A002 6982AF25B000004 ND NP THRO 202(1) BUCK HILL ROAD.pdf
PDF 461 KB Posted
- Attached to
- ND NP THRO 204(1) Buck Hill Road
- Solicitation number
- 6982AF25B000004
About this file
This is Standard Form 30, Amendment A002 to Solicitation 6982AF25B000004, issued by the Federal Highway Administration Central Federal Lands Highway Division on October 29, 2026. The amendment modifies the Invitation for Bid (IFB) for the Buck Hill Road project (ND NP THRO 204(1)) by replacing page E-43 with revised specifications and replacing Plan Sheet B-2 with an updated plan sheet. The effective date is October 29, 2026, and the amendment is not extending the receipt deadline for offers.
The revised page E-43 contains updated construction requirements for Section 304—Full Depth Reclamation, specifying that contractors must submit a pulverizing plan to the Contracting Officer 14 days prior to beginning work, including details on processing procedures, material removal and handling, storage protocols, anticipated quantities, sequencing, and mixing/placement locations. The specifications require pulverization to meet AASHTO T 27 size requirements (100% passing 2-inch sieve, 85-100% passing 1-inch sieve) using approved equipment, with prohibition on beginning pulverization until the Asphalt Concrete Pavement mix design is submitted and verified. A key revision in red strikethrough text clarifies that the first lift of Asphalt Concrete Pavement must be applied "outside the subexcavation area" within 14 calendar days of beginning pulverization. The Summary of Quantities (Plan Sheet B-2) lists estimated quantities for roadway aggregate (4,150 tons), full depth reclamation at 6-inch depth (14,000 square yards), asphalt concrete pavement (3,000 tons), and various drainage, curb, and sidewalk items.
View the file
Other files
Show all 20
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Offers 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) or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE
3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER
7. ADMINISTERED BY (If other than Item 6) CODE
STANDARD FORM 30 (REV. 11/2016)
Prescribed by GSA FAR (48 CFR) 53.243
FACILITY CODE
10A. MODIFICATION OF CONTRACT/ORDER NUMBER
10B. DATED (SEE ITEM 13)
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER
NUMBER IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)
15C. DATE SIGNED
15A. NAME AND TITLE OF SIGNER (Type or print)
16C. DATE SIGNED
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
PAGE OF PAGES
6. ISSUED BY CODE
8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)
CODE
15B. CONTRACTOR/OFFEROR
(Signature of person authorized to sign)
16B. UNITED STATES OF AMERICA
(Signature of Contracting Officer)
Previous edition unusable
2. AMENDMENT/MODIFICATION NUMBER
FEDERAL HIGHWAY ADMINISTRATION
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
12300 WEST DAKOTA AVENUE, SUITE 360
LAKEWOOD, COLORADO 80228
ATTENTION:
9A. AMENDMENT OF SOLICITATION NUMBER
5. PROJECT NUMBER (If applicable)
9B. DATED (SEE ITEM 11)
A002
6982AF25B000004
10/1/26
10/29/26
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
IFB: Replace page E-43 with the attached page E-43
PLANS: Replace Plan Sheet B-2 with the attached Plan Sheet B-2
*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)
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.
KELLY PALMER
ND NP THRO 204(1_
E-43
ND NP THRO 204(1)
Buck Hill Road Section 304. — FULL DEPTH RECLAMATION
Construction Requirements
304.03 General. Add the following:
Submit a plan to the CO for approval 14 days prior to beginning pulverizing. Include in the plan details on the following for the pulverized material and new aggregate (if required):
(a) Processing. Describe procedures, methods, equipment, and extents of processing.
(b) Removal and Handling. Describe procedures, methods, sequencing, and equipment used for removing the pulverized material.
(c) Storage. If the pulverized material will be moved to a separate location and stored, provide relevant details for storing the material, such as duration and location of stockpiling the material. If applicable, stockpile material according to Subsections 314.04 and 314.05.
(d) Quantities. Show the anticipated quantities in cubic yards of pulverized material that will be processed, removed, stored (if applicable), and re-used. If imported minor crushed aggregate is necessary, use all the pulverized material before importing aggregate.
(e) Sequencing. Describe the timing and order of operations to complete the work.
(f) Mixing and placement locations. Describe the locations where the pulverized material will be placed and mixed with new aggregate (if required).
Pulverize the existing asphalt pavement and/or base material to the width and depth shown in the plans with an approved rotary milling or pulverizing machine to meet the following size requirements according to AASHTO T 27:
Sieve Designation Percent Passing 2 inch (50 millimeter) 100% 1 inch (25 millimeter 85 – 100%
Do not begin pulverization operations until the Asphalt Concrete Pavement mix design has been submitted and verified by the CO.
Drive construction equipment including hauling trucks as much as practical on paved sections and minimize the traffic loading on the Full Depth Reclamation material.
Apply Outside the subexcavation area, apply the first lift of Asphalt Concrete Pavement within 14 calendar days of beginning pulverization in that area.
Utilize all suitable Full Depth Reclamation material before using additional roadway aggregate.
Amendment: A002 10/29/2026
Ryan Olson-PM Line
NPS PMIS No. 192192 NPS Drwg No. 387/80124
Sheet and Description
B5 B7 B8 B9 B10 B11 B12 B13
Grading Summary
Surfacing Summary
Drainage Summary
Permanent Signing Summary
Permanent Pavement Markings Summary
Miscellaneous Summaries
Miscellaneous Summaries
Miscellaneous Summaries Allowance Bid
Schedule
A0700 30202-2000 ROADWAY AGGREGATE, METHOD 2
(IMPORTED) TON 3,951 199 4,150
A0720 30402-5300 FULL DEPTH RECLAMATION,
METHOD 2, 6-INCH DEPTH SQYD 13,428 572 14,000
A0740 40301-0100 ASPHALT CONCRETE PAVEMENT,
TYPE 1 TON 2,899 101 3,000
A0760 40601-0000 FOG SEAL TON 6 1 7
A0780 41102-1000 PRIME COAT, METHOD 1 SQYD 17,745 885 18,630
A0800 41105-0000 BLOTTER TON 20 1 21
A0820 41201-0000 TACK COAT TON 6 1 7
A0840 50101-0600 MINOR CONCRETE PAVEMENT,
REINFORCED, 6-INCH DEPTH
(SEQUOIA SAND COLORED) SQYD 142 8 150
A0860 60101-0000 CONCRETE (TOE WALLS) CUYD 8.8 1.2 10.0
A0880 60201-0800 24-INCH PIPE CULVERT (THICK
WALLED, FUSE WELDED HDPE) LNFT 505 45 550
A0900 60210-0800 END SECTION FOR 24-INCH PIPE
CULVERT (FUSE WELDED HDPE) EACH 3 3
A0920 60404-0000 CATCH BASIN (NDDOT TYPE 2,
DOUBLE) EACH 1 1
A0940 60404-1000 CATCH BASIN, FLH TYPE 1 EACH 3 3
A0960 60409-0000 INLET TOP, METAL FRAME AND
GRATE (NDDOT STYLE D, DOUBLE) EACH 1 1
A0980 60409-0200 INLET TOP, METAL FRAME AND
GRATE, FLH TYPE B EACH 3 3
A1000 60602-0700 PIPE ANCHOR ASSEMBLY, 24-INCH EACH 3 3
A1020 60801-0500 PAVED WATERWAY, TYPE 5 SQYD 34 6 40
A1040 60901-2300 CURB, ASPHALT, 6-INCH DEPTH LNFT 777 43 820
A1060 60902-1000 CURB AND GUTTER, CONCRETE,
12-INCH DEPTH (SEQUOIA SAND
COLORED, CATCH CURB) LNFT 477 28 505
A1080 60902-1000 CURB AND GUTTER, CONCRETE,
12-INCH DEPTH (ONYX COLORED) LNFT 4,093 207 4,300
A1100 60902-1000 CURB AND GUTTER, CONCRETE,
12-INCH DEPTH (SEQUOIA SAND
COLORED, SPILL CURB) LNFT 309 16 325
A1120 60908-1000 PAVED DITCH, ASPHALT SQYD 1,049 51 1,100
A1140 61501-0100 SIDEWALK, CONCRETE (SEQUOIA
SAND COLORED) SQYD 619 31 650
-J un -2
8:
A M
MileStone: 100% Submittal Date Completed: 06/16/26 Report Date: 06/16/26
N
N D
\t hr o2
(0 1)
\R oa dw ay
\C A D
D _S he et s\ B -S um m
SO
Q _T
H R O
(1 xl sm
]S he et
2) SUMMARY OF QUANTITIES - Schedule A
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of
Estimated Quantity
PROJECT
B2ND NP THRO 204(1)
BUCK HILL ROAD
SHEET
NUMBER
A1080
A1060
Amendment A002 10/29/2026
File details come from the government source that posted it. Updated .