Solicitation 1282B123R0086 Pit Crushing Nez Perce Clearwater NF.pdf

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Rock Crushing - Nez Perce Clearwater National Forest, ID
Solicitation number
1282B123R0086
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This solicitation is for rock crushing services for the Nez Perce Clearwater National Forest in Idaho. The solicitation number is 1282B123R0086 and was issued by the Department of Agriculture Forest Service. Offerors are invited to submit bids for crushing rock to specified sizes to support road maintenance activities. The period of performance is one base year with four option years. Bids are due by April 15th and it is anticipated that the award will be made by May 1st. The set-aside is for small businesses only.

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SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

See Schedule

USDA FOREST SERVICE

SPOC INTERMOUNTAIN

1400 INDEPENDENCE AVE SW MS-1138

WASHINGTON DC 20250-0001

82B1

GILBERT CHONJE 931-279-7740

IRA

x 08/25/2023

1282B123R0086

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

This contract is for Burpee Pit; Flat Iron Pit; and, Twin Ravens Pit Rock Crushing on the Nez Perce-Clearwater National Forest, Idaho County, Idaho.

Total magnitude of this project for all three sites is between $500,000 and

$1,000,000 in accordance with FAR 36.204. Applicable NAICS Code and Size Standard for this Acquisition is 237310/45.0 Million

Project will include mobilization, clearing and grubbing, drilling, blasting, sampling and testing, stockpile surveying for quality control and crushing and stockpiling of an aggregate material in accordance with the plans and specifications.

Requests for Information shall be submitted via email to gilbert.chonje@usda.gov no later than September 06, 2023. All received requests for information will be compiled and posted as an amendment to this solicitation tentatively on September

08, 2023.

Combined Period of Performance for all three sites is 487 calendar days after issuance of Notice to Proceed.

11. The Contractor shall begin performance within

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

10 487 calendar days and complete it within ________________ ________________ calendar days after receiving

09/25/2023

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 8/2014)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

1 EST

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than item 14.)

CODE FACILITY CODE

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

2PAGE OF

USDA FOREST SERVICE

SPOC INTERMOUNTAIN

1400 INDEPENDENCE AVE SW MS-1138

WASHINGTON DC 20250-0001

82B1

GILBERT C. CHONJE

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 3304(a)

STANDARD FORM 1442 (REV. 8/2014) BACK

Continued...

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 116

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

1282B123R0086

Priority Landscape

Burpee Pit Crushing (2023)

Red River Ranger District

Nez Perce-Clearwater National Forests

Period of Performance: 10/16/2023 to 02/14/2025

0001 Burpee Pit Rock Crushing

Requisition No: 1093591

Delivery Location Code: 0299

USDA FOREST SERVICE

NEZ PERCE CLEARWATER RED RIVER RGR

300 AMERICAN RIVER ROAD

ELK CITY ID 83525 US

0002 Flat Iron Pit Rock Crushing

Requisition No: 1093735

Delivery Location Code: 0299

USDA FOREST SERVICE

NEZ PERCE CLEARWATER RED RIVER RGR

300 AMERICAN RIVER ROAD

ELK CITY ID 83525 US

0003 Twin Ravens Pit Rock Crushing

Requisition No: 1093841

Delivery Location Code: 0278

USDA FOREST SERVICE

LOCHSA RANGER DIST KOOSKIA OFFICE

502 LOWRY STREET

KOOSKIA ID 83539 US

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

PART I - THE SCHEDULE

SECTION C - DESCRIPTION AND SPECIFICATIONS

2023 Burpee Pit Crushing

C-1 - PROJECT DESCRIPTION AND LOCATION

(a) Objectives and Background:

The objective of the Burpee Rock Crushing Project is to provide a stockpile of Gradation F, W crushed aggregate, and Class II Riprap. The project is being performed on the Red River Ranger District of the Nez Perce Clearwater National Forests.

(b) Description of Work:

This contract is for Burpee Pit Rock Crushing Project on the Nez Perce-Clearwater National Forest, Idaho County, Idaho. This project requires crushing 5,000 tons of type F Gradation, 1,000 tons of type W Gradation, and 1,000 tons of Class II Riprap. The Contractor shall furnish all labor, equipment, supervision, transportation, operating supplies, and incidentals necessary to complete the project as required by the contract, plans, and specifications.

(c) Project Location:

The project is SE of Elk City, Idaho. From Elk City, travel west on Highway 14 for 2.8 miles, and turn left on Red River Road (FSR 222). Continue down Road 222 for 24.8 miles and turn right 1188 road (turn left for stockpile location). Continue on the 1188 Road for 5.58 miles to access the pit. This project is located on the Red River Ranger District in Section 20, Township 3 South, Range 7 East of the Boise Meridian. Lat 45.572470°, Long -115.495300°. Stockpile Location is at Lat 45.615286°, Long -115.443249°.

(d) Price Range: See section (10) of solicitation.

(e) Pre-Bid Tour: None. Pit investigations available upon request.

(f) Period of Performance Estimated: 487 Days after issuance of Notice to Proceed. (See Section F, FAR Clause 52.211-10 Alt I).

(g) Government-Furnished Property (Also see Section I, FAR 52.245-4)

C-3 – TECHNICAL SPECIFICATIONS

Standard Specifications for Construction and Bridges on Federal Highway Projects, FP-14, U.S.

Customary Units are included in this solicitation by reference only. The requirements contained in these Specifications are hereby made a part of the solicitation and any resultant contract.

Copies of the Specifications are available on the internet at http://flh.fhwa.dot.gov/resources/specs/fp14 or performing a google search for the FP-14.

Stand-alone technical specifications have been prepared for Burpee Pit Crushing. The requirements contained in these Specifications are hereby made a part of this solicitation and any resultant contract. The technical specification are found in a separate attachment in Section J.

Copies of the Standard Specifications for Construction of Roads & Bridges on Federal Highway Projects (FP-14) are available in PDF format on the Western Federal Lands Highway Division website at www.wfl.fha.dot.gov/design/specs/fp03.htm.

C-3 - DRAWINGS – drawings are a part of this solicitation and any resulting contract they are found in a separate attachment entitled BURPEE PIT CRUSHING.

http://flh.fhwa.dot.gov/resources/specs/fp14 http://www.wfl.fha.dot.gov/design/specs/fp03.htm

PART 1 – THE SCHEDULE

SECTION B – SERVICES AND PRICES

BURPEE PIT DEVELOPMENT PROJECT

NEZ PERCE-CLEARWATER NATIONAL FORESTS

IDAHO COUNTY, IDAHO

B-1 SCHEDULE OF ITEMS

* Designated Method of

Measurement: CQ=Contract Quantity; AQ= Actual Quantity LS=Lump Sum

Pay Item

Number

Description Pay Unit

Method of

Measure

Unit Quantities Unit Price

Total Price

15101 Mobilization LS LS 1

30113A

Aggregate Surface Course Crushing, Grading F

Tons AQ

5,000 $________ $________

30113B

Aggregate Surface Course Crushing, Grading W

Tons AQ 1,000

30113C Riprap crushing, Class

II

Tons AQ 1,000

Total (all items) $________

03/07/2023

03/08/2023

DWG SHEET NO.

OF

SHEETCHECKEDDESIGNERDATEDRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

PROJECT NAME

BURPEE PIT CRUSHING

NEZ PERCE / CLEARWATER NATIONAL FOREST

RED RIVER RANGER DISTRICT

NORTHERN REGION

REGION 1 SUMMARY OF

QUANTITIES &

WORKLIST

12/27/2022 2

SUMMARY OF QUANTITIES

WORKLIST

1/12/2023

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SHEETCHECKEDDESIGNERDATEDRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

PROJECT NAME

BURPEE PIT CRUSHING

NEZ PERCE / CLEARWATER NATIONAL FOREST

RED RIVER RANGER DISTRICT

NORTHERN REGION

REGION 1 PIT DEVELOPEMENT PLAN

12/27/2022

1. CRUSH 5,000 TONS OF AGGREGATE (GRADING F), 1,000 TONS OF

AGGREGATE(GRADING W) AND 1,000 TONS OF CLASS II RIPRAP FOR

STOCKPILE.

2. ALL WORK SHALL CONFORM TO MINE SAFETY AND HEALTH (MSHA)

STANDARDS

3. THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING AND SIGNING

A TRAFFIC CONTROL PLAN FOR WHEN PIT OPERATIONS ARE

OCCURRING. THIS PLAN SHALL CONFORM TO ALL MSHA AND OSHA

REQUIREMENTS FOR THIS TYPE OF WORK.

4. MATERIAL SOURCE BOUNDARIES SHALL BE STAKED BY THE

CONTRACTOR AND APPROVED BY THE COR. ALL WORK PERTAINING TO

QUARRY DEVELOPMENT ARE SUBSIDIARY TO ITEM 30113A -

AGGREGATE SURFACE COURSE STOCKPILING, GRADING F, ITEM 30113B

- AGGREGATE SUBBASE STOCKPILING, GRADING W, AND ITEM

30113C - RIPRAP STOCKPILING, CLASS II.

5. THE CONTRACTOR IS RESPONSIBLE FOR LAYING OUT EXCAVATION

LIMITS IN ACCORDANCE WITH THE AGGREGATE SOURCE PLAN TO

ENSURE THERE IS SUFFICIENT QUANTITY OF MATERIAL TO PRODUCE

CONTRACT QUANTITIES OF AGGREGATE.

6. CLEARING, GRUBBING, AND SLASH CLEANUP SHALL CONFORM TO

FSSS 201 - CLEARING & GRUBBING SPECIFICATIONS. CLEARING LIMITS

SHALL BE 15 FEET BEYOND EXCAVATION LIMITS FOR THE PIT.

7. LOOSE, UNCONSOLIDATED MATERIAL SHALL BE STRIPPED DOWN TO

COMPETENT ROCK FOR AT LEAST 10 FEET HORIZONTALLY FROM THE

TOP OF THE EXCAVATION.

8. OVERBURDEN, TOPSOIL AND REJECT SHALL BE STOCKPILED IN

AREAS DESIGNATED BY THE FOREST SERVICE

9. ALL OVERSIZE ROCK ENCOUNTERED SHALL BE REDUCED IN SIZE

AND UTILIZED.

10. CUT AND FILL SLOPES REQUIRED FOR DEVELOPMENT AND/OR

RESTORATION SHALL NOT BE CONSTRUCTED STEEPER THAN 2:1.

11. AT THE CONCLUSION OF OPERATIONS:

A) NO OVERHANG OR LOOSE ROCK SHALL BE LEFT ON THE

QUARRY WALL.

B) THE FLOOR AND PROCESSING AREAS SHALL BE GRADED TO

PROMOTE DRAINAGE AND TO PREVENT PONDING OF SURFACE

WATER.

C) OVERBURDEN, TOPSOIL AND REJECT MATERIAL (SAVED IN

ITEM 8 ABOVE) SHALL BE UNIFORMLY SPREAD WITHIN THE

DEVELOPMENT PERIMETER IN AREAS AND TO THE GRADES

SPECIFIED BY THE COR/ER.

12. EROSION CONTROL AND/OR RESTORATION OF ROADS

ADJACENT TO THE DEVELOPMENT SITE MAY REQUIRE PLACING

AGGREGATE AND IS INCIDENTAL TO ITEM 30113A, 30113B, AND 30113C.

NOTES: THESE ITEMS WILL BE ADDRESSED IN THE

CONTRACTORS PIT DEVELOPMENT PLAN.

1/12/2023

ROAD 1188

BURPEE

PIT

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SHEETCHECKEDDESIGNERDATEDRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

PROJECT NAME

BURPEE PIT CRUSHING

NEZ PERCE / CLEARWATER NATIONAL FOREST

RED RIVER RANGER DISTRICT

NORTHERN REGION

REGION 1 STOCKPILE MAP

12/27/2022

1/12/2023

ROAD 222

ROAD 1188

ST

OC

KP

ILE

AR

EA

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2023 Flat Iron Pit Crushing

The objective of the Flat Iron Rock Crushing Project is to provide a stockpile of Gradation F crushed aggregate, and to maintain Road 1810A to the project site. The project is being performed on the Red River Ranger District of the Nez Perce Clearwater National Forests.

(b) Description of Work:

This contract is for Flat Iron Rock Crushing Project on the Nez Perce-Clearwater National Forest, Idaho County, Idaho. This project requires crushing 12,000 tons of type F Gradation. In addition, roadway reconditioning, linear grading, and selective clearing will be performed to maintain the 1810A Road. The Contractor shall furnish all labor, equipment, supervision, transportation, operating supplies, and incidentals necessary to complete the project as required by the contract, plans, and specifications.

(c) Project Location:

The project is NE of Elk City, Idaho. From Elk City travel northeast on Highway 14 until it becomes Main Street. Turn left on American River Road (FSR 443). Continue for 2.1 miles, and then turn right on Flatiron Ridge Road (FSR 1809). After 3.09 Miles, turn right on FSR 1810.

Continue on the 1810 road for 1.84 Miles and turn Left on FSR 1810A. Drive 0.87 Miles on the 1810A Road. On the right is an old temp road. Continue 0.16 miles on the temp road to access Flat Iron Pit. This project is located on the Red River Ranger District in Section 8, Township 4 North, Range 9 East of the Boise Meridian. Lat 45.867401°, Long -115.376787°.

(e) Pre-Bid Tour: None.

Estimated: 487 Days after issuance of Notice to Proceed. (See Section F, FAR Clause 52.211-10 Alt I).

in these Specifications are hereby made a part of the solicitation and any resultant contract.

Copies of the Specifications are available on the internet at http://flh.fhwa.dot.gov/resources/specs/fp14 or performing a google search for the FP-14.

Stand-alone technical specifications have been prepared for Flat Iron Pit Crushing. The requirements contained in these Specifications are hereby made a part of this solicitation and any resultant contract. The technical specification are found in a separate attachment in Section J.

Copies of the Standard Specifications for Construction of Roads & Bridges on Federal Highway Projects (FP-14) are available in PDF format on the Western Federal Lands Highway Division website at www.wfl.fha.dot.gov/design/specs/fp03.htm

C-3 - DRAWINGS – drawings are a part of this solicitation and any resulting contract they are found in a separate attachment entitled FLAT IRON PIT CRUSHING.

FLAT IRON PIT DEVELOPMENT PROJECT

* Designated Method of Measurement: CQ=Contract Quantity; AQ= Actual Quantity

Number

Description Pay Unit Method of Measure

Unit Quantities Unit Price Total Price

15101 Mobilization LS LS 1 $________ $________

20209 Selective Clearing Miles AQ 0.87 $________ $________

21201 Linear Grading Miles AQ 0.16 $________ $________

30113 Aggregate Surface Course Crushing, Grading F Tons AQ 12000 $________ $________

30315 Roadway Reconditioning Miles AQ 0.87 $________ $________

03/07/2023

03/08/2023

SHEETCHECKEDDESIGNERDATEDRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

PROJECT NAME

FLAT IRON PIT CRUSHING

NEZ PERCE / CLEARWATER NATIONAL FOREST

RED RIVER RANGER DISTRICT

NORTHERN REGION

REGION 1 SUMMARY OF

QUANTITIES &

WORKLIST

12/27/2022 2

SUMMARY OF QUANTITIES

1/26/2023

ACCESS ROUTE WORKLIST

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SHEETCHECKEDDESIGNERDATEDRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

PROJECT NAME

FLAT IRON PIT CRUSHING

NEZ PERCE / CLEARWATER NATIONAL FOREST

RED RIVER RANGER DISTRICT

NORTHERN REGION

REGION 1 WORKLIST

12/27/2022 3

WORKLIST ROAD 1810A

1/26/2023

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SHEETCHECKEDDESIGNERDATEDRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

PROJECT NAME

FLAT IRON PIT CRUSHING

NEZ PERCE / CLEARWATER NATIONAL FOREST

RED RIVER RANGER DISTRICT

NORTHERN REGION

REGION 1 TYPICALS AND DETAILS

12/27/2022 4

TYPICAL ROAD SECTION WITHOUT DITCH

NOT TO SCALE

3'

1'

INSLOPE, OUTSLOPE, OR CROWN WHEN

SPECIFIED IN THE WORKLIST. OTHERWISE

MAINTAIN EXISTING.

8'

CLEARING AND

GRUBBING

OUTER LIMITS

8'

CLEARING AND

GRUBBING

OUTER LIMITS

8'

CLEARING AND

GRUBBING OUTER

LIMITS8'

CLEARING AND

GRUBBING OUTER LIMITS

4" ASC

6" ABC

ASC = Aggregate Surface Course ABC = Aggregate Base Course

AGGREGATE SURFACE COURSE WHERE

SPECIFIED

AGGREGATE BASE COURSE WHERE

SPECIFIED

ROAD RECONDITIONING

TYPICAL SECTION

15'

15'

TYPICAL ROAD SECTION WITH DITCH

NOT TO SCALE

14'

14' 14

ROADSIDE CLEARING LIMITS WITHOUT DITCH

NOT TO SCALE

8'

ROADSIDE

CLEARING

OUTER LIMITS

8'

ROADSIDE

CLEARING

OUTER LIMITS

8'

ROADSIDE CLEARING

OUTER LIMITS

8'

ROADSIDE CLEARING

OUTER LIMITS

VARIES

VARIES

ROADSIDE CLEARING LIMITS WITH DITCH

NOT TO SCALE

1/26/2023

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SHEETCHECKEDDESIGNERDATEDRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

PROJECT NAME

FLAT IRON PIT CRUSHING

NEZ PERCE / CLEARWATER NATIONAL FOREST

RED RIVER RANGER DISTRICT

NORTHERN REGION

REGION 1 PIT DEVELOPEMENT PLAN

12/27/2022

1. CRUSH 12,000 TONS OF AGGREGATE (GRADING F) FOR STOCKPILE.

2. ALL WORK SHALL CONFORM TO MINE SAFETY AND HEALTH (MSHA)

STANDARDS

3. THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING AND SIGNING

A TRAFFIC CONTROL PLAN FOR WHEN PIT OPERATIONS ARE

OCCURRING. THIS PLAN SHALL CONFORM TO ALL MSHA AND OSHA

REQUIREMENTS FOR THIS TYPE OF WORK.

4. MATERIAL SOURCE BOUNDARIES SHALL BE STAKED BY THE

CONTRACTOR AND APPROVED BY THE COR. ALL WORK PERTAINING TO

QUARRY DEVELOPMENT ARE SUBSIDIARY TO ITEM 30113 -AGGREGATE

SURFACE COURSE STOCKPILING, GRADING F.

5. THE CONTRACTOR IS RESPONSIBLE FOR LAYING OUT EXCAVATION

LIMITS IN ACCORDANCE WITH THE AGGREGATE SOURCE PLAN TO

ENSURE THERE IS SUFFICIENT QUANTITY OF MATERIAL TO PRODUCE

CONTRACT QUANTITIES OF AGGREGATE.

6. CLEARING, GRUBBING, AND SLASH CLEANUP SHALL CONFORM TO

FSSS 201 - CLEARING & GRUBBING SPECIFICATIONS. CLEARING LIMITS

SHALL BE 15 FEET BEYOND THE PIT EXCAVATION LIMITS.

7. LOOSE, UNCONSOLIDATED MATERIAL SHALL BE STRIPPED DOWN TO

COMPETENT ROCK FOR AT LEAST 10 FEET HORIZONTALLY FROM THE

TOP OF THE EXCAVATION.

8. OVERBURDEN, TOPSOIL AND REJECT SHALL BE STOCKPILED IN

AREAS DESIGNATED BY THE FOREST SERVICE

9. ALL OVERSIZE ROCK ENCOUNTERED SHALL BE REDUCED IN SIZE

AND UTILIZED.

10. CUT AND FILL SLOPES REQUIRED FOR DEVELOPMENT AND/OR

RESTORATION SHALL NOT BE CONSTRUCTED STEEPER THAN 2:1.

11. AT THE CONCLUSION OF OPERATIONS:

A) NO OVERHANG OR LOOSE ROCK SHALL BE LEFT ON THE

QUARRY WALL.

B) THE FLOOR AND PROCESSING AREAS SHALL BE GRADED TO

PROMOTE DRAINAGE AND TO PREVENT PONDING OF SURFACE

WATER.

C) OVERBURDEN, TOPSOIL AND REJECT MATERIAL (SAVED IN

ITEM 8 ABOVE) SHALL BE UNIFORMLY SPREAD WITHIN THE

DEVELOPMENT PERIMETER IN AREAS AND TO THE GRADES

SPECIFIED BY THE COR/ER.

12. EROSION CONTROL AND/OR RESTORATION OF ROADS

ADJACENT TO THE DEVELOPMENT SITE MAY REQUIRE PLACING

AGGREGATE AND IS INCIDENTAL TO ITEM 30113.

NOTES: THESE ITEMS WILL BE ADDRESSED IN THE

CONTRACTORS PIT DEVELOPMENT PLAN.

1/26/2023

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2023 Twin Ravens Pit Crushing

The objective of the Twin Ravens Rock Crushing Project is to provide a stockpile of Grade F and Grade W crushed aggregate. The project is being performed on the Moose Creek Ranger District of the Nez Perce Clearwater National Forests.

(b) Description of Work:

This contract is for Twin Ravens Rock Crushing Project on the Nez Perce-Clearwater National Forest, Idaho County, Idaho. This project requires crushing 11,000 tons of type F Gradation and 2,000 tons of type W Gradation. The Contractor shall furnish all labor, equipment, supervision, transportation, operating supplies, and incidentals necessary to complete the project as required by the contract, plans, and specifications.

(c) Project Location:

The project is Southeast of Kooskia, Idaho. From Kooskia, turn right on Broadway Ave (HWY 13). After 0.7 miles continue straight on Clearcreek Road. After 2.2 Miles, turn right to stay on Clearcreek Road. Continue for 9.3 miles, and then turn left on Pleasant Valley Road. After 0.6 Miles, turn Left on Main St (FSR 650). Continue 3.4 Miles and turn left on the 650I road. After

0.07 Miles the 650I road becomes the 650I1 road. Continue 0.22 miles to access Twin Cabins Pit. This project is located on the Lochsa Ranger District in Section 15, Township 31 North, Range 5 East of the Boise Meridian. Lat 46.027078°, Long -115.826009°.

(e) Pre-Bid Tour: None.

Estimated: 487 Days after issuance of the Notice to Proceed. (See Section F, FAR Clause 52.211-10 Alt I).

in these Specifications are hereby made a part of the solicitation and any resultant contract.

Copies of the Specifications are available on the internet at http://flh.fhwa.dot.gov/resources/specs/fp14 or performing a google search for the FP-14.

Stand-alone technical specifications have been prepared for Twin Ravens Pit Crushing. The requirements contained in these Specifications are hereby made a part of this solicitation and any resultant contract. The technical specification are found in a separate attachment in Section J.

Copies of the Standard Specifications for Construction of Roads & Bridges on Federal Highway Projects (FP-14) are available in PDF format on the Western Federal Lands Highway Division website at www.wfl.fha.dot.gov/design/specs/fp03.htm

C-3 - DRAWINGS – drawings are a part of this solicitation and any resulting contract they are found in a separate attachment entitled TWIN RAVENS PIT CRUSHING.

TWIN RAVENS PIT DEVELOPMENT PROJECT

* Designated Method of Measurement: CQ=Contract Quantity; AQ= Actual Quantity

Number

Description Pay Unit Method of Measure

Unit Quantities Unit Price Total Price

15101 Mobilization LS LS 1 $________ $________

30113A Aggregate Surface Course Crushing, Grading F Tons AQ 11000 $________ $________

30113B Aggregate Subbase Crushing, Grading W Tons AQ 2000 $________ $________

NO. DATEBYREVISION DESCRIPTION

SHEET NO.

SET NO.

PROJECT:

DATE:SHEET INDEX

CONSTRUCTION PLANS

SHEET 1

SHEET 2

SHEET 3

1/31/2023

N

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION ONE

TWIN RAVENS PIT

CRUSHING

ROAD 650I1

NEZ PERCE-CLEARWATER NATIONAL FOREST

MOOSE CREEK RANGER DISTRICT

IDAHO COUNTY, IDAHO

AREA MAP

IDAHO INDEX MAP

PROJECT ENGINEER

NEZPERCE / CLEARWATER NATIONAL

FOREST

DATE

APPROVED BY:

RECOMMENDED BY:

LOCATION MAP

FOREST SUPERVISOR

NEZPERCE / CLEARWATER NATIONAL

FORESTS

DATE

APPROVED BY:

DESIGNED BY:

FOREST ENGINEER

NEZPERCE / CLEARWATER NATIONAL

FORESTS

DATE

DISTRICT RANGER

NEZPERCE / CLEARWATER NATIONAL

FORESTS

DATE

TITLE SHEET

SUMMARY OF QUANTITIES & WORKLIST

PPIT DEVELOPMENT PLAPIT DEVELOPMENT PLANPIT DEVELOPMENT PLANIT DEVELOPMENT PLAN

Vincent Spinazola 2/15/2023

03/08/2023

03/08/2023

03/09/2023

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USER NOTES: (NO PLOT) VERIFY THE MAP RETAINS CLARITY WHEN PRINTED IN BLACK AND WHITE

SHEETCHECKEDDESIGNERDATEDRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

PROJECT NAME

TWIN RAVENS PIT CRUSHING

NEZ PERCE / CLEARWATER NATIONAL FOREST

MOOSE CREEK RANGER DISTRICT

NORTHERN REGION

REGION 1 SUMMARY OF

QUANTITIES &

WORKLIST

12/27/2022 2

SUMMARY OF QUANTITIES

1/31/2023

WORKLIST ROAD 650I1

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SHEETCHECKEDDESIGNERDATEDRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

PROJECT NAME

TWIN RAVENS PIT CRUSHING

NEZ PERCE-CLEARWATER NATIONAL FOREST

MOOSE CREEK RANGER DISTRICT

NORTHERN REGION

REGION 1 PIT DEVELOPEMENT PLAN

12/27/2022

1. CRUSH 11,000 TONS OF AGGREGATE (GRADING F) AND 2,000 TONS

AGGREGATE (GRADE W) FOR STOCKPILE.

2. ALL WORK SHALL CONFORM TO MINE SAFETY AND HEALTH (MSHA)

STANDARDS

3. THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING AND SIGNING

A TRAFFIC CONTROL PLAN FOR WHEN PIT OPERATIONS ARE

OCCURRING. THIS PLAN SHALL CONFORM TO ALL MSHA AND OSHA

REQUIREMENTS FOR THIS TYPE OF WORK.

4. MATERIAL SOURCE BOUNDARIES SHALL BE STAKED BY THE

CONTRACTOR AND APPROVED BY THE COR. ALL WORK PERTAINING TO

QUARRY DEVELOPMENT ARE SUBSIDIARY TO ITEM 30113A -

AGGREGATE SURFACE COURSE STOCKPILING, GRADING F AND ITEM

30113B - AGGREGATE SUBBASE STOCKPILING, GRADING W.

5. THE CONTRACTOR IS RESPONSIBLE FOR LAYING OUT EXCAVATION

LIMITS IN ACCORDANCE WITH THE AGGREGATE SOURCE PLAN TO

ENSURE THERE IS SUFFICIENT QUANTITY OF MATERIAL TO PRODUCE

CONTRACT QUANTITIES OF AGGREGATE.

6. CLEARING, GRUBBING, AND SLASH CLEANUP SHALL CONFORM TO

FSSS 201 - CLEARING & GRUBBING SPECIFICATIONS. CLEARING LIMITS

SHALL BE 15 FEET BEYOND PIT EXCAVATION LIMITS.

7. LOOSE, UNCONSOLIDATED MATERIAL SHALL BE STRIPPED DOWN TO

COMPETENT ROCK FOR AT LEAST 10 FEET HORIZONTALLY FROM THE

TOP OF THE EXCAVATION.

8. OVERBURDEN, TOPSOIL AND REJECT SHALL BE STOCKPILED IN

AREAS DESIGNATED BY THE FOREST SERVICE

9. ALL OVERSIZE ROCK ENCOUNTERED SHALL BE REDUCED IN SIZE

AND UTILIZED.

10. CUT AND FILL SLOPES REQUIRED FOR DEVELOPMENT AND/OR

RESTORATION SHALL NOT BE CONSTRUCTED STEEPER THAN 2:1.

11. AT THE CONCLUSION OF OPERATIONS:

A) NO OVERHANG OR LOOSE ROCK SHALL BE LEFT ON THE

QUARRY WALL.

B) THE FLOOR AND PROCESSING AREAS SHALL BE GRADED TO

PROMOTE DRAINAGE AND TO PREVENT PONDING OF SURFACE

WATER.

C) OVERBURDEN, TOPSOIL AND REJECT MATERIAL (SAVED IN

ITEM 8 ABOVE) SHALL BE UNIFORMLY SPREAD WITHIN THE

DEVELOPMENT PERIMETER IN AREAS AND TO THE GRADES

SPECIFIED BY THE COR/ER.

12. EROSION CONTROL AND/OR RESTORATION OF ROADS

ADJACENT TO THE DEVELOPMENT SITE MAY REQUIRE PLACING

AGGREGATE AND IS INCIDENTAL TO ITEM 30113A AND 30113B.

NOTES: THESE ITEMS WILL BE ADDRESSED IN THE

CONTRACTORS PIT DEVELOPMENT PLAN.

1/31/2023

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C-4 – BIOBASED PRODUCT UTILIZATION

The Contractor must comply with the Agriculture Act of 2014; the Food, Conservation and Energy Act of 2008 (FCEA), 7 U.S.C. 8102; the Farm Security and Rural Investment Act of 2002 (FSRIA), 7 U.S.C.

8102; the Federal Acquisition Regulation; Executive Order (EO) 13514, “Federal Leadership in Environmental, Energy, and Economic Performance,” dated October 5, 2009; EO 13423, “Strengthening Federal Environmental, Energy, Transportation Management,” dated January 24, 2007; and Presidental Memorandom, “Driving Innovation and Creating Jobs in Rural America through Biobased and Sustainable Product Procurement,” dated Febuary 2012, to provide biobased products.

The Contractor shall utilize products and material made from biobased materials to the maximum extent possible without jeopardizing the intended end use or detracting from the overall quality delivered to the end user. All supplies and materials shall be of a type and quality that conform to applicable Federal specifications and standards. All supplies and materials to be used in the performance of work described herein are subject to the approval of the Contracting Officer’s Representative (COR).

The following is an example list of products that may be used in this contract for which biobased products are available. The list is not all inclusive. It is desirable that Contractors be able to supply the greatest number of biobased products listed meeting the health and environmental specifications.

Hydraulic Fluids Penetrating Lubricants Degreasers Absorbants Diesal Fuel Additives Greases Dust Suppressants 2-Cycle Engine Oil Sorbents Adhesive and Mastic Removers Cleaners Concrete/Asphalt Release Fluids Composite Panels Sealers Wood and Concrete Sealers Graffiti and Grease Removers Stain Removers Metalworking Fluids

Biobased products that are designed for preferred procurement under USDA’s Biopreferred Program must meet the required minimum biobased content as stated in the USDA Final Rule available at www.biopreferred.gov. The Contractor should provide data for their biobased products such as biobased content and source of biobased material.

In addition to the biobased products designed by the U.S. Department of Agriculture in the Biopreferred Program, the Contractor is encouraged to use other commercially available products.

Additionally, the winning Contractor on each anniversary date of the contract shall compile a complete list of biobased products, including the information above, purchased to carry out the contract requirements. The Contractor shall list volume to be used and total cost for each individual product. This information will be used for reporting purposes (see Section I, FAR Clause 52.223-2).

A demonstration of proper use, an effective training program, and technical assistance are essential to the success of the purchase and use of some biobased products that may function differently than a conventional product.

http://www.biopreferred.gov/

SUPPLEMENTAL

SPECIFICATIONS:

BURPEE PIT, TWIN

RAVENS PIT, AND FLAT

IRON PIT CRUSHING

Forest Service Supplemental Specifications

Table of Contents Preface

101 - Terms¸ Format¸ and Definitions

101.01 Meaning of Terms. ...................................................................................... Error! Bookmark not defined.

101.03 Abbreviations

101.04 Definitions

102 - Bid¸ Award¸ and Execution of Contract

Delete Section 102. ................................................................................................. Error! Bookmark not defined.

103 - Scope of Work

Delete Subsections 103.02, 103.03, 103.04, 103.05. .............................................. Error! Bookmark not defined.

104 - Control of Work

Delete Subsections 104.01, 104.02, 104.04. ........................................................... Error! Bookmark not defined.

104.06 Use of Roads by Contractor

105 - Control of Material

105.05 Use of Material Found in the Work

106 - Acceptance of Work

106.01 Conformity with Contract Requirements

106.02 Visual Inspection

107 - Legal Relations and Responsibility to the Public ...................................... Error! Bookmark not defined.

Delete Subsection 107.05. ...................................................................................... Error! Bookmark not defined.

108 - Prosecution and Progress ............................................................................ Error! Bookmark not defined.

Delete Section 108. ................................................................................................. Error! Bookmark not defined.

109 - Measurement and Payment

Delete Subsections 109.06, 109.07, 109.08, 109.09. .............................................. Error! Bookmark not defined.

109.01 Measurement of Work

109.02 Measurement Terms and Definitions

153 - Contractor Quality Control

153.02 Qualifications

153.03 Quality Control Plan

153.07 Records and control charts

155 - Schedules for Construction Contracts

Delete Section 155. ................................................................................................. Error! Bookmark not defined.

201 - Clearing and Grubbing

202 - Additional Clearing and Grubbing

203 - Removal of Structures and Obstructions

203.05 Disposing of Material

204 - Excavation and Embankment

Section 204. — EXCAVATION AND EMBANKMENT

205 - Rock Blasting

205.03 Regulations

205.06 Preblast condition survey and vibration monitoring and control

205.07 Test Blasting

205.08 Blasting

209 - Structure Excavation and Backfill

212 - Linear Grading

301 - Untreated Aggregate Courses

302 - Minor Crushed Aggregate

302.04 Placing Crushed Aggregate

302.05 Compacting and Finishing Crushed Aggregate

303 - Road Reconditioning

314 - Stockpiled Aggregates

314.01 Description

314.04 Stockpile Site

602 - Culverts and Drains

602.03 General

602.05 Laying Metal Pipe

703 - Aggregate

703.05 (c) Surface course aggregate. (3) Plastic Index

703.05 Subbase, Base, Surface Course, and Screened Aggregate

Preface Preface_wo_12_20_2022

The Forest Service, US Department of Agriculture has adopted FP-14 for construction of National Forest System Roads.

101 - Terms¸ Format¸ and Definitions 101.01_National_11_9_2016

101.03 Abbreviations.

(a) Acronyms.

AGAR — Agriculture Acquisition Regulations

AFPA — American Forest and Paper Association

FSAR — Forest Service Acquisition Regulations

MSHA — Mine Safety and Health Administration

NESC — National Electrical Safety Code

WCLIB — West Coast Lumber Inspection Bureau

(f) Miscellaneous unit abbreviations.

MP — milepost location ppm — parts per million volume

STA station location

101.04 Definitions.

Bid Schedule — The Schedule of Items.

Bridge — A structure, including supports, erected over a depression or an obstruction such as water along a road, a trail, or a railway and having a deck for carrying traffic or other loads.

Contractor — The individual or legal entity contracting with the Government for performance of prescribed work. In a timber sale contract, the contractor is the “Purchaser”.

Culvert — Any structure with a bottom, regardless of fill depth, depth of invert burial, or presence of horizontal driving surface, or any bottomless (natural channel) structure with footings that will not have wheel loads in direct contact with the top of the structure.

Drawings — (Public Works Contracts) Design sheets or fabrication, erection, or construction details submitted to the CO by the Contractor according to FAR Clause 52.236-21 Specifications and Drawings for Construction. Also refers to submissions and submittals.

Notice to Proceed — (Public Works Contracts) Written notice to the Contractor to begin the contract work.

Right-of-Way — A general term denoting (1) the privilege to pass over land in some particular line (including easement, lease, permit, or license to occupy, use, or traverse public or private lands), or (2) Real property necessary for the project, including roadway, buffer areas, access, and drainage areas.

Solicitation— (Public Works Contracts) The complete assembly of documents (whether attached or incorporated by reference) furnished to prospective bidders.

Adjustment in Contract Price — “Equitable adjustment,” as used in the Federal Acquisition Regulations, or “construction cost adjustment,” as used in the Timber Sale Contract, as applicable.

Change — “Change” means “change order” as used in the Federal Acquisition Regulations, or “design change” as used in the Timber Sale Contract.

Forest Service — The United States of America, acting through the Forest Service, U.S. Department of Agriculture.

Neat Line — A line defining the proposed or specified limits of an excavation or structure.

Pioneer Road — Temporary construction access built along the route of the project.

Purchaser — The individual, partnership, joint venture, or corporation contracting with the Government under the terms of a Timber Sale Contract and acting independently or through agents, employees, or subcontractors.

Protected Streamcourse — A drainage shown on the plans or timber sale area map that requires designated mitigation measures.

Road Order — An order affecting and controlling traffic on roads under Forest Service jurisdiction. Road Orders are issued by a designated Forest Officer under the authorities of 36 CFR, part 260.

Shop Drawings — (Timber and Stewardship Contracts) Referred to as “Drawings” in FP-14, include drawings, diagrams, layouts, schematics, descriptive literature, illustrations, lists or tables, performance and test data, and similar materials furnished by Purchaser to explain in detail specific portions of the work required by the contract.

Utilization Standards — The minimum size and percent soundness of trees described in Public Works contract specifications or Timber Sale and IRTC contract provisions to determine merchantable timber.

Figure 101-1—Illustration of road structure terms.

102 - Bid¸ Award¸ and Execution of Contract

See respective site schedule and evaluation criteria.

103 - Scope of Work 103.00_National_11_9_2016

See respective site schedule.

104 - Control of Work 104.00_National_11_9_2016

104.06 Use of Roads by Contractor.

The Contractor is authorized to use roads under the jurisdiction of the Forest Service for all activities necessary to complete this contract, subject to the limitations and authorizations designated in the Road Order(s) or described in the contract, when such use will not damage the roads or national forest resources, and when traffic can be accommodated safely.

105 - Control of Material 105.05_National_6_29_2020

105.05 Use of Material Found in the Work.

Materials produced or processed from Government lands in excess of the quantities required for performance of this contract are the property of the Government. Place excess material safely at government-approved location, at no additional cost to government.

106 - Acceptance of Work 106.01_National_7_18_2017

106.01 Conformity with Contract Requirements.

Follow the requirements of FAR Clause 52.246-12 Inspection of Construction.

References to standard test methods of AASHTO, ASTM, GSA, and other recognized standard authorities refer to the methods in effect on the date of solicitation for bids.

Perform all work to the lines, grades, cross-sections, dimensions, and processes or material requirements shown on the plans or specified in the contract.

Incorporate manufactured materials into the work according to the manufacturer’s recommendations or to these specifications, whichever is more strict.

Plan dimensions and contract specification values are the values to be strived for and complied with as the design values from which any deviations are allowed. Perform work and provide material that is uniform in character and reasonably close to the prescribed value or within the specified tolerance range. The purpose of a tolerance range is to accommodate occasional minor variations from the median zone that are unavoidable for practical reasons.

When standard manufactured items are specified (such as fence, wire, plates, rolled shapes, pipe conduits, etc., that are identified by gauge, unit mass, section dimensions, etc.), the identification will be considered to be nominal masses or dimensions. Unless specific contract tolerances are noted, established manufacturing tolerances will be accepted.

The Government may inspect, sample, or test all work at any time before final acceptance of the project. When the Government tests work, copies of test reports are furnished to the Contractor upon request. Government tests may or may not be performed at the work site. If Contractor testing and inspection is verified by the Government, the Contractor’s results may be used by the Government to evaluate work for acceptance. Do not rely on the availability of Government test results for process control.

Acceptable work conforming to the contract will be paid for at the contract unit bid price. Four methods of determining conformity and accepting work are described in Subsections 106.02 to 106.05 inclusive. The primary method of acceptance is specified in each Section of work. However, work may be rejected at any time it is found by any of the methods not to comply with the contract.

Remove, repair, or replace work that does not conform to the contract, or to prevailing industry standards where no specific contract requirements are noted. Removing, repairing, or replacing work; providing temporary traffic control; and any other related work to accomplish conformity will be at no cost to the Government.

(a) Disputing Government test results. If the accuracy of Government test results is disputed, promptly inform the CO. If the dispute is unresolved after reasonable steps are taken to resolve the dispute, further evaluation may be obtained by written request. Include a narrative describing the dispute and a proposed resolution protocol that addresses the following:

1. Sampling method;

2. Number of samples;

3. Sample transport;

4. Test procedures;

5. Testing laboratories;

6. Reporting;

7. Estimated time and costs; and

8. Validation process.

If the evaluation requires additional sampling or testing be performed, mutually agree with the Government on witnessing procedures and on sampling and testing by a third party laboratory. Use a third party laboratory accredited by the AASHTO accreditation program. Provide proof of the laboratory’s accreditation for the test procedures to be used. Do not use the same laboratory that produced the disputed Government test results or that produced the test results used as a basis for the dispute.

The CO will review the proposed resolution protocol and may modify it before final approval and execution.

The Government will use the approved resolution protocol test results to determine the validity of the disputed testing. If the Government test results are validated, the Contractor will be responsible for all costs associated with developing and performing the resolution protocol. If the Government test results are not validated, the Government will be responsible for all costs associated with developing and performing the resolution protocol.

If the validity of the Government test results cannot be determined, the Contractor and Government will equally share all costs associated with developing and carrying out the resolution protocol.

(b) Alternatives to removing and replacing non-conforming work. As an alternative to removal and replacement, the Contractor may submit a written request to:

1. Have the work accepted at a reduced price; or

2. Be given permission to perform corrective measures to bring the work into conformity.

The request must contain supporting rationale and documentation. Include references or data justifying the proposal based on an evaluation of test results, effect on service life, value of material or work, quality, aesthetics, and other tangible engineering basis. The CO will determine disposition of the nonconforming work.

106.02 Visual Inspection.

Acceptance is based on visual inspection of the work for compliance with the specific contract requirements.

Use prevailing industry standards in the absence of specific contract requirements or tolerances.

108.00_National_11_9_2016

109 - Measurement and Payment 109.00_National_11_9_2016

109.01 Measurement of Work.

Take measurements as described in Subsection 109.02 unless otherwise modified by the Measurement Subsection of the section controlling the work being performed. Table 109-1 indicates the accuracy required for quantities of the various pay units used in the Schedule of Items. Use this guide to determine the decimal placement in the final payment.

Table 109-1

Decimal Accuracy of Quantities for Final Payment

Pay Item Level of Precision Linear Foot 1

Exception--Timber, Steel, and concrete Piles 0.1 Station 0.1 Mile 0.01 Square Foot 0.1 Square Yard 0.1 Each 1 Acre 0.01 Gallon 1 M-Gals. 0.1 Cubic Yard 1

Exception--Structure Excavation; Sheathing Materials; Bedding, Bed Course, and Backfill Materials; Gabions;

0.1

Exception--Concrete; Masonry 0.01 Pound 1 Ton 0.1

Exception--Calcium Chloride;

Sodium Chloride; Hydrated Lime;

Bituminous Materials; Pavements;

Bed Course Materials

0.01

Hour 0.1

MFBM 0.01

Station Yard 1 Cubic Yard Mile 1 Ton Mile 1

109.02_National_11_9_2016

109.02 Measurement Terms and Definitions.

(b) Contract quantity.

Contract quantities will be adjusted only when there are errors in the original design of 15% or more.

153 - Contractor Quality Control 153.02_National_10_26_2022

153.02 Qualifications.

Submit the following for approval with the quality control plan:

(a) Quality control manager (QCM). Furnish a QCM who has at least 2 years’ experience in construction, inspector, quality control and material testing on construction projects of similar type and scope.

(b) Testers. Provide testers with at least one…

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