth by the Motor Carrier Act of 1980. The endorsement assures compliance by the insured, within the limits stated therein, with Sections 29 and 30 of the Motor Carrier Act of 1980 and the rules and regulations of the Federal Highway Administration (FHWA) and the Interstate Commerce Commission (ICC).

Commercial General Liability:

The Contractor shall maintain insurance to cover claims arising from operations under this Contract, whether such claims are by the Contractor, Subcontractor, Sub-Subcontractor or by anyone directly or indirectly employed under this Contract.

Minimum Limits of Liability:

$2,000,000 - Per Occurrence $2,000,000 - Annual Aggregate $2,000,000 - Annual Aggregate applying to Products and Completed Operations $50,000 - Fire Damage (any one fire) $5,000 - Medical Expense (any one person per occurrence)

Coverages

• Premises and Operations Bodily Injury and Property Damage

• Personal Injury & Advertising Injury

• Products and Completed Operations Liability

• Contractual Liability as provided in ISO form CG 00 01 04 13 or its equivalent.

• Pollution exclusion with standard exception as per Insurance Services Office

• (ISO) Commercial General Liability Coverage Form – CG 00 01 04 13 or equivalent

• Independent Contractors – Let or Sublet work

• Waiver of Subrogation in favor of the State of Minnesota

• Officers and Employees of the State of Minnesota shall be named as Additional Insureds, to the extent permitted by law, for claims arising out of the Contractor’s negligence or the negligence of those for whom the Contractor is responsible for both ongoing and completed operations.

Contractor agrees its coverage will not contain any restrictive endorsement(s) excluding or limiting Broad Form Property Damage (BFPD) or Explosion, Collapse, Underground (XCU).

Rev. July 2023 SWIFT Event # 2000015680

UMBRELLA OR EXCESS LIABILITY

An Umbrella or Excess Liability insurance policy may be used to supplement the Contractor’s policy limit to satisfy the full policy limits required by the Contract.

Officers and Employees of the State of Minnesota shall be named as Additional Insureds, to the extent permitted by law, for claims arising out of the Contractor’s negligence or the negligence of those for whom the Contractor is responsible for both ongoing and completed operations.

POLLUTION LIABILITY INSURANCE

The Contractor shall maintain Pollution Liability insurance (or equivalent pollution liability coverage endorsed on another form of liability coverage, such as general liability or professional errors and omissions policy) and in case any work is subcontracted, the Contractor will require the subcontractor to provide Pollution Liability insurance, unless the requirement is noted as waived in these specifications for specific types of work. Unless otherwise specified, the insurance minimum limits of liability shall be as follows:

$2,000,000 – Per Occurrence $2,000,000 – Annual Aggregate

The following coverages shall be included:

• Policy will include non-owned disposal site Pollution Liability.

• Policy will not contain a lead exclusion.

• Waiver of subrogation in favor of the State of Minnesota

Officers and Employees of the State of Minnesota shall be named as Additional Insureds, to the extent permitted by law, for claims arising out of the Contractor’s negligence or the negligence of those for whom the Contractor is responsible for both ongoing and completed operations.

Rev. July 2023 SWIFT Event # 2000015680

Exhibit C: Specifications, Duties, and Scope of Work

The work covered under this Contract shall consist of the labor, equipment, materials, tools, transportation and incidentals necessary to perform the services, as described below.

The Lindala Closed Landfill operated from 1973 to 1990 with final cover construction completed in 2000 during which a passive gas venting system was installed. Two washouts were observed at and adjacent to manhole MH #3. Two areas of the landfill cover require reseeding due to poor vegetative growth following previous repair work. Services shall include the excavation and replacement of damaged stormwater control piping, securing piping to a manhole, reseeding of landfill cover areas, and restoration of disturbed areas. Attachment A includes figures which display the layout of the Site, identify seeding and pipe repair locations/details, and provide information on as-constructed conditions at the site.

LOCATION OF WORK: Lindala Closed Landfill (Site), 5407 County Road 3 Northwest, Annandale, Minnesota, 55302.

CONTRACTOR – A contractor for the State of Minnesota hired to perform the scope of services included in this Contract.

MPCA CONTRACTOR – A contractor for the State of Minnesota (GHD Services, Inc.) hired as MPCA’s representative to oversee and provide contract administration for the scope of services included in this Contract.

CONTACT: All inquiries, information, and coordination with the Owner relating to the scheduling of work, use of the site, and similar matters shall be directed to MPCA Contractor:

Johan Hedblom GHD Services, Inc.

900 Long Lake Rd, Ste # 200 St. Paul, MN 55112 Ph. 612-524-6839 Email: johan.hedblom@ghd.com

SCHEDULE/TIME OF COMPLETION - CONTRACTOR shall commence work upon receipt of both the executed copy of the CONTRACT and notification by the MPCA CONTRACTOR to commence work. The project shall be substantially complete by June 22, 2024. Final completion is June 22, 2024.

Substantial Completion – Defined to consist of all site work with the exception of vegetation maintenance and establishment, and certification of final off-site disposal of waste(s) if required.

Final Completion – Defined to consist of all site work, submittals, and final acceptance by STATE CONTRTACTOR for full performance of the work of this Contract.

PART 1 GENERAL

DESCRIPTION OF WORK

The Works include but are not limited to the following:

• Project startup including mobilization to the Site.

• Development, implementation, and maintenance of a Site-Specific Health and Safety Plan.

• Excavation to depth of damaged corrugated polyethylene pipe (CPEP).

• Replacement of damaged CPEP.

• Grouting CPEP to manhole connections and pipe couplings.

• Backfill of excavation and import of fill material.

• Grading of backfilled areas to maintain drainage and match existing grades.

• Site restoration and seeding of work areas.

Rev. July 2023 SWIFT Event # 2000015680

• Additional seeding of 0.22-acres shown on Figures.

• Demobilization and closeout.

EXISTING CONDITIONS

• Investigation has found that the 12-inch CPEP inlet piping failed approximately 18-feet uphill of the manhole, resulting in a washout approximately 30-inches in diameter by 30-inches in depth to the top of the damaged pipe. This piping is located above the landfill geosynthetic cover.

• A second washout is beginning to form immediately adjacent to manhole MH #3 on the downhill side.

Investigation shows that the 12-inch CPEP inlet piping and 24-inch CPEP outlet piping have collapsed at the piping penetrations into the manhole due to the load of overlying soils.

• There are two areas on top of the landfill cover totaling approximately 0.22-acres in size which were disturbed during previous settlement repair work. These areas require additional seeding due to poor growth realized following the previous work.

FIGURES

• Attachment A includes figures detailing existing conditions at the Site and repair details including the following:

o Figure 1 – Site Overview o Figure 2 – Culvert and Seeding Repairs Locations o Figure 3 – As-Constructed Manhole Details o Figure 4 – Piping Layout o Site Photos

ADMINISTRATIVE REQUIREMENTS

Mobilization and Startup

• Do not mobilize to the Site without MPCA CONTRACTOR’s prior written authorization. Ensure insurance as required by the Contract Documents is in full force.

• Perform planning and scheduling activities as necessary for the performance of the Works.

• Purchase materials and mobilize equipment, supplies, and incidentals to the Site.

• Furnish submittals as required by these Specifications.

Coordination:

• Do not deliver material or equipment of any kind to the Site until approval in writing has been applied for and obtained by CONTRACTOR from MPCA CONTRACTOR.

Submittals:

• Unless directed otherwise, transmit submittals as electronic (pdf) files to MPCA CONTRACTOR’s representative, Johan Hedblom via email at Johan.Hedblom@ghd.com.

• Site-specific Health and Safety Plan: Submit within 7 days after Notice to Proceed from MPCA CONTRACTOR.

• Product Data:

o Submit manufacturer’s catalog information.

o Submit topsoil, rooting soil, and sand Supplier’s Certificates indicating that material meets or exceeds specified requirements.

o Submit laboratory testing reports for Maximum Dry Density, Moisture Content and Optimum Moisture

Content indicating that imported sand material meets or exceeds specified requirements. CONTRACTOR is responsible for sample coordination and payment of analysis.

o Submit laboratory testing reports for pH and Organic Matter indicating that imported topsoil material meets or exceeds specified requirements. CONTRACTOR is responsible for sample coordination and payment of analysis.

mailto:Johan.Hedblom@ghd.com

Rev. July 2023 SWIFT Event # 2000015680

• Detailed Plan: Prior to mobilization to the Site, submit a detailed plan demonstrating compliance with specified requirements:

o Guidance: Work will be done in accordance with all local, state, and federal guidance. CONTRACTOR will be responsible for obtaining necessary permits, if applicable.

o CPEP repairs: Include methods, procedures, and equipment to be used to excavate, replace piping, and grout piping into manhole.

o Backfill: Include methods, procedures, and equipment to be used to perform backfilling and compaction.

• Transportation and Disposal (if waste is encountered):

o Submit for review and approval a proposal for transportation and disposal of materials 14 days prior to transportation and disposal of materials from the Site. Include relevant transporter and treatment, storage, or disposal facility (TSDF) identification and regulatory classification and status, methods of transportation and disposal, contingency plans for spills during transportation, and schedule for transportation and disposal. Identify TSDF-specific requirements for waste profiling sampling and analyses to determine acceptance.

o For each TSDF accepted by OWNER, provide TSDF requirements to MPCA CONTRACTOR including:

Any TSDF specific packaging requirements for shipments.

TSDF restrictions by waste stream which may cause rejection of transported materials.

Any waste stream specific pre-approvals required by federal or state agencies prior to acceptance of waste stream by TSDF.

Restrictions on delivery schedules.

Type and frequency of routine additional sampling and analysis of materials by waste stream which are required during transport and disposal activities prior to delivery to TSDF.

Additional sampling and analysis of materials that will be conducted by TSDF during receipt of shipments to verify waste profiles.

Each TSDF shall disclose the name and telephone number of the contact at the lead agency responsible for TSDF primary permits who has knowledge of and can verify the existence of existing corrective action programs which may impact the ability of TSDF to accept materials from the Site.

o Agency Approvals: For any waste stream requiring agency pre-approval, provide letters of approval from applicable federal and state agencies which approve the disposal of materials from the Site at each proposed TSDF 7 days prior to off Site transportation of materials.

o Operating Licenses and Permits:

Include letter from each proposed TSDF stating that it is in compliance with its federal, state, and local permits and that permits are current for the duration of the off-Site disposal activities from the Site. Provide letter 7 days prior to commencing transportation of materials from the Site.

Include copies of valid operating licenses and permits from each transporter for each proposed transport vehicle/container 7 days prior to entry to the Site.

o Shipping and Disposal Documents:

Include blank sample forms of proposed shipping and disposal documents at least 7 days prior to use.

Include complete copies of waste profiles.

Include completed copies of shipping and disposal documents including manifests and/or bills of lading on standard approved forms, including a copy of each form signed by the transporter prior to leaving the Site and a copy of each form signed by TSDF accepting the shipment.

Use shipping and disposal documents of consignment state where so required. Obtain shipping documents from consignment state 7 days prior to shipment from the Site.

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Include completed certificates of disposal/destruction/treatment/recycle as applicable and issued by the TSDF following acceptance and final disposition of the shipment.

• Identify the Project, CONTRACTOR, Subcontractor, or Supplier.

• Except as specified otherwise, for each submittal allow 3 days for review. Coordinate submission of related items.

• Make corrections to each submittal required by MPCA CONTRACTOR. Promptly revise and resubmit each submittal and submit new submittals required by such correction; identify changes made since previous submission and changes other than those requested by MPCA CONTRACTOR.

• Requirements of this article shall apply to all required submittals.

QUALITY REQUIREMENTS

• Monitor quality control over Suppliers, manufacturers, products, services, Site conditions, and workmanship, to produce Works of specified quality.

• Comply with manufacturers' instructions, including each step in sequence.

• Should manufacturers' instructions conflict with the Contract Documents, request clarification from MPCA

CONTRACTOR before proceeding.

TEMPORARY BARRIERS AND ENCLOSURES

Barriers/Fencing:

• Provide barriers to prevent unauthorized entry to construction areas and to protect adjacent structures from damage from CONTRACTOR’s operations.

• Enforce and require that workers and visitors observe and respect the limits marked with temporary fencing.

Security:

• Comply with OWNER’s security procedures to include locking of Site entrance gate and protection of excavations.

• Keep access gate to the Site closed except for passage of authorized personnel and vehicles.

TEMPORARY CONTROLS

Water Control:

• Maintain excavations free of water. Provide, operate, and maintain pumping equipment. If waste is encountered within excavations, provide 55-gallon drums as required to containerize dewatering and decontamination liquids.

EXECUTION REQUIREMENTS

Examination:

• Prior to commencement of work at the Site, inspect the Site with MPCA CONTRACTOR to review and establish the condition of surface features including existing roads, wells, trees and other plants, grassed areas, fencing, and service poles.

• Verify that existing Site conditions and substrate surfaces are acceptable for subsequent work. Beginning new work means acceptance by CONTRACTOR of existing conditions.

Restoration:

• As a minimum, restoration shall mean replacement, repairs, or reconstruction to a condition at least as good as or better than the condition prior to commencement of the Works.

• Except where specifically required otherwise by other Sections, restore areas of the Works and areas affected by the performance of the Works to conditions that existed prior to commencement of the Works and to match condition of similar adjacent, undisturbed areas. Trees, shrubs, and/or brush removed from the areas of the Works do not need to be restored or replaced.

• Ensure that restored areas match existing grade and surface drainage characteristics, except as otherwise specified, and ensure a smooth transition from restored surfaces to existing surfaces.

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• Without limiting the generality of the foregoing or other requirements of the Contract Documents, preserve and protect existing features encountered at the Site during the performance of the Works.

HEALTH AND SAFETY

• CONTRACTOR's Site-specific Health and Safety Plan:

o Within 7 days after the date of the Notice to Proceed and prior to mobilization to the Site, submit a Site-specific Health and Safety Plan (HASP). As a minimum, include the following:

A safety and health risk or hazard analysis for each Site task and operation.

Personnel training requirements.

A personal protective equipment (PPE) program.

Site control measures to be employed at the Site.

4-gas monitor and PID calibration and operation procedures.

Confined space entry procedures.

Emergency procedures.

• MPCA CONTRACTOR will review CONTRACTOR'S Site-specific HASP and provide comments to CONTRACTOR within 7 days after receipt.

• Conduct all Project activities in accordance with OSHA Standards and Regulations contained in Title 29, Code of Federal Regulations, Parts 1910 and 1926 (29 CFR 1910 and 1926).

• Be responsible for the safety of persons and property on the Site and for the protection of persons off the Site and the environment to the extent that they may be affected by the conduct of the Works. Comply with and enforce compliance by CONTRACTOR employees and employees of CONTRACTOR's Representatives with safety requirements of the Contract Documents and Laws and Regulations. CONTRACTOR acknowledges that safety and environmental protection obligations are of paramount importance regarding all of the work to be performed under the Contract.

• Should any unforeseen or Site-specific safety related factor, hazard, or condition become evident during the performance of the Works at the Site, it shall be CONTRACTOR's responsibility to bring such to the attention of MPCA CONTRACTOR, as quickly as possible for resolution. In the interim, take prudent action to establish and maintain safe working conditions and to safeguard persons, property, and the environment.

• Hazardous Waste Requirements:

o Comply with the requirements of OSHA's "Hazard Communication" rules, 29 CFR 1910.120 and 29 CFR

1926.

• Work Stoppage: Give precedence to the safety and health of the public and on-Site personnel and the protection of the environment over cost and schedule considerations for all Project work. CONTRACTOR shall be responsible for decisions regarding when work will be stopped for health or safety considerations. MPCA CONTRACTOR shall have the right to also stop work for health or safety considerations.

• Contingency and Emergency Response:

o Develop techniques and recommended procedures for immediate first-aid emergency response with local medical facilities.

• Personal Protective Equipment (PPE): Establish levels of protection for each work area based on planned activity and location of activity. Furnish on-Site personnel with appropriate PPE. Ensure that safety equipment and protective clothing is kept clean and well maintained. As a minimum, supply each worker with:

o Steel-toed, steel-shank, chemical-resistant safety boots.

o Work clothing (full-length pants, long-sleeve shirt).

o Hard hat.

o Safety glasses with sideshields.

• Site hazards that may be encountered during the course of the work include:

o Potential contact with:

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Landfill gas potentially consisting of methane (CH4), carbon dioxide (CO2), carbon monoxide (CO), and hydrogen sulfide (H2S) in varying concentrations.

Landfill refuse.

PART 2 PRODUCTS

FILL MATERIALS

• Submit name of proposed imported fill materials source at least 14 days prior to commencing transport of materials to the Site

• Imported from an approved source and composed of clean, graded, hard, durable, uncoated particles obtained from deposits of gravel or sand, talus rock, quarried rock, or other suitable granular materials

• Topsoil: Reusable salvaged or imported, friable loam; free of subsoil, roots, grass, weeds, large stones, and foreign matter. Amend topsoil as necessary to meet o Friable loam, neither heavy clay nor of very light sandy nature.

o Reasonably free of roots, rocks, or lumps larger than 0.5 inches, weeds, vegetation, and seeds of noxious weeds o Acidity Range (pH): 5.5 to 7.5 o Containing minimum 4 percent and maximum 25 percent organic matter, determined according to

ASTM D2974.

• Rooting Soil: Excavated material or imported, graded free of lumps larger than 3 inches, rocks larger than 3 inches, organic materials, and debris.

• Medium/Coarse Sand: Washed free of clay, shale; graded to the following limits:

o Sieve size No. 4: 100 percent passing.

o Sieve size No. 40: 0 to 10.5 percent passing.

• Payment quantities for imported fill materials will be determined by MPCA CONTRACTOR on a per truck basis based upon the estimated capacity of delivery vehicle used.

Corrugated Polyethylene Pipe (CPEP)

• CPEP, AASHTO M-294: 12-inch and 24-inch diameter, Type C.

• CPEP Couplings, AASHTO M-294: 12-inch and 24-inch, corrugated to match the index in the pipe corrugations and in a width not less than 3/4 of the nominal pipe diameter. All couplings shall be manufactured to lap equally to a distance on each jointed pipe, to no less than the diameter of the pipe and shall provide a positive means of closure.

MORTAR

• Cement, ASTM C-150: Type II.

• Sand, AASHTO M-45

• Mortar shall be composed of one (1) part cement and three (3) parts sand. The addition of lime is not permitted.

WATER

• Clear non-potable or potable water obtained from off-Site source approved by MPCA CONTRACTOR.

SEED, MULCH, AND FERTILIZER

• Grass Seed: Fresh, clean, new-crop seed harvested previous year complying with the tolerance for purity and germination established by Official Seed Analysis of North America; obtained from locally grown nursery.

o Weed seed content: Not over 0.25 percent and free of noxious weeds.

o Seed mixture:

Smooth Brome Grass: 15 percent by dry weight.

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Bluegrass Kentucky “Certified Park”: 15 percent by dry weight.

Bluegrass Canada: 15 percent by dry weight.

Fescue, Hard “Reliant II”: 15 percent by dry weight.

Rye-grass, perennial: 25 percent by dry weight.

Red Clover: 15 percent by dry weight.

• Temporary Straw Mulch:

o MNDOT Type 1 – This mulch shall consist of grain straw, hay, cuttings of agricultural grasses and legumes. The material shall be free of seed bearing stalks of noxious grasses or weeds as defined by the rules and regulations of the Minnesota Department of Agriculture. In addition, mulch shall not contain the following species: cattail, reed canary grass, birds-foot trefoil or crown vetch.

• Fertilizer:

o Granular form, dry, free flowing, and free from lumps.

o Per topsoil test to meet MNDOT select topsoil specification to a depth of 6 inches. Fertilizer is to be a commercial grade mixture of 22-5-10 (NPK.

COMPACTION EQUIPMENT

• Use type, size, and efficiency of compaction equipment capable of achieving specified degree of compaction.

PART 3 EXECUTION

PREPARATION

• CONTRACTOR shall arrange for private utility locating prior to start of excavation activities.

• Construct and maintain temporary all-weather access roads to construction area at a width and load bearing capacity to provide unimpeded access for construction purposes as CONTRACTOR requires for performance of the work. Obtain MPCA CONTRACTOR’s prior approval for location and extent of temporary roads.

EXCAVATION

• Equipment Cleaning:

o Upon mobilization to the Site and prior to commencing excavation, and prior to leaving the Site, thoroughly clean excavation equipment with a high pressure, low volume, hot water wash to remove mud and other foreign matter to the satisfaction of MPCA CONTRACTOR.

o Waste is not anticipated to be encountered during excavation. However, if waste is encountered during excavation, decontamination will take place in a plastic lined sump constructed by CONTRACTOR to collect decontamination water for subsequent containerization in 55-gallon drums for temporary storage pending profiling, off site transportation, and disposal. If waste is not encountered during excavation, decontamination water will not be required to be containerized.

o MPCA CONTRACTOR will inspect equipment to ensure that mud, oil, grease, and hydraulic fluid have been removed, seals and gaskets are intact, and no fluids are leaking.

o Make any and all repairs noted by MPCA CONTRACTOR.

o Perform decontamination and cleaning to the satisfaction of MPCA CONTRACTOR.

• The CONTRACTOR may strip and salvage topsoil and subgrade soil for re-use, as deemed desirable by MPCA CONTRACTOR, and as meets specifications. Utilize excavated material suitable for backfill prior to importing fill materials.

• Excavate to depth of CPEP to be replaced and along full length of pipe to be replaced. Approximately 19-feet of 12-inch CPEP will be replaced on the inlet side of manhole MH #3. Approximately 3-feet of 24-inch CPEP will be replaced on the outlet side of manhole MH #3. Take care not to damage 6-inch CPEP connections to MH #3.

Excavation depth is expected to reach at least 6-feet adjacent to MH #3.

• Do not over excavate below 12-inch CPEP pipe to avoid damaging the existing landfill geosynthetic liner.

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• Dewater excavations as necessary during work. The CONTRACTOR will be responsible for proper handling of water in accordance with all local/state procedures and guidance. If waste is encountered within excavations, dewatering liquids shall be containerized in 55-gallon drums provided by CONTRACTOR for temporary storage pending profiling, off site transportation, and disposal.

• If waste is encountered within excavations, excavated waste shall be segregated and containerized in 55-gallon drums provided by CONTRACTOR for temporary storage pending profiling, off site transportation, and disposal.

• Excavation shall be performed by hand within 12-inches of manhole and pipe designated to remain.

• Remove damaged pipe to be replaced.

• Segregate topsoil, subgrade rooting soil, and sand bedding material during excavation and prevent intermixing of the materials for reuse as backfill.

• Provide all bracing, shoring, sloping, and dewatering necessary for Works, in accordance with OSHA requirements.

• Perform air monitoring within excavations using 4-gas monitor and PID in accordance with procedures specified in the HASP submittal.

INSTALLATION

• Insert new CPEP approximately 6-inches into the manhole.

• Couple new CPEP to existing CPEP in accordance with manufacturer’s recommendations using a positive means of closure.

• Seal annular space around pipe penetrations with mortar. Bury CPEP in mortar to reinforce CPEP within 2-ft of manhole.

• After mortar has firmly set, cut the pipe evenly so that no more than 2-inches of the pipe protrudes into the manhole.

BACKFILL

• Obtain approval by MPCA CONTRACTOR prior to backfilling the excavation.

• CONTRACTOR may utilize suitable excavated material to backfill as directed by MPCA CONTRACTOR.

• Backfill after mortar has set.

• Utilize suitable excavated material or imported sand to backfill excavation to within 1 foot of the final surface grade.

• Place layers simultaneously on both sides of installed work to equalize loading and minimize movement.

• Place sand in maximum 12-inch lifts, compacting between lifts. Do not operate compaction equipment directly over buried piping.

• Compaction equipment: Use type, size, and efficiency of compaction equipment capable of achieving 90-percent

SMDD. When operating equipment adjacent to and immediately above structures, avoid causing damage or displacement of structures.

• Place 6 inches of rooting soil or previously excavated suitable rooting zone material over sand. Compact material over the excavation/backfill limits. Place 6 inches of clean topsoil or previously excavated suitable topsoil to surface grade. MPCA CONTRACTOR may perform sampling to verify compaction meets 90-percent SMDD.

• Areas to receive topsoil and finish grading include all areas which are disturbed during construction.

• Make gradual grade changes. Blend slope to meet the surrounding grades.

SEEDING AND RESTORATION

• Areas scheduled for seeding will include those defined on Figure 2 and areas requiring restoration as a result of the works.

• Apply fertilizer prior to seeding. Do not apply fertilizer at same time or with same machine used to apply seed.

Mix thoroughly into upper 3 inches of topsoil.

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• Seeding shall be completed between April 15 and June 22. Temporary mulch shall be placed over seeded areas and disk-anchored. Apply seed by conventional broadcasting. Firm the seeded areas after seeding and prior to erosion control blanket installation.

• CONTRACTOR will cleanup all equipment and materials used and return Site to original condition before demobilization.

WASTE TRANSPORTATION AND DISPOSAL

• Notify MPCA CONTRACTOR sufficiently in advance of intention to commence activities at the Site that require attendance by MPCA CONTRACTOR as provided hereinafter.

o Activities requiring attendance by MPCA CONTRACTOR include:

o Placement of tub liner in bulk solid transport vehicles/containers.

o Final securement of loaded materials prior to transport from the Site.

o Do not cover up loaded material prior to MPCA CONTRACTOR's inspection.

• Provide submittals identifying proposed TSDFs to MPCA CONTRACTOR.

• OWNER will accept identified TSDFs or request alternate facilities

• Waste Profiling o Conduct waste profile sampling and analysis as required by TSDFs.

o Anticipated wastes include decontamination/dewatering liquids.

o MPCA CONTRACTOR may perform sampling and/or analysis to confirm waste profile sampling and analysis. Such sampling and/or analysis or failure to perform such sampling and/or analysis by MPCA CONTRACTOR shall not release or reduce CONTRACTOR's obligation to perform the Works according to the requirements of Contract Documents. Do not remove materials from the Site which have been sampled by MPCA CONTRACTOR and are awaiting analytical results. MPCA CONTRACTOR will receive analytical results within 14 days of MPCA CONTRACTOR's sample collection. MPCA CONTRACTOR will provide copies of MPCA CONTRACTOR's analytical results to CONTRACTOR upon request.

o Classify materials for off Site disposal according to waste stream based on waste profile analytical results and other pertinent data/information.

o Select and submit proposals to MPCA CONTRACTOR for the appropriate disposition of all determined waste streams to be removed from the Site according to applicable regulations for each waste stream.

CONTRACTOR shall be responsible for disposition of materials to OWNER approved TSDFs.

o Submit to MPCA CONTRACTOR completed waste profile for each waste stream. Waste profile will be signed by OWNER or an authorized agent of OWNER except for materials brought on the Site by CONTRACTOR that are not incorporated in the Works or contaminated by performance of the Works.

o Submit signed waste profiles to TSDFs accepted by OWNER.

• Segregation of Materials o Do not segregate materials for disposal until waste profiles are approved by each TSDF.

o Segregate and prepare materials for transportation and disposal according to the delivery acceptance requirements of the transporter and TSDF and governing regulations.

• Preparation and Securement of Transport Vehicles/Containers o Do not load materials for transport for disposal without MPCA CONTRACTOR's approval.

o Comply with applicable federal, state, and local regulations concerning shipping vehicles, containers, and materials.

o Visibly display number for each transport vehicle/container.

o Secure materials in transport vehicles/containers according to regulations governing transportation of materials.

o Drummed/Containerized Shipments:

Load and segregate drummed/containerized shipments according to DOT requirements.

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Place cushioning materials under and around each container for shipments of drummed/containerized materials.

Verify that each drum/container is tightly closed.

Secure the load to prevent shifting of the load during transport.

• Document the transport and disposal of materials to TSDFs on appropriate state and/or federal manifests or bills of lading as applicable. Prepare, maintain, and provide MPCA CONTRACTOR with copies of manifests, bills of lading, and/or other records for each shipment of materials from the Site. Maintain shipping documents from the time the materials leave the Site to the time of release to TSDFs. Shipping documents for the transportation and disposal of materials will be signed by OWNER or an authorized agent of OWNER, except for materials brought on the Site by CONTRACTOR that are not incorporated in the Works or contaminated by performance of the Works.

• Notify…