Addenudm One.pdf

COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-20-27

FOR: 25039 AMLMAML

AML Project Perry County, Kentucky

DATE: July 9, 2026

RFB-785-2600000677

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: Bidder must use Revised Bid Schedule 7-9-2026 in lieu of previously issued.

END OF ADDENDUM

Invitation to Bid No. RFB-20-27 For: 25039 AMLMAML 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 = 100,000.00$

2 UTILITY RELOCATION/REPLACEMENT A.C.U. A.C.U. 30,000.0 X NA ≤ 1.00$ = 30,000.00$

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

4 STRUCTURE REMOVAL/REPLACEMENT A.C.U. A.C.U. 10,000.0 X NA ≤ 1.00$ = 10,000.00$

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

DOMESTIC, INDUSTRIAL, & MINING

DEBRIS DISPOSAL

L.S. L.S. 1.0 X $5,000.00 ≤ NA = $

7 GROUT (GABION INLET HEADWALLS) U.P. CY 6.0 X $55.00 ≤ $ = $

8 60 KSI REINFORCING STEEL U.P. LBS 12,335.0 X $1.00 ≤ $ = $

9 CONCRETE- FORMED & FINISHED U.P. CY 85.0 X $350.00 ≤ $ = $

CONCRETE- NON-FORMED & NON-

FINISHED

U.P. CY 485.0 X $175.00 ≤ $ = $

11 FILTER FABRIC U.P. SY 4,770.0 X $1.00 ≤ $ = $

12 GEO-GRID U.P. SY 2,590.0 X $2.00 ≤ $ = $

13 CLASS II BACKFILL U.P. TON 18,000.0 X $25.00 ≤ $ = $

14 SILT BARRIER - BALES & FENCE U.P. LF 575.0 X $1.00 ≤ $ = $

15 SILT TRAP - TYPE B U.P. EACH 1.0 X $500.00 ≤ $ = $

16 SILT CONTROL GABION (WEIRS) U.P. CY 3.0 X $150.00 ≤ $ = $

17 PILOT HOLE (3" DIA.) U.P. LF 240.0 X $5.00 ≤ $ = $

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

19 EARTHWORK (MEASURED) U.P. CY 7,500.0 X $1.00 ≤ $ = $

20 EARTHWORK - GRADEWORK U.P. ACRE 1.25 X $2,500.00 ≤ $ = $

21 EROSION CONTROL BLANKET- ECB U.P. SY 3,000.0 X $1.25 ≤ $ = $

22 CLASS II / III U.P. TON 850.0 X $20.00 ≤ $ = $

23 GABION RECTANGULAR DITCH U.P. CY 501.0 X $100.00 ≤ $ = $

24 RETAINING WALL SUBDRAIN U.P. LF 680.0 X $14.00 ≤ $ = $

25 SUBDRAIN U.P. LF 560.0 X $14.00 ≤ $ = $

26 SUBDRAIN CONCRETE COLLARS U.P. EACH 1.0 X $100.00 ≤ $ = $

27 8" DIA. HDPE PIPE- STANDARD U.P. LF 60.0 X $9.00 ≤ $ = $

28 15" DIA. HDPE PIPE- STANDARD U.P. LF 40.0 X $12.00 ≤ $ = $

29 18" DIA. HDPE PIPE- STANDARD U.P. LF 100.0 X $15.00 ≤ $ = $

30 24" DIA. HDPE PIPE- STANDARD U.P. LF 30.0 X $25.00 ≤ $ = $

31 36" DIA. HDPE PIPE- STANDARD U.P. LF 40.0 X $30.00 ≤ $ = $

32 48" DIA. HDPE PIPE- STANDARD U.P. LF 80.0 X $50.00 ≤ $ = $

33 60" DIA. HDPE PIPE- STANDARD U.P. LF 60.0 X $50.00 ≤ $ = $

34 CONCRETE HEADWALL- PIPES 60" DIA. U.P. EACH 2.0 X $1,250.00 ≤ $ = $

25039AMLMAML

PERRY COUNTY, KENTUCKY

BID SCHEDULE

REVISED BID SCHEDULE 7-9-2026 RFB-20-27

CONCRETE HEADWALL- 48" MULTI-

BARREL

U.P. EACH 2.0 X $2,500.00 ≤ $ = $

36 GABION HEADWALLS U.P. CY 45.0 X $125.00 ≤ $ = $

37 SOIL DRILLING (12 INCH) U.P. LF 1,480.0 X $15.00 ≤ $ = $

38 SOIL DRILLING (18 INCH) U.P. LF 3,335.0 X $18.00 ≤ $ = $

39 ROCK DRILLING (12 INCH) U.P. LF 510.0 X $25.00 ≤ $ = $

40 ROCK DRILLING (18 INCH) U.P. LF 1,150.0 X $35.00 ≤ $ = $

41 STEEL PILES (W8 x 40) U.P. LF 4,485.0 X $20.00 ≤ $ = $

42 RAILROAD RAILS- 130 LBS./YD. U.P. LF 1,989.0 X $15.00 ≤ $ = $

43 GUARDRAIL LAGGING U.P. LF 2,100.0 X $5.00 ≤ $ = $

44 GABION RETAINING WALL U.P. CY 3,885.0 X $100.00 ≤ $ = $

45 AUGER HOLE CLOSURE U.P. LF 50.0 X $20.00 ≤ $ = $

46 SEEDBED PREPARATION U.P. ACRE 4.0 X $75.00 ≤ $ = $

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

48 FERTILIZER U.P. TON 2.0 X $750.00 ≤ $ = $

49 SEED U.P. LBS 320.0 X $6.00 ≤ $ = $

50 MULCH- STRAW & HAY U.P. ACRE 4.0 X $150.00 ≤ $ = $

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

52 DENSE GRADE AGGREGATE U.P. TON 800.0 X $20.00 ≤ $ = $

53 ROADWAY STONE U.P. TON 1,400.0 X $20.00 ≤ $ = $

54 BITUMINOUS REPAIR U.P. TON 450.0 X $75.00 ≤ $ = $

55 ACCESS GATE U.P. EACH 1.0 X $200.00 ≤ $ = $

56 CHAIN-LINK FENCE U.P. LF 680.0 X $20.00 ≤ $ = $

57 STEEL "W" BEAM GUARDRAIL BARRIER U.P. LF 400.0 X $30.00 ≤ $ = $

58 GUARDRAIL TERMINAL SECTION U.P. EACH 2.0 X $150.00 ≤ $ = $

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 7-9-2026 RFB-20-27

2-26-26

25039AMLMAML

Additional Construction Notes For

Addendum #1

• Pilot Hole (3" DIA.)

An error was corrected on Bid Item #17, PILOT HOLE (3" DIA.). The revised quantity is 240 linear feet (L.F.), which includes approximately 200 linear feet of pilot hole drilling within the lower wall area and 40 linear feet of drilling along the waste area access road wall.

• BABAA Certification Requirements

A question was raised regarding whether contractors are required to provide product certifications demonstrating compliance with the Build America, Buy America Act (BABAA).

After consulting with Joel Murphy, it was determined that the awarded contractor will be required to provide documentation certifying that applicable products comply with BABAA requirements.