Addendum One.pdf

PDF 19 MB Posted Nov 26, 2025

Attached to: RFB-135-26 24027AMLBAML, Pike County
Solicitation number: RFB 785 2600000231 2
Issued by: Nelson County, Kentucky

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Written by GovTribe AI · Mar 12, 2026

This addendum to Invitation to Bid No. RFB-135-26 is issued by the Commonwealth of Kentucky Department for Facilities and Support Services, Division of Engineering and Contract Administration, in conjunction with the Department for Natural Resources, Division of Abandoned Mine Lands, for the 24027 AMLBAML AML Project in Pike County, Kentucky. The project involves reclamation work at a site located at 37605 KY-194, Phelps, KY 41553, with an additional waste area near Lynntrough Branch. Work includes portal closure with wildlife-accessible closure, installation of retaining walls, subdrain systems, drop boxes, debris barrier walls, chain-link fencing, erosion control measures, and site preparation and restoration activities across approximately 2.6 acres of project area and 0.8 acres of fill area. The bid schedule contains 37 line items covering mobilization, utility relocation, landscape allowance, traffic control, structure removal, site preparation, reinforcing steel, concrete work, filter fabric, geo-grid, stone backfill, earthwork, erosion control blanket, subdrain installation, pipe installation, concrete blocks, portal closure, seedbed preparation, agricultural limestone, fertilizer, seed, mulch, cover crop, residential seeding, dense grade aggregate, roadway stone, bituminous repair, debris barrier wall, and chain-link fence installation. Addendum One, dated November 26, 2025, mandates that bidders use the Revised Bid Schedule dated 11/26/2025 in lieu of the previously issued version and incorporate all additions, deletions, and changes to specifications and drawings as outlined in the attached addendum.

The bid schedule establishes unit prices and quantities for each line item, with several items carrying an Allowable Price Limit (APL) range that must be observed; unit prices outside the APL range may be considered unbalanced bids requiring written justification if the bid is deemed the lowest responsive bid. Key fixed-price items include mobilization at $40,000.00 lump sum, traffic control at $500.00 lump sum, with additional costs for site preparation at $750.00 per acre, concrete work at $350.00 per cubic yard, and various backfill and material costs ranging from $1.00 to $2,000.00 per unit depending on the specific item. The contractor must call Kentucky 811 two business days prior to any excavation activities and is responsible for utility relocation compliance per the technical specifications. The portal closure must occur after November 14th and prior to April 1st. 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. Standard AML details and technical specifications are available on the website at eec.ky.gov/aml, and by bidding on this project, the contractor acknowledges review and understanding of these specifications as they apply to the work.

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Final_RFB_785_2600000231_1_SO_FORM.PDF	PDF	Nov 26, 2025
Final_RFB_785_2600000231_2_SO_FORM.PDF	PDF	Nov 26, 2025

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COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-135-26

FOR: 24027 AMLBAML

AML Project Pike County, Kentucky

DATE: November 26, 2025

RFB-785-2600000231

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: Bidders must use Revised Bid Schedule 11/26/2025 in lieu of previously issued.

END OF ADDENDUM

Invitation to Bid No. RFB-135-26 For: 24027 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 = 40,000.00$

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. 3,000.0 X NA ≤ 1.00$ = 3,000.00$

4 TRAFFIC CONTROL L.S. L.S. 1.0 X $500.00 ≤ NA = $

5 STRUCTURE REMOVAL/REPLACEMENT A.C.U. A.C.U. 15,000.0 X NA ≤ 1.00$ = 15,000.00$

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

7 SITE PREPARATION- WASTE AREAS U.P. ACRE 2.0 X $750.00 ≤ $ = $

8 60 KSI REINFORCING STEEL U.P. LBS 3,995.0 X $0.75 ≤ $ = $

9 CONCRETE- FORMED & FINISHED U.P. CY 225.0 X $350.00 ≤ $ = $

10 FILTER FABRIC U.P. SY 505.0 X $1.00 ≤ $ = $

11 GEO-GRID U.P. SY 925.0 X $2.00 ≤ $ = $

12 NO. 2 STONE BACKFILL U.P. TON 1,000.0 X $25.00 ≤ $ = $

13 CLASS II BACKFILL U.P. TON 375.0 X $25.00 ≤ $ = $

14 SILT BARRIER - BALES & FENCE U.P. LF 1,000.0 X $1.00 ≤ $ = $

15 HOE RAM U.P. HOUR 50.0 X $50.00 ≤ $ = $

16 EARTHWORK (PLAN QUANTITY) P.Q. CY 2,000.0 X $1.00 ≤ $ = $

17 EROSION CONTROL BLANKET- ECB U.P. SY 580.0 X $1.25 ≤ $ = $

18 CLASS II / III U.P. TON 225.0 X $20.00 ≤ $ = $

19 RETAINING WALL SUBDRAIN U.P. LF 400.0 X $14.00 ≤ $ = $

20 SUBDRAIN U.P. LF 500.0 X $14.00 ≤ $ = $

21 18" DIA. HDPE PIPE- STANDARD U.P. LF 180.0 X $15.00 ≤ $ = $

22 24" DIA. DWPP PIPE U.P. LF 60.0 X $0.00 ≤ $ = $

23 DROP BOX- CONCRETE U.P. EACH 3.0 X $1,200.00 ≤ $ = $

NON-REINFORCED CONCRETE BLOCK WALL-

TYPE II

U.P. SF 3,390.0 X $25.00 ≤ $ = $

25 PORTAL CLOSURE U.P. EACH 1.0 X $1,000.00 ≤ $ = $

26 SEEDBED PREPARATION U.P. ACRE 3.0 X $75.00 ≤ $ = $

27 AGRICULTURAL LIMESTONE U.P. TON 50.0 X $30.00 ≤ $ = $

28 FERTILIZER U.P. TON 2.0 X $1,000.00 ≤ $ = $

29 SEED U.P. LBS 240.0 X $6.00 ≤ $ = $

30 MULCH- STRAW & HAY U.P. ACRE 3.0 X $150.00 ≤ $ = $

31 COVER CROP U.P. BUSHEL 5.0 X $15.00 ≤ $ = $

32 RESIDENTIAL SEEDING U.P. ACRE 3.0 X $750.00 ≤ $ = $

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

34 ROADWAY STONE U.P. TON 600.0 X $15.00 ≤ $ = $

35 BITUMINOUS REPAIR U.P. TON 300.0 X $75.00 ≤ $ = $

36 DEBRIS BARRIER WALL- BALE & PLYWOOD U.P. LF 220.0 X $20.00 ≤ $ = $

37 CHAIN-LINK FENCE U.P. LF 800.0 X $20.00 ≤ $ = $

BID TOTAL = $

* 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.

24027AMLBAML RECLAMATION PROJECT

PIKE COUNTY, KENTUCKY

BID SCHEDULE

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.

REVISED BID SCHEDULE 11/26/2025 RFB-135-26

COMMONWEALTH OF KENTUCKY

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PLANVIEW

PORTAL PHOTOS

PROFILES

WASTE AREA

24027AMLBAML RECLAMATION PROJECT

PIKE COUNTY, KENTUCKY

24027AM

LBAM

L R

LAM

ATIO

JEC

PIKE C

O U

11/26/2025 9:48:18 AM michael.kearney

DRIVING DIRECTIONS: From the US-23 & US-119 intersection, turn onto US-119 North. Continue on US-119N for 8 miles. Take the KY-194E exit toward Phelps. Turn left onto KY-194E and continue for 9 miles. Continue straight onto KY-632E for 14 miles. Turn right onto KY-194 and continue for .7 miles. Project area will be on the left.

LATITUDE: 37.5083 LONGITUDE: -82.1431

LOCATION: 37605 KY-194, Phelps, KY 41553

The waste area is location on Lynntrough Branch near Majestic

LATITUDE: 37.5310 LONGITUDE: -82.1048

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. 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.

Index of Sheets

Project Area: 37605 KY-194, Phelps, KY 41553

Waste Area: LAT: 37.5310 LON: -82.1048

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MICHAEL W. KEARNEY 37318

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880 880

KY-194

CEMETERY

- DO NOT

DISTURB

Christian Community Center

ClayCampbell

Barn

SEPTIC

LAT: 37.5083

LON: -82.1431

Hur ley

R es ide nc e

KY-194

CEMETERY

DO NOT DISTURB

Close open portal 1 with Standard Wildlife Accessible Closure (AML 40-20-2). Excavate front of portal to drain into combination ditch.

(NOTE: Portal Closure must occur after November 14th and prior to April 1)

Collapsed Portals 2 and 3, do not disturb

Install two (2) Drop Box - Inlet Type 2 (AML 24-10-2) at these points Install 500 LF of Subdrain. Connect to retaining wall subdrain and pipe along roadside. Outlet to natural drain at east end.

Install 180 LF of Non-Reinforced Block Wall Type II at 6' (4 blocks) tall. (AML 30-20-2). Wing into hillside at ends.

Install 100LF Debris Barrier Wall (50-20-1)

Install 220 LF of 10.5' tall (7 blocks)

Non-Reinforced Block Wall - Type II (AML

30-20-2). Wing into hillside. Expected tree disturbance of .1 acres. Install 150 LF

Debris Barrier Wall (50-20-1)

Install 280 LF of Combination Rock Ditch Drain 2' FB (AML 22-30-4) from portal closure to second retaining wall. Follow path between fence lines. 0.1 acres of tree disturbance expected in this area for installation.

Install 180 LF of 18" HDPE pipe from drop box to T junction

Install a drop box for existing and new pipes. (AML 24-10-2)

Install 60 LF of 24" DWPP pipe underneath driveway to drop box

Outlet subdrain to drop box

Possible gas line.

Power Pole

Power Poles

Use existing access road to install portal closure. Up to 0.2 acres tree removal for access.

Avoid access along cemetery.

Fill area (0.8 ac). Grade and rock at the direction of AML to maintain parking area at completion. Do not fill below elevation 870 as staked in the field to avoid floodplain

Project Limits

Existing chain-link fence around property to be removed and replaced where damaged by slide and as needed for access

Install 200 LF 4' ECB Swale Ditch (AML 21-10-3) draining towards rock ditch. At high point, transition to slope towards subdrain at east end.

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24027AMLBAML RECLAMATION PROJECT

ENERGY AND ENVIRONMENT CABINET

DEPARTMENT OF NATURAL RESOURCES

DIVISION OF ABANDONED MINE LANDS

FRANKFORT, KY

COUNTY

SHEET

NO.

TOTAL

SHEETS

FINANCE & ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES & SUPPORT SERVICES

DIVISION OF ENGINEERING & CONTRACT ADMINISTRATION

FRANKFORT, KY

COMMONWEALTH OF KENTUCKY

PLANVIEWDRAWN BY

CHECKED BY

DATE

11/2025

MWK

PIKE 2 5

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LAT:37.5097 LON:82.1439

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LAT:37.5099 LON:82.1432

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LAT:37.5100 LON:82.1435

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LAT:37.5101 LON:82.1436

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MICHAEL W. KEARNEY 37318

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24027AMLBAML RECLAMATION PROJECT

ENERGY AND ENVIRONMENT CABINET

DEPARTMENT OF NATURAL RESOURCES

DIVISION OF ABANDONED MINE LANDS

FRANKFORT, KY

COUNTY

SHEET

NO.

TOTAL

SHEETS

FINANCE & ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES & SUPPORT SERVICES

DIVISION OF ENGINEERING & CONTRACT ADMINISTRATION

FRANKFORT, KY

COMMONWEALTH OF KENTUCKY

PORTAL PHOTOSDRAWN BY

CHECKED BY

DATE

11/2024

MWK

PIKE 3 5

portal1 37.50985 -82.1432 open portal2 37.50998 -82.1436 collapsed portal3 37.51002 -82.1436 collapsed

Portal 1 Portal 2

Portal 3

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MICHAEL W. KEARNEY 37318

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0+00 0+50 1+00 1+50 2+00 2+50 3+00

Campbell

CONSTRUCTION NOTES:

Protect structures with Debris Barrier Wall (AML 50-20-1)

Ensure proper silt control with AML 10-10-1 and 10-10-2 at all times

Wall elevations are approximate. Final location will be staked in the field

Portal closure will occur after November 14th and prior to April 1st

Portal 1 to be closed with wildlife accessible closure

6ft Type II block wall with backfill toward hillside.

Footer at 907'

10.5ft Type II block wall with backfill.

Footer at 875'

Route ditch to west side of wall and house

Barn and debris barrier wall

Construct Standard Wildlife Accessible Closure and route drainage into pipe of combination ditch. Ensure no human access and positive drainage down hillside.

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24027AMLBAML RECLAMATION PROJECT

ENERGY AND ENVIRONMENT CABINET

DEPARTMENT OF NATURAL RESOURCES

DIVISION OF ABANDONED MINE LANDS

FRANKFORT, KY

COUNTY

SHEET

NO.

TOTAL

SHEETS

FINANCE & ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES & SUPPORT SERVICES

DIVISION OF ENGINEERING & CONTRACT ADMINISTRATION

FRANKFORT, KY

COMMONWEALTH OF KENTUCKY

PROFILESDRAWN BY

CHECKED BY

DATE

11/2024

MWK

PIKE 4 5

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MICHAEL W. KEARNEY 37318

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LAT:37.5310

LON:82.1048

Lynntrough Branch

KY-194

Proposed Fill Area

(0.8 ACRE)

No trees will be disturbed for fill

LAT:37.5308

LON:82.1009

Access to area

Project Limits (2.6 ACRE)

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24027AMLBAML RECLAMATION PROJECT

ENERGY AND ENVIRONMENT CABINET

DEPARTMENT OF NATURAL RESOURCES

DIVISION OF ABANDONED MINE LANDS

FRANKFORT, KY

COUNTY

SHEET

NO.

TOTAL

SHEETS

FINANCE & ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES & SUPPORT SERVICES

DIVISION OF ENGINEERING & CONTRACT ADMINISTRATION

FRANKFORT, KY

COMMONWEALTH OF KENTUCKY

WASTE AREADRAWN BY

CHECKED BY

DATE

11/2024

MWK

PIKE 5 5

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Addendum One

24027AMLBAML_BidSchedule

24027AMLBAML_Planset

Sheets and Views

ACAD-24027AMLBAML_Design-COVERSHEET

ACAD-24027AMLBAML_Design-Planview

ACAD-24027AMLBAML_Design-Portal Photos

ACAD-24027AMLBAML_Design-Profiles

ACAD-24027AMLBAML_Design-Waste Area

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