COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-114-26

FOR: 24029 AMLBAML

AML Project Perry County, Kentucky

DATE: November 3, 2025

RFB-785-2600000199

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 11/3/2025, in lieu of previously issued.

END OF ADDENDUM

Invitation to Bid No. RFB-114-26 For: 24029 AMLBAML AML Project Perry 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 = 50,000.00$

2 UTILITY RELOCATION/REPLACEMENT A.C.U. A.C.U. 50,000.0 X NA ≤ 1.00$ = 50,000.00$

3 LANDSCAPE ALLOWANCE A.C.U. A.C.U. 2,000.0 X NA ≤ 1.00$ = 2,000.00$

4 TRAFFIC CONTROL L.S. L.S. 1.0 X $1,000.00 ≤ NA = $

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

6 SITE PREPARATION U.P. ACRE 9.0 X $750.00 ≤ $ = $

7 SITE PREPARATION- WASTE AREAS U.P. ACRE 2.5 X $750.00 ≤ $ = $

DOMESTIC, INDUSTRIAL, & MINING DEBRIS

DISPOSAL

L.S. L.S. 1.0 X $1,000.00 ≤ NA = $

9 GROUT U.P. CY 25.0 X $55.00 ≤ $ = $

10 60 KSI REINFORCING STEEL U.P. LBS 22,280.0 X $0.75 ≤ $ = $

11 CONCRETE- FORMED & FINISHED U.P. CY 510.0 X $350.00 ≤ $ = $

12 CONCRETE- NON-FORMED & NON-FINISHED U.P. CY 130.0 X $175.00 ≤ $ = $

13 FILTER FABRIC U.P. SY 2,455.0 X $1.00 ≤ $ = $

14 GEO-GRID U.P. SY 6,870.0 X $2.00 ≤ $ = $

15 NO. 2 STONE BACKFILL U.P. TON 1,025.0 X $25.00 ≤ $ = $

16 CLASS II BACKFILL U.P. TON 2,400.0 X $25.00 ≤ $ = $

17 SILT BARRIER - BALES & FENCE U.P. LF 1,700.0 X $1.00 ≤ $ = $

18 SILT TRAP - TYPE B U.P. EACH 3.0 X $500.00 ≤ $ = $

19 PILOT HOLE (3" DIA.) U.P. LF 120.0 X $5.00 ≤ $ = $

20 HOE RAM U.P. HOUR 80.0 X $50.00 ≤ $ = $

21 EARTHWORK (PLAN QUANTITY) P.Q. CY 9,500.0 X $1.00 ≤ $ = $

22 EROSION CONTROL BLANKET- ECB U.P. SY 5,250.0 X $1.25 ≤ $ = $

23 CLASS II / III U.P. TON 6,900.0 X $20.00 ≤ $ = $

GRATE AND ANCHOR (FOR RECTANGULAR

CONCRETE DITCH)

U.P. LF 230.0 X $25.00 ≤ $ = $

25 RETAINING WALL SUBDRAIN U.P. LF 615.0 X $14.00 ≤ $ = $

26 SUBDRAIN U.P. LF 2,400.0 X $14.00 ≤ $ = $

27 SUBDRAIN CONCRETE COLLARS U.P. EACH 4.0 X $50.00 ≤ $ = $

28 8" DIA. HDPE PIPE- STANDARD U.P. LF 100.0 X $8.00 ≤ $ = $

29 12" DIA. HDPE PIPE- STANDARD U.P. LF 20.0 X $10.00 ≤ $ = $

30 15" DIA. HDPE PIPE- STANDARD U.P. LF 100.0 X $12.00 ≤ $ = $

31 18" DIA. HDPE PIPE- STANDARD U.P. LF 200.0 X $15.00 ≤ $ = $

32 24" DIA. HDPE PIPE- STANDARD U.P. LF 40.0 X $25.00 ≤ $ = $

33 18" DIA. DWPP PIPE U.P. LF 50.0 X $15.00 ≤ $ = $

34 DROP BOX- CONCRETE U.P. EACH 2.0 X $1,200.00 ≤ $ = $

35 CONCRETE HEADWALL- PIPES ≤36" DIA. U.P. EACH 9.0 X $1,250.00 ≤ $ = $

36 SPRING BOX U.P. EACH 1.0 X $1,000.00 ≤ $ = $

37 SOIL DRILLING (12" DIA.) U.P. LF 560.0 X $15.00 ≤ $ = $

38 ROCK DRILLING (12" DIA.) U.P. LF 950.0 X $20.00 ≤ $ = $

39 RAILROAD RAILS- 130 LBS./YD. U.P. LF 840.0 X $10.00 ≤ $ = $

40 SCHEDULE 80 PIPE U.P. LF 1,008.0 X $10.00 ≤ $ = $

41 STEEL PANELS U.P. SF 1,500.0 X $10.00 ≤ $ = $

42 GUARDRAIL LAGGING U.P. LF 648.0 X $5.00 ≤ $ = $

NON-REINFORCED CONCRETE BLOCK WALL-

TYPE II

U.P. SF 3,231.0 X $25.00 ≤ $ = $

44 GABION RETAINING WALL U.P. CY 108.0 X $100.00 ≤ $ = $

45 SEEDBED PREPARATION U.P. ACRE 10.5 X $75.00 ≤ $ = $

46 AGRICULTURAL LIMESTONE U.P. TON 125.0 X $30.00 ≤ $ = $

47 FERTILIZER U.P. TON 4.0 X $1,000.00 ≤ $ = $

48 SEED U.P. LBS 840.0 X $6.00 ≤ $ = $

49 MULCH- STRAW & HAY U.P. ACRE 10.5 X $150.00 ≤ $ = $

50 COVER CROP U.P. BUSHEL 10.5 X $15.00 ≤ $ = $

51 RESIDENTIAL SEEDING U.P. ACRE 1.0 X $750.00 ≤ $ = $

52 DENSE GRADE AGGREGATE U.P. TON 125.0 X $20.00 ≤ $ = $

53 ROADWAY STONE U.P. TON 1,125.0 X $15.00 ≤ $ = $

54 BITUMINOUS REPAIR U.P. TON 350.0 X $75.00 ≤ $ = $

24029AMLBAML

PERRY COUNTY, KENTUCKY

BID SCHEDULE-ADDENDUM #1

REVISED BID SCHEDULE 11/3/2025 RFB-114-26

55 FLOWABLE FILL U.P. CY 10.0 X $35.00 ≤ $ = $

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

57 CHAIN-LINK FENCE-BLACK VINYL-COATED U.P. LF 610.0 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.

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 11/3/2025 RFB-114-26

5/16/2025

24029AMLBAML

Additional Construction Notes For

Addendum #1

• Three bid items have been amended as a result of Addendum #1 and are as follows:

1. Filter Fabric (SY)

a. 1,250 SY of additional Filter Fabric was added to the contract to use on the access road bench between the Jones site and Mr. Pennington’s.

2. Roadstone (Tons)

a. 550 Ton of additional Roadstone was added to the contract to use on the access road bench between the Jones site and Mr. Pennington’s, as well as on Mr. Pennington’s driveway around his home.

3. Bituminous Repair (Tons)

a. 125 Tons of additional Bituminous Repair was added to the contract to use on the access road at both the Jones and Fugate sites.