W912P519B0001_Amendment_02.pdf

CONTRACTING DIVISION (RK)

110 9TH AVENUE SOUTH, ROOM A680

NASHVILLE TN 37203

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Project: Wolf Creek Project Federal Lands Transportation Program (FLTP) The purpose of amendment 0002:

1. Post Revised Plans and Specif ications

2. Delete Option 4 - Repair Wolf Creek Dam Overlook Pavement from bid schedule.

3. Post Questions and Answ ers received from site visit w alk thru on 10-July-2019.

4. Modif ies DFARS 252.236-7001, Contract Draw ings and Specif ications.

5. FAR 52.252-3 is updated.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 11

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 23-Jul-2019

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912P519B0001

X 9B. DATED (SEE ITEM 11)

19-Jun-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

22-Jul-2019

CODE

US ARMY CORPS OF ENGINEERS-CELRN-RC-N

DIRECTORATE OF CONTRACTING

110 9TH AVENUE SOUTH, RM A680

NASHVILLE TN 37203

W912P5 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE W912P5

FACILITY CODECODE

EMAIL:TEL:

W912P519B0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

CLIN 0007

The CLIN extended description has changed from:

OPTION NO. 4: REPAIR WOLF CREEK DAM OVERLOOK PAVEMENT - TO BE DELETED FROM BID

SCHEDULE -

To:

OPTION NO. 4: REPAIR WOLF CREEK DAM OVERLOOK PAVEMENT - DELETED FROM BID

SCHEDULE -

The pricing detail quantity has decreased by 1.00 from 1.00 to 0.00.

The option status has changed from Option to No Status.

The following Delivery Schedule for CLIN 0007 has been deleted:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

290 dys. ANP EAST AREA OFC, WOLF CREEK

JASON PHILLIPS

US ARMY CORPS OF ENGINEERS

980 POWER PLANT RD.

JAMESTOWN KY 42629

FOB: Destination

W912P5

SECTION 00 21 00 - INSTRUCTIONS

The following have been added by full text:

AMENDMENT 02 - CHANGES

W912P5-19-B-0001

AMENDMENT 0002

WOLF CREEK PROJECT

FLTP PAVING

DESCRIPTION OF CHANGES

PLAN CHANGE

1. Cover Sheet: Removed “DAM OVERLOOK, RUSSELL COUNTY, KENTUCKY” from the Cover sheet.

2. Q2-0/15: Removed “OVERLOOK AREA; Q2-69/397 PAVING PLAN – BID OPTION 4 – OVERALL PLAN” from the SHEET INDEX sheet.

3. Q2-3/47: Removed “THE WOLF CREEK DAM OVERLOOK AREA” from NOTE 1. on the LOCATION AND VICIINITY MAP sheet.

4. Q2-69/397: Deleted sheet Q2-69/397 from the plan package.

5. Q2-69/404: Deleted Detail A from the PROJECT PAVING DETAILS sheet.

SPECIFICATION CHANGE

1. COVER: Removed “Dam Overlook Russell County, Kentucky” from the cover sheet.

2. SECTION 1 22 00 SECTION TABLE OF CONTENTS - Paragraph 1.1 PAYMENT ITEMS:

removed Asphalt Pavement Full Depth (Deep) Patching Repair (1.1.8 THRU 1.1.8.3) from the payment items Table of Contents.

3. SECTION 1 22 00 PRICE AND PAYMENT PROCEDURES – Paragraph 1.1 PAYMENT ITEMS:

removed Asphalt Pavement Full Depth (Deep) Patching Repair (1.1.8 THRU 1.1.8.3) from the payment items.

4. SECTION 02 41 00 – Paragraph 1.5 AVAILABILITY OF WORK AREAS sub-paragraph c.:

removed “Wolf Creek Dam Overlook Area: No date restrictions. The Contractor shall notify the COR 72 hours before mobilization and start of work in this area.” and changed the verbiage “For the three areas mentioned above” to read “For the two areas mentioned above”.

5. SECTION 32 01 17 – Paragraph 2.1 SEALANTS: removed “and Wolf Creek Overlook Pavement areas” from the schedule.

BID SCHEDULE CHANGE

1. The following items have been deleted from the original solicitation bid schedule:

14. Asphalt Pavement Full Depth (Deep) Patching Repair 1,000 SY _________ _________

31. Graded Crushed Aggregate Base 28 TON _________ _________

40. Graded Crushed Aggregate Base 30 TON _________ _________

49. Graded Crushed Aggregate Base 5 TON _________ _________

Bid Option No. 4

REPAIR WOLF CREEK DAM OVERLOOK PAVEMENT

53. Hot Mix Asphalt (HMA) for Roadways 220 LB/SY @ 2” Thickness 194 TON ________ __________

54. Sealing Cracks in Bituminous Pavement 100 LF ________ __________

55. Paint Markings, 4” Parking 440 LF ________ ___ ______

56. Sawcut Pavement, 4” Depth 65 LF ________ ____ _____

57. Graded Crushed Aggregate for Roadway Shoulder 12 TON ________ __________

58. Site Work 1 JOB XXX __________

Bid Option No. 4 SUB-TOTAL (ITEMS 53 THRU 58) __________

2. The following items have been changed in the original solicitation bid schedule:

25. Hot Mix Asphalt (HMA) For Roadways 220 LB/SY @ 2” Thickness 708 TON _________ _____

34. Hot Mix Asphalt (HMA) for Roadways 220 LB/SY @ 2” Thickness 490 TON _________ _________

51. Install New Precast Concrete Wheel Stops 8 EA _________ ___ _____

////////////////////////////////////////////////////////// NOTHING FOLLOWS ////////////////////////////////////////////////////////////////

QUESTIONS AND ANSWERS

W912P519B0001 - Wolf Creek Project Federal Lands Transportation Program (FLTP) Paving

Site Visit Questions and Answers

1. Can the project superintendent serve as both the Quality Control Manager and SSHO?

Response:

The Project Superintendent must be a separate person from the Quality Control Manager and SSHO. According to Project Specification Section 01 35 26 1.6.1.2, the CQC Manager and the SSHO can be the same person for this project as long as the designated person is qualified to successfully manage that work.

REVISED BID SCHEDULE

BIDDER'S NAME:_______________________________________________________________

BIDDING SCHEDULE

Item Estimated Unit Estimated No. Description Quantity Unit Price Amount___

BASE BID:

Base Bid Area No. 1

RIVER ROAD PAVEMENT AND DRAINAGE

1. Hot Mix Asphalt (HMA) for Roadways 220 LB/SY @ 2” Thickness 196 TON ________ _______

2. Grade and Compact Existing Roadway Base 1,120 SY ________

3. Install 6” Polyethylene Drain Pipe 826 LF _________ _________

4. No. 57 Stone for French Drain 22 TN _________ _________

5. Sawcut Pavement, 4” Depth 32 LF _________ _________

6. Graded Crushed Aggregate Base 165 TON _________ _________

7. Graded Crushed Aggregate for Roadway Shoulder 12 TON _________ _________

8. Excavation 455 CY _________ _________

9. Geotextile Fabric, Non-woven 855 SY _________ _________

10. Stone Protection 200 TON _________ _________

11. Site Work 1 JOB XXX _______

BASE BID AREA NO 1. SUB-TOTAL (ITEMS 1 THRU 11) _________

Base Bid Area No. 2

REPAIR FISHING CREEK RECREATION AREA PAVEMENT BETWEEN STA 13+30 AND

17+70 AS SHOWN ON PLAN SHEETS (Pavement between Campsites 36 and 44)

12. Hot Mix Asphalt (HMA)

220 LB/SY @ 2” Thickness 330 TON ________ _______

13. Pavement/Base Demo and Removal, 19” Depth 1,000 SY ________

14. Sawcut Pavement, 4” Depth 700 LF _________ _________

15. Graded Crushed Aggregate Base 740 TON _________ _________

16. Graded Crushed Aggregate for Roadway Shoulder 4 TON _________ _________

17. Site Work 1 JOB XXX _______

BASE BID AREA NO 2. SUB-TOTAL (ITEMS 12 THRU 17) _________

Base Bid Area No. 3

REPAIR DAM ROAD PAVEMENT

18. Hot Mix Asphalt (HMA) for Roadways 220 LB/SY @ 2” Thickness 988 TON ________ __________

19. Cold Milling Bituminous Pavement 2” average depth 8975 SY ________ __________

20. Paint Markings, 4” Roadway Striping 11850 LF ________ ___ ______

21. Sawcut Pavement, 2” Depth 335 LF ________ ____ _____

22. Install New Gate Detector Loop 2 EA ________ __________

23. Site Work 1 JOB XXX __________

BASE BID AREA NO. 3 SUB-TOTAL (ITEMS 18 THRU 23) __________

BASE BID TOTAL (ITEMS 1 THRU 23) _________

BID OPTIONS:

Bid Option No. 1

REPAIR FISHING CREEK RECREATION AREA CAMPGROUND ROAD PAVEMENT

24. Hot Mix Asphalt (HMA) For Roadways 220 LB/SY @ 2” Thickness 708 TON _________ _____

25. Sealing Cracks in Bituminous Pavement 1,000 LF ________

26. Pavement/Base Demo and Removal, 12” Depth 75 SY ________

27. Asphalt Pavement Shallow Patching Repair 75 SY _________ _______

28. Paint Markings, Crosswalks 360 LF _________ _________

29. Sawcut Pavement, 4” Depth 300 LF _________ _________

30. Graded Crushed Aggregate for Roadway Shoulder 14 TON _________ _________

31. Site Work 1 JOB XXX _________

Bid Option No. 1 SUB-TOTAL (ITEMS 24 THRU 31) ___________

Bid Option No. 2

REPAIR FISHING CREEK RECREATON AREA BOAT RAMP PAVEMENT

32. Hot Mix Asphalt (HMA) for Roadways 220 LB/SY @ 2” Thickness 490 TON ________ __________

33. Sealing Cracks in Milled Bituminous Pavement 1,000 LF ________ __________

34. Pavement/Base Demo and Removal 12” Depth 80 SY ________ __________

35. Asphalt Pavement Shallow Patching Repair 80 SY ________ __________

36. Paint Markings, 4” Parking 2100 LF ________ ___ ______

37. Sawcut Pavement, 4” Depth 440 LF ________ _________

38. Install New Precast Concrete Wheel Stops 15 EA ________ ____ _____

39. Site Work 1 JOB XXX __________

Bid Option No. 2 SUB-TOTAL (ITEMS 32 THRU 39) __________

Bid Option No. 3

REPAIR KENDALL FOREST CAMPGROUND ROAD PAVEMENT

40. Hot Mix Asphalt (HMA)

220 LB/SY @ 2” Thickness 1025 TON ________ __________

41. Sealing Cracks in Bituminous Pavement 100 LF ________ __________

42. Pavement/Base Demo and Removal, 12” Depth 14 SY ________ __________

43. Asphalt Pavement Shallow Patching Repair 14 SY ________ __________

44. Paint Markings, 4” Parking 465 LF ________ ___ ______

45. Sawcut Pavement, 4” Depth 175 LF ________ ____ _____

46. Graded Crushed Aggregate for Roadway Shoulder 54 TON _________ __________

47. Install New Precast Concrete Wheel Stops 8 EA _________ ____ _____

48. Site Work 1 JOB XXX __________

Bid Option No. 3 SUB-TOTAL (ITEMS 40 THRU 48) ___________

TOTAL BID (ITEMS 01 THRU 48) __________

END OF BID SCHEDULE

The following have been modified:

52.252-3 ALTERATIONS IN SOLICITATION (APR 1984)

Portions of this solicitation are altered as follows:

Amendment 01:

Project: Wolf Creek Project Federal Lands Transportation Program (FLTP)

1. Change bid due date from 19-July-2019 to 26-July-2019 with the time remaining the same as 1:00 PM Central Time.

2. FAR 52.252-3 is updated.

Amendment 02:

Project: Wolf Creek Project Federal Lands Transportation Program (FLTP) The purpose of amendment 0002:

1. Post Revised Plans and Specifications

2. Delete Option 4 - Repair Wolf Creek Dam Overlook Pavement from bid schedule.

3. Post Questions and Answers received from site visit walk thru on 10-July-2019.

4. Modifies DFARS 252.236-7001, Contract Drawings and Specifications.

5. FAR 52.252-3 is updated.

SECTION 00 70 00 - CONDITIONS OF THE CONTRACT

The following have been modified:

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall--

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

Title File Drawing No.

DRAWI NG NUMBER DESCRI PTION

Q2-0/15 SHEET INDEX

Q2-3/47 LOCATION AND VICINITY MAP BASE BID AREAS 1-3: OPTIONS 1-4

RIVER ROAD

Q2-69/385 BASE BID AREA 1 - SITE PLAN

Q2-69/385A BASE BID AREA 1 - DISPOSAL AREA

Q2-69/386 BASE BID AREA 1 - EXISTING CONDITIONS

Q2-69/387 BASE BID AREA 1 - DESIGN CONDITIONS

Q2-69/387A BASE BID AREA 1 - SECTIONS

FISHING CREEK RECREATION AREA

Q2-69/388 OVERALL PLAN

Q2-69/389 PAVING PLAN - BID OPTION 1 & 2 - SHEET 1 OF 6

Q2-69/390 PAVING PLAN - BID OPTION 1 - SHEET 2 OF 6

Q2-69/391 PAVING PLAN - BID OPTION 1 - SHEET 3 OF 6

Q2-69/392 PAVING PLAN - BASE BID - SHEET 4 OF 6

Q2-69/393 PAVING PLAN - BID OPTION 1 - SHEET 5 OF 6

Q2-69/394 PAVING PLAN - BID OPTION 1 - SHEET 6 OF 6

KENDALL FOREST CAMPGROUND

Q2-69/395 PAVING PLAN - BID OPTION 3 - OVERALL PLAN

Q2-69/396 PAVING PLAN - BID OPTION 3 - PARKING LOT

OVERLOOK AREA

Q2-69/397 PAVING PLAN - BID OPTION 4 - OVERALL PLAN

DAM ROAD

Q2-69/398 PAVING PLAN – BASE BID AREA 3 - OVERALL PLAN

Q2-69/399 PAVING PLAN – BASE BID AREA 3 - AREA AT POWERHOUSE ENTRANCE

Q2-69/400 WOLF CREEK PAVING - LOCATION OF STAGING AREA AND DAM ROAD MILLINGS STOCKPILE

SECTIONS AND DETAILS

Q2-69/401 FISHING CREEK RECREATION AREA - ROADWAY TYPICAL CROSS SECTIONS

Q2-69/402 ROADWAY CROSS SECTIONS AND PROFILE

Q2-69/403 SOIL INVESTIGATIONS - TEST PITS

Q2-69/404 WOLF CREEK PAVING - DETAILS

Q2-69/405 WOLF CREEK PAVING - PAVEMENT MARKING DETAILS

(End of clause)

(End of Summary of Changes)