Addendum One .pdf

PDF 14 MB Posted Feb 10, 2026

Attached to: RFB-176-26 23117AMLBAML, PIKE COUNTY
Solicitation number: RFB 785 2600000333 3
Issued by: Nelson County, Kentucky

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Written by GovTribe AI · Mar 12, 2026

This Addendum One document is issued by the Commonwealth of Kentucky Department for Facilities and Support Services, Division of Engineering and Contract Administration, in conjunction with the Energy and Environment Cabinet's Department for Natural Resources, Division of Abandoned Mine Lands (DAML). The invitation to bid (RFB-176-26) is for the 23117 AMLBAML AML Project located in Pike County, Kentucky, addressing abandoned mine land reclamation and acid mine drainage abatement at the Scott Hopkins residence and surrounding properties. The project encompasses 8.6 acres with 4 acres of expected disturbance at the primary site and 2.2 acres with 1 acre of expected disturbance at an offsite waste area. The bid schedule includes 42 line items ranging from mobilization and utility relocation to portal closures, drainage control structures, revegetation, and road repairs, with quantities specified for each item including linear feet, tons, acres, cubic yards, and individual units. The official bid date has been moved to February 10, 2026, at 9:30 A.M. Eastern Time. Bidders must use the Revised Bid Schedule dated 1/28/2026. All work shall be completed within 180 calendar days from the effective date of contract award.

The bid schedule establishes unit prices with Allowable Price Limits (APL) for most line items, with several items priced as lump sum (mobilization at $30,000, utility relocation and landscape allowance at $1.00 each, and structure removal/replacement at $1.00 each). Pricing follows unit price, plan quantity, and lump sum methods of payment. Contractors must submit the AML Contractor/Subcontractor Information Form with their bid or face non-responsive status. Davis Bacon scale wages are required for all contractor and subcontractor employees. DAML is responsible for obtaining KYTC Encroachment Permits, KY DOW Water Permits, and USACE permits, while contractors bear responsibility for all other permits and fees necessary to begin the project. The project includes comprehensive erosion prevention and sediment control Best Management Practices (BMPs), with specific provisions for site access, clearing and grubbing, stream crossings, mine water testing and treatment, and post-construction maintenance for up to three years pending available funding. Property owners may require contractors to add them as additional insureds on general liability and automobile insurance policies, with any associated costs being incidental to mobilization.

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Final_RFB_785_2600000333_1_SO_FORM.PDF	PDF	Feb 10, 2026
Final_RFB_785_2600000333_3_SO_FORM.PDF	PDF	Feb 10, 2026
Addendum Two.pdf	PDF	Feb 10, 2026
Final_RFB_785_2600000333_2_SO_FORM.PDF	PDF	Feb 10, 2026

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COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-176-26

FOR: 23117 AMLBAML

AML Project Pike County, Kentucky

DATE: January 28, 2026

RFB-785-2600000333

ADDENDUM NO. One (1)

BIDDER SHALL CONFORM TO THE FOLLOWING CHANGES AS SAME SHALL BECOME BINDING

UPON THE CONTRACT TO BE ISSUED IN RESPONSE TO THIS INVITATION TO BID.

Item 1: Refer to attached addendum for all additions, deletions, and/or changes to specifications and/or drawings.

Item 2: Official Bid Date has moved to February 10, 2026, at 9:30 A.M. Eastern Time

Item 3: Bidders must use REVISED BID SCHEDULE 1/28/2026 in lieu of previously issued.

END OF ADDENDUM

Invitation to Bid No. RFB-176-26 For: 23117 AMLBAML

AML Project Pike County, Kentucky

Susan Ward, Statewide Procurement Analyst II Division of Engineering and Contract Administration

NO. ITEM M.O.P. UNIT QUANTITY * Low APL UNIT PRICE TOTAL

1 MOBILIZATION L.S. L.S. 1.0 X NA ≤ NA = 30,000.00$

2 UTILITY RELOCATION/REPLACEMENT A.C.U. A.C.U. 10,000.0 X NA ≤ 1.00$ = 10,000.00$

3 LANDSCAPE ALLOWANCE A.C.U. A.C.U. 5,000.0 X NA ≤ 1.00$ = 5,000.00$

4 STRUCTURE REMOVAL/REPLACEMENT A.C.U. A.C.U. 20,000.0 X NA ≤ 1.00$ = 20,000.00$

5 SITE PREPARATION U.P. ACRE 4.0 X $750.00 ≤ $ = $

6 SITE PREPARATION- WASTE AREAS U.P. ACRE 1.0 X $750.00 ≤ $ = $

7 TREE CHIPPING U.P. ACRE 1.0 X $1,000.00 ≤ $ = $

DOMESTIC, INDUSTRIAL, & MINING DEBRIS

DISPOSAL

U.P. TON 10.0 X $8.00 ≤ $ = $

9 60 KSI REINFORCING STEEL U.P. LBS 900.0 X $0.75 ≤ $ = $

10 CONCRETE- FORMED & FINISHED U.P. CY 50.0 X $170.00 ≤ $ = $

11 FILTER FABRIC U.P. SY 65.0 X $0.50 ≤ $ = $

12 GEO-GRID U.P. SY 3,745.0 X $2.00 ≤ $ = $

13 NO. 2 STONE BACKFILL U.P. TON 200.0 X $15.00 ≤ $ = $

14 CLASS II BACKFILL U.P. TON 50.0 X $20.00 ≤ $ = $

15 SILT BARRIER - BALES & FENCE U.P. LF 500.0 X $1.00 ≤ $ = $

16 HOE RAM U.P. HOUR 60.0 X $60.00 ≤ $ = $

17 EARTHWORK (PLAN QUANTITY) P.Q. CY 1,000.0 X $1.00 ≤ $ = $

18 EROSION CONTROL BLANKET- ECB U.P. SY 2,150.0 X $0.75 ≤ $ = $

19 CLASS II / III U.P. TON 1,975.0 X $20.00 ≤ $ = $

20 CONCRETE BLOCK- TIED MAT U.P. SF 600.0 X $4.50 ≤ $ = $

21 RETAINING WALL SUBDRAIN U.P. LF 90.0 X $15.00 ≤ $ = $

22 SUBDRAIN U.P. LF 1,525.0 X $15.00 ≤ $ = $

23 12" DIA. HDPE PIPE- STANDARD U.P. LF 20.0 X $0.00 ≤ $ = $

24 18" DIA. HDPE PIPE- STANDARD U.P. LF 120.0 X $10.00 ≤ $ = $

25 18" DIA. DWPP PIPE U.P. LF 80.0 X $0.00 ≤ $ = $

26 DROP BOX- CONCRETE U.P. EACH 2.0 X $1,250.00 ≤ $ = $

27 CONCRETE HEADWALL- PIPES ≤36" DIA. U.P. EACH 8.0 X $900.00 ≤ $ = $

28 CULVERT DEBRIS BARRIER U.P. EACH 2.0 X $500.00 ≤ $ = $

NON-REINFORCED CONCRETE BLOCK WALL-

TYPE II

U.P. SF 405.0 X $25.00 ≤ $ = $

30 PORTAL CLOSURE U.P. EACH 5.0 X $1,000.00 ≤ $ = $

31 SEEDBED PREPARATION U.P. ACRE 2.0 X $75.00 ≤ $ = $

32 AGRICULTURAL LIMESTONE U.P. TON 25.0 X $20.00 ≤ $ = $

23117AMLBAML RECLAMATION PROJECT

PIKE COUNTY, KENTUCKY

BID SCHEDULE

REVISED BID SCHEDULE 1/28/2026

RFB-176-26

33 FERTILIZER U.P. TON 1.0 X $600.00 ≤ $ = $

34 SEED U.P. LBS 160.0 X $4.00 ≤ $ = $

35 MULCH- STRAW & HAY U.P. ACRE 2.0 X $100.00 ≤ $ = $

36 COVER CROP U.P. BUSHEL 5.0 X $10.00 ≤ $ = $

37 RESIDENTIAL SEEDING U.P. ACRE 2.0 X $500.00 ≤ $ = $

38 DENSE GRADE AGGREGATE U.P. TON 50.0 X $20.00 ≤ $ = $

39 ROADWAY STONE U.P. TON 400.0 X $20.00 ≤ $ = $

40 BITUMINOUS REPAIR U.P. TON 200.0 X $90.00 ≤ $ = $

41 CHAIN-LINK FENCE U.P. LF 90.0 X $15.00 ≤ $ = $

42 WOVEN-WIRE FENCE U.P. LF 200.0 X $15.00 ≤ $ = $

BID TOTAL = $

NOTE: THE AUTHENTICATION OF BID AND STATEMENT OF NON-COLLUSION AND NON-CONFLICT OF INTEREST PAGE MUST BE PROPERLY EXECUTED FOR THE TOTAL BID

AMOUNT TO BE VALID.

* Any Unit Price outside the Allowable Price Limit (APL) range may be considered an unbalanced bid and may have to be justified in writing if such bid is deemed the low responsive bid.

REVISED BID SCHEDULE 1/28/2026 RFB-176-26

23117AMLBAML AML PROJECT

PIKE COUNTY

The address is 1664 Frozen Creek, Racoon, KY 41557, the coordinates are 37.4842, -

82.4500. From Prestonsburg, merge onto KY-80E/US-460E toward Pikeville for 19.2 miles, then turn left onto 119N for 2 miles, take the right lane onto the 1426 /Burning Fork/ Zebulon/ Exit Ramp for 1.7 miles, turn right onto KY-1441N for 2.6 miles, then turn right onto Frozen Creek Road; Two story cedar home with concrete drive on the right. The waste area is located off of US-119. The coordinates are 37.5125, -82.4796.

Project limits include 8.6 acres, with an expected disturbance of 4 acres within project boundaries. Project limits for the offsite waste area includes 2.2 acres, with an expected disturbance of 1 acre.

The problem areas consist of multiple locations beginning with the Scott Hopkins residence. the house is situated approximately 3' feet from the toe of what appears to be an old coal refuse dump. Remnants of coal and slate are visible on the entire area and water is being emitted from the several locations throughout the property. Located to the left of the Hopkins' Residence is Nancy Fields residence. The property is being impacted from water drainage, a small slide and saturation. Visible mold and pooling water are present in the crawlspace of her home. Situated to the right of Mr. Hopkins, neighbors Todd & Alesha Arnett also suffer from water drainage which necessitates continuous ditch maintenance, unmanageable wet lawns, and erosion.

Constant water drainage is creating multiple adverse conditions on the Hopkins' residence as well as the surrounding neighbor’s properties. Wet and muddy conditions are immediately noticed on all three properties. The lawns are soft and wet to walk on and some pooling water was noticed behind the Hopkins' and Fields' residences. Wet conditions have created an environment for mold to develop under Ms. Fields' house in the crawlspace. Just above the Hopkins' driveway a previous slide had occurred which required the homeowner to hire a contractor to clean up. Water drainage from mine openings/mine bench located above is deposited into the Frozen Creek Branch water shed.

There is a significant amount of water that is draining from the mine bench causing problems (small slides, mold, drainage, etc.) the proposed plans is to control the water and get it into Frozen creek which is across the road. Access to the bench will be via the gravel driveway down the road from the residence, used to access another residence at the bench level. Several portals will receive closures, with 3 wildlife accessible closures and two non-wildlife closures of wet portals that will have the drainage captured into the installed subdrain. At this residence, there is drainage from behind the driveway from an old closed portal which is saturating the area and flowing along the driveway. Water has also caused a small slip on the hill adjacent to the drive. This material will be removed and a rock toe buttress installed to stabilize the hill above the road. Approximately 600LF of ditchline will be installed along this drive and up to the portal.

A minimum number of trees greater than 3” diameter will be cut. If required, AML will elect to make a payment to the Imperiled Bat Conservation Fund in accordance with a determination from USFWS. Within the stable area, a maximum total of 1.0 acres of trees will be disturbed for bench access and for the installation of the ditches. No trees will be disturbed at the waste area.

The strict implementation and enforcement of standard AML sediment and erosion control Best Management Practices (BMPs) will prevent significant amounts of sediments disturbed by project related activities from entering area streams to create indirect impacts to aquatic resources. All disturbed areas will be promptly revegetated at the end of construction using lime, fertilizer, residential or wildlife seed, and mulch, in accordance with AML standards and specifications.

Access to the site is via state and county roads, a residentially maintained driveway and yard, and a constructed access road. This project will include pre- and/or post- project maintenance and repair of existing previously constructed public county roads utilized during the construction of this project, which are administered by the county or local road authority. This construction activity will be conducted under the authority and supervision of the local public road authority and will consist of standard road construction practices appropriate to mitigate impacts to the local community from potential degraded road conditions in order to maintain public traffic safety

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COMMONWEALTH OF KENTUCKY

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PLANVIEW

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WASTE AREA

23117AMLBAML RECLAMATION PROJECT

PIKE COUNTY, KENTUCKY

23117AM

LBAM

L R

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1/28/2026 9:08:00 AM michael.kearney

DRIVING DIRECTIONS: 1664 Frozen Creek Road, Racoon, KY 41557

LATITUDE: 37.4842º LONGITUDE: -82.4500º°

From Prestonsburg, merge onto KY-80E/US-460E toward Pikeville for 19.2 miles, then turn left onto 119N for 2 miles, take the right lane onto the 1426 /Burning Fork/ Zebulon/ Exit Ramp for 1.7 miles, turn right onto KY-1441N for 2.6 miles, then turn right onto Frozen Creek Road; Two story cedar home with concrete drive on the right.

WASTE DIRECTIONS:

LATITUDE: 37.5125° LONGITUDE: -82.4796°

6.3 miles from project site.

Head north on Frozen Creek Rd for 1.8mi. Turn left onto KY-1441 S for 2.6mi. Turn left onto Zebulon Hwy for 1.7mi. Turn left onto dirt access road.

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES & SUPPORT SERVICES DIVISION OF

ENGINEERING & CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

ENERGY AND ENVIRONMENT CABINET

DEPARTMENT FOR NATURAL RESOURCES

DIVISION OF ABANDONED MINE LANDS

THE AML STANDARD DETAILS AND TECHNICAL SPECIFICATIONS ARE AVAILABLE ON OUR WEBSITE AT: EEC.KY.GOV/AML UNDER "CONTRACTOR INFORMATION".) BY BIDDING ON THIS PROJECT THE CONTRACTOR ACKNOWLEDGES THEY HAVE REVIEWED AND UNDERSTAND THE STANDARD DETAILS AND TECHNICAL SPECIFICATIONS AS THEY APPLY TO THIS

PROJECT.

UTILITY NOTE

PRIOR TO ANY EXCAVATION OR THE PLACEMENT OF FILL, THE CONTRACTOR IS REQUIRED TO CALL “KENTUCKY 811” TWO

(2) BUSINESS DAYS PRIOR TO ANY EXCAVATION / EXCAVATION ACTIVITIES. IF THERE ARE UTILITIES IN THE WORK AREAS THAT ARE NOT MEMBERS OF “KENTUCKY 811”, EACH UTILITY HAS TO BE CONTACTED DIRECTLY TO HAVE THEIR FACILITIES MARKED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ABIDE BY THE "UTILITY RELOCATION" TECHNICAL SPECIFICATION AND SECTION 22.3 OF THE "GENERAL PROVISIONS" TECHNICAL SPECIFICATION. DEPICTION OF THE UTILITIES ON THE PLANS ARE APPROXIMATE AND MAY NOT INCLUDE ALL EXISTING UTILITIES.

PROJECT LOCATION

WASTE AREA

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0 50 100 150

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11401130

10901080

1010 1010

940940

930930

INSTALL 110 LF OF 4'

FB CLASS III DITCH

(AML 21-20-2)

INSTALL 160 LF OF 2'

FB COMBINATION

CLASS II ROCK DITCH

DRAIN (AML 22-30-4)

REMOVE EXISTING BLOCK WALL

AND CONSTRUCT 90LF OF 4.5'

TALL NON-REINFORCED BLOCK

WALL-TYPE 2 (AML 30-20-1)

INSTALL 85 LF OF 2' FB

COMBINATION CLASS

II ROCK DITCH DRAIN

(AML 22-30-4)

FLOW OF THE COMBINATION DITCH

SHALL BE SLOPED AS DIRECTED BY THE

ENGINEER

EXCAVATE AND CONSTRUCT

840 LF OF 2' FB COMBINATION

CLASS II ROCK DITCH DRAIN TO

ROCK OR A MAXIMUM DEPTH OF

6 FEET (AML 22-30-4)

INSTALL 145 LF OF 4' FB

CLASS III DITCH (AML 21-20-2)

DAYLIGHT SUBDRAIN DAYLIGHT SUBDRAIN

INSTALL 160 LF OF 2' FB

COMBINATION CLASS II

ROCK DITCH DRAIN

(AML 22-30-4)

INSTALL 60 LF OF 18"

HDPE PIPE

REPLACE EXISTING PIPES WITH

20LF EACH OF 18" DWPP PIPE

WITH BITUMINOUS

RESTORATION (AML 50-10-4)

AND HEADWALLS AT INLET AND

OUTLET (AML 23-10-1)

ACCESS

ELIMINATE POOL BY BREAKING UP

CONCRETE/FRONT WALL AND DISPOSE

OF THE CONCRETE IN THE POOL.

DISPOSE OF WASTE MATERIAL TO

ELIMINATE THE POOL AND BLEND IN WITH

SURROUNDING GROUNDLINE.

INSTALL 60 LF OF

CONCRETE TIED

MAT DITCH 10' WIDE

(AML 21-30-1)

CONSTRUCT 3 WILDLIFE ACCESSIBLE

CLOSURE AML (40-20-2)

DAYLIGHT SUBDRAIN

DECORATIVE WALL

COLLAPSED PORTALS WILL HAVE

DRAINAGE CAPTURED AND

CONTAINED INTO SUBDRAIN IF WET

THOMPSON

RESIDENCE

Outbuilding

FROZEN CREEK ROAD

HOPKINSPool

FIELDS

THOMPSON

INSTALL 100 LF OF 4' CLASS

III DITCH (AML 21-20-2)

INSTALL 60 LF OF

18" HDPE PIPE

INSTALL SLOPED AND FLARED HEADWALLS

AT INLET (AML 23-10-6) WITH CULVERT

DEBRIS BARRIER (AML 23-60-1)

REPLACE EXISTING PIPES WITH 20LF

EACH OF 18" DWPP PIPE WITH

BITUMINOUS RESTORATION (AML

50-10-4) AND STANDARD HEADWALL

AT OUTLETS (AML 23-10-1)

INSTALL DROPBOXES (AML 24-10-2)

STRUCTURES IN THIS AREA WILL

BE REMOVED AND REPLACED

ONLY AS NECESSARY FOR

BENCH ACCESS. GARAGE

SHOULD BE AVOIDED.

INSTALL 200 LF COMBINATION 2'

FB CLASS II ROCK DITCH - DRAIN

FROM CLOSED PORTAL TO

CULVERT BY DRIVEWAY

INSTALL 20 LF 12" HDPE

EXISTING 85LF SWALE DITCH

AND ROAD CULVERT WILL

REMAIN UNDISTURBED

TRANSITION TO EXISTING DITCH

WITH ADDITIONAL CLASS II ROCK

EXISTING GRAVEL ACCESS SHOULD BE

MAINTAINED THROUGHOUT PROJECT

AND LEFT AT COMPLETION

EXISTING DOG LOTS WILL BE REMOVED

AND REPLACED IN KIND AS NEEDED

FOR ACCESS AT A NEW LOCATION TO

BE APPROVED BY AML. ALL MATERIALS

REMOVED SHOULD BE SET ASIDE.

APPROXIMATELY 200LF OF FENCE

INSTALL 350 LF 2' FB CLASS III

ROCK DITCH FROM CULVERT AT

TOP OF DRIVEWAY TO GATE

AREA AND OUTLET TO EXISTING

DITCH.

REMOVE SLIDE MATERIAL AND

INSTALL ROCK TOE BUTTRESS

(AML 22-10-1)

EXISTING CULVERT WILL REMAIN

UNDISTURBED. CLEAN OUT INLET

AND OUTLET AND ARMOR WITH

CLASS II ROCK

POOL WILL BE ELIMINATED AND FILLED WITH

EXCAVATED MATERIAL AND BROKEN UP CONCRETE.

CONCRETE WILL BE SAW CUT AT EDGE TO LEAVE

WALKWAY ADJACENT TO HOUSE INTACT. DEBRIS

WILL BE REMOVED AND DISPOSED OF FROM POOL.

FENCE REMOVED FOR ACCESS SHOULD BE SET

ASIDE FOR LANDOWNER. THIS WILL BE INCLUDED IN

SITE PREP

TREES WILL BE DISTURBED ALONG BENCH

DRAIN AND DOWN SLOPE DITCHES.

APPROXIMATELY 0.8 ACRE OF AREA

TREES IN THE AREA OF THE DITCH BETWEEN

THE CULVERT AND CLOSED PORTAL MAY BE

DISTURBED UP TO 0.2 ACRE

TOTAL MAXIMUM TREE DISTURBANCE FOR

THE PROJECT WILL BE 1.0 ACRE

EXISTING SUBDRAIN 80 LF

REPAIR/REPLACED (AML 22-30-1)

LAT:37.4819

LON:82.4508

LAT:37.4842

LON:82.4500

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PLANVIEW

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23117AMLBAML RECLAMATION PROJECT

ENERGY AND ENVIRONMENT CABINET

DEPARTMENT OF NATURAL RESOURCES

DIVISION OF ABANDONED MINE LANDS

FRANKFORT, KY

PIKE

COUNTY

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2/2025

FINANCE & ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES & SUPPORT SERVICES

DIVISION OF ENGINEERING & CONTRACT ADMINISTRATION

FRANKFORT, KY

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FIELDS

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FROZEN CREEK RD

90LF OF 4.5' TALL NON-REINFORCED BLOCK WALL-TYPE I (AML 30-20-1)

KEYWAY OF FOUNDATION SHOULD BE FLUSH EDGE OF CONCRETE

PATIO. FACE OF WALL SHALL BE 10' FROM REAR OF HOME.

EXISTING CONCRETE PATIO WILL BE REMOVED

AND REPLACED FOR INSTALLATION OF WALL.

PATIO SURFACE SHALL BE 1% GRADE TOWARDS

WALL AND IN DIRECTION OF SUBDRAIN FLOW

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COMMONWEALTH OF KENTUCKY

DRAWN BY

DATE

CHECKED BY

CROSS SECTION

MWK

23117AMLBAML RECLAMATION PROJECT

ENERGY AND ENVIRONMENT CABINET

DEPARTMENT OF NATURAL RESOURCES

DIVISION OF ABANDONED MINE LANDS

FRANKFORT, KY

PIKE

COUNTY

SHEET

NO.

TOTAL

SHEETS

3 4

2/2025

FINANCE & ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES & SUPPORT SERVICES

DIVISION OF ENGINEERING & CONTRACT ADMINISTRATION

FRANKFORT, KY

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MICHAEL W. KEARNEY 37318

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GRA

OAD

LAT:37°30'38.2930"

LON:82°28'50.6680"

LAT: 37.5125

LON 82.4796

WASTE AREA

(2.2 ACRES)

FILL AREA

(1.0 ACRE)

0 100 200 300

NO TREES WILL BE

DISTURBED AT THE

WASTE AREA

TO PROJECTTO US-119

0 50 100 150

KY-1441

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COMMONWEALTH OF KENTUCKY

DRAWN BY

DATE

CHECKED BY

WASTE AREA

MWK

23117AMLBAML RECLAMATION PROJECT

ENERGY AND ENVIRONMENT CABINET

DEPARTMENT OF NATURAL RESOURCES

DIVISION OF ABANDONED MINE LANDS

FRANKFORT, KY

PIKE

COUNTY

SHEET

NO.

TOTAL

SHEETS

4 4

2/2025

FINANCE & ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES & SUPPORT SERVICES

DIVISION OF ENGINEERING & CONTRACT ADMINISTRATION

FRANKFORT, KY

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MICHAEL W. KEARNEY 37318

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Revised 12/11/2024

COR & BID & BMP 1

23117AMLBAML RECLAMATION PROJECT

PIKE COUNTY, KENTUCKY

The address is 1664 Frozen Creek, Racoon, KY 41557, the coordinates are 37.4842, -82.4500. Project limits include 8.6 acres, with an expected disturbance of 4 acres within project boundaries. Project limits for the offsite waste area includes 2.2 acres, with an expected disturbance of 1 acre.

There is a significant amount of water that is draining from the mine bench causing problems (small slides, mold, drainage, etc.) the proposed plans is to control the water and get it into Frozen creek which is across the road. Access to the bench will be via the gravel driveway down the road from the residence, used to access another residence at the bench level. At this residence, there is drainage from behind the driveway from an old closed portal which is saturating the area and flowing along the driveway. Water has also caused a small slip on the hill adjacent to the drive. This material will be removed and a rock toe buttress installed to stabilize the hill above the road. Approximately 600LF of ditchline will be installed along this drive and up to the portal. Drainage controls will be installed on the bench and at the house level. A small block wall will be installed behind one home to stabilize a small slide and handle drainage.

A. STANDARD DOCUMENTS

The AML Standard Details and Technical Specifications are posted on the Division’s website at https://eec.ky.gov/aml

Once on the web page, please click “Contractor Information” tab located on the right side. AML standard technical specification and detail are located under this tab. Contractors are strongly encouraged to review the complete AML website for additional information.

B. ALLOWABLE PRICE LIMIT

The lowest Allowable Price Limit (APL) is listed on the Bid Schedule as part of the bid documents. Unit

Price, Plan Quantity, and Lump Sum are all methods of payment. Significantly low or high values entered by the CONTRACTOR on the Bid Schedule may be considered an unbalanced bid and may have to be justified in writing if such bid is deemed the low responsive bid.

An example would be if a CONTRACTOR assumes there may not be a need for the entire design quantity for Roadway Stone and entered a $10 value for Roadway Stone when the cost at the quarry is significantly higher. Another example would be if the CONTRACTOR enters a value of $30 per linear foot for “SILT BARRIER - BALES & FENCE” to front load payments for work items used near the beginning of the project. The CONTRACTOR is also cautioned that other considerations for rejection may be enforced such as the low bid being higher than the budgeted dollar amount for this project.

C. CONTRACT LENGTH

All work shall be completed within one-hundred eighty (180) calendar days from the effective date of the

Award of Contract. Within the bounds of prudent project performance, it shall be the responsibility of the

CONTRACTOR to plan and implement construction sequences which follow the intent of these

CONTRACT DOCUMENTS, particularly as, reflected in the Drawings and Special Conditions and to protect any portion of the contract which may be completed before others.

https://eec.ky.gov/aml

COR & BID & BMP 2

D. CONTRACTOR’S INFORMATION SHEET

The AML CONTRACTOR/SUBCONTRACTOR INFORMATION FORM sheet must be filled out and submitted with the bid. Failure to submit the AML Contractor/Subcontractor Information Form sheet with the bid will be the basis for declaring the bid “Non-Responsive.”

E. SPECIAL CONDITIONS & PROJECT NOTES

- When applicable, AML is responsible for payment to the Imperiled Bat Conservation Fund

(IBCF). The CONTRACTOR will be responsible for adhering to the boundary for which payment was made and confirming with AML the acreage of trees removed.

- On occasion, a property owner may require a CONTRACTOR to add them on their General

Liability and/or Automobile Insurance as an “Additional Insured.” AML will inform the

CONTRACTOR when this requirement is being made by the property owner. In these cases, the

CONTRACTOR must submit to AML copies of their certificate of insurance documenting the

“Additional Insured” before they will be allowed to mobilize equipment and forces on to said properties. Any fees, rate increases, or other costs incurred by the CONTRACTOR for this requirement, if any, will be considered incidental to mobilization and as such no compensation will be made by AML. The “Additional Insured” must remain on the CONTRACTOR’s policy(s) for the full length of the contract.

F. DAVIS BACON SCALE WAGES

The CONTRACTOR and all SUBCONTRACTORS are required to pay scale wages as defined in the contract documents. If all employment categories that may be used have not been listed and specified in the contract document, then the contractor must make his best determination of what the missing wage rate will be. Subsequently after the bid is awarded, the contractor must request the specific rate from the

Department of Labor. AML will not issue change orders for additional compensation if the wage rate determined by DOL is higher than the rate the contractor used to develop his bid. If wage rates are not included for a specific category, AML suggests that the contractor assume the highest operator or laborer wages that are listed when developing his bid.

G. PERMITS & FEES – AML will be responsible for obtaining any permits that are checked below.

(Check all that apply)

☒KYTC Encroachment Permit

☒KY DOW Water Permits

☒USACE Permit

The CONTRACTOR is responsible for all other permits and/or fees necessary to begin the project. The

CONTRACTOR is advised that on occasion, other permits and/or fees may be required by federal, state, and local government(s). Other types of permits and/or fees are not the responsibility of AML and as such, these will be the complete and total responsibility of the CONTRACTOR to obtain. These must be

COR & BID & BMP 3

obtained before AML will allow mobilization of equipment and forces on to said properties. All costs associated with other permits or fees will be the responsibility of the CONTRACTOR. Please refer to

“General Provisions” in the AML Technical Specifications.

COR & BID & BMP 4

BID ITEM DESCRIPTION

23117AMLBAML AML RECLAMATION PROJECT

PIKE COUNTY, KENTUCKY

NO ITEM DESCRIPTION

1 MOBILIZATION This item consists of the mobilization and demobilization of the

CONTRACTOR’S forces and equipment in accordance with the

“Mobilization/Demobilization” AML Standard Technical Specification. The amount of this bid item is not to exceed 5 percent of the sum of the lump sum bid price.

Measurement: Not Applicable.

Payment: Payment shall be made at increments set in the AML Technical

Specifications totaling the Lump Sum price.

2 UTILITY

RELOCATION /

REPLACEMENT

This consists of furnishing all materials, equipment, and labor necessary to replace utilities damaged by construction or relocate any utilities that are in the construction area in accordance with the “Utility Relocation” AML Standard

Technical Specification. The CONTRACTOR is required to supply the

ENGINEER with all documentation to support cost incurred to qualify for reimbursement.

Special Considerations: None

Major Incidentals: These will be listed in writing by the ENGINEER prior to beginning the work.

Measurement: Not Applicable.

Payment: Payment shall be made for Actual Documented Costs for

“UTILITY RELOCATION/REPLACEMENT” approved by the

ENGINEER. The payment shall be a direct reimbursement for actual documented costs to the CONTRACTOR in accordance with the “General

Provisions” AML Standard Technical Specification. Such payment shall constitute full compensation for all labor, equipment, materials, and incidentals.

COR & BID & BMP 5

3 LANDSCAPE

ALLOWANCE

This item of work shall consist of furnishing all materials, equipment, and labor necessary to replace damaged landscape structures, plants and trees as depicted on Drawings and as directed by ENGINEER in accordance with the

“Revegetation” AML Standard Technical Specification. The CONTRACTOR is required to supply the ENGINEER with all documentation to support cost incurred to qualify for reimbursement.

Special Considerations: None

Inspector Notes: Conduct a picture inventory of landscape items that may be affected before construction starts and keep an item list of those landscape items that are affected.

Major Incidentals: These will be listed in writing by the ENGINEER prior to beginning the work.

Measurement: Not Applicable

Payment: Payment for Actual Documented Costs “LANDSCAPE

ALLOWANCE” approved IN ADVANCE by the ENGINEER. The payment shall be a direct reimbursement for the removal/replacement of landscape features as approved/directed by the ENGINEER in accordance with the

“General Provisions” AML Standard Technical Specification. Such payment shall constitute full compensation for all labor, equipment, materials, and incidentals.

4 STRUCTURE

REMOVAL/

REPLACEMENT

This item represents the ENGINEER'S best estimate of removal/replacement cost of designated qualifying structural features “in kind” to facilitate normal construction activities as depicted on the Drawings and as directed by the

ENGINEER in accordance with the “Structure Removal / Replacement” AML

Standard Technical Specification. The CONTRACTOR is required to supply the ENGINEER with all documentation to support cost incurred to qualify for reimbursement.

Special Considerations: None

Inspector Notes: Inventory of structures, pictures, and dimensions, before construction starts. Any structures that are removed shall be accompanied by pictures.

Major Incidentals: These will be listed in writing by the ENGINEER prior to beginning the work.

Measurement: None

Payment: Payment shall be made for Actual Documented Costs for

“STRUCTURE REMOVAL/REPLACEMENT” approved IN ADVANCE by the ENGINEER. The payment shall be a direct reimbursement for actual documented costs to the CONTRACTOR in accordance with the “General

COR & BID & BMP 6

5 SITE PREPARATION This item of work shall consist of furnishing all materials, equipment, and labor as depicted on the Drawings and as directed by the ENGINEER in accordance with the “Site Preparation” AML Standard Technical Specification.

Special Considerations: None

Major Incidentals: Clearing, grubbing, windrowing, burning, pipe removal and disposal, pipe cleanout, temporary diversion ditch construction, domestic debris removal and disposal, concrete & bituminous asphalt debris removal and disposal, access improvement/construction, in-kind fence repair/replacement, and temporary stream diversion.

Measurement: Actual Quantities shall be measured with a handheld GPS and rounded up to the next whole 0.5 acre actually cleared and grubbed (excludes slurry and refuse areas.

Payment: Payment shall be the product of the Actual Accepted Quantities and the Unit Price bid for “SITE PREPARATION” in accordance with the

“General Provisions” AML Standard Technical Specification. Such payment shall constitute full compensation for all labor, materials, equipment, and other items necessary to complete the work.

6 SITE

PREPARATION-

WASTE AREAS

This item of work shall consist of furnishing all materials, equipment, and labor as depicted on the Drawings and as directed by the ENGINEER in accordance with the “Site Preparation” AML Standard Technical Specification.

Special Considerations: None

Major Incidentals: Clearing, grubbing, windrowing, burning, pipe removal and disposal, pipe cleanout, temporary diversion ditch construction, domestic debris removal and disposal, access improvement/construction, in-kind fence repair/replacement.

Measurement: Actual Quantities shall be measured with a handheld GPS and rounded up to the next whole 0.5 acre actually cleared and grubbed (excludes slurry and refuse areas).

Payment: Payment shall be the product of the Actual Accepted Quantities and the Unit Price bid for “SITE PREPARATION- WASTE AREAS” in accordance with the “General Provisions” AML Standard Technical

Specification. Such payment shall constitute full compensation for all labor, materials, equipment, and other items necessary to complete the work.

COR & BID & BMP 7

7 TREE CHIPPING This item of work shall consist of furnishing all materials, equipment, and labor as depicted on the Drawings and as directed by the ENGINEER in accordance with the “Site Preparation” AML Standard Technical Specification.

Special Considerations: None

Major Incidentals: Chipping

Measurement: Actual Quantities shall be measured with a handheld GPS and rounded up to the next whole 0.5 acre actually cleared and chipped.

Payment: Payment shall be the product of the Actual Accepted Quantities and the Unit Price bid for “TREE CHIPPING” in accordance with the “General

Provisions” AML Standard Technical Specification. Such payment shall constitute full compensation for all labor, materials, equipment, and other items necessary to complete the work.

8 DOMESTIC,

INDUSTRIAL, &

MINING DEBRIS

DISPOSAL

This item of work shall consist of furnishing all material, equipment, and labor necessary to remove industrial and mining debris within the project limits as depicted on the Drawings and as directed by the ENGINEER in accordance with the “Industrial Mining Debris Removal” and “Site Preparation” AML

Standard Technical Specifications.

Special Considerations: None

Measurement: Actual Quantities shall be measured based on weigh tickets supplied to the ENGINEER as ton(s) hauled to an appropriate landfill.

Payment: Payment shall be the product of Actual Accepted Quantities and the

Unit Price for “DOMESTIC, INDUSTRIAL, & MINING DEBRIS

DISPOSAL” in accordance with the “General Provisions” AML Standard

Technical Specification. Such payment shall constitute full compensation for all labor, materials, equipment, and incidentals.

COR & BID & BMP 8

9 60-KSI

REINFORCING

STEEL

This item consists of furnishing all materials, equipment, and labor necessary to properly installing 60 KSI reinforcing steel of various diameters and lengths as depicted on the Drawings and as directed by the ENGINEER in accordance with the “Concrete” and “Steel” AML Standard Technical Specifications.

This bid item covers steel used for: reinforcement in concrete ditches (all types), footers, retaining walls, concrete piles & cap reinforcement, anchors, Special Considerations: See AML Technical Specification for overlap Steel

Item 2.2.6.

No splicing shall be permitted for length of steel less than 10 feet in length.

Splicing of lengths between 10 feet and 20 feet is allowed. No lengths less than

4 feet is allowed including the overlap.

For lengths greater than 20 feet splicing is allowed. Minimum length of steel shall be 10 foot including overlap.

Maximum of 10 % payment for overlap steel.

Major Incidentals: Coatings, excess steel, connections, cut-offs, testing, and waste materials

Measurement: Actual Quantities shall be measured as pounds of reinforcing steel placed and accepted by the ENGINEER. Actual Quantities may be obtained by using a CRSI chart that shows lbs/lf for each size bar and multiplying the length of each bar used.

Payment: Payment shall be the product of the Actual Accepted Quantities and the Unit Price bid for “60-KSI REINFORCING STEEL” in accordance with the “General Provisions” AML Standard Technical Specification. Such payment as specified shall constitute full compensation for all labor, materials, equipment, and incidentals.

10 CONCRETE-

FORMED &

FINISHED

This item consists of furnishing all materials, equipment, and labor necessary to construct concrete field cast items as depicted on the Drawings and as directed by the ENGINEER in accordance with the “Concrete” AML Standard

Technical Specification. This bid item covers concrete used for: concrete ditches (all types), retaining walls (all types), footers, caps, and any other purpose that requires formwork and/or finishing. All formwork, no matter the size/scale or changes are incidental, including increases in heights of walls.

Special Considerations: None

Inspector Notes: Collect manufacturer certificates for each unit.

Major Incidentals: Formwork (including height/width increases), admixtures, finishing, materials testing.

Measurement: Actual Quantities shall be measured as the next whole cubic yard installed and accepted by the ENGINEER.

Payment: Payment shall be the product of the Actual Accepted Quantities and the Unit Price for “CONCRETE- FORMED & FINISHED” in accordance with the “General Provisions” AML Standard Technical Specification. Such payment shall constitute full compensation for all labor, materials, equipment, and incidentals.

COR & BID & BMP 9

11 FILTER FABRIC This item consist of furnishing all materials, equipment, and labor, necessary to install filter fabric utilized in ditch construction as depicted on the Drawings and as directed by the ENGINEER in accordance with “Filter Fabric” AML

Standard Technical Specification. This includes all types of filter fabric used on a jobsite. The standard details list the type and quantity of fabric for each purpose.

Special Considerations: None

Inspector Notes: Collect manufacturer certificates for each unit.

Major Incidentals: Staples

Measurement: Actual Quantities shall be measured as the next whole square yard installed and accepted by the ENGINEER.

Payment: Payment shall be the product of the Actual Accepted Quantities and the Unit Price bid for “FILTER FABRIC” in accordance with the “General

12 GEOGRID This item consist of furnishing all materials, equipment, and labor, necessary to install geogrid, including all labor, materials, and accessories as depicted on the

Drawings and as directed by the ENGINEER in accordance with “Geo-grid”

AML Standard Technical Specification. All geo-grid is bi-axial, except for tails behind Non-reinforced Block Walls- Type I.

Special Considerations: None

Inspector Notes: Collect manufacturer certificates for each unit.

Major Incidentals: Staples

Measurement: Actual Quantities shall be measured as the next whole square yard installed and accepted by the ENGINEER.

Payment: Payment shall be the product of the Actual Accepted Quantities and the Unit Price bid for “GEOGRID” in accordance with the “General

13 NO. 2 STONE

BACKFILL

This item shall consists of furnishing all materials, equipment, and labor necessary to place No. 2 stone aggregate as depicted on the Drawings and as directed by the ENGINEER in accordance with “Crushed Aggregate and

Channel Lining” AML Standard Technical Specification.

Special Considerations: None

Measurement: Actual Quantities shall be measured based on weigh tickets supplied to the ENGINEER as ton(s) installed and accepted by the

ENGINEER.

Payment: Payment shall be the product of the Actual Accepted Quantities and the Unit Price bid for “NO. 2 STONE BACKFILL” in accordance with the

“General Provisions” AML Standard Technical Specification. Such payment shall constitute full compensation for all labor, materials, equipment, and

COR & BID & BMP 10

14 CLASS II BACKFILL This item consists of furnishing all materials, equipment, and labor necessary to place Class II aggregate as depicted on the Drawings and as directed by the

ENGINEER in accordance with the “Crushed Aggregate and Channel Lining”

AML Standard Technical Specification.

Special Considerations: None

Measurement: Actual Quantities shall be measured based on weigh tickets supplied to the ENGINEER as ton(s) of each type of aggregate installed and accepted by the ENGINEER.

Payment: Payment shall be the product of the Actual Accepted Quantities and the Unit Price bid for “CLASS II BACKFILL" in accordance with the “General constitute full compensation for all labor, materials, equipment, and incidentals.

SILT CONTROL

15 SILT BARRIER–

BALES & FENCE

This item consists of furnishing all materials, equipment, and labor necessary to maintain silt control as depicted on the Drawings, AML Standard Details, and as directed by the ENGINEER in accordance with the “Silt Control” AML

Standard Technical Specification. Hay/straw bales shall be placed with an overlap equal to 0.4 bales per linear foot of silt control fencing. Silt fence shall be trenched and removed at the end of the project. Failure to remove silt control fence (geotextile fabrics) shall result in forfeiture of demobilization.

Special Considerations: None

Major Incidentals: Maintenance, silt fence trenching and removal

Measurement: Actual Quantities shall be measured as the next whole linear foot installed and accepted by the ENGINEER.

Payment: Payment shall be the product of the Actual Accepted Quantities and the Unit Price bid for “SILT BARRIER - BALES & FENCE" in accordance with the “General Provisions” AML Standard Technical Specification. Such payment shall constitute full compensation for materials, equipment, labor, and

COR & BID & BMP 11

EARTHWORK

16 HOE RAM This item consist of furnishing all materials, equipment, and labor necessary to accomplish the required excavation of rock utilizing a hoe ram as depicted on the Drawings and as directed by the ENGINEER in accordance with the

“Equipment” AML Standard Technical Specification.

Special Considerations: None

Major Incidentals: Equipment, operator, fuel, maintenance items

Measurement: Actual Quantities shall be measured as the next whole equipment hour when required to construct ditches and other features approved by the ENGINEER.

Payment: Payment shall be the product of the Actual Accepted Quantities and the Unit Price bid for “HOE RAM” in accordance with the “General constitute full compensation for materials, equipment, labor and incidentals.

17 EARTHWORK This item consist of furnishing all materials, equipment, and labor necessary to accomplish the required excavation of material to the lines and grades as depicted on the Drawings and as directed by the ENGINEER in accordance with the “Earthwork” AML Standard Technical Specification.

Special Considerations: None

Major Incidentals: Excavation, transportation, placement, compaction of all excavated materials including rock ditches constructed without hoe ram.

Measurement: No measurements will be made unless the ENGINEER significantly revises the dimensions of the work area(s).

Payment: Payment shall be the product of the Plan Quantity Volume and the

Unit Price bid for “EARTHWORK” in accordance with the “General

Provisions” AML Standard Technical Specification. Such payment shall constitute full compensation for all labor, materials, equipment, and other items necessary to complete the work—this includes all transportation and gradework efforts associated with designated waste areas.

COR & BID & BMP 12

DRAINAGE CONTROL

SURFACE DRAINAGE

18 EROSION

CONTROL

BLANKET-ECB

(BENCHES,

DITCHES, &

SLOPES)

This item consist of furnishing all materials, equipment, and labor necessary to install all types of erosion control blanket (ECB) as depicted on the Drawings, AML Standard Details, and as directed by the ENGINEER in accordance with the “Erosion Control Blanket” AML Standard Technical Specification.

Subgrade preparation shall be incidental. Placement of ECB for slope protection will also be covered by this bid item.

Special Considerations: None

Major Incidentals: Excavation, subgrade preparation

Measurement: Actual Quantities shall be measured as the next whole square yard, including overlaps, installed and approved by the ENGINEER.

Payment: Payment shall be the product of the Actual Accepted Quantities and the Unit Price bid for “EROSION CONTROL BLANKET-ECB” in accordance with the “General Provisions” AML Standard Technical

Specification. Such payment shall constitute full compensation full compensation for all labor, materials, equipment, and incidentals.

19 CLASS II / III –

(DITCHES,

ANCHORS, DRAINS,

& BUTTRESSES)

This item consist of furnishing all materials, equipment, and labor necessary to install Class II and Class III rock as depicted on the Drawings, AML Standard

Details, and as directed by the ENGINEER in accordance with “Crushed

Aggregate and Channel Lining” and “Ditches” AML Standard Technical

Specifications. Subgrade preparation shall be incidental. For channels with acid mine drainage DAML will use the current Limestone Sample Results published by the KY Department of Agriculture to determine an effective weight when material is from a source with < 85% calcium carbonate.

Special Considerations: None

Inspector Notes: Collect supplier tickets.

Major Incidentals: Excavation, subgrade preparation

Measurement: Actual Quantities shall be measured based on weigh tickets supplied to the ENGINEER as ton(s) installed and accepted by the

ENGINEER. Material for treating AMD and not meeting the 85% minimum is adjusted by multiplying the weight ticket tons by the ratio of the report %

CaCO3 (as Calcium %) to the 85% minimum, rounded to the nearest ton.

Material exceeding…

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File details come from the government source that posted it. Updated Mar 11, 2026.