Amendment_A001.pdf

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

B I D S C H E D U L E Schedule A Account: ALL

Project No: NV NV BLM 10(1)

Name: Scenic Loop Drive and Calico 1 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000

Line A0020 ALL LPSM $

15210-3000

Line A0040 12.460 MILE $ $

15214-2000

Line A0060 ALL LPSM $

15215-3000

Line A0080 7 EACH $ $

15215-7000

Line A0100 1 EACH $ $

15216-2000

Line A0120 0.560 MILE $ $

15301-0000

Line A0140 ALL LPSM $

15401-0000

Line A0160 ALL LPSM $

15501-0000

Line A0180 ALL LPSM $

15705-1400

Line A0200 2,450 LNFT $ $

15706-0200

Line A0220 5 EACH $ $

15706-1000

Line A0240 20 EACH $ $

15706-1600

Line A0260 5 EACH $ $

20101-0000

Line A0280 3.2 ACRE $ $

20301-0700

Line A0300 352 EACH $ $

20301-1900

Line A0320 4 EACH $ $

20301-2400

Line A0340 163 EACH $ $

MOBILIZATION

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, RETAINING WALL

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, PARKING AREA

SURVEY AND STAKING, GRADE FINISHING STAKES

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

CLEARING AND GRUBBING

REMOVAL OF DELINEATOR

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, INLET PROTECTION

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN

Schedule Total: ________________________

Submitted by: _________________________

(CONTRACTOR-FURNISHED LAB)

A001 08/05/2016

A-6

Project No: NV NV BLM 10(1)

Name: Scenic Loop Drive and Calico 1 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20301-3400

Line A0360 20 EACH $ $

20302-0500

Line A0380 1,700 LNFT $ $

20302-0700

Line A0400 160 LNFT $ $

20303-1400

Line A0420 15 SQYD $ $

20303-3200

Line A0440 270 SQYD $ $

20420-0000

Line A0460 8,500 CUYD $ $

25101-2200

Line A0480 200 CUYD $ $

25101-2300

Line A0500 1,050 CUYD $ $

25120-2200

Line A0520 50 LNFT $ $

25125-0000

Line A0540 600 EACH $ $

25801-0300

Line A0560 647 SQFT (CQ) $ $

25801-0400

Line A0580 415 SQFT (CQ) $ $

25801-0500

Line A0600 1,870 SQFT (CQ) $ $

25801-0600

Line A0620 968 SQFT (CQ) $ $

30202-2000

Line A0640 1,500 TON $ $

30402-1000

Line A0660 190,700 SQYD $ $

40201-2600

Line A0680 33,198 TON $ $

REINFORCED CONCRETE RETAINING WALL, 14 FEET

ROADWAY AGGREGATE, METHOD 2

FULL DEPTH RECLAMATION, METHOD 1

REMOVAL OF CURB, CONCRETE

REMOVAL OF FENCE

REMOVAL OF PAVED WATERWAY, CONCRETE

PLACED RIPRAP, METHOD B, CLASS 3

RIPRAP DITCH, METHOD B, CLASS 2

BOULDER

REINFORCED CONCRETE RETAINING WALL, 8 FEET

REINFORCED CONCRETE RETAINING WALL, 10 FEET

REINFORCED CONCRETE RETAINING WALL, 12 FEET

REMOVAL OF SIDEWALK, CONCRETE

EMBANKMENT CONSTRUCTION

PLACED RIPRAP, METHOD B, CLASS 2

REMOVAL OF WHEELSTOP

ASPHALT CONCRETE PAVEMENT, HVEEM MIX, CLASS B

A001

A-7

Project No: NV NV BLM 10(1)

Name: Scenic Loop Drive and Calico 1 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

40205-3000

Line A0700 500 TON $ $

40601-0000

Line A0720 90 TON $ $

40702-0100

Line A0740 70 SQYD $ $

41102-1000

Line A0760 198,000 SQYD $ $

41105-0000

Line A0780 1,500 TON $ $

41201-0000

Line A0800 90 TON $ $

56302-1000

Line A0820 19,800 SQFT $ $

60201-0600

Line A0840 200 LNFT $ $

60201-0900

Line A0860 50 LNFT $ $

60210-0600

Line A0880 1 EACH $ $

60210-0900

Line A0900 2 EACH $ $

60403-1200

Line A0920 1 EACH $ $

60403-1900

Line A0940 3 EACH $ $

60601-0000

Line A0960 5 EACH $ $

60901-0000

Line A0980 3,550 LNFT $ $

60901-2100

Line A1000 19,500 LNFT $ $

60915-1000

Line A1020 78 EACH $ $

CHIP SEAL, TYPE 1A

PRIME COAT, METHOD 1

BLOTTER

TACK COAT

PAINTING, CONCRETE STRUCTURE

18-INCH PIPE CULVERT

ANTISTRIP ADDITIVE, TYPE 3

FOG SEAL

CURB, CONCRETE

CURB, ASPHALT, 4-INCH DEPTH

WHEELSTOP, CONCRETE

30-INCH PIPE CULVERT

END SECTION FOR 18-INCH PIPE CULVERT

END SECTION FOR 30-INCH PIPE CULVERT

INLET, FLH TYPE 5A

INLET, FLH TYPE 6B

SPILLWAY ASSEMBLY

A001

A-8

Project No: NV NV BLM 10(1)

Name: Scenic Loop Drive and Calico 1 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

61501-0100

Line A1040 800 SQYD $ $

61901-2400

Line A1060 200 LNFT $ $

61901-3300

Line A1080 3,200 LNFT $ $

62201-0200

Line A1100 80 HOUR $ $

62201-0900

Line A1120 80 HOUR $ $

62201-2850

Line A1140 80 HOUR $ $

62201-3000

Line A1160 80 HOUR $ $

62301-0000

Line A1180 160 HOUR $ $

62302-1000

Line A1200 160 HOUR $ $

62302-1100

Line A1220 80 HOUR $ $

62405-0200

Line A1240 4,900 SQYD $ $

62510-1000

Line A1260 1.0 ACRE $ $

62515-1000

Line A1280 1.0 ACRE $ $

63301-1000

Line A1300 13 EACH $ $

63302-0000

Line A1320 776 SQFT $ $

63308-0000

Line A1340 113 EACH $ $

63309-0100

Line A1360 861 EACH $ $

SIDEWALK, CONCRETE

FENCE, SPLIT RAIL, 2 RAIL

FENCE, TORTOISE BARRIER

SPECIAL LABOR, HIRED SURVEY SERVICES

PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

SEEDING, DRY METHOD

MULCHING, DRY METHOD

SIGN SYSTEM, GOVERNMENT FURNISHED SIGN

SIGN SYSTEM

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

OBJECT MARKER

DELINEATOR, TYPE 1

A001

A-9

Project No: NV NV BLM 10(1)

Name: Scenic Loop Drive and Calico 1 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63401-0700

Line A1380 17,633 LNFT $ $

63405-1300

Line A1400 4 EACH $ $

63405-1350

Line A1420 10 EACH $ $

63405-1400

Line A1440 1 EACH $ $

63405-1450

Line A1460 2 EACH $ $

63405-1650

Line A1480 6 EACH $ $

63501-0000

Line A1500 ALL LPSM $

64601-1000

Line A1520 1 EACH $ $

64604-3000

Line A1540 372 LNFT (CQ) $ $

64605-0000

Line A1560 ALL LPSM $

PAVEMENT MARKINGS, TYPE D, "ONLY" WORD MESSAGE

PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY SYMBOL

TEMPORARY TRAFFIC CONTROL

BUILDING, RESTROOM FACILITY

FIXTURE, PEDESTRIAN RAILING

FIXTURE

PAVEMENT MARKINGS, TYPE D, SOLID

PAVEMENT MARKINGS, TYPE D, TURN ARROW

PAVEMENT MARKINGS, TYPE D, STRAIGHT ARROW

PAVEMENT MARKINGS, TYPE D, STRAIGHT/TURN ARROW COMBINATION

Schedule A Alternate Bid Item 15401-0000, Contractor Testing (Government-furnished lab trailer)* $_________________

See Page A-4 of this Solicitation for an explanation of how to bid this item.

Schedule Total:_________________________________

A001

A-10

Schedule B Account: ALL

Project No: NV NV BLM 10(1)

Name: Parking Areas + Schedule A CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000

Line B0020 ALL LPSM $

15201-0000

Line B0040 ALL LPSM $

15210-3000

Line B0060 12.460 MILE $ $

15214-2000

Line B0080 ALL LPSM $

15215-3000

Line B0100 12 EACH $ $

15215-7000

Line B0120 12 EACH $ $

15216-2000

Line B0140 0.560 MILE $ $

15301-0000

Line B0160 ALL LPSM $

15401-0000

Line B0180 ALL LPSM $

15501-0000

Line B0200 ALL LPSM $

15705-1400

Line B0220 3,760 LNFT $ $

15706-0200

Line B0240 10 EACH $ $

15706-1000

Line B0260 25 EACH $ $

15706-1600

Line B0280 5 EACH $ $

20101-0000

Line B0300 10.8 ACRE $ $

20301-0700

Line B0320 352 EACH $ $

20301-1900

Line B0340 4 EACH $ $

Schedule Total: ________________________

Submitted by: _________________________

REMOVAL OF DELINEATOR

REMOVAL OF PIPE CULVERT

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, RETAINING WALL

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, PARKING AREA

SOIL EROSION CONTROL, INLET PROTECTION

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

CLEARING AND GRUBBING

SURVEY AND STAKING, GRADE FINISHING STAKES

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, CHECK DAM

A001 08/05/2016

A-11

(CONTRACTOR-FURNISHED LAB)

Project No: NV NV BLM 10(1)

Name: Parking Areas + Schedule A CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20301-2100

Line B0360 5 EACH $ $

20301-2400

Line B0380 245 EACH $ $

20301-3400

Line B0400 114 EACH $ $

20302-0500

Line B0420 2,380 LNFT $ $

20302-0700

Line B0440 1,080 LNFT $ $

20303-1400

Line B0460 15 SQYD $ $

20303-3200

Line B0480 315 SQYD $ $

20420-0000

Line B0500 15,500 CUYD $ $

21101-2000

Line B0520 900 SQYD $ $

25101-2200

Line B0540 200 CUYD $ $

25101-2300

Line B0560 1,050 CUYD $ $

25120-2200

Line B0580 150 LNFT $ $

25125-0000

Line B0600 600 EACH $ $

25801-0300

Line B0620 1,883 SQFT (CQ) $ $

25801-0400

Line B0640 1,467 SQFT (CQ) $ $

25801-0500

Line B0660 1,870 SQFT (CQ) $ $

25801-0600

Line B0680 968 SQFT (CQ) $ $

REINFORCED CONCRETE RETAINING WALL, 14 FEET

PLACED RIPRAP, METHOD B, CLASS 3

RIPRAP DITCH, METHOD B, CLASS 2

BOULDER

REMOVAL OF FENCE

REMOVAL OF PAVED WATERWAY, CONCRETE

REMOVAL OF SIDEWALK, CONCRETE

REMOVAL OF RESTROOM FACILITY

REINFORCED CONCRETE RETAINING WALL, 8 FEET

REINFORCED CONCRETE RETAINING WALL, 10 FEET

REINFORCED CONCRETE RETAINING WALL, 12 FEET

REMOVAL OF SIGN

REMOVAL OF WHEELSTOP

REMOVAL OF CURB, CONCRETE

EMBANKMENT CONSTRUCTION

ROADWAY OBLITERATION, METHOD 2

PLACED RIPRAP, METHOD B, CLASS 2

A001

A-12

Project No: NV NV BLM 10(1)

Name: Parking Areas + Schedule A CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

30202-2000

Line B0700 5,500 TON $ $

30402-1000

Line B0720 211,000 SQYD $ $

40201-2600

Line B0740 39,000 TON $ $

40205-3000

Line B0760 500 TON $ $

40601-0000

Line B0780 100 TON $ $

40702-0100

Line B0800 60 SQYD $ $

41102-1000

Line B0820 235,000 SQYD $ $

41105-0000

Line B0840 1,720 TON $ $

41201-0000

Line B0860 100 TON $ $

56302-1000

Line B0880 22,700 SQFT $ $

60201-0600

Line B0900 520 LNFT $ $

60201-0900

Line B0920 50 LNFT $ $

60210-0600

Line B0940 5 EACH $ $

60210-0900

Line B0960 2 EACH $ $

60403-1200

Line B0980 9 EACH $ $

60403-1900

Line B1000 3 EACH $ $

60601-0000

Line B1020 6 EACH $ $

INLET, FLH TYPE 5A

INLET, FLH TYPE 6B

SPILLWAY ASSEMBLY

TACK COAT

PAINTING, CONCRETE STRUCTURE

18-INCH PIPE CULVERT

30-INCH PIPE CULVERT

END SECTION FOR 18-INCH PIPE CULVERT

END SECTION FOR 30-INCH PIPE CULVERT

ASPHALT CONCRETE PAVEMENT, HVEEM MIX, CLASS B

ANTISTRIP ADDITIVE, TYPE 3

FOG SEAL

CHIP SEAL, TYPE 1A

PRIME COAT, METHOD 1

BLOTTER

ROADWAY AGGREGATE, METHOD 2

FULL DEPTH RECLAMATION, METHOD 1

A001

A-13

Project No: NV NV BLM 10(1)

Name: Parking Areas + Schedule A CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60901-0000

Line B1040 12,700 LNFT $ $

60901-2100

Line B1060 19,500 LNFT $ $

60915-1000

Line B1080 371 EACH $ $

61501-0100

Line B1100 2,700 SQYD $ $

61901-2400

Line B1120 950 LNFT $ $

61901-3300

Line B1140 6,500 LNFT $ $

62201-0200

Line B1160 80 HOUR $ $

62201-0900

Line B1180 80 HOUR $ $

62201-2850

Line B1200 80 HOUR $ $

62201-3000

Line B1220 80 HOUR $ $

62301-0000

Line B1240 160 HOUR $ $

62302-1000

Line B1260 160 HOUR $ $

62302-1100

Line B1280 80 HOUR $ $

62405-0200

Line B1300 15,500 SQYD $ $

62510-1000

Line B1320 3.2 ACRE $ $

62515-1000

Line B1340 3.2 ACRE $ $

63301-1000

Line B1360 15 EACH $ $

MULCHING, DRY METHOD

SIGN SYSTEM, GOVERNMENT FURNISHED SIGN

HYDRAULIC EXCAVATOR

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

SEEDING, DRY METHOD

SIDEWALK, CONCRETE

FENCE, SPLIT RAIL, 2 RAIL

FENCE, TORTOISE BARRIER

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

CURB, CONCRETE

CURB, ASPHALT, 4-INCH DEPTH

WHEELSTOP, CONCRETE

A001

A-14

Project No: NV NV BLM 10(1)

Name: Parking Areas + Schedule A CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63302-0000

Line B1380 1,392 SQFT $ $

63308-0000

Line B1400 113 EACH $ $

63309-0100

Line B1420 861 EACH $ $

63401-0700

Line B1440 36,929 LNFT $ $

63405-1300

Line B1460 18 EACH $ $

63405-1350

Line B1480 40 EACH $ $

63405-1400

Line B1500 5 EACH $ $

63405-1450

Line B1520 18 EACH $ $

63405-1650

Line B1540 22 EACH $ $

63501-0000

Line B1560 ALL LPSM $

64601-1000

Line B1580 5 EACH $ $

64604-3000

Line B1600 621 LNFT (CQ) $ $

64605-0000

Line B1620 ALL LPSM $

BUILDING, RESTROOM FACILITY

FIXTURE, PEDESTRIAN RAILING

FIXTURE

PAVEMENT MARKINGS, TYPE D, TURN ARROW

PAVEMENT MARKINGS, TYPE D, STRAIGHT ARROW

PAVEMENT MARKINGS, TYPE D, STRAIGHT/TURN ARROW COMBINATION

PAVEMENT MARKINGS, TYPE D, "ONLY" WORD MESSAGE

PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY SYMBOL

TEMPORARY TRAFFIC CONTROL

SIGN SYSTEM

OBJECT MARKER

DELINEATOR, TYPE 1

PAVEMENT MARKINGS, TYPE D, SOLID

A001 08/05/2016

A-15

Schedule Total: ___________________________

Schedule B Alternate Bid Item 15401-0000, Contractor Testing (Government-furnished lab trailer)* $________________

See Page A-4 of this Solicitation for an explanation of how to bid this item

Option X Account: ALL

Project No: NV NV BLM 10(1)

Name: Return Route CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000

Line X0020 ALL LPSM $

15201-0000

Line X0040 ALL LPSM $

15206-0000

Line X0060 2.420 MILE $ $

15215-3000

Line X0080 12 EACH $ $

15216-2000

Line X0100 4.840 MILE $ $

15301-0000

Line X0120 ALL LPSM $

15401-0000

Line X0140 ALL LPSM $

15501-0000

Line X0160 ALL LPSM $

15705-1400

Line X0180 280 LNFT $ $

15706-0200

Line X0200 14 EACH $ $

15706-1000

Line X0220 4 EACH $ $

15706-1600

Line X0240 3 EACH $ $

15802-0000

Line X0260 ALL LPSM $

20101-0000

Line X0280 24.8 ACRE $ $

20420-0000

Line X0300 34,000 CUYD $ $

20801-0000

Line X0320 374 CUYD (CQ) $ $

20803-0000

Line X0340 411 CUYD (CQ) $ $

Schedule Total: ________________________

Submitted by: _________________________

STRUCTURE EXCAVATION

STRUCTURAL BACKFILL

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, GRADE FINISHING STAKES

CONTRACTOR QUALITY CONTROL

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

EMBANKMENT CONSTRUCTION

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, INLET PROTECTION

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

A001 08/05/2016

A-16

(CONTRACTOR-FURNISHED LAB)

Project No: NV NV BLM 10(1)

Name: Return Route CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

25101-2200

Line X0360 2,550 CUYD $ $

25101-2300

Line X0380 350 CUYD $ $

25101-2400

Line X0400 150 CUYD $ $

25125-0000

Line X0420 114 EACH $ $

30202-2000

Line X0440 8,900 TON $ $

40201-2600

Line X0460 7,500 TON $ $

40205-3000

Line X0480 75 TON $ $

40601-0000

Line X0500 20 TON $ $

41102-1000

Line X0520 37,000 SQYD $ $

41105-0000

Line X0540 300 TON $ $

41201-0000

Line X0560 20 TON $ $

55201-0200

Line X0580 191 CUYD (CQ) $ $

55401-1000

Line X0600 26,500 LB (CQ) $ $

56302-1000

Line X0620 1,500 SQFT $ $

60103-0240

Line X0640 4 EACH $ $

60201-0900

Line X0660 110 LNFT $ $

60201-1000

Line X0680 60 LNFT $ $

36-INCH PIPE CULVERT

TACK COAT

STRUCTURAL CONCRETE, CLASS A (AE)

REINFORCING STEEL

ROADWAY AGGREGATE, METHOD 2

ASPHALT CONCRETE PAVEMENT, HVEEM MIX, CLASS B

ANTISTRIP ADDITIVE, TYPE 3

PLACED RIPRAP, METHOD B, CLASS 2

PAINTING, CONCRETE STRUCTURE

CONCRETE, HEADWALL FOR 54-INCH PIPE CULVERT

30-INCH PIPE CULVERT

PLACED RIPRAP, METHOD B, CLASS 3

PLACED RIPRAP, METHOD B, CLASS 4

BOULDER

FOG SEAL

PRIME COAT, METHOD 1

BLOTTER

A001

A-17

Project No: NV NV BLM 10(1)

Name: Return Route CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60201-1100

Line X0700 70 LNFT $ $

60201-1300

Line X0720 165 LNFT $ $

60202-0700

Line X0740 40 LNFT $ $

60210-0900

Line X0760 4 EACH $ $

60210-1000

Line X0780 2 EACH $ $

60210-1100

Line X0800 2 EACH $ $

60211-1100

Line X0820 2 EACH $ $

60601-0000

Line X0840 3 EACH $ $

60901-2100

Line X0860 600 LNFT $ $

61901-3300

Line X0880 28,600 LNFT $ $

62201-0200

Line X0900 80 HOUR $ $

62201-0900

Line X0920 80 HOUR $ $

62201-2850

Line X0940 80 HOUR $ $

62201-3000

Line X0960 80 HOUR $ $

62301-0000

Line X0980 160 HOUR $ $

62302-1000

Line X1000 160 HOUR $ $

62302-1100

Line X1020 80 HOUR $ $

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

CURB, ASPHALT, 4-INCH DEPTH

FENCE, TORTOISE BARRIER

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR

42-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

END SECTION FOR 30-INCH PIPE CULVERT

END SECTION FOR 36-INCH PIPE CULVERT

END SECTION FOR 42-INCH PIPE CULVERT

END SECTION FOR 42-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

SPILLWAY ASSEMBLY

42-INCH PIPE CULVERT

54-INCH PIPE CULVERT

A001

A-18

Project No: NV NV BLM 10(1)

Name: Return Route CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62405-0200

Line X1040 52,856 SQYD $ $

62510-1000

Line X1060 11.0 ACRE $ $

62515-1000

Line X1080 11.0 ACRE $ $

63302-0000

Line X1100 55 SQFT $ $

63501-0000

Line X1120 ALL LPSM $

SIGN SYSTEM

TEMPORARY TRAFFIC CONTROL

PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

SEEDING, DRY METHOD

MULCHING, DRY METHOD

A001 08/05/2016

A-19

Schedule Total: ___________________________

Option X Alternate Bid Item 15401-0000, Contractor Testing (Government-furnished lab)* $_________________

See Page A-4 of this Solicitation for an explanation of how to bid on this item.

E-1

SPECIAL CONTRACT REQUIREMENTS

The following Special Contract Requirements amend and supplement the Standard Specifications for Construction of Roads and Bridges, on Federal Highway Projects (FP-14), U.S. Department of Transportation, Federal Highway Administration.

A001

E-2

Section 101. – TERMS, FORMAT, AND DEFINITIONS

101.03 Abbreviations.

(a) Acronyms. Add the following:

GSA – General Services Administration

(b) US Customary abbreviations and symbols. Delete the text and add the following:

A — ampere electric current

ac. — acre area BTU — British Thermal Unit energy

cu. in. or in3 — cubic inches volume

cu. ft., cf, ft3 or CUFT — cubic feet volume

cu. yd., cy, yd3 or CUYD — cubic yards volume D — day time deg. or º — degree plane angle Fc — foot-candles luminous intensity

fl. oz. — fluid ounces volume

ft. or ' — foot or feet length gal. or GAL — gallon volume H — Henry inductance

hr. or HR — hour time Hz — hertz (s-1) frequency

in. or " inch or inches length K — kelvin temperature lb or LB, lbs — pound, pounds mass Lbf — pound-force force lnft or LNFT linear foot length

mi. — miles length min. or m — minute time min. or ' — minute plane angle ºF — degrees Fahrenheit temperature

oz. — ounces mass Psi — pounds/square inch pressure Q — cubic feet/second flow rate sec. or s — second time sec. or " — second plane angle

sq. in. or in2 — square inches area

sq. ft., sf, ft2 or SQFT — square feet area

sq. yd., sy, yd2 or SQYD — square yards area T — short ton (2000 lbs) mass V — volt (W/A) electric potential W — watt (J/s) power

E-3

YD — yard or yards length Ω — ohm V/A electric resistance

(c) Metric unit abbreviations and symbols. Delete the text and add the following:

A — ampere electric current cd — candella luminous intensity oC — degree Celsius temperature d — day time deg. or º — degree plane angle g or gram — gram mass H — Henry inductance ha — hectare area

hr. or HR — hour time Hz — hertz (s-1) frequency J — Joule (N.m) energy K — kelvin temperature kg — kilogram mass L — liter volume lx — lux illuminance m — meter length mm — millimeter length m2 — meter squared area m3 — cubic meter volume min. or m — minute time min. or ' — minute plane angle N — Newton (kg.m/s2) force Pa — Pascal (N/m2) pressure sec. or s — second time sec. or " — second plane angle Sta. — station Length t — metric ton Mass V — volt (W/A) electric potential W — watt (J/s) Power Ω — ohm V/A electric resistance

E-4

101.04 Definitions.

Add the following:

Roadway Prism Delete the text and substitute the following:

Roadway Prism – The volume defined by the area between the original terrain cross-section and the final design cross-section multiplied by the horizontal distance between the centroids (geometric center) of the area.

Subcontractor Delete the text and substitute the following:

Subcontractor – An individual or legal entity with which the Contractor sublets part of the work. This includes subcontractors and material suppliers at any tier.

Section 105. — CONTROL OF MATERIAL

105.01 Source of Supply and Quality Requirements. Add the following:

Materials containing petroleum-based solvents such as cutback asphalts and traffic paints may be restricted from use by local laws or ordinances in certain geographic areas. Upon presenting proof of such restrictions, alternate materials considered acceptable to the CO may be substituted for the materials specified in the contract.

105.04 Storing and Handling Material. Add the following after the third sentence of the second paragraph:

For Contractor-located, non-commercial staging, storing, and material handling areas, secure environmental clearances according to Subsection 107.10.

Add the following:

The Contractor may use the following areas for staging /storage of materials/.

• The Fee Station Employee lot.

• The previously disturbed area located between Calico 2 and Sandstone Quarry identified on the plans.

• The old alignment south of the new Sandstone Quarry Wash Bridge.

• The disturbed area north of the Red Rock Wash bridge where the previous detour was located.

• Any parking area approved for closure by the CO

• Along the new return route within the construction limits labeled on the plans if Option X is awarded.

• At the equestrian parking lot located near the exit gate onto SR 159.

All work for staging shall remain inside the construction limits shown on the plans. Any other proposed staging locations must be approved by the CO.

E-5

Section 106. — ACCEPTANCE OF WORK

106.01 Conformity with Contract Requirements. Delete (a) and (b) and substitute the following:

(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

(8) Validation process

(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 shall determine disposition of the nonconforming work.

Add the following after (b):

The number of significant figures used in the calculations shall be according to ASTM E 29, absolute method.

Where sample/testing procedures make reference to AASHTO, ASTM, or other standards (designated as FLH T), the procedure as modified in the Materials Manual shall govern. Where the specifications make reference to AASHTO Test T11, “Procedure B - Washing Using a Wetting Agent” shall be the procedure followed.

Where the specifications make reference to AASHTO Test T310, “Direct Transmission Method of In- Place Nuclear Density and Moisture Content” shall be the procedure followed.

106.02 Visual Inspection. Delete the Subsection and substitute the following:

E-6

106.02 Visual Inspection. Acceptance is based on visual inspection of the work for compliance with the contract requirements. In the absence of specific contract requirements or tolerances, use prevailing industry standards.

106.03 Certification. Add the following after the second paragraph:

See Table 106-3 for schedule for full or partial acceptance by material certification. Submit certification and sample of material for testing as required.

Delete the third bullet of the third paragraph and substitute the following:

Contractor signed certification stating “to the best of our knowledge the materials certified by the attached certification represent the materials incorporated into the work of this contract”; and

Table 106-3 Schedule For Full or Partial Acceptance by Materials Certification. Add Table 106-3 following Table 106-2.

Table 106-3 Schedule For Full or Partial Acceptance by Materials Certification

Section Description Material Material Property Or Specification

Frequency Certification Sample

302 Minor Crushed Aggregate Crushed Aggregate Source, Quality and

Gradation 1 per source 1 per source

312 Dust Palliative Calcium Chloride

Magnesium Chloride, Lignosulfonate, As specified 1 per shipment First shipment

403 Asphalt Concrete Aggregate Asphalt Mix

Source quality, Gradation, Stability, and Grade 1 per mix 1 per source

634 and

Permanent Pavement Markings, Temporary Traffic

Control

634.02 as applicable, 635 as applicable As specified 1 per source -----

701 Hydraulic Cement

Portland Cement, Blended Hydraulic

Cement, Masonry and Mortar Cement

AASHTO M 85, M

240, ASTM C 91 and ASTM C1392 as applicable

1 per shipment 1 per 100 tons

702.01 Asphalt Material Asphalt Cement

AASHTO M 226 or

M 320, as applicable

1 per shipment 1 per shipment

702.02 Asphalt Material Emulsified Asphalt AASHTO M 140 or

M 208 as applicable 1 per shipment 1 per shipment

702.03 Asphalt Material

Asphalt Materials used for Damproofing and Waterproofing Concrete and Masonry

Surfaces

As specified for each type of asphalt material 1 per shipment -----

702.05 Antistrip As specified As applicable 1 per shipment -----

706 Concrete and Plastic Pipe As specified As applicable 1 per shipment -----

707 Metal Pipe As specified As applicable 1 per shipment ----- 708 Plastic Pipe As specified As applicable 1 per shipment -----

E-7

Section Description Material Material Property Or Specification

Frequency Certification Sample

709 Reinforcing and Prestressing Steel As specified As applicable 1 per shipment

For 709.01 submit 3, 1-yard (1-meter) bars of each size and grade of bar furnished.

709.02 submit 1 6-foot (2-meter) length for each size furnished

710 Fence and Guardrail As specified As applicable 1 per shipment -----

Concrete Curing

Material and Admixtures

As specified As applicable 1 per material source per material type

712 Joint Material (all) As specified As applicable 1 per shipment -----

Roadside

Improvement Materials (all)

As specified As applicable 1 per shipment -----

714 Geosynthetic Material (all) As specified As applicable 1 per shipment 1 per project per type 715 Piling As specified As applicable 1 per shipment -----

716 Material for Timber Structures Timber and Hardware As applicable 1 per shipment -----

717 Structural Metal As specified As applicable 1 per shipment

717.01(e) minimum

6 per shipment for each size used.

717.10 1 per project

Traffic Signing and Marking Material

(all) As specified As applicable 1 per shipment -----

719 Paint As specified As applicable 1 per batch\lot

1 sample for quantities

> 25 gallons (100L)

Structural Wall and Stabilized

Embankment Material (all)

As specified As applicable 1 per shipment per material type -----

Electrical and Illumination Material (all)

As specified As applicable 1 per shipment per material type -----

722 Anchor Material As specified As applicable 1 per shipment per material type -----

725 Miscellaneous materials As specified As applicable 1 per shipment per material type -----

E-8

Section 107. - LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

107.01 Laws to be Observed. Add the following:

Section 401 and 404 of the Clean Water Act.

Comply with the terms and conditions of any permits that are issued for the performance of work within the jurisdictional waters of the U.S., including Section 404 permits and Section 401water quality certifications.

The Section 404/401 Permit is approved and attached as an Appendix.

National Pollutant Discharge Elimination System (NPDES) for Nevada

Comply with the requirements of the Nevada General Storm Water Permit NVR100000 for erosion and sediment control due to storm water runoff. A copy of the permit is located at:

http://ndep.nv.gov/bwpc/docs/Construction_SW_GPermit(2015).pdf This permit shall expire on 01/04/ 2020. Amend the SWPPP and site plan when the new permit goes into effect to meet new permit conditions.

(a) General. Designate a qualified Erosion Control Supervisor according to Subsection 157.03.

Obtain a separate NPDES permit associated with industrial activity for any mobile asphalt and concrete plants that provide material for the project. Provide a copy of the permit and acknowledgement letter to the CO for their records.

(b) Preparation of the Storm Water Pollution Prevention Plan (SWPPP). The Government has prepared a preliminary SWPPP. Update the preliminary SWPPP for the project or develop a new SWPPP and provide to the CO for review. When the SWPPP is accepted by the CO and signed by both the CO and the Contractor, it shall be the document in force on the project. Implement the SWPPP as required throughout the construction period.

Modify the erosion control details and layout sheets included in the plans, as necessary, to accommodate project site conditions and proposed construction operations and include them in the SWPPP.

(c) Notice of Intent (NOI). The Government shall file the NOI as the owner and with the Contractor as the operator. Separate NOI’s may be required Submit the NOI no later than 14 days prior to the start of the permitted activity. Do not perform any ground disturbing activities including clearing, grubbing, or earthwork until an acknowledgement letter from the Nevada Division of Environmental Protection, Bureau of Water Pollution Control.

Post a sign with the permit Site ID(s), contact name, and telephone number in a publicly accessible location at the main entrances to the project site. Place the sign where it is visible from the public road and can be viewed from the public right of way.

(d) Inspections and Revisions to the SWPPP. Conduct inspections of the erosion, sediment, and other pollutant controls in compliance with the General Permit. Document inspections and retain records in the SWPPP.

A001 http://ndep.nv.gov/bwpc/docs/Construction_SW_GPermit(2015).pdf

E-9

Revisions to the SWPPP may be necessary during construction to make improvements or to respond to unforeseen conditions noted during construction or site inspections. For that purpose, specify in the SWPPP the mechanism whereby revisions may be proposed by the Contractor or the CO and incorporated into the plan, including review and approval of minor changes. Jointly approve and sign each revision to the SWPPP before implementation. Implement approved changes according to the General Permit.

(e) Notice of Termination (NOT). The Government shall file a NOT.

At the completion of the project, provide the CO with the complete SWPPP, including inspection forms, logs, and all other required documentation added during the project.

NRS 445A.475 Temporary Permit for Working in Waterways

Obtain Temporary Permit for Working in Waterways and comply with the terms and conditions of the permit. Temporary permits are issued by NDEP for discharges lasting six months (180 days) or less. If the project is anticipated to last longer than 180 days, a subsequent Temporary Work in Waterways permit must be obtained before work can continue.

107.02 Protection and Restoration of Property and Landscape

Add the following at the end of this subsection:

The locations of the utilities shown in the plans have been certified to a Quality Level D, according to the CFLHD Utility Data Quality Certification requirements:

https://flh.fhwa.dot.gov/resources/row/cfl/documents/UtilityDataQualityLevelCertification.doc

Table 107-1 Status of Utilities

Company Utility Type Contact

Name Phone

Number Status 1, 2, 3, or 4

1 BLM Sewer Robbie McAboy

702-515-

2 BLM Electric Robbie McAboy

702-515-

3 BLM Water Robbie McAboy

702-515-

Status 1: The utilities are in conflict with the project and REQUIRE relocation by OTHERS DURING construction.

Status 2: The utilities are in conflict with the project and REQUIRE relocation by the Contractor DURING construction.

A001 https://flh.fhwa.dot.gov/resources/row/cfl/documents/UtilityDataQualityLevelCertification.doc

E-10

Status 3: The utilities are in conflict with the project and REQUIRE relocation BEFORE construction.

Status 4: The utilities are located within the project rights of way but require NO relocation.

The sewer and water utilities are located at the Visitor Center and the underground power utilities are located along Moenkopi Road.

107.05 Responsibility for Damage Claims. Add the following after the first sentence of the third paragraph:

Certify that policies shall not be changed or canceled until 30 days written notice has been given to the Government.

107.10 Environmental Protection.

(a) Federal Water Pollution Control Act (Clean Water Act) 33 USC § 1251 et seq. Add the following:

(4) Do not ford running streams with construction equipment. Obtain approval from the CO to use temporary bridges or other structures whenever crossings are necessary.

(5) Immediately clear ephemeral drainages, intermittent and perennial streams, lakes and reservoirs of all work items, debris or other obstructions placed by or resulting from construction operations.

(6) Locate machinery servicing and refueling areas away from streambeds and washes to reduce the possibility and minimize the impacts of accidental spills or discharges.

(b) Oil and hazardous substances. Add the following to the end of the third paragraph:

Sand or soils are not approved absorbent materials.

Add the following to the end of the fourth paragraph:

Report the spill to the appropriate federal, state, and local authorities as required by the SPCC plan or hazardous spill plan. Should a spill occur, comply with all applicable federal, state, and local laws and regulations.

(c) Dirt and Foreign Material. Add the following to the end of the paragraph:

A Weed Management Plan shall be implemented to control the spread of noxious weeds throughout construction and reclamation. The Weed Management Plan must be approved by the CO before construction. The Weed Management Plan shall identify if herbicide treatment is necessary. If herbicide treatment is needed, prepare, submit, obtain, and maintain a pesticide use proposal. Weed treatments may include the use of herbicides that are approved for use on public lands by the BLM.

Begin project operations in weed-free areas whenever feasible before operating in weed-infested areas.

E-11

Project workers need to inspect, remove, and dispose of weed seed and plant parts found on their clothing and equipment following the disposal methods in the approved Weed Management Plan.

The Contractor shall be responsible for controlling all undesirable invading plant species (including listed noxious weeds and other invasive plants identified as undesirable by federal, state, or local authorities) within the project boundaries and authorized ancillary facilities (such as access and utility corridors), including all operating and reclaimed areas, until re-vegetation activities have been deemed successful and responsibility is released by the CO. Control standards and measures proposed must conform to applicable state and federal regulations.

Use weed-free seed for reclamation; other organic products for erosion control, stabilization, or re-vegetation (such as straw bales, organic mulch) must be certified weed-free.

Weed management shall be paid for under Section 151 - Mobilization.

The Contractor is required to have an onsite wash area identified and readily available. Coordinate with the CO to determine equipment cleaning sites within the Red Rock National Conservation Area. Project-related equipment and machinery (this especially includes the nooks and crannies of undercarriages) shall be cleaned of all mud, dirt, and plant parts before moving into relatively weed-free areas and when leaving weed infested sites. Seeds and plant parts need to be collected, bagged, and deposited in landfills through the waste disposal system when practical. This is not meant to apply to service vehicles that shall stay on roadways avoiding weed infested sites. If a noxious weed infestation is known or later discovered on the project site, project-related vehicles or equipment that have traveled through such an infestation shall be power washed, including the undercarriage, prior to leaving the site, at an established, identified wash area. Wash water and sediment shall be contained in an adjacent settling basin. Should any vegetation emerge in the wash area or settling basin, it shall be promptly identified and appropriately controlled if found to be an undesirable invasive plant.

General construction site waste shall be stored and secured so that it does not blow away. The worksite must be in compliance with OSHA and Environmental regulations for construction sites.

High winds are common in the project area.

Add the following subsection:

(e) NRS 445A.475 Temporary Permit for Working in Waterways. Obtain Temporary Permit for Working in Waterways and comply with the terms and conditions of the permit. Temporary permits are issued by NDEP for discharges lasting six months (180 days) or less. If the project is anticipated to last longer than 180 days, a subsequent Temporary Work in Waterways permit must be obtained before work can continue.

The initial Temporary Permit for Working in Waterways is included as an Appendix.

107.11 Protection of Forests, Parks, and Public Lands. Add the following:

The BLM fire prevention measures are as follows. The work site is in a dry rural desert environment.

Prior to construction, the Contractor shall coordinate with the CO to outline fire safety requirements at the work site.

E-12

The Contractor shall take all reasonable precautions to prevent and suppress fires. In case of a fire, the Contractor shall immediately notify the nearest emergency response center (911) and contact the BLM Dispatch Center at 702-515-5300, or 702-631-2350 after 5:00 p.m. If needed, the Contractor shall require his/her employees and those of any subcontractor to work under BLM Fire Management Officials in fire-control and suppression efforts.

The CO may order the suspension of burning and all other operations. Fire restrictions vary from approximately May 15 through October 15, so coordinate with the CO to determine restrictions each week. No adjustment in the contract completion date will be made for partial or total suspensions of burning operations.

Section 108. — PROSECUTION AND PROGRESS

108.01 Commencement, Prosecution, and Completion of Work. Add the following:

All necessary permits and authorizations must be obtained before a Notice to Proceed can be issued.

Limit operations as follows:

• All necessary permits and authorizations must be obtained before a Notice to Proceed can be issued.

A Notice to Proceed must be issued before commencement of any work. The contract completion date for Schedule A is June 30, 2017. The contract completion date for Schedule B is October 6, 2017. No additional time will be added to the contract if Option X is awarded.

• Any construction work that creates delays to public traffic, including but not limited to pulverizing, roadway grading, and paving, may be completed when the Scenic Loop Road is closed to the public.

The Scenic Loop Road is open as follows:

November through February 6 a.m. to 5 p.m.

March 6 a.m. to 7 p.m.

April through September 6 a.m. to 8 p.m.

October 6 a.m. to 7 p.m.

• The Scenic Loop Drive is frequently used by runners and cyclists. The pulverizing and paving operations will be limited as follows:

o No pulverizing may begin until the CO has approved the asphalt mix design and the asphalt pavement test strip has been approved. The contractor is encouraged to submit an asphalt mix design to the CO for approval immediately after contract award.

o Limit the length of pulverizing to a continuous 1 mile section on the Scenic Loop Drive at a time. New sections of pulverizing cannot be started until the pulverized section is paved with at least one lift of pavement.

o All pulverized sections on the Scenic Loop Drive are required to have at least one lift of pavement in place from 6:00 am Saturday through 8:00 pm Sunday.

E-13 o Prime Coat shall be used when the surface is not paved and traffic is allowed to drive on the surface.

• Limit construction-caused delays to public traffic according to Section 156. Work hours shall be coordinated with the CO with an effort to reduce impacts to visitors.

• Coordinate with the CO no less than 1 week in advance of scheduling night work.

• Trash containers provided by the Contractor shall remain covered, must be raven-proof, and emptied frequently enough to prevent overflow of materials. Trash, litter, project debris, etc. shall be transferred to a designated solid waste disposal facility. Vehicles hauling trash must be secured to prevent litter from blowing out along the road.

• Construction operations shall be limited to the construction limits shown on the plans. No disturbance is allowed outside of the construction limits.

• If biological crusts are detected during pre-construction surveys, notify the CO to determine a plan for minimizing disturbance of soil crusts.

• Providing a certified biologist is the responsibility of the Contractor and the payment for the biologist is covered under pay item 62302-1000.

• In the event of a cultural, historical, archaeological, or paleontological discovery, notify the CO immediately and the area where the discovery is located shall be avoided until the CO approves continuation of work. The anticipated time for response is less than one day.

• All access gates shall remain closed to keep wild burros off of SR 159. Inform all site workers to not harass (feed, pet, chase, etc.) wild horses and burros if encountered on or near the project area. If any workers should see any wild horses and burros, keep a safe distance; they are wild animals and can be unpredictable, especially during foaling and breeding season.

• If areas of surface water or puddles are created as a result of construction activities, they must be temporarily fenced off in order to keep wild horses and burros from drinking potentially contaminated water.

• Perform all vegetation removal from September 1 to February 14. If vegetation removal must occur outside of this time period, a nest survey conducted by the BLM is required prior to construction activities. Notify the CO at least 10 days prior to construction activities if nest surveys are required.

• All drivers shall check under parked vehicles prior to driving to prevent impacts to threatened and endangered animal species, particularly desert tortoises.

• Tortoise fencing shall be required at the areas identified in Section 619, prior to any construction at these areas. Installation of the fence must be approved by the CO. Inspection of the fencing shall be required by a biological monitor. The monitor must be an authorized desert tortoise biologist with demonstrated prior field experience using accepted resource agency techniques to survey for desert tortoises and tortoise signs, which should include a minimum of 60 days field experience. All monitors shall comply with the USFWS approved handling protocol. The Contractor shall comply with the recommendations from the CO to ensure proper prevention, handling, and reporting of

E-14 activities interfering with desert tortoises. Should a desert tortoise death or injury occur as a result of the project, notify the CO by the close of business the following day. If a tortoise is found within the project area, suspend activities that could harm the tortoise and coordinate with the CO for proper relocation of the tortoise.

• All contractor and subcontractor personnel must attend a desert tortoise education program that shall be presented onsite prior to construction activities.

• If unable to be avoided, all cactus and yucca plants on BLM land shall be salvaged and replanted on site in areas approved by the CO. See Section 201.04 for additional information on cactus and yucca plants.

• Report any Gila monster encounters immediately to the CO and the Nevada Division of Wildlife (NDOW). A certified biologist trained in handling venomous reptiles is required for removal of any Gila monsters found on the construction site.

• The speed limit is 35 miles-per-hour on the Red Rock Scenic Loop road. Within Clark County, the speed limit is 25 miles-per-hour on un-posted County roads.

• A Clark County Dust Control Permit is anticipated to be required based on the soil disturbing construction activities. Apply the Best Available Control Measures as identified in the Construction Activities Dust Control Handbook. If the construction involves 10 or more acres, a detailed supplement to the Dust Mitigation Plan shall be required.

• Contractor is responsible for identifying a water source for this project.

Perform no work except to maintain traffic control devices, erosion control devices, the roadway driving surface, and to control dust during the listed Federal holidays and surrounding days as shown in Table 108-2.

Table 108-2 Federal Holidays and Surrounding Days

Federal Holiday Time Remarks

Memorial Day 12:00 Noon Friday to 6:00 am Tuesday -

Independence Day

12:00 Noon July 3 to 6:00 am July 5

If July 4 falls on a weekend, Friday, or Monday, do not work the weekend.

Labor Day 12:00 Noon Friday to 6:00 am Tuesday -

Thanksgiving 12:00 Noon

Wednesday to 6:00 am Monday

E-15

Christmas / New Year’s

12:00 Noon December 23 to

6:00 am January 2

If December 23 or January 1 falls on a Monday, do not work the adjacent weekend and do not work on December 23. If January 1 falls on a Friday, do not work the weekend.

Additional holidays where no work is to be performed include:

• Martin Luther King Day – no work to be performed on that day or the previous weekend

• President’s Day - no work to be performed on that day or the previous weekend

• Nevada Day Weekend: 12:00 Noon Thursday to 6:00 am Monday

• Columbus Day Weekend: Saturday - Monday

Schedule at least 2 non-work days out of every 14 calendar days. The selected non-work days do not need to be consecutive, but they must be scheduled. Provide at least 2 weeks’ notice before changing the scheduled days off.

Exemptions to scheduled days off may be granted by written approval from the CO for specific project operations and/or for periods of limited duration.

108.02 Subcontracting. Delete the third paragraph and substitute the following:

Within 14 days of subcontract award, submit a completed SF 1413 and 1413S. Complete Part I for each Subcontractor, and include Part II when the Subcontractor performs on-site work. Complete other forms that may be required by the Government to show the work subcontracted and the total dollar amount of the subcontract. Submit the above required information for each Subcontractor at lower tiers.

Add the following:

108.06 Weather Delays.

(a) Definitions.

(1) Reasonably Predictable Weather Days. Estimated weather day(s) where critical activities cannot be performed in any month, within contract weather or temperature limitations, or due to weather related soil conditions. Calculate Reasonably Predictable Weather Days according to Subsection 108.06 (b).

(2) Weather Day. Workday(s) where work cannot be performed within contract weather or temperature limitations or due to weather related soil conditions, and where work on critical activities cannot be performed for more than 50 percent of the workday.

(3) Drying Day. Work day(s) immediately following a weather day, as defined by Subsection 108.06 (a)(2) above, where work can’t be performed on scheduled critical activities within contract weather or temperature limitations, or due to weather related soil conditions, for more than 50 percent of the workday. Do not consider drying days when critical activities can be performed immediately after weather days. Do not consider drying days if they fall on scheduled non-work days within the contract or the construction schedule.

E-16

(4) Work Day. A day described under Subsections 155.05 (a)(2)(e) or 155.05 (b)(4)(e) in the Contractor’s Baseline Construction Schedule, are not excluded from work by the contract, or are not considered as a non-work day in the construction schedule.

(5) Unusually Severe Weather Day. The number of approved scheduled work days greater than the calculated Reasonably Predictable Weather Days for the month in question.

An Unusually Severe Weather Day shall not be considered if it is a scheduled non-work day in the contract or the construction schedule.

(b) Reasonably Predictable Weather Days. Determine Reasonably Predictable Weather Days for this contract by completing Table 108-3. Calculate data for Table 108-3 as follows:

(1) Using the last 10 years of historical weather data from the nearest NOAA weather data collection station, or other approved weather station, compute the average number of weather days defined by Subsection 108.06 (a)(2) for each month. Include estimated drying days defined by Subsection 108.06 (a)(3). Calculate the standard deviation from the average for each month. Determine the Reasonably Predictable Weather Day(s) total for each month by adding the estimated average weather and drying days from above, plus one standard deviation.

(2) Submit a completed Table 108-3 with the initial construction schedule. Include NOAA or other approved weather data, the average number of weather days, the estimated number of drying days, and the standard deviation, calculations for each month with Table 108-3.

Allow 14 days for approval or rejection of Table 108-3. If rejected, submit a revision within 7 days after the date of rejection. Time for review and approval starts again after the revised Table 108-3 has been resubmitted. Weather related Time Impact Analyses shall not be accepted without an approved Table 108-3.