ATT 1A DRAWING SHEETS REVISED A1 (22R0016).pdf

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Road Reconstruction. Antelope Lake Road. Plumas National Forest. USDA Forest Service.
Solicitation number
127EAW22R0016
Issued by

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This Request for Proposal from the USDA Forest Service solicits bids for road reconstruction work along Antelope Lake Road in the Plumas National Forest. The project involves asphalt pavement and curb demolition, culvert and flume demolition and replacement, asphalt pavement reconstruction using full depth reclamation and overlay, installation of guardrails, signs and other miscellaneous construction items. The total value of the contract is estimated to exceed $10 million. Bids are due by February 24, 2022 and the RFP includes attachments with drawings, specifications and other requirements. Any requests for information must be submitted to the contracting officer by the same due date. The solicitation is set aside for small businesses.

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Other files

File Type Posted
AMENDMENT 1 RFP 127EAW22R0016 Antelope Lake Plumas.pdf PDF
ATT 3A CULVERT LOG REPLACED A1 (22R0016).pdf PDF
A1 RFP REPLACEMENT PAGES (22R0016).pdf PDF
FULL RFP 127EAW22R0016 - ANTELOPE LAKE ROAD CONSTRUCTION PLUMAS (ALL REVISIONS AMENDMENT 1).pdf PDF
AMENDMENT 1 RFP 127EAW22R0016 Antelope Lake Plumas.pdf PDF
ATT 2A SPECS-FSSS REPLACED A1 (22R0016).pdf PDF
ATT 3 CULVERT LOG 22R0016.pdf PDF
ATT 1 DRAWINGS-PLANS 22R0016.PDF PDF
ATT 4 FIRE PLAN 22R0016.pdf PDF
RFP 127EAW22R0016 - ANTELOPE LAKE ROAD CONSTRUCTION PLUMAS.pdf PDF
ATT 6 CWD 22R0016.pdf PDF
ATT 5 SAFETY PLAN SOP 22R0016.pdf PDF
ATT 2 FSSS 22R0016.pdf PDF
ATT 7 - EXPERIENCE QUESTIONNAIRE 22R0016.docx DOCX document
ATT 7 - EXPERIENCE QUESTIONNAIRE 22R0016.pdf PDF
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DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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(R05)

PACIFIC SOUTHWEST REGION

FH 43 ANTELOPE LAKE

ROAD RECONSTRUCTION

PLUMAS NATIONAL

FOREST

MOUNT HOUGH RANGER

DISTRICT

GENERAL NOTES

12/29/2020

G-02_Maps.dwg

M. ALANIZ

M. ALANIZ

M. BLANCHARD

G-02b

3702b

STA 141+56: LARGE TURNOUT.

UTILIZE FOR DISPOSING NATIVE MATERIAL

AND ORGANIC DEBRIS

STA 150+72: SPUR ROAD. AREA CAN

BE UTILIZED FOR STAGING

STA 262+54: CULVERT REPLACEMENT

STA 262+50: ROADWAY

DECOMMISSION. THIS

AREA CAN BE UTILIZE FOR

DISPOSAL OF ORGANIC

AND NATIVE MATERIAL

REVISED NOTE (2/22/2022)

1 DELETE NOTE (2/22/2022)

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AutoCAD SHX Text GENERAL NOTES 1. PROJECT DESCRIPTION: FURNISH ALL LABOR, EQUIPMENT AND PROJECT DESCRIPTION: FURNISH ALL LABOR, EQUIPMENT AND MATERIALS TO ACCOMPLISH THE WORK UNDER THIS CONTRACT. WORK CONSISTS OF THE FOLLOWING: - ASPHALT PAVEMENT AND CURB DEMOLITION ASPHALT PAVEMENT AND CURB DEMOLITION - CULVERT AND ROADSIDE METAL FLUME DEMOLITION CULVERT AND ROADSIDE METAL FLUME DEMOLITION - RECONSTRUCTION OF ASPHALT PAVEMENT USING FULL DEPTH RECONSTRUCTION OF ASPHALT PAVEMENT USING FULL DEPTH RECLAMATION (FDR) AND HOT MIX ASPHALT (HMA) PAVEMENT OVERLAY. - INSTALLATION OF NEW CULVERTS AND ROADSIDE METAL FLUMES INSTALLATION OF NEW CULVERTS AND ROADSIDE METAL FLUMES - INSTALLATION OF CULVERT DROP INLETS AND DOWN DRAINS. INSTALLATION OF CULVERT DROP INLETS AND DOWN DRAINS. - RIPRAP AND AGGREGATE PLACEMENT RIPRAP AND AGGREGATE PLACEMENT - CONSTRUCTION OF NEW CATTLEGUARD CONSTRUCTION OF NEW CATTLEGUARD - INSTALLATION OF NEW GUARDRAIL. INSTALLATION OF NEW GUARDRAIL. - INSTALLATION OF NEW SIGNS INSTALLATION OF NEW SIGNS - QUALITY CONTROL SAMPLING, TESTING, AND REPORTING QUALITY CONTROL SAMPLING, TESTING, AND REPORTING 2. WORK REQUIRED IN THIS CONTRACT, BUT CONSIDERED INCIDENTAL WORK REQUIRED IN THIS CONTRACT, BUT CONSIDERED INCIDENTAL TO WORK ITEMS IN THE SCHEDULE ARE AS FOLLOWS: - CLEARING AND GRUBBING CLEARING AND GRUBBING - QUALITY CONTROL SAMPLING, TESTING AND REPORTING QUALITY CONTROL SAMPLING, TESTING AND REPORTING - PREPARATION FOR PAVEMENT CONSTRUCTION, INCLUDING PREPARATION FOR PAVEMENT CONSTRUCTION, INCLUDING CLEANING EXISTING ROADWAY OF ORGANIC AND NATIVE MATERIAL COLLECTING ALONG THE ROADWAY EDGE AND SURFACE. - EXCESS WASTE DISPOSAL NOT UTILIZED IN THIS PROJECT, TO EXCESS WASTE DISPOSAL NOT UTILIZED IN THIS PROJECT, TO DESIGNATED DISPOSAL AREAS OR OFFSITE. - TACK COATS. TACK COATS. 3. THE CONTRACTOR SHALL CLEAN THE EXISTING PAVEMENT THE CONTRACTOR SHALL CLEAN THE EXISTING PAVEMENT SURFACE OF ORGANIC DEBRIS AND NATIVE SOIL. IN PARTICULAR, CLEAN BOTH ROADWAY EDGES WHERE THIS MATERIAL HAS COLLECTED ALONG CURBS AND CUT SLOPE. CLEAN ROAD EDGE ALONG CUT SLOPES UNDER THE FOLLOWING CONDITIONS: - IF ROAD WIDTH IS LESS THAN 24 FEET WIDE, AND: IF ROAD WIDTH IS LESS THAN 24 FEET WIDE, AND: - IF CUT SLOPE IS FLATTER THAN 0.5:1 IF CUT SLOPE IS FLATTER THAN 0.5:1 - NOTE: CLEANUP ALONG CUT SLOPE EDGE SHALL NOT EXCEED NOTE: CLEANUP ALONG CUT SLOPE EDGE SHALL NOT EXCEED 2' INTO THE SLOPE AND SHALL NOT CAUSE FURTHER DESTABILIZATION OF THE SLOPE. 3. THE CONTRACTOR SHALL UTILIZE DEMOLISHED ASPHALT PAVEMENT THE CONTRACTOR SHALL UTILIZE DEMOLISHED ASPHALT PAVEMENT (UNDER PAY ITEM 20304) FOR THE FULL DEPTH RECLAMATION, WHERE THE EXISTING PAVEMENT HAS SIGNIFICANTLY DEGRADED OR HAS BEEN COMPLETELY REMOVED THROUGH PREVIOUS FOREST SERVICE MAINTENANCE. ANY DEMOLISHED ASPHALT PAVEMENT NOT UTILIZED FOR THIS PURPOSE SHALL BE HAUL OFFSITE, OR CAN BE RE-UTILIZED ON THE PROJECT FOR OTHER PURPOSES AS PROPOSED BY THE CONTRACTOR AND APPROVED BY THE CO. 4. THE CONTRACTOR SHALL DISPOSAL ORGANIC AND NATIVE THE CONTRACTOR SHALL DISPOSAL ORGANIC AND NATIVE MATERIAL (AS DEMONSTRATED IN NOTE 1) AT THE FOLLOWING LOCATIONS: - STA 141+56 RT AT LARGE TURNOUT BUILT WITH NATIVE STA 141+56 RT AT LARGE TURNOUT BUILT WITH NATIVE MATERIAL - STA 262+50 LT AT ROAD DECOMMISSIONING AREA. STA 262+50 LT AT ROAD DECOMMISSIONING AREA. - REFER TO MAPS ON THIS SHEET FOR LOCATIONS REFER TO MAPS ON THIS SHEET FOR LOCATIONS 5. THE CONTRACTOR SHALL PERFORM FULL DEPTH RECLAMATION THE CONTRACTOR SHALL PERFORM FULL DEPTH RECLAMATION (FDR) WITH NO ADDITIVES. WORK SHALL CONFORM TO FP-14 SECTION 304. - THE EXISTING PAVEMENT STRUCTURE IS A 3-INCH THICK OPEN THE EXISTING PAVEMENT STRUCTURE IS A 3-INCH THICK OPEN GRADED ASPHALT PAVEMENT SURFACE WITH AN EMULSIFIED BINDER, OVERLAYING A 2-INCH THICK BASE COURSE. - THE SUBGRADE IS COMPACTED DECOMPOSED GRANITIC THE SUBGRADE IS COMPACTED DECOMPOSED GRANITIC MATERIAL WITH AN AVERAGE CALIFORNIA BEARING RATIO (CBR) OF 70. - REFER TO SHEET D-11a FOR DETAILS ON THE FDR REFER TO SHEET D-11a FOR DETAILS ON THE FDR REQUIREMENTS. 6. BASED ON THE PAVEMENT INVESTIGATION, THE CROSS SECTION BASED ON THE PAVEMENT INVESTIGATION, THE CROSS SECTION APPEARS TO BE CONSISTENT WITH THE DESCRIPTION ABOVE (SEE NOTE 5). USE DEMOLISHED PAVEMENT PER PAY ITEM 20403 TO FILL AREAS OF SEVERE PAVEMENT DEGRADATION. - REFER TO PAY ITEM 20304 FOR QUANTITY OF ASPHALT REFER TO PAY ITEM 20304 FOR QUANTITY OF ASPHALT DEMOLITION.

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7. THE FOREST SERVICE DETERMINED SURFACE AREA OF THE THE FOREST SERVICE DETERMINED SURFACE AREA OF THE EXISTING PAVEMENT BY MEASURING ROAD WIDTH AT EVERY ROADWAY FEATURE (TURNOUT, SIGN, CULVERT, START/END OF CURB OR AT INTERVALS NOT EXCEEDING 250'. THESE MEASUREMENTS WHERE USED TO DETERMINE THE LIMITS FOR THE FULL DEPTH RECLAMATION AND NEW ASPHALT PAVEMENT OVERLAY. 8. CULVERT INVERTS SHALL BE SET TO ELIMINATE HEADCUTTING OR CULVERT INVERTS SHALL BE SET TO ELIMINATE HEADCUTTING OR SHOTGUNNING CAUSED BY THE EXISTING CULVERT. AS A RESULT, CULVERT OUTLETS SHALL BE SET AT THE EXISTING GROUND ELEVATION, WITH RIPRAP PLACED AT THE NEW CULVERT OUTLETS. REFER TO THE CULVERT INSTALLATION DRAWINGS FOR DETAILS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A SOIL EROSION CONTROL AND DEWATERING PLAN, IN ACCORDANCE WITH CONTRACT SPECIFICATIONS. DUE TO THE CLOSE PROXIMITY OF INDIAN CREEK AND OTHER MAJOR TRIBUTARIES WITH PERMANENT WATER, THE CONTRACTORS OPERATIONS SHALL NOT CONTAMINATE THESE WATERWAYS. THE CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES WHEN OPERATING, STORING OR STAGING NEAR THESE WATERWAYS, WHICH WILL BE DEMONSTRATED IN THE SOIL EROSION CONTROL AND DEWATERING PLAN. THE REQUIREMENTS OUTLINED IN SECTION 157 OF THE SPECIFICATIONS ARE SUFFICE FOR SWPPP. - REFER TO SHEET D-11b FOR DETAILS ON DEWATERING FOR REFER TO SHEET D-11b FOR DETAILS ON DEWATERING FOR CULVERT INSTALLATION. - AS REQUIRED IN CONTRACT DOCUMENTS, PROVIDE SPILL AS REQUIRED IN CONTRACT DOCUMENTS, PROVIDE SPILL CONTAINMENT PLAN. 10. SEVERAL PARKING AREAS AND TURNOUTS ARE NOT REQUIRED TO SEVERAL PARKING AREAS AND TURNOUTS ARE NOT REQUIRED TO BE RECONSTRUCTED. THOSE LOCATIONS ARE AS FOLLOWS: - STA 300+51: PARKING AREA RT STA 300+51: PARKING AREA RT - STA 310+63: PARKING AREA RT STA 310+63: PARKING AREA RT - STA 336+70: PARKING AREA RT STA 336+70: PARKING AREA RT - STA 352+60: PARKING OR TURNOUT RT (NATIVE SURFACED) STA 352+60: PARKING OR TURNOUT RT (NATIVE SURFACED) - STA 371+89: PARKING AREA RT STA 371+89: PARKING AREA RT - STA 515+44: FLARED INTERSECTION RT (PAVED) STA 515+44: FLARED INTERSECTION RT (PAVED) 11. PROVIDE PAVED APPROACHES FOR ROADS THAT INTERSECTION ANTELOPE LAKE ROAD (SEE SHEET D-11b) AT THE FOLLOWING LOCATIONS (NOTE THAT ALL THESE INTERSECTING ROADS ARE EITHER NATIVE SURFACED OR AGGREGATE SURFACED): - STA 200+95 LT: FSR 27N09 HUNGRY CREEK ROAD STA 200+95 LT: FSR 27N09 HUNGRY CREEK ROAD - STA 413+63 RT: UNKNOWN ROAD STA 413+63 RT: UNKNOWN ROAD - STA 421+84 RT: UNKNOWN ROAD STA 421+84 RT: UNKNOWN ROAD - STA 448+12 LT: COLD STREAM EQUESTRIAN PARKING STA 448+12 LT: COLD STREAM EQUESTRIAN PARKING - STA 537+95 RT: FSR 28N03 (THIS ROAD CROSSES OVER DAM) STA 537+95 RT: FSR 28N03 (THIS ROAD CROSSES OVER DAM) 12. WITH THIS PROJECT BEING LOCATED WITH RECENT FIRE BURN SCARS, THE CONTRACTOR SHALL ADHERE TO THE FIRE SAFETY PLAN ATTACHMENTS PROVIDED IN THIS CONTRACT. 13. REFER TO THE CONTRACT PACKAGE FOR ALL HEALTH AND SAFETY REQUIREMENTS ASSOCIATED WITH THIS PROJECT. 14. PROJECT IS IN CLOSE PROXIMITY WITH THE ANTELOPE LAKE DAM, WHICH IS OPERATED BY THE STATE. IF OPTION Z IS AWARDED, TRAFFIC CONTROL SHALL BE IMPLEMENTED ACCORDING TO SHEET G-02a, WHEREAS TO NOT DISRUPT THE STATE'S OPERATION. 15. REFER TO THE ATTACHED FOREST SERVICE GEOTECHNICAL REPORT FOR MORE INFORMATION.

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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PACIFIC SOUTHWEST REGION

FH 43 ANTELOPE LAKE

ROAD RECONSTRUCTION

PLUMAS NATIONAL

FOREST

MOUNT HOUGH RANGER

DISTRICT

SCHEDULE OF ITEMS -

BASE CONSTRUCTION

03/04/2021

G-0X_Schedule of Items.dwg

M. ALANIZ

M. ALANIZ

M. BLANCHARD

G-05

3 ADDED PAY ITEM 15401 TO CONTRACT (2/23/2022)

4 DELETE DUPLICATE PAY ITEM (2/22/2022)

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SUMMARY OF QUANTITIES - SCHEDULE F: MISCELLANEOUS WORK ITEMS STA 0+00 TO 634+68

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PAY ITEM NUMBER

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UNIT

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REMARKS AND/OR DETERMINATION OF ESTIMATED QUANTITY

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MOBILIZATION

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LPSM

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ALL

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CONTRACTOR TESTING

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LPSM

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ALL

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SOIL EROSION AND POLLUTION CONTROL, INCLUDING DEWATERING

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LPSM

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ALL

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REMOVE AND DISPOSE SIGN

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LPSM

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ALL

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REMOVE AND DISPOSE EXISTING SIGNS ONLY AT LOCATIONS DESIGNATED FOR REPLACEMENT.

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REMOVAL OF EXISTING FLUME DOWN DRAIN, DISPOSE AT COMMERCIAL LANDFILL

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EACH

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REMOVE AND DISPOSE CATTLEGUARD

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EACH

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REMOVE AND DISPOSE GUARDRAIL

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LNFT

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REMOVE AND DISPOSE EXISTING ASPHALT PAVEMENT

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ESTIMATED QUANTITY TO SAWCUT AND REMOVE EXISTING PAVEMENT

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ROADWAY EXCAVATION AND DISPOSAL

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CUYD

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ROADWAY OBLITERATION, METHOD 1

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RIPRAP, CLASS 1

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ASPHALT CONCRETE PAVEMENT, 1/2-INCH NOMINAL AGGREGATE, TYPE 1

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TONS

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INCLUDES ESTIMATED QUANTITY TO PAVE CULVERT CATCH BASINS

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FLUME DOWN DRAIN

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GUARDRAIL END SECTION

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EACH

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CATTLEGUARD, ANGLE IRON WING GUARD

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EACH

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SIGN, ALUMINUM PANEL, PRISMATIC RETROREFLECTIVE SHEETING TYPE IV, SINGLE POST

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EACH

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TEMPORARY TRAFFIC CONTROL

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TRAFFIC CONTROL REQUIRED TO COMPLETE BASE CONSTRUCTION WORK ITEMS ONLY

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SUMMARY OF QUANTITIES - SCHEDULE E: ROAD RECONSTRUCTION STA 299+20 TO 515+30

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REMOVAL OF EXISTING FLUME DOWN DRAIN, DISPOSE AT COMMERCIAL LANDFILL

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EACH

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REMOVAL OF EXISTING CULVERT, DISPOSE AT COMMERCIAL LANDFILL

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RIPRAP, CLASS 1

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PLACED AT CULVERT OUTLETS AND NEW INLET HEADWALLS. SEE WORK LIST FOR LOCATIONS.

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ROADWAY SHOULDER AGGREGATE, COMPACTION METHOD 2

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TONS

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PLACED ALONG EDGE OF PAVEMENT AS SHOULDER-BACKING

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FULL DEPTH RECLAMATION, 5-INCH DEPTH, 2-INCH MINUS, COMPACTION METHOD D

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ASPHALT CONCRETE PAVEMENT, 1/2-INCH NOMINAL AGGREGATE, TYPE 1

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PRIME COAT, METHOD 1

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24 INCH PIPE CULVERT, CORRUGATED METAL, 16 GAGE, COMPACTION METHOD 1

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36 INCH PIPE CULVERT, CORRUGATED METAL, 16 GAGE, COMPACTION METHOD 1

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48 INCH PIPE CULVERT, CORRUGATED METAL, 12 GAGE, COMPACTION METHOD 1

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FLUME DOWN DRAIN

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END SECTION FOR 24 INCH CULVERT PIPE DOWNSPOUT

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EACH

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ELBOW, 24 INCHES, 14 GAGE

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INLET, TYPE A, CORRUGATED METAL, 16 GAGE

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INLET, TYPE B, CORRUGATED METAL, 16 GAGE

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DOWN SPOUT, 24 INCH PIPE CULVERT, CORRUGATED METAL, 14 GAGE

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CURB, ASPHALT

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OBJECT MARKER, TYPE 2

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EACH

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PLACED AT NEW CULVERT INSTALLATIONS

DESIGNER

CHECKED

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DATE

PROJECT NO.

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OFSHEET

United States Department of Agriculture Forest Service

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SCHEDULE OF ITEMS

TABULATION - BASE

CONSTRUCTION

03/04/2021

G-0X_Schedule of Items.dwg

M. ALANIZ

M. ALANIZ

M. BLANCHARD

G-06

3 ADDED PAY ITEM (2/23/2022)

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

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AutoCAD SHX Text U

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AutoCAD SHX Text

SUMMARY OF QUANTITIES - TABULATION OF BASE CONSTRUCTION WORK ITEMS

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PAY ITEM NUMBER

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PAY ITEM DESCRIPTION

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UNIT

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SCHEDULE

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TOTAL

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AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text 15101

AutoCAD SHX Text

MOBILIZATION

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LPSM

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ALL

AutoCAD SHX Text

ALL

AutoCAD SHX Text 15401

AutoCAD SHX Text

CONTRACTOR TESTING

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LPSM

AutoCAD SHX Text

ALL

AutoCAD SHX Text

ALL

AutoCAD SHX Text 15713

AutoCAD SHX Text

SOIL EROSION AND POLLUTION CONTROL, INCLUDING DEWATERING

AutoCAD SHX Text

LPSM

AutoCAD SHX Text

ALL

AutoCAD SHX Text

ALL

AutoCAD SHX Text 20301

AutoCAD SHX Text

REMOVE AND DISPOSE SIGN

AutoCAD SHX Text

LPSM

AutoCAD SHX Text

ALL

AutoCAD SHX Text

ALL

AutoCAD SHX Text 20302A

AutoCAD SHX Text

REMOVAL OF EXISTING FLUME DOWN DRAIN, DISPOSE AT COMMERCIAL LANDFILL

AutoCAD SHX Text

EACH

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AutoCAD SHX Text

AutoCAD SHX Text 20302B

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REMOVAL OF EXISTING CULVERT, DISPOSE AT COMMERCIAL LANDFILL

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EACH

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AutoCAD SHX Text 20302C

AutoCAD SHX Text

REMOVE AND DISPOSE CATTLEGUARD

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EACH

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AutoCAD SHX Text 20303

AutoCAD SHX Text

REMOVE AND DISPOSE GUARDRAIL

AutoCAD SHX Text

LNFT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 20304

AutoCAD SHX Text

REMOVE AND DISPOSE EXISTING ASPHALT PAVEMENT

AutoCAD SHX Text

SQFT

AutoCAD SHX Text 3,600

AutoCAD SHX Text 1,800

AutoCAD SHX Text 9,000

AutoCAD SHX Text 10,000

AutoCAD SHX Text 35,000

AutoCAD SHX Text 44,765

AutoCAD SHX Text 104,165

AutoCAD SHX Text 20310

AutoCAD SHX Text

PLUG, EXISTING CULVERT

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EACH

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 20401

AutoCAD SHX Text

ROADWAY EXCAVATION AND DISPOSAL

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CUYD

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 21103

AutoCAD SHX Text

ROADWAY OBLITERATION, METHOD 1

AutoCAD SHX Text

SQYD

AutoCAD SHX Text 1,200

AutoCAD SHX Text 1,200

AutoCAD SHX Text 25101A

AutoCAD SHX Text

RIPRAP, CLASS 1

AutoCAD SHX Text

CUYD

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 25101B

AutoCAD SHX Text

RIPRAP, CLASS 2

AutoCAD SHX Text

CUYD

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 25101C

AutoCAD SHX Text

RIPRAP, CLASS 3

AutoCAD SHX Text

CUYD

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 25101D

AutoCAD SHX Text

RIPRAP, CLASS 4

AutoCAD SHX Text

CUYD

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 30201

AutoCAD SHX Text

ROADWAY SHOULDER AGGREGATE, COMPACTION METHOD 2

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TONS

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 30402

AutoCAD SHX Text

FULL DEPTH RECLAMATION, 5-INCH DEPTH, 2-INCH MINUS, COMPACTION METHOD 2

AutoCAD SHX Text

SQYD

AutoCAD SHX Text 5,660

AutoCAD SHX Text 7,612

AutoCAD SHX Text 11,225

AutoCAD SHX Text 73,300

AutoCAD SHX Text 97,797

AutoCAD SHX Text 40302

AutoCAD SHX Text

ASPHALT CONCRETE PAVEMENT, 1/2-INCH NOMINAL AGGREGATE, TYPE 1

AutoCAD SHX Text

TONS

AutoCAD SHX Text 1,023

AutoCAD SHX Text 1,319

AutoCAD SHX Text 2,063

AutoCAD SHX Text

AutoCAD SHX Text 13,026

AutoCAD SHX Text

AutoCAD SHX Text 18,427

AutoCAD SHX Text 41102

AutoCAD SHX Text

PRIME COAT, METHOD 1

AutoCAD SHX Text

SQYD

AutoCAD SHX Text 5,660

AutoCAD SHX Text 7,612

AutoCAD SHX Text 11,225

AutoCAD SHX Text 73,300

AutoCAD SHX Text 97,797

AutoCAD SHX Text 60201A

AutoCAD SHX Text

24 INCH PIPE CULVERT, CORRUGATED METAL, 16 GAGE, COMPACTION METHOD 1

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LNFT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1,900

AutoCAD SHX Text 2,775

AutoCAD SHX Text 60201B

AutoCAD SHX Text

36 INCH PIPE CULVERT, CORRUGATED METAL, 16 GAGE, COMPACTION METHOD 1

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LNFT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 60201C

AutoCAD SHX Text

48 INCH PIPE CULVERT, CORRUGATED METAL, 12 GAGE, COMPACTION METHOD 1

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LNFT

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 60206

AutoCAD SHX Text

FLUME DOWN DRAIN

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LNFT

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 60207

AutoCAD SHX Text

END SECTION FOR 24 INCH CULVERT PIPE DOWNSPOUT

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EACH

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 60210

AutoCAD SHX Text

ELBOW, 24 INCHES, 14 GAGE

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EACH

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 60402A

AutoCAD SHX Text

INLET, TYPE A, CORRUGATED METAL, 16 GAGE

AutoCAD SHX Text

EACH

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 60402B

AutoCAD SHX Text

INLET, TYPE B, CORRUGATED METAL, 16 GAGE

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EACH

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 60601

AutoCAD SHX Text

DOWN SPOUT, 24 INCH PIPE CULVERT, CORRUGATED METAL, 14 GAGE

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LNFT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 60901

AutoCAD SHX Text

CURB, ASPHALT

AutoCAD SHX Text

LNFT

AutoCAD SHX Text

AutoCAD SHX Text 1,694

AutoCAD SHX Text 2,699

AutoCAD SHX Text

AutoCAD SHX Text 16,902

AutoCAD SHX Text 1,552

AutoCAD SHX Text 24,227

AutoCAD SHX Text 61701

AutoCAD SHX Text

GUARDRAIL, G4 W-BEAM ON WOOD POSTS

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LNFT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 61703

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GUARDRAIL END SECTION

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EACH

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AutoCAD SHX Text

AutoCAD SHX Text 61903

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CATTLEGUARD, ANGLE IRON WING GUARD

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EACH

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AutoCAD SHX Text

AutoCAD SHX Text 63304

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SIGN, ALUMINUM PANEL, PRISMATIC RETROREFLECTIVE SHEETING TYPE IV, SINGLE POST

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EACH

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AutoCAD SHX Text

AutoCAD SHX Text 63308

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OBJECT MARKER, TYPE 2

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EACH

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 63501

AutoCAD SHX Text

TEMPORARY TRAFFIC CONTROL

AutoCAD SHX Text

LPSM

AutoCAD SHX Text

ALL

ALL

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/2 3/2

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WORK LIST (BASE) -

OTHER CONSTRUCTION

01/04/2021

Work Items_Base.dwg

M. ALANIZ

M. ALANIZ

M. BLANCHARD

G-14

SCHEDULE F TOTAL 1 370 70 296 270 275 4 1

SCHEDULE F TOTAL 3 3 59

SCHEDULE F TOTAL

45,036

0 0 815

1,552

4 DELETE DUPLICATE PAY ITEM (2/22/2022)

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

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AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

SCHEDULE F OTHER CONSTRUCTION

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ITEM NUMBER

AutoCAD SHX Text 20302C

AutoCAD SHX Text 20303

AutoCAD SHX Text 20401

AutoCAD SHX Text 25101C

AutoCAD SHX Text 25101D

AutoCAD SHX Text 61701

AutoCAD SHX Text 61703

AutoCAD SHX Text 61903

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NOTES

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STATION

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SIDE

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REMOVAL CATTELGUARD

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REMOVAL GUARD RAIL

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ROADWAY EXCAVATION

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CLASS 3 RIPRAP

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CLASS 4 RIPRAP

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GUARD RAIL

AutoCAD SHX Text

GUARDRAIL END SECTION

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CATTLEGUARD

AutoCAD SHX Text

EACH

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LNFT

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CUYD

AutoCAD SHX Text

CUYD

AutoCAD SHX Text

CUYD

AutoCAD SHX Text

LNFT

AutoCAD SHX Text

EACH

AutoCAD SHX Text 74+15

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RT

AutoCAD SHX Text

AutoCAD SHX Text 237.5

AutoCAD SHX Text

AutoCAD SHX Text

PLACE END SECTION AT EACH END OF THE NEW GUARDRAIL

AutoCAD SHX Text 241+53

AutoCAD SHX Text

RT

AutoCAD SHX Text

AutoCAD SHX Text

RECONSTRUCT FILL SLOPE. 40' LONG X 30' HIGH X 3' DEEP.

AutoCAD SHX Text 262+50

AutoCAD SHX Text

LT

AutoCAD SHX Text

DECOMMISSION LANDING FROM FIRE-SALVAGE OPERATION

AutoCAD SHX Text 385+28

AutoCAD SHX Text

RT

AutoCAD SHX Text

AutoCAD SHX Text

RECONSTRUCT FILL SLOPE. 40' LONG X 30' HIGH X 3' DEEP.

AutoCAD SHX Text 472+21

AutoCAD SHX Text

LT

AutoCAD SHX Text

AutoCAD SHX Text

DISPOSE AT STA 262+50

AutoCAD SHX Text 499+62

AutoCAD SHX Text

RT

AutoCAD SHX Text

AutoCAD SHX Text 37.5

AutoCAD SHX Text

AutoCAD SHX Text

PLACE END SECTION AT EACH END OF THE NEW GUARDRAIL

AutoCAD SHX Text 502+39

AutoCAD SHX Text

RT

AutoCAD SHX Text

AutoCAD SHX Text

RIPRAP REVETMENT ALONG INDIAN CREEK (RIGHT BANK). 120' LONG X 20' HIGH X 3' DEEP

AutoCAD SHX Text 515+35

AutoCAD SHX Text N/A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

RIPRAP REVETMENT ALONG INDIAN CREEK (RIGHT BANK). 120' LONG X 20' HIGH X 3' DEEP

AutoCAD SHX Text 611+80

AutoCAD SHX Text

LT

AutoCAD SHX Text

AutoCAD SHX Text

RECONSTRUCT FILL SLOPE OVER LARGE CULVERT. ESTIMATE 50 CY TO FILL ERODED SLOPE.

AutoCAD SHX Text

SCHEDULE F METAL FLUME INSTALLATIONS

AutoCAD SHX Text

ITEM NUMBER

AutoCAD SHX Text 20302A

AutoCAD SHX Text 25101A

AutoCAD SHX Text 60206

AutoCAD SHX Text

NOTES

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STATION

AutoCAD SHX Text

SIDE

AutoCAD SHX Text

REMOVAL FLUME

AutoCAD SHX Text

CLASS 1 RIPRAP

AutoCAD SHX Text

FLUME DOWN DRAIN

AutoCAD SHX Text

EACH

AutoCAD SHX Text

CUYD

AutoCAD SHX Text

LNFT

AutoCAD SHX Text 7+44

AutoCAD SHX Text

RT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text RIPRAP OUTLET APRON, 4' LONG X 5' WIDE X 1.5' DEEP. FLUME INLET ESTIMATED 2 FEET LONG.

AutoCAD SHX Text 23+67

AutoCAD SHX Text

RT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text RIPRAP OUTLET APRON, 4' LONG X 5' WIDE X 1.5' DEEP. FLUME INLET ESTIMATED 2 FEET LONG.

AutoCAD SHX Text 76+96

AutoCAD SHX Text

RT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text RIPRAP OUTLET APRON, 4' LONG X 5' WIDE X 1.5' DEEP. FLUME INLET ESTIMATED 2 FEET LONG.

AutoCAD SHX Text

SCHEDULE F NEW ASPHALT PAVEMENTS

AutoCAD SHX Text

ITEM NUMBER

AutoCAD SHX Text 20304

AutoCAD SHX Text 30201

AutoCAD SHX Text 30402

AutoCAD SHX Text 40302

AutoCAD SHX Text 60901

AutoCAD SHX Text

NOTES

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BEGIN STATION

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END STATION

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SIDE

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REMOVE PAVEMENT

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AGGREGATE

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FDR

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ASPHALT CONC PAVT

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ASPHALT CURB

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SQFT

AutoCAD SHX Text

TONS

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SQYD

AutoCAD SHX Text

TONS

AutoCAD SHX Text

LNFT

AutoCAD SHX Text 2+96

AutoCAD SHX Text 9+46

AutoCAD SHX Text N/A

AutoCAD SHX Text 17,820

AutoCAD SHX Text

AutoCAD SHX Text

PAVEMENT DEMOLITION FOR NEW ASPHALT SURFACE PATCH

AutoCAD SHX Text 2+96

AutoCAD SHX Text 9+46

AutoCAD SHX Text

RT

AutoCAD SHX Text

AutoCAD SHX Text 21+48

AutoCAD SHX Text 27+48

AutoCAD SHX Text N/A

AutoCAD SHX Text 17,280

AutoCAD SHX Text

AutoCAD SHX Text

PAVEMENT DEMOLITION FOR NEW ASPHALT SURFACE PATCH

AutoCAD SHX Text 21+48

AutoCAD SHX Text 27+48

AutoCAD SHX Text

RT

AutoCAD SHX Text

AutoCAD SHX Text 74+20

AutoCAD SHX Text 77+20

AutoCAD SHX Text N/A

AutoCAD SHX Text 9,936

AutoCAD SHX Text

AutoCAD SHX Text

PAVEMENT DEMOLITION FOR NEW ASPHALT SURFACE PATCH

AutoCAD SHX Text 74+20

AutoCAD SHX Text 77+20

AutoCAD SHX Text

RT

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/1 7/2

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PACIFIC SOUTHWEST REGION

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ROAD RECONSTRUCTION

PLUMAS NATIONAL

FOREST

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DISTRICT

SCHEDULE OF ITEMS

(OPTION ITEMS)

03/04/2021

G-0X_Schedule of Items_Options.dwg

M. ALANIZ

M. ALANIZ

M. BLANCHARD

G-16

***OPTION ITEMS***

5 DELETE PAY ITEM (2/22/2022)

3 ADDED PAY ITEM 15401 TO CONTRACT (2/23/2022)

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

SUMMARY OF QUANTITIES - OPTION V: ROAD RECONSTRUCTION STA 115+27 TO 138+90

AutoCAD SHX Text

PAY ITEM NUMBER

AutoCAD SHX Text

PAY ITEM DESCRIPTION

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

EST. QTY.

AutoCAD SHX Text

REMARKS AND/OR DETERMINATION OF ESTIMATED QUANTITY

AutoCAD SHX Text 15101

AutoCAD SHX Text

MOBILIZATON

AutoCAD SHX Text

LPSM

AutoCAD SHX Text

ALL

AutoCAD SHX Text

MOBILIZATION REQUIRED TO COMPLETED WORK WITHIN THIS SEGMENT OF ROAD

AutoCAD SHX Text 15401

AutoCAD SHX Text

CONTRACTOR TESTING

AutoCAD SHX Text

LPSM

AutoCAD SHX Text

ALL

AutoCAD SHX Text MEASURED AND PAID FOR ALL SAMPLING AND TESTING REQUIREMENTS FOR THIS SEGMENT OF ROAD

AutoCAD SHX Text 15713

AutoCAD SHX Text

SOIL EROSION AND POLLUTION CONTROL, INCLUDING DEWATERING

AutoCAD SHX Text

LPSM

AutoCAD SHX Text

ALL

AutoCAD SHX Text EROSION CONTROL & DEWATERING REQUIRED TO COMPLETED WORK WITHIN THIS SEGMENT OF ROAD

AutoCAD SHX Text 20302A

AutoCAD SHX Text

REMOVAL OF EXISTING FLUME DOWN DRAIN, DISPOSE AT COMMERCIAL LANDFILL

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text 20302B

AutoCAD SHX Text

REMOVAL OF EXISTING CULVERT, DISPOSE AT COMMERCIAL LANDFILL

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text 20304

AutoCAD SHX Text

REMOVE AND DISPOSE EXISTING ASPHALT PAVEMENT

AutoCAD SHX Text

SQFT

AutoCAD SHX Text 4,100

AutoCAD SHX Text ESTIMATED QUANTITY TO SAWCUT AND REMOVE EXISTING PAVEMENT AT DESIGNATED CULVERT REPLACEMENTS

AutoCAD SHX Text 25101A

AutoCAD SHX Text

RIPRAP, CLASS 1

AutoCAD SHX Text

CUYD

AutoCAD SHX Text

AutoCAD SHX Text

PLACED AT OUTLET OF NEW METAL FLUMES

AutoCAD SHX Text 25101B

AutoCAD SHX Text

RIPRAP, CLASS 2

AutoCAD SHX Text

CUYD

AutoCAD SHX Text

AutoCAD SHX Text PLACED AT OUTLET OF NEW CULVERT. DIMENSIONS OF RIPRAP APRON PROVIDED IN WORK LISTS.

AutoCAD SHX Text 25101C

AutoCAD SHX Text

RIPRAP, CLASS 3

AutoCAD SHX Text

CUYD

AutoCAD SHX Text

AutoCAD SHX Text

PLACED AT CULVERT INLET HEADWALL.

AutoCAD SHX Text 30201

AutoCAD SHX Text

ROADWAY SHOULDER AGGREGATE, COMPACTION METHOD 2

AutoCAD SHX Text

TONS

AutoCAD SHX Text

AutoCAD SHX Text

PLACED ALONG EDGE OF PAVEMENT AS SHOULDER-BACKING

AutoCAD SHX Text 30402

AutoCAD SHX Text

FULL DEPTH RECLAMATION, 5-INCH DEPTH, 2-INCH MINUS, COMPACTION MET 2

AutoCAD SHX Text

SQYD

AutoCAD SHX Text 9,170

AutoCAD SHX Text 40302

AutoCAD SHX Text

ASPHALT CONCRETE PAVEMENT, 1/2-INCH NOMINAL AGGREGATE, TYPE 1

AutoCAD SHX Text

TONS

AutoCAD SHX Text 1,625

AutoCAD SHX Text INCLUDES ESTIMATED QUANTITY TO PAVE CULVERT CATCH BASINS AND PATCH AT CULVERT REPLACEMENTS.

AutoCAD SHX Text 41102

AutoCAD SHX Text

PRIME COAT, METHOD 1

AutoCAD SHX Text

SQYD

AutoCAD SHX Text 9,170

AutoCAD SHX Text 60201A

AutoCAD SHX Text

24 INCH PIPE CULVERT, CORRUGATED METAL, 16 GAGE, COMPACTION METHOD 1

AutoCAD SHX Text

LNFT

AutoCAD SHX Text

AutoCAD SHX Text 60201B

AutoCAD SHX Text

36 INCH PIPE CULVERT, CORRUGATED METAL, 16 GAGE, COMPACTION METHOD 1

AutoCAD SHX Text

LNFT

AutoCAD SHX Text

AutoCAD SHX Text 60206

AutoCAD SHX Text

FLUME DOWN DRAIN

AutoCAD SHX Text

LNFT

AutoCAD SHX Text

AutoCAD SHX Text 60402B

AutoCAD SHX Text

INLET, TYPE B, CORRUGATED METAL, 16 GAGE

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text 60901

AutoCAD SHX Text

CURB, ASPHALT

AutoCAD SHX Text

LNFT

AutoCAD SHX Text 1,819

AutoCAD SHX Text 63308

AutoCAD SHX Text

OBJECT MARKER, TYPE 2

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text

OBJECT MARKERS FOR NEW CULVERT INSTALLATIONS, PLACED AT THE INLET

AutoCAD SHX Text 63051

AutoCAD SHX Text

TEMPORARY TRAFFIC CONTROL

AutoCAD SHX Text

LPSM

AutoCAD SHX Text

ALL

AutoCAD SHX Text

TEMPORARY TRAFFIC CONTROL REQUIRED TO COMPLETED WORK WITHIN THIS SEGMENT OF ROAD

AutoCAD SHX Text

SUMMARY OF QUANTITIES - OPTION W: ROAD RECONSTRUCTION STA 158+40 TO 170+85

AutoCAD SHX Text

PAY ITEM NUMBER

AutoCAD SHX Text

PAY ITEM DESCRIPTION

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

EST. QTY.

AutoCAD SHX Text

REMARKS AND/OR DETERMINATION OF ESTIMATED QUANTITY

AutoCAD SHX Text 15101

AutoCAD SHX Text

MOBILIZATON

AutoCAD SHX Text

LPSM

AutoCAD SHX Text

ALL

AutoCAD SHX Text

MOBILIZATION REQUIRED TO COMPLETED WORK WITHIN THIS SEGMENT OF ROAD

AutoCAD SHX Text 15401

AutoCAD SHX Text

CONTRACTOR TESTING

AutoCAD SHX Text

LPSM

AutoCAD SHX Text

ALL

AutoCAD SHX Text MEASURED AND PAID FOR ALL SAMPLING AND TESTING REQUIREMENTS FOR THIS SEGMENT OF ROAD

AutoCAD SHX Text 15713

AutoCAD SHX Text

SOIL EROSION AND POLLUTION CONTROL, INCLUDING DEWATERING

AutoCAD SHX Text

LPSM

AutoCAD SHX Text

ALL

AutoCAD SHX Text EROSION CONTROL & DEWATERING REQUIRED TO COMPLETED WORK WITHIN THIS SEGMENT OF ROAD

AutoCAD SHX Text 20302A

AutoCAD SHX Text

REMOVAL OF EXISTING FLUME DOWN DRAIN, DISPOSE AT COMMERCIAL LANDFILL

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text 20302B

AutoCAD SHX Text

REMOVAL OF EXISTING CULVERT, DISPOSE AT COMMERCIAL LANDFILL

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text 20304

AutoCAD SHX Text

REMOVE AND DISPOSE EXISTING ASPHALT PAVEMENT

AutoCAD SHX Text

SQFT

AutoCAD SHX Text

AutoCAD SHX Text ESTIMATED QUANTITY TO SAWCUT AND REMOVE EXISTING PAVEMENT AT DESIGNATED CULVERT REPLACEMENTS

AutoCAD SHX Text 25101A

AutoCAD SHX Text

RIPRAP, CLASS 1

AutoCAD SHX Text

CUYD

AutoCAD SHX Text

AutoCAD SHX Text

PLACED AT OUTLET OF NEW METAL FLUMES

AutoCAD SHX Text 25101B

AutoCAD SHX Text

RIPRAP, CLASS 2

AutoCAD SHX Text

CUYD

AutoCAD SHX Text

AutoCAD SHX Text PLACED AT OUTLET OF NEW CULVERT. DIMENSIONS OF RIPRAP APRON PROVIDED IN WORK LISTS.

AutoCAD SHX Text 25101C

AutoCAD SHX Text

RIPRAP, CLASS 3

AutoCAD SHX Text

CUYD

AutoCAD SHX Text

AutoCAD SHX Text 30201

AutoCAD SHX Text

ROADWAY SHOULDER AGGREGATE, COMPACTION METHOD 2

AutoCAD SHX Text

TONS

AutoCAD SHX Text

AutoCAD SHX Text

PLACED ALONG EDGE OF PAVEMENT AS SHOULDER-BACKING

AutoCAD SHX Text 30202

AutoCAD SHX Text

AGGREGATE BASE, 1-INCH DEPTH, COMPACTION METHOD 2

AutoCAD SHX Text

TONS

AutoCAD SHX Text

AutoCAD SHX Text

INCORPORATE INTO FULL DEPTH RECLAMATION IN ACCORDANCE WITH INDUSTRY STANDARDS

AutoCAD SHX Text 30402

AutoCAD SHX Text

FULL DEPTH RECLAMATION, 5-INCH DEPTH, 2-INCH MINUS, COMPACTION MET 2

AutoCAD SHX Text

SQYD

AutoCAD SHX Text 4,753

AutoCAD SHX Text 40302

AutoCAD SHX Text

ASPHALT CONCRETE PAVEMENT, 1/2-INCH NOMINAL AGGREGATE, TYPE 1

AutoCAD SHX Text

TONS

AutoCAD SHX Text

AutoCAD SHX Text INCLUDES ESTIMATED QUANTITY TO PAVE CULVERT CATCH BASINS AND PATCH AT CULVERT REPLACEMENTS.

AutoCAD SHX Text 41102

AutoCAD SHX Text

PRIME COAT, METHOD 1

AutoCAD SHX Text

SQYD

AutoCAD SHX Text 4,753

AutoCAD SHX Text 60201A

AutoCAD SHX Text

24 INCH PIPE CULVERT, CORRUGATED METAL, 16 GAGE, COMPACTION METHOD 1

AutoCAD SHX Text

LNFT

AutoCAD SHX Text

AutoCAD SHX Text 60206

AutoCAD SHX Text

FLUME DOWN DRAIN

AutoCAD SHX Text

LNFT

AutoCAD SHX Text

AutoCAD SHX Text 60402B

AutoCAD SHX Text

INLET, TYPE B, CORRUGATED METAL, 16 GAGE

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text 63308

AutoCAD SHX Text

OBJECT MARKER, TYPE 2

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text

OBJECT MARKERS FOR NEW CULVERT INSTALLATIONS, PLACED AT THE INLET

AutoCAD SHX Text 63051

AutoCAD SHX Text

TEMPORARY TRAFFIC CONTROL

AutoCAD SHX Text

LPSM

AutoCAD SHX Text

ALL

TEMPORARY TRAFFIC CONTROL REQUIRED TO COMPLETED WORK WITHIN THIS SEGMENT OF ROAD

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/1 7/2

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PACIFIC SOUTHWEST REGION

FH 43 ANTELOPE LAKE

ROAD RECONSTRUCTION

PLUMAS NATIONAL

FOREST

MOUNT HOUGH RANGER

DISTRICT

SCHEDULE OF ITEMS

(OPTION ITEMS)

03/04/2021

G-0X_Schedule of Items_Options.dwg

M. ALANIZ

M. ALANIZ

M. BLANCHARD

G-17

***OPTION ITEMS***

3 ADDED PAY ITEM 15401 TO CONTRACT (2/23/2022)

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

SUMMARY OF QUANTITIES - OPTION X: ROAD RECONSTRUCTION STA 202+70 TO 260+83

AutoCAD SHX Text

PAY ITEM NUMBER

AutoCAD SHX Text

PAY ITEM DESCRIPTION

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

EST. QTY.

AutoCAD SHX Text

REMARKS AND/OR DETERMINATION OF ESTIMATED QUANTITY

AutoCAD SHX Text 15101

AutoCAD SHX Text

MOBILIZATON

AutoCAD SHX Text

LPSM

AutoCAD SHX Text

ALL

AutoCAD SHX Text

MOBILIZATION REQUIRED TO COMPLETED WORK WITHIN THIS SEGMENT OF ROAD

AutoCAD SHX Text 15401

AutoCAD SHX Text

CONTRACTOR TESTING

AutoCAD SHX Text

LPSM

AutoCAD SHX Text

ALL

AutoCAD SHX Text MEASURED AND PAID FOR ALL SAMPLING AND TESTING REQUIREMENTS FOR THIS SEGMENT OF ROAD

AutoCAD SHX Text 15713

AutoCAD SHX Text

SOIL EROSION AND POLLUTION CONTROL, INCLUDING DEWATERING

AutoCAD SHX Text

LPSM

AutoCAD SHX Text

ALL

AutoCAD SHX Text EROSION CONTROL & DEWATERING REQUIRED TO COMPLETED WORK WITHIN THIS SEGMENT OF ROAD

AutoCAD SHX Text 20302A

AutoCAD SHX Text

REMOVAL OF EXISTING FLUME DOWN DRAIN, DISPOSE AT COMMERCIAL LANDFILL

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text 20302B

AutoCAD SHX Text

REMOVAL OF EXISTING CULVERT, DISPOSE AT COMMERCIAL LANDFILL

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text 20304

AutoCAD SHX Text

REMOVE AND DISPOSE EXISTING ASPHALT PAVEMENT

AutoCAD SHX Text

SQFT

AutoCAD SHX Text 10,800

AutoCAD SHX Text ESTIMATED QUANTITY TO SAWCUT AND REMOVE EXISTING PAVEMENT AT DESIGNATED CULVERT REPLACEMENTS

AutoCAD SHX Text 25101A

AutoCAD SHX Text

RIPRAP, CLASS 1

AutoCAD SHX Text

CUYD

AutoCAD SHX Text

AutoCAD SHX Text

PLACED AT OUTLET OF NEW METAL FLUMES

AutoCAD SHX Text 25101B

AutoCAD SHX Text

RIPRAP, CLASS 2

AutoCAD SHX Text

CUYD

AutoCAD SHX Text

AutoCAD SHX Text PLACED AT OUTLET OF NEW CULVERT. DIMENSIONS OF RIPRAP APRON PROVIDED IN WORK LISTS.

AutoCAD SHX Text 25101C

AutoCAD SHX Text

RIPRAP, CLASS 3

AutoCAD SHX Text

CUYD

AutoCAD SHX Text

AutoCAD SHX Text

PLACED AT CULVERT OUTLET AND INLET HEADWALL.

AutoCAD SHX Text 30201

AutoCAD SHX Text

ROADWAY SHOULDER AGGREGATE, COMPACTION METHOD 2

AutoCAD SHX Text

TONS

AutoCAD SHX Text

AutoCAD SHX Text

PLACED ALONG EDGE OF PAVEMENT AS SHOULDER-BACKING

AutoCAD SHX Text 30402

AutoCAD SHX Text

FULL DEPTH RECLAMATION, 5-INCH DEPTH, 2-INCH MINUS, COMPACTION MET 2

AutoCAD SHX Text

SQYD

AutoCAD SHX Text 21,800

AutoCAD SHX Text 40302

AutoCAD SHX Text

ASPHALT CONCRETE PAVEMENT, 1/2-INCH NOMINAL AGGREGATE, TYPE 1

AutoCAD SHX Text

TONS

AutoCAD SHX Text 3,882

AutoCAD SHX Text INCLUDES ESTIMATED QUANTITY TO PAVE CULVERT CATCH BASINS AND PATCH AT CULVERT REPLACEMENTS.

AutoCAD SHX Text 41102

AutoCAD SHX Text

PRIME COAT, METHOD 1

AutoCAD SHX Text

SQYD

AutoCAD SHX Text 21,800

AutoCAD SHX Text 60201A

AutoCAD SHX Text

24 INCH PIPE CULVERT, CORRUGATED METAL, 16 GAGE, COMPACTION METHOD 1

AutoCAD SHX Text

LNFT

AutoCAD SHX Text

AutoCAD SHX Text 60201B

AutoCAD SHX Text

36 INCH PIPE CULVERT, CORRUGATED METAL, 16 GAGE, COMPACTION METHOD 1

AutoCAD SHX Text

LNFT

AutoCAD SHX Text

AutoCAD SHX Text 60206

AutoCAD SHX Text

FLUME DOWN DRAIN

AutoCAD SHX Text

LNFT

AutoCAD SHX Text

AutoCAD SHX Text 60402A

AutoCAD SHX Text

INLET, TYPE A, CORRUGATED METAL, 16 GAGE

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text 60402B

AutoCAD SHX Text

INLET, TYPE B, CORRUGATED METAL, 16 GAGE

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text 60901

AutoCAD SHX Text

CURB, ASPHALT

AutoCAD SHX Text

LNFT

AutoCAD SHX Text 3,965

AutoCAD SHX Text 63308

AutoCAD SHX Text

OBJECT MARKER, TYPE 2

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text

OBJECT MARKERS FOR NEW CULVERT INSTALLATIONS, PLACED AT THE INLET

AutoCAD SHX Text 63051

AutoCAD SHX Text

TEMPORARY TRAFFIC CONTROL

AutoCAD SHX Text

LPSM

AutoCAD SHX Text

ALL

AutoCAD SHX Text

TEMPORARY TRAFFIC CONTROL REQUIRED TO COMPLETED WORK WITHIN THIS SEGMENT OF ROAD

AutoCAD SHX Text

SUMMARY OF QUANTITIES - OPTION Y: ROAD RECONSTRUCTION STA 264+13 TO 299+20

AutoCAD SHX Text

PAY ITEM NUMBER

AutoCAD SHX Text

PAY ITEM DESCRIPTION

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

EST. QTY.

AutoCAD SHX Text

REMARKS AND/OR DETERMINATION OF ESTIMATED QUANTITY

AutoCAD SHX Text 15101

AutoCAD SHX Text

MOBILIZATON

AutoCAD SHX Text

LPSM

AutoCAD SHX Text

ALL

AutoCAD SHX Text

MOBILIZATION REQUIRED TO COMPLETED WORK WITHIN THIS SEGMENT OF ROAD

AutoCAD SHX Text 15401

AutoCAD SHX Text

CONTRACTOR TESTING

AutoCAD SHX Text

LPSM

AutoCAD SHX Text

ALL

AutoCAD SHX Text MEASURED AND PAID FOR ALL SAMPLING AND TESTING REQUIREMENTS FOR THIS SEGMENT OF ROAD

AutoCAD SHX Text 15713

AutoCAD SHX Text

SOIL EROSION AND POLLUTION CONTROL, INCLUDING DEWATERING

AutoCAD SHX Text

LPSM

AutoCAD SHX Text

ALL

AutoCAD SHX Text EROSION CONTROL & DEWATERING REQUIRED TO COMPLETED WORK WITHIN THIS SEGMENT OF ROAD

AutoCAD SHX Text 20302A

AutoCAD SHX Text

REMOVAL OF EXISTING FLUME DOWN DRAIN, DISPOSE AT COMMERCIAL LANDFILL

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text 20302B

AutoCAD SHX Text

REMOVAL OF EXISTING CULVERT, DISPOSE AT COMMERCIAL LANDFILL

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text 20304

AutoCAD SHX Text

REMOVE AND DISPOSE EXISTING ASPHALT PAVEMENT

AutoCAD SHX Text

SQFT

AutoCAD SHX Text 7,200

AutoCAD SHX Text ESTIMATED QUANTITY TO SAWCUT AND REMOVE EXISTING PAVEMENT AT DESIGNATED CULVERT REPLACEMENTS

AutoCAD SHX Text 25101A

AutoCAD SHX Text

RIPRAP, CLASS 1

AutoCAD SHX Text

CUYD

AutoCAD SHX Text

AutoCAD SHX Text

PLACED AT OUTLET OF NEW METAL FLUMES

AutoCAD SHX Text 25101B

AutoCAD SHX Text

RIPRAP, CLASS 2

AutoCAD SHX Text

CUYD

AutoCAD SHX Text

AutoCAD SHX Text PLACED AT OUTLET OF NEW CULVERT. DIMENSIONS OF RIPRAP APRON PROVIDED IN WORK LISTS.

AutoCAD SHX Text 25101C

AutoCAD SHX Text

RIPRAP, CLASS 3

AutoCAD SHX Text

CUYD

AutoCAD SHX Text

AutoCAD SHX Text

PLACED AT CULVERT OUTLET AND INLET HEADWALL.

AutoCAD SHX Text 30201

AutoCAD SHX Text

ROADWAY AGGREGATE, COMPACTION METHOD 2

AutoCAD SHX Text

TONS

AutoCAD SHX Text

AutoCAD SHX Text

PLACED ALONG EDGE OF PAVEMENT AS SHOULDER-BACKING

AutoCAD SHX Text 31102

AutoCAD SHX Text

COLD IN-PLACE RECYCLED ASPHALT BASE COURSE, TYPE A

AutoCAD SHX Text

SQYD

AutoCAD SHX Text 12,100

AutoCAD SHX Text 40302

AutoCAD SHX Text

ASPHALT CONCRETE PAVEMENT, 1/2-INCH NOMINAL AGGREGATE, TYPE 1

AutoCAD SHX Text

TONS

AutoCAD SHX Text 2,177

AutoCAD SHX Text INCLUDES ESTIMATED QUANTITY TO PAVE CULVERT CATCH BASINS AND PATCH AT CULVERT REPLACEMENTS.

AutoCAD SHX Text 41102

AutoCAD SHX Text

PRIME COAT, METHOD 1

AutoCAD SHX Text

SQYD

AutoCAD SHX Text 12,100

AutoCAD SHX Text 60201A

AutoCAD SHX Text

24 INCH PIPE CULVERT, CORRUGATED METAL, 16 GAGE, COMPACTION METHOD 1

AutoCAD SHX Text

LNFT

AutoCAD SHX Text

AutoCAD SHX Text 60201C

AutoCAD SHX Text

48 INCH PIPE CULVERT, CORRUGATED METAL, 16 GAGE, COMPACTION METHOD 1

AutoCAD SHX Text

LNFT

AutoCAD SHX Text

AutoCAD SHX Text 60206

AutoCAD SHX Text

FLUME DOWN DRAIN

AutoCAD SHX Text

LNFT

AutoCAD SHX Text

AutoCAD SHX Text 60210

AutoCAD SHX Text

ELBOW, 24 INCHES, 14 GAGE

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text 60402B

AutoCAD SHX Text

INLET, TYPE B, CORRUGATED METAL, 16 GAGE

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text 60601

AutoCAD SHX Text

DOWN SPOUT, 24 INCH PIPE CULVERT, CORRUGATED METAL, 14 GAGE

AutoCAD SHX Text

LNFT

AutoCAD SHX Text

AutoCAD SHX Text 60901

AutoCAD SHX Text

CURB, ASPHALT

AutoCAD SHX Text

LNFT

AutoCAD SHX Text 4,254

AutoCAD SHX Text 63308

AutoCAD SHX Text

OBJECT MARKER, TYPE 2

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text

OBJECT MARKERS FOR NEW CULVERT INSTALLATIONS, PLACED AT THE INLET

AutoCAD SHX Text 63051

AutoCAD SHX Text

TEMPORARY TRAFFIC CONTROL

AutoCAD SHX Text

LPSM

AutoCAD SHX Text

ALL

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/1 7/2

2 1 1:

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PACIFIC SOUTHWEST REGION

FH 43 ANTELOPE LAKE

ROAD RECONSTRUCTION

PLUMAS NATIONAL

FOREST

MOUNT HOUGH RANGER

DISTRICT

SCHEDULE OF ITEMS

(OPTION ITEMS)

03/04/2021

G-0X_Schedule of Items_Options.dwg

M. ALANIZ

M. ALANIZ

M. BLANCHARD

G-18

***OPTION ITEMS***

3 ADDED PAY ITEM 15401 TO CONTRACT (2/23/2022)

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

SUMMARY OF QUANTITIES - OPTION Z: ROAD RECONSTRUCTION STA 515+30 TO 634+68

AutoCAD SHX Text

PAY ITEM NUMBER

AutoCAD SHX Text

PAY ITEM DESCRIPTION

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

EST. QTY.

AutoCAD SHX Text

REMARKS AND/OR DETERMINATION OF ESTIMATED QUANTITY

AutoCAD SHX Text 15101

AutoCAD SHX Text

MOBILIZATON

AutoCAD SHX Text

LPSM

AutoCAD SHX Text

ALL

AutoCAD SHX Text

MOBILIZATION REQUIRED TO COMPLETED WORK WITHIN THIS SEGMENT OF ROAD

AutoCAD SHX Text 15401

AutoCAD SHX Text

CONTRACTOR TESTING

AutoCAD SHX Text

LPSM

AutoCAD SHX Text

ALL

AutoCAD SHX Text MEASURED AND PAID FOR ALL SAMPLING AND TESTING REQUIREMENTS FOR THIS SEGMENT OF ROAD

AutoCAD SHX Text 15713

AutoCAD SHX Text

SOIL EROSION AND POLLUTION CONTROL, INCLUDING DEWATERING

AutoCAD SHX Text

LPSM

AutoCAD SHX Text

ALL

AutoCAD SHX Text EROSION CONTROL & DEWATERING REQUIRED TO COMPLETED WORK WITHIN THIS SEGMENT OF ROAD

AutoCAD SHX Text 20302A

AutoCAD SHX Text

REMOVAL OF EXISTING FLUME DOWN DRAIN, DISPOSE AT COMMERCIAL LANDFILL

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text ALL FLUMES ON THIS SEGMENT CONSIST OF 12 INCH DIAMETER DOWNSPOUTS, 30 TO 40 FEET LONG.

AutoCAD SHX Text 20302B

AutoCAD SHX Text

REMOVAL OF EXISTING CULVERT, DISPOSE AT COMMERCIAL LANDFILL

AutoCAD SHX Text

EACH

AutoCAD SHX Text

AutoCAD SHX Text 20304

AutoCAD SHX Text

REMOVE AND DISPOSE EXISTING ASPHALT PAVEMENT

AutoCAD SHX Text

SQFT

AutoCAD SHX Text 16,000

AutoCAD SHX Text ESTIMATED QUANTITY TO SAWCUT AND REMOVE EXISTING PAVEMENT AT DESIGNATED CULVERT REPLACEMENTS

AutoCAD SHX Text 25101A

AutoCAD SHX Text

RIPRAP, CLASS 1

AutoCAD SHX Text

CUYD

AutoCAD SHX Text

AutoCAD SHX Text

PLACED AT OUTLET OF NEW METAL FLUMES

AutoCAD SHX Text 25101B

AutoCAD SHX Text

RIPRAP, CLASS 2

AutoCAD SHX Text

CUYD

AutoCAD SHX Text

AutoCAD SHX Text PLACED AT OUTLET OF NEW CULVERT. DIMENSIONS OF RIPRAP APRON PROVIDED IN WORK LISTS.

AutoCAD SHX Text 25101C

AutoCAD SHX Text

RIPRAP, CLASS 3

AutoCAD SHX Text

CUYD

AutoCAD SHX Text

AutoCAD SHX Text

PLACED AT INLET FOR CULVERT HEADWALL.

AutoCAD SHX Text 30201

AutoCAD SHX Text

ROADWAY AGGREGATE, COMPACTION METHOD 2

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