CA FLAP MOD 258(1) Plan Set.pdf

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CA FLAP MOD 258(1) Blue Lake Road
Solicitation number
6982AF25R000017
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The document appears to be a bid schedule/specification sheet for the CA FLAP MOD 258(1) Blue Lake Road project, detailing comprehensive roadway rehabilitation work in the Modoc National Forest, California. The project involves rehabilitation of 6.6 miles of County Road 258, two rockfall hazard sections on CR 64, and 1.5 miles of Campground Road, with specific construction activities including roadway excavation, aggregate placement, full depth reclamation, asphalt concrete pavement installation, and various associated tasks.

The bid schedule comprehensively lists 29 line items covering multiple construction phases and requirements, such as mobilization, survey and staking, clearing and grubbing, roadway excavation, removal of existing infrastructure, riprap placement, aggregate work, ditch reconditioning, and pavement treatments. Quantities are precisely specified for each item, with measurements including linear feet, cubic yards, square yards, tons, and each, indicating a detailed engineering approach to the road rehabilitation project. The work is being solicited by the Department of Transportation Federal Highway Administration and involves maintaining current road widths while addressing safety concerns and improving access to recreational facilities in the Warner Mountain Ranger District.

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Other files

File Type Posted
QnA 10-22-25.pdf PDF
A003 CA FLAP MOD 258.pdf PDF
QnA 10-21-25.pdf PDF
Interested Vendors 10-15-25.pdf PDF
QnA 10-3-25.pdf PDF
QnA 9-30-25.pdf PDF
QnA 9-24-25.pdf PDF
A002 Blue Lake 09.18.25.pdf PDF
A001 Blue Lake 09.11.25.pdf PDF
CA FLAP MOD 258(1) Blue Lake Road Pavement Report -Final.pdf PDF
Physical Data.zip ZIP file
RFP 6982AF25R000017 CA FLAP MOD 258(1) Blue Lake Road.pdf PDF
MOD258(1) Blue Lake Geotech Report_Final.pdf PDF
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CURTIS R SCOTT Digitally signed by CURTIS R SCOTT Date: 2025.07.29 13:42:48 -06'00'

Sheet and Description

B4 B5 B6-B7 B8-B9 B10 B11 B12

Survey and Grading Surfacing Drainage Miscellaneo us Object

Markers Signing Pavement Markings

BID

SCHEDULE

A0010 15101-0000 MOBILIZATION LPSM ALL

A0030 15210-3000 CENTERLINE, VERIFICATION AND STAKING MILE 5.56 5.56

A0050 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 2 2

A0070 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 0.17 0.17

A0090 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 0.341 0.341

A0110 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0130 15401-0000 CONTRACTOR TESTING LPSM ALL

A0150 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0170 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0190 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

A0210 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0230 20101-0000 CLEARING AND GRUBBING ACRE 6.4 0.2 6.6

A0250 20202-0000 SELECTIVE CLEARING SQYD 500 50 550

A0270 20301-0600 REMOVAL OF CATTLE GUARD EACH 2 2

A0290 20301-0700 REMOVAL OF DELINEATOR EACH 4 1 5

A0310 20301-1400 REMOVAL OF INLET EACH 5 5

A0330 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2

A0350 20301-2400 REMOVAL OF SIGN EACH 18 2 20

A0370 20401-0000 ROADWAY EXCAVATION CUYD 2362 138 2500

A0390 20401-0000 ROADWAY EXCAVATION,(DEEP PATCH) CUYD 573 57 630

A0410 20402-0000 SUBEXCAVATION CUYD 1056 44 1100

A0430 20441-0000 WASTE CUYD 1790 180 1970

A0450 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 172 18 190

A0470 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 2601 149 2750

A0490 30302-1000 DITCH RECONDITIONING LNFT 2600 130 2730

A0510 30502-0600 FULL DEPTH RECLAMATION WITH CEMENT, 6-INCH DEPTH SQYD 65319 3281 68600

A0530 30510-0000 CEMENTITIOUS MATERIAL TON 790 40 830

A0550 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL TON 12406 394 12800

A0590 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 124 6 130

A0630 40601-0000 FOG SEAL TON 30 1 31

A0650 41101-1000 PRIME COAT, METHOD 1 TON 80 4 84

A0670 41105-0000 BLOTTER TON 105

A0690 41201-0000 TACK COAT TON 30 2 32

A0710 60201-0600 18-INCH PIPE CULVERT LNFT 66 4 70

A0730 60201-0800 24-INCH PIPE CULVERT LNFT 88 4 92

A0750 60201-0900 30-INCH PIPE CULVERT LNFT 8 2 10

A0770 60403-0000 INLET,CALTRANS TYPE OMP EACH 5 1 6

A0790 60706-0000 CLEANING DRAINAGE STRUCTURE EACH 26 4 30

A0810 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS LNFT 487.5 12.5 500

PAY ITEM

NUMBER

LINE

ITEM

NO.

N

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P

M

A M E N D

SUMMARY OF QUANTITIES

100% Estimate

Remarks and/or Determination of

Estimated Quantity

Estimated Quantities

ALLOW-

ANCEUNITPAY ITEM DESCRIPTION

PROJECT

B1CA FLAP MOD 258(1)

BLUE LAKE ROAD

SHEET

NUMBER

Survey and Grading Surfacing Drainage Miscellaneo us Object

Markers Signing Pavement Markings

BID

SCHEDULE

A0830 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 2 2

A0850 61903-0700 CATTLE GUARD, 24 FEET Use steel wing

EACH 2 2 guards

A0870 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40

A0890 62201-0350 BACKHOE HOUR 40

A0910 62201-0850 WHEEL LOADER, 1 CUBIC YARD MINIMUM RATED CAPACITY HOUR 40

A0930 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 40

A0950 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 40

A0970 62301-0000 GENERAL LABOR HOUR 60

A0990 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20

A1010 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES,BIOLOGIST LPSM ALL

A1050 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES,TRIBAL MONITOR LPSM ALL

A1070 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH ACRE 6.4 0.3 6.7

A1090 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 6.4 0.3 6.7

A1110 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 6.4 0.3 6.7

A1130 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 1559 81 1640

A1150 63301-0000 SIGN SYSTEM EACH 18 2 20

A1170 63308-2000 OBJECT MARKER, TYPE 2 EACH 110 6 116

A1190 63308-3000 OBJECT MARKER, TYPE 3 EACH 8 2 10

A1210 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 41.5 41.5

A1230 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN MILE 1.5 0.1 1.6

A1250 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

ALLOW-

ANCE

Estimated Quantities Remarks and/or

Determination of Estimated Quantity

N

C A\ m od

(1

R oa dw ay

\E st im at es _S ch ed ul es

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]S he et

2)

SUMMARY OF QUANTITIES

A M E N D

LINE

ITEM

NO.

-J ul -2

5:

P M

100% Estimate

PAY ITEM

NUMBER PAY ITEM DESCRIPTION UNIT

PROJECT

B2CA FLAP MOD 258(1)

BLUE LAKE ROAD

Survey and Grading Surfacing Drainage Miscellaneo us Object

Markers Signing Pavement Markings

BID

SCHEDULE

X0010 15101-0000 MOBILIZATION LPSM ALL

X0020 15210-3000 CENTERLINE, VERIFICATION AND STAKING MILE 1.57 1.57

X0030 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 1 1

X0040 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0050 15401-0000 CONTRACTOR TESTING LPSM ALL

X0060 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0070 15701-0000 SOIL EROSION CONTROL LPSM ALL

X0080 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

X0090 20301-0600 REMOVAL OF CATTLE GUARD EACH 1 1

X0100 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1

X0110 20301-2400 REMOVAL OF SIGN EACH 5 1 6

X0120 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 385 15 400

X0130 30502-0600 FULL DEPTH RECLAMATION WITH CEMENT, 6-INCH DEPTH SQYD 18427 923 19350

X0140 30510-0000 CEMENTITIOUS MATERIAL TON 173 7 180

X0150 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL TON 3204 96 3300

X0170 40105-1000 ANTISTRIP ADDITIVE, TYPE 1 TON 32 1 33

X0190 40601-0000 FOG SEAL TON 8 1 9

X0200 41101-1000 PRIME COAT, METHOD 1 TON 22 1 23

X0210 41105-0000 BLOTTER TON 30

X0220 41201-0000 TACK COAT TON 8 1 9

X0230 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 50 6 56

X0240 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE

CULVERT EACH 2 2

X0250 60706-0000 CLEANING DRAINAGE STRUCTURE EACH 9 1 10

X0260 61903-0900 CATTLE GUARD, 28 FEET EACH 1 1

X0270 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 20

X0280 62201-0350 BACKHOE HOUR 20

X0290 62201-0850 WHEEL LOADER, 1 CUBIC YARD MINIMUM RATED CAPACITY HOUR 20

X0300 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 20

X0310 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 20

X0320 62301-0000 GENERAL LABOR HOUR 20

X0330 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 20

X0340 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20

X0350 63301-0000 SIGN SYSTEM EACH 5 1 6

X0360 63308-2000 OBJECT MARKER, TYPE 2 EACH 22 2 24

X0370 63308-3000 OBJECT MARKER, TYPE 3 EACH 8 2 10

X0380 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 6.2 0.3 6.5

X0390 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

ALLOW-

ANCE

Estimated Quantities Remarks and/or

Determination of Estimated Quantity

N

C A\ m od

(1

R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es m w

-s um m ar y-qu an tit ie s.

xl sm

]S he et

3)

SUMMARY OF QUANTITIES

A M E N D

LINE

ITEM

NO.

-J ul -2

5:

P M

100% Estimate

PAY ITEM

NUMBER PAY ITEM DESCRIPTION UNIT

PROJECT

B3CA FLAP MOD 258(1)

BLUE LAKE ROAD

File details come from the government source that posted it. Updated .