Sol_12445224B0008_Amd_0003.pdf
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- Attached to
- FY 2024 - Grandfather Road Maintenance
- Solicitation number
- 12445224B0008
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is an amendment to a solicitation for the FY 2024 Grandfather Road Maintenance project. The purpose of this amendment is to extend the proposal due date and provide revised documents, including an updated Statement of Work, Statement of Objectives, Specifications, and Activity Schedule.
The project involves the reconditioning of 37.9 miles of roads in the Grandfather Ranger District, including blading and shaping the traveled way and shoulders, maintaining ditches, and cleaning drainage structures. There are also option items for an additional 12.7 miles of road reconditioning work and 2,080 tons of ABC Stone placement and compaction. The proposal is due by 1700 EST on Wednesday, June 19th, 2024. All other terms and conditions remain unchanged.
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(x)
12445224B0008 x x
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 electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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.
x
ATLANTA GA 30309-2449
STE 876S
1720 PEACHTREE ST NW
USDA-FS CSA EAST 12
112468806/06/20240003
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning
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) By completing
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
FACILITY CODE CODE
10B. DATED (SEE ITEM 13)
10A. MODIFICATION OF CONTRACT/ORDER NO.
9B. DATED (SEE ITEM 11)
9A. AMENDMENT OF SOLICITATION NO.
CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)
7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY
PAGE OF PAGES
4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)
1. CONTRACT ID CODE
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
05/15/2024
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.
ORDER NO. IN ITEM 10A.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
Project: FY 2024 Grandfather Road Maintenance
Purpose: The purpose of this amendment is to extend the proposal due date and to provide for the following, revised documents.
1. The Section J Attachment #1, SOW has changed to the updated version associated with this amendment.
2. The Section J Attachment #2 SOI-Road Work has been "REPLACED" to this version attached with this amendment ----There is now only one (1) base period and one (1) option.
3. The Section J Attachment #3 Revised Specifications
4. The Section J Attachment #6-Revised Activity Schedule
Continued ...
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)
15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED
(Signature of person authorized to sign) (Signature of Contracting Officer)
JAMES M. HUNT
STANDARD FORM 30 (REV. 11/2016)
Prescribed by GSA FAR (48 CFR) 53.243
Previous edition unusable
Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .
ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
NAME OF OFFEROR OR CONTRACTOR
2 14
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
(A) (B) (C) (D) (E) (F)
12445224B0008/0003
5. Added Document - Attached with this amendment
- Description of Work
The proposal due date has been extended. The RFP is due NLT 1700 EST, Wednesday, June 19th, 2024.
All other terms & conditions remain unchanged.
0006 Road Maintenance Base
FOB: Destination
Period of Performance: 06/06/2024 to 09/06/2024
0007 Option 1 NFSR 45 Watauga Turnpike
(Option Line Item)
FOB: Destination
Period of Performance: 06/06/2024 to 09/06/2024
0008 Option 2 NFSR 464 Edgemont Pinola
(Option Line Item)
FOB: Destination
0009 Option 3 NFSR 464A Lost Cove
(Option Line Item)
FOB: Destination
Period of Performance: 06/06/2024 to 09/06/2024
0010 Option NFSR 482 Curtis Creek
Product/Service Code: Y1LB
Product/Service Description: CONSTRUCTION OF
HIGHWAYS, ROADS, STREETS, BRIDGES, AND RAILWAYS
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
Sponsored by GSA
FAR (48 CFR) 53.110
Item Number Description
Method of
Measure Unit Quantity Unit Price Totals
Blading Aggregate Surface Roads CQ Mile 40.7 $_____________ $_____________
Spot Surfacing Replacement Grading NCDOT ABC CQ Ton 360 $_____________ $_____________
Clean and Reshape Ditches CQ Mile 40.7 $_____________ $_____________
834 Clean Culverts and Tail Ditches CQ Mile 40.7 $_____________ $_____________
Item Number Description
Method of
Measure Unit Quantity Unit Price Totals
Blading Aggregate Surface Roads
CQ Mile 7.9
Spot Surfacing Replacement Grading
NCDOT ABC
CQ Ton 1100
Clean and Reshape Ditches
CQ Mile 7.9
834 Clean Culverts and Tail Ditches
CQ Mile 7.9
807.07 Compaction Roller Vibratory 20 T
CQ Day 2
Base $_____________ Option $_____________ Base+Option $_____________
Grandfather 2024 Road Maintenance Bid Items
Total
Option FSR 482 Curtis Creek
Total
811 813 831 834 807.07 Mile Ton Mile Mile Day
Begin End
0+00 316+80
Blade and shape the existing traveled way and shoulders, including turnouts, to produce a uniform surface, consistent to grade, and crowned or cross-sloped as indicated in existing surface to design specifications. Maintain ditches, including lead-off ditches, by removing rock, soil, wood and other materials. Maintain ditches to achieve proper drainage.
Suitable materials up to 4 inches may be blended into road surface. Remove waste materials and debris from roadway.
Clean drainage structures, inlets, catch basins and outlets.
Cleaning and reconditioning are limited the first 3 feet of the inlet and outlet. Place materials away from inlet and outlets.
Recondition inlet and outlets by field methods such as jacking out or cutting away damaged metal which obstructs flow.
6 6 6
6 0 6 6 0
Com paction Roller
Vibratory 20 T
Blading Aggregate Surface Roads
Spot Surfacing Replacem ent Grading
NCDOT ABC
Clean and Reshape Ditches
Station (Feet)
FSR 187 Maple Sally Description of Work
Total Quantity of Work
Clean Culverts and Tail Ditches
Begin End
0+00 195+36
Blade and shape the existing traveled way and shoulders, including turnouts, to produce a uniform surface, consistent to grade, and crowned or cross-sloped as indicated in existing surface to design specifications. Maintain ditches, including lead-off ditches, by removing rock, soil, wood and other materials. Maintain ditches to achieve proper drainage.
Suitable materials up to 4 inches may be blended into road surface. Remove waste materials and debris from roadway.
Clean drainage structures, inlets, catch basins and outlets.
Cleaning and reconditioning are limited the first 3 feet of the inlet and outlet. Place materials away from inlet and outlets.
Recondition inlet and outlets by field methods such as jacking out or cutting away damaged metal which obstructs flow.
3.7 0 3.7 3.7 0
3.7 0 3.7 3.7 0
Blading Aggregate Surface Roads
Spot Surfacing Replacem ent Grading
NCDOT ABC
Com paction Roller
Vibratory 20 T
Clean and Reshape Ditches
Clean Culverts and Tail Ditches
Total Quantity of Work
Station (Feet)
FSR 192 Roseboro-Gragg Description of Work
811 813 831 834 807.07 Mile Ton Mile Mile Day
Begin End
0+00 195+36
Blade and shape the existing traveled way and shoulders, including turnouts, to produce a uniform surface, consistent to grade, and crowned or cross-sloped as indicated in existing surface to design specifications. Maintain ditches, including lead-off ditches, by removing rock, soil, wood and other materials. Maintain ditches to achieve proper drainage.
Suitable materials up to 4 inches may be blended into road surface. Remove waste materials and debris from roadway.
Clean drainage structures, inlets, catch basins and outlets.
Cleaning and reconditioning are limited the first 3 feet of the inlet and outlet. Place materials away from inlet and outlets.
Recondition inlet and outlets by field methods such as jacking out or cutting away damaged metal which obstructs flow.
3.7 0 3.7 3.7 0
3.7 0 3.7 3.7 0
Blading Aggregate Surface Roads
Spot Surfacing Replacem ent Grading
NCDOT ABC
Com paction Roller
Vibratory 20 T
Clean and Reshape Ditches
Clean Culverts and Tail Ditches
Total Quantity of Work
Station (Feet)
FSR 192 Roseboro-Gragg Description of Work
Begin End
0+00 707+52
Blade and shape the existing traveled way and shoulders, including turnouts, to produce a uniform surface, consistent to grade, and crowned or cross-sloped as indicated in existing surface to design specifications. Maintain ditches, including lead-off ditches, by removing rock, soil, wood and other materials. Maintain ditches to achieve proper drainage.
Suitable materials up to 4 inches may be blended into road surface. Remove waste materials and debris from roadway.
Clean drainage structures, inlets, catch basins and outlets.
Cleaning and reconditioning are limited the first 3 feet of the inlet and outlet. Place materials away from inlet and outlets.
Recondition inlet and outlets by field methods such as jacking out or cutting away damaged metal which obstructs flow.
13.4 0 13.4 13.4 0
13.4 0 13.4 13.4 0
Clean and Reshape Ditches
Clean Culverts and Tail Ditches
Com paction Roller
Vibratory 20 T
Station (Feet)
FSR 210 Roses Creek Description of Work
Blading Aggregate Surface Roads
Spot Surfacing Replacem ent Grading
NCDOT ABC
Total Quantity of Work
Begin End
0+00 63+36
Blade and shape the existing traveled way and shoulders, including turnouts, to produce a uniform surface, consistent to grade, and crowned or cross-sloped as indicated in existing surface to design specifications. Maintain ditches, including lead-off ditches, by removing rock, soil, wood and other materials. Maintain ditches to achieve proper drainage.
Suitable materials up to 4 inches may be blended into road surface. Remove waste materials and debris from roadway.
Clean drainage structures, inlets, catch basins and outlets.
Cleaning and reconditioning are limited the first 3 feet of the inlet and outlet. Place materials away from inlet and outlets.
Recondition inlet and outlets by field methods such as jacking out or cutting away damaged metal which obstructs flow.
1.5 0 1.5 1.5 0
1.5 0 1.5 1.5 0
Clean Culverts and Tail Ditches
Com paction Roller
Vibratory 20 T
Clean and Reshape Ditches
Station (Feet)
FSR 210B Rich Cove Description of Work
Blading Aggregate Surface Roads
Spot Surfacing Replacem ent Grading
NCDOT ABC
Total Quantity of Work
811 813 831 834 807.07 Mile Ton Mile Mile Day
Begin End
0+00 63+36
Blade and shape the existing traveled way and shoulders, including turnouts, to produce a uniform surface, consistent to grade, and crowned or cross-sloped as indicated in existing surface to design specifications. Maintain ditches, including lead-off ditches, by removing rock, soil, wood and other materials. Maintain ditches to achieve proper drainage.
Suitable materials up to 4 inches may be blended into road surface. Remove waste materials and debris from roadway.
Clean drainage structures, inlets, catch basins and outlets.
Cleaning and reconditioning are limited the first 3 feet of the inlet and outlet. Place materials away from inlet and outlets.
Recondition inlet and outlets by field methods such as jacking out or cutting away damaged metal which obstructs flow.
1.5 0 1.5 1.5 0
1.5 0 1.5 1.5 0
Station (Feet)
FSR 210B Rich Cove Description of Work
Blading Aggregate Surface Roads
Spot Surfacing Replacem ent Grading
NCDOT ABC
Clean Culverts and Tail Ditches
Com paction Roller
Vibratory 20 T
Total Quantity of Work
Clean and Reshape Ditches
Begin End
0+00 179+52
Blade and shape the existing traveled way and shoulders, including turnouts, to produce a uniform surface, consistent to grade, and crowned or cross-sloped as indicated in existing surface to design specifications. Maintain ditches, including lead-off ditches, by removing rock, soil, wood and other materials. Maintain ditches to achieve proper drainage.
Suitable materials up to 4 inches may be blended into road surface. Remove waste materials and debris from roadway.
Clean drainage structures, inlets, catch basins and outlets.
Cleaning and reconditioning are limited the first 3 feet of the inlet and outlet. Place materials away from inlet and outlets.
Recondition inlet and outlets by field methods such as jacking out or cutting away damaged metal which obstructs flow.
3.4 3.4 3.4
3.4 0 3.4 3.4 0
Com paction Roller
Vibratory 20 T
Station (Feet)
FSR 45 Watauga Turnpike Description of Work
Blading Aggregate Surface Roads
Spot Surfacing Replacem ent Grading
NCDOT ABC
Clean and Reshape Ditches
Clean Culverts and Tail Ditches
Total Quantity of Work
811 813 831 834 807.07 Mile Ton Mile Mile Day
Begin End
0+00 179+52
Blade and shape the existing traveled way and shoulders, including turnouts, to produce a uniform surface, consistent to grade, and crowned or cross-sloped as indicated in existing surface to design specifications. Maintain ditches, including lead-off ditches, by removing rock, soil, wood and other materials. Maintain ditches to achieve proper drainage.
Suitable materials up to 4 inches may be blended into road surface. Remove waste materials and debris from roadway.
Clean drainage structures, inlets, catch basins and outlets.
Cleaning and reconditioning are limited the first 3 feet of the inlet and outlet. Place materials away from inlet and outlets.
Recondition inlet and outlets by field methods such as jacking out or cutting away damaged metal which obstructs flow.
3.4 3.4 3.4
3.4 0 3.4 3.4 0
Station (Feet)
FSR 45 Watauga Turnpike Description of Work
Com paction Roller
Vibratory 20 T
Blading Aggregate Surface Roads
Spot Surfacing Replacem ent Grading
NCDOT ABC
Clean and Reshape Ditches
Clean Culverts and
Total Quantity of Work
Begin End
0+00 290+40
Blade and shape the existing traveled way and shoulders, including turnouts, to produce a uniform surface, consistent to grade, and crowned or cross-sloped as indicated in existing surface to design specifications. Maintain ditches, including lead-off ditches, by removing rock, soil, wood and other materials. Maintain ditches to achieve proper drainage.
Suitable materials up to 4 inches may be blended into road surface. Remove waste materials and debris from roadway.
Clean drainage structures, inlets, catch basins and outlets.
Cleaning and reconditioning are limited the first 3 feet of the inlet and outlet. Place materials away from inlet and outlets.
Recondition inlet and outlets by field methods such as jacking out or cutting away damaged metal which obstructs flow.
5.5 200 5.5 5.5
0+00 290+40 Spot Surface on COR designated sections 200
5.5 200 5.5 5.5 0
Clean and Reshape Ditches
Clean Culverts and Tail Ditches
Com paction Roller
Vibratory 20 T
Station (Feet)
FSR 464 Edgemont-Pineola Description of Work
Blading Aggregate Surface Roads
Total Quantity of Work
Spot Surfacing Replacem ent Grading
NCDOT ABC
Begin End
0+00 89+76
Blade and shape the existing traveled way and shoulders, including turnouts, to produce a uniform surface, consistent to grade, and crowned or cross-sloped as indicated in existing surface to design specifications. Maintain ditches, including lead-off ditches, by removing rock, soil, wood and other materials. Maintain ditches to achieve proper drainage.
Suitable materials up to 4 inches may be blended into road surface. Remove waste materials and debris from roadway.
Clean drainage structures, inlets, catch basins and outlets.
Cleaning and reconditioning are limited the first 3 feet of the inlet and outlet. Place materials away from inlet and outlets.
Recondition inlet and outlets by field methods such as jacking out or cutting away damaged metal which obstructs flow.
0.9 0.9 0.9
0.9 0 0.9 0.9 0
Station (Feet)
FSR 464A Lost Cove Description of Work
Blading Aggregate Surface Roads
Total Quantity of Work
Spot Surfacing Replacem ent Grading
NCDOT ABC
Clean and Reshape Ditches
Com paction Roller
Vibratory 20 T
Clean Culverts and Tail
Begin End
0+00 158+40
Blade and shape the existing traveled way and shoulders, including turnouts, to produce a uniform surface, consistent to grade, and crowned or cross-sloped as indicated in existing surface to design specifications. Maintain ditches, including lead-off ditches, by removing rock, soil, wood and other materials. Maintain ditches to achieve proper drainage.
Suitable materials up to 4 inches may be blended into road surface. Remove waste materials and debris from roadway.
Clean drainage structures, inlets, catch basins and outlets.
Cleaning and reconditioning are limited the first 3 feet of the inlet and outlet. Place materials away from inlet and outlets.
Recondition inlet and outlets by field methods such as jacking out or cutting away damaged metal which obstructs flow.
3 3 3 3 0 3 3 0Total Quantity of Work
Station (Feet)
FSR 470 Little Buck Description of Work
Blading Aggregate Surface Roads
Spot Surfacing Replacem ent Grading
NCDOT ABC
Clean Culverts and Tail Ditches
Com paction Roller
Vibratory 20 T
Begin End
0+00 68+64
Blade and shape the existing traveled way and shoulders, including turnouts, to produce a uniform surface, consistent to grade, and crowned or cross-sloped as indicated in existing surface to design specifications. Maintain ditches, including lead-off ditches, by removing rock, soil, wood and other materials. Maintain ditches to achieve proper drainage.
Suitable materials up to 4 inches may be blended into road surface. Remove waste materials and debris from roadway.
Clean drainage structures, inlets, catch basins and outlets.
Cleaning and reconditioning are limited the first 3 feet of the inlet and outlet. Place materials away from inlet and outlets.
Recondition inlet and outlets by field methods such as jacking out or cutting away damaged metal which obstructs flow.
1.3 1.3 1.3
1.3 0 1.3 1.3 0Total Quantity of Work
Station (Feet)
FSR 1188 Sugar Cove Description of Work
Blading Aggregate Surface Roads
Spot Surfacing Replacem ent Grading
NCDOT ABC
Clean and Reshape Ditches
Com paction Roller
Vibratory 20 T
Clean Culverts and
Begin End
0+00 105+60
Blade and shape the existing traveled way and shoulders, including turnouts, to produce a uniform surface, consistent to grade, and crowned or cross-sloped as indicated in existing surface to design specifications. Maintain ditches, including lead-off ditches, by removing rock, soil, wood and other materials. Maintain ditches to achieve proper drainage.
Suitable materials up to 4 inches may be blended into road surface. Remove waste materials and debris from roadway.
Clean drainage structures, inlets, catch basins and outlets.
Cleaning and reconditioning are limited the first 3 feet of the inlet and outlet. Place materials away from inlet and outlets.
Recondition inlet and outlets by field methods such as jacking out or cutting away damaged metal which obstructs flow.
2 2 2 2 160 2 2 0
Station (Feet)
FSR 2055 Boone Fork Description of Work
Total Quantity of Work
Blading Aggregate Surface Roads
Spot Surfacing Replacem ent Grading
NCDOT ABC
Clean and Reshape Ditches
Clean Culverts and Tail Ditches
Com paction Roller
Vibratory 20 T
Begin End
0+00 417+12
Blade and shape the existing traveled way and shoulders, including turnouts, to produce a uniform surface, consistent to grade, and crowned or cross-sloped as indicated in existing surface to design specifications. Maintain ditches, including lead-off ditches, by removing rock, soil, wood and other materials. Maintain ditches to achieve proper drainage.
Suitable materials up to 4 inches may be blended into road surface. Remove waste materials and debris from roadway.
Clean drainage structures, inlets, catch basins and outlets.
Cleaning and reconditioning are limited the first 3 feet of the inlet and outlet. Place materials away from inlet and outlets.
Recondition inlet and outlets by field methods such as jacking out or cutting away damaged metal which obstructs flow.
7.9 7.9 7.9
0+00 417+12 Spot surface with NCDOT ABC as disignated by COR and compact. 1100 3
7.9 1100 7.9 7.9 3
Station (Feet)
FSR 482 Curtis Creek Option Description of Work
Blading Aggregate Surface Roads
Spot Surfacing Replacem ent Grading N
CDO
T ABC
Clean Culverts and Tail Ditches
Com paction Roller
Vibratory 20 T
Total Quantity of Work
| 6.4.24 SOI GRD |
| Bid Sheet |
| 6.4.24 DOW GRD |
| 187 |
| 192 |
| 210 |
| 210B |
| 45 |
| 464 |
| 464A |
| 470 |
| 1188 |
| 2055 |
| 482 Option |
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