Amendment_A001.pdf

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

Project No: CA FTNP/NPS YOSE 500(2) & 16(7)

Name: Valley Loop Road and El Portal Road CQ = "Contract Quantity"

PMIS: Quantity Unit Unit Price Amount

15101-0000 Line A0020 ALL LPSM $

15206-0000 Line A0040 31.233 STA $ $

15210-3000 Line A0060 228.321 STA $ $

15214-3000 Line A0080 ALL LPSM $

15215-3000

Line A0100 45 EACH $ $ 15215-5000

Line A0120 5 EACH $ $ 15216-2000

Line A0140 456.641 STA $ $ 15301-0000

Line A0160 ALL LPSM $ 15401-0000

Line A0180 ALL LPSM $

15501-0000 Line A0200 ALL LPSM $

15703-2500 Line A0220 3.7 ACRE $ $

15705-0100 Line A0240 7,000 LNFT $ $

15705-1400 Line A0260 4,050 LNFT $ $

15706-0200 Line A0280 20 EACH $ $

15706-1100 Line A0300 60 EACH $ $

15706-1200 Line A0320 10 EACH $ $

15706-1600 Line A0340 5 EACH $ $

15802-0000 Line A0360 ALL LPSM $

20101-0000 Line A0380 12.3 ACRE $ $

20201-0000

MOBILIZATION

SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, PARKING AREA

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, BOX CULVERT

CLEARING AND GRUBBING

SELECTIVE CLEARING (FLUSH CUT AND PRUNING)

SOIL EROSION CONTROL, SEDIMENT LOG

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, INLET PROTECTION TYPE A

SURVEY AND STAKING, GRADE FINISHING STAKES

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, MULCHING, HYDRAULIC METHOD

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, INLET PROTECTION TYPE B

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

WATERING FOR DUST CONTROL

Schedule Total: ___________________________

Submitted by: ____________________________

Amendment A001 7/11/16

Jeremiah.Rogers Typewritten Text A-6

Project No: CA FTNP/NPS YOSE 500(2) & 16(7)

Name: Valley Loop Road and El Portal Road CQ = "Contract Quantity"

PMIS: Quantity Unit Unit Price Amount

Schedule Total: ___________________________

Submitted by: ____________________________

Line A0400 3.0 ACRE $ $ 20220-1000

Line A0420 10 EACH $ $ 20301-0200

Line A0440 1,100 EACH $ $ 20301-0700

Line A0460 325 EACH $ $ 20301-0900

Line A0480 3 EACH $ $ 20301-2300

Line A0500 6 EACH $ $ 20301-2400

Line A0520 100 EACH $ $ 20301-3400

Line A0540 60 EACH $ $ 20302-0400

Line A0560 1,150 LNFT $ $ 20302-0500

Line A0580 2,830 LNFT $ $ 20303-1600

Line A0600 13,875 SQYD $ $ 20303-1600

Line A0620 300 SQYD $ $ 20303-2300

Line A0640 120 SQYD $ $ 20303-3000

Line A0660 2,600 SQYD $ $ 20303-3200

Line A0680 130 SQYD $ $ 20401-0000

Line A0700 9,150 CUYD $ $ 20401-0000

Line A0720 8,700 CUYD $ $ 20402-0000

Line A0740 6,600 CUYD $ $ 20425-1000

Line A0760 825 LNFT $ $ 20435-2500

Line A0780 1,800 CUYD $ $

REMOVAL OF PAVEMENT, ASPHALT (CURB INSTALLATION)

REMOVAL OF PAVEMENT, CONCRETE

REMOVAL OF SIDEWALK, ASPHALT

REMOVAL, INDIVIDUAL TREE

REMOVAL OF SIGN/MARKER (SIGN PANEL ONLY)

REMOVAL OF SIGN

REMOVAL OF WHEELSTOP

REMOVAL OF CURB, ASPHALT

REMOVAL OF CURB, CONCRETE

REMOVAL OF PAVEMENT, ASPHALT

REMOVAL OF BOULDER

REMOVAL OF DELINEATOR (OR SNOW POLE)

REMOVAL OF FIRE HYDRANT

SUBEXCAVATION

DITCH, EXCAVATION

BACKFILL, PERMEABLE

REMOVAL OF SIDEWALK, CONCRETE

ROADWAY EXCAVATION

ROADWAY EXCAVATION (SPECIAL)

Amendment A001 7/11/16

Jeremiah.Rogers Typewritten Text A-7

Jeremiah.Rogers

Project No: CA FTNP/NPS YOSE 500(2) & 16(7)

Name: Valley Loop Road and El Portal Road CQ = "Contract Quantity"

PMIS: Quantity Unit Unit Price Amount

Schedule Total: ___________________________

Submitted by: ____________________________

20435-3000 Line A0800 1,600 CUYD $ $

20443-0000 Line A0820 950 LNFT $ $

21101-1000 Line A0840 5,050 SQYD $ $

25101-2000 Line A0860 140.0 CUYD $ $

25101-3000 Line A0880 80.0 CUYD $ $

25125-0000 Line A0900 50 EACH $ $

25126-0000 Line A0920 15 EACH $ $

30101-0000 Line A0940 16,720.0 TON $ $

30110-0000 Line A0960 3,500.0 TON $ $

30110-0000 Line A0980 520.0 TON $ $

30301-3000 Line A1000 178.450 STA $ $

30305-3000 Line A1020 210.000 STA $ $

30802-2000 Line A1040 6,160.0 TON $ $

40101-0600 Line A1060 20,120.0 TON $ $

40105-3000 Line A1080 200.0 TON $ $

40920-1000 Line A1100 41.0 TON $ $

41103-0000 Line A1120 86,800 SQYD $ $

41105-0000 Line A1140 525.0 TON $ $

41201-1000 Line A1160 37.0 TON $ $

41410-1000

BACKFILL, CURB

BERMS

ROADWAY OBLITERATION, METHOD 1

AGGREGATE SURFACE COURSE (TRAILS)

SHOULDER AND DITCH RECONDITIONING

PULVERIZING, 6-INCH DEPTH

ROADWAY AGGREGATE, METHOD 2

SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

PLACED RIPRAP, CLASS 2

PLACED RIPRAP, CLASS 3

BOULDER

REMOVE AND RESET BOULDER

AGGREGATE BASE

AGGREGATE SURFACE COURSE

FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

PRIME COAT

BLOTTER

TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H (EMULSIFIED ASPHALT)

CRACKS, CLEANING AND SEALING

Amendment A001 7/11/16

Jeremiah.Rogers Typewritten Text A-8

Highlight

Project No: CA FTNP/NPS YOSE 500(2) & 16(7)

Name: Valley Loop Road and El Portal Road CQ = "Contract Quantity"

PMIS: Quantity Unit Unit Price Amount

Schedule Total: ___________________________

Submitted by: ____________________________

Line A1180 1,525 LNFT $ $ 50101-0300

Line A1200 690 SQYD $ $ 50101-0900

Line A1220 500 SQYD $ $ 50102-0300

Line A1240 330 SQYD $ $ 60101-0000

Line A1260 120.0 CUYD $ $ 60110-0000

Line A1280 50,000 LB $ $ 60201-0100

Line A1300 1,100 LNFT $ $ 60201-0400

Line A1320 130 LNFT $ $ 60201-0600

Line A1340 220 LNFT $ $ 60201-0800

Line A1360 2,220 LNFT $ $ 60202-0200

Line A1380 110 LNFT $ $ 60210-0800

Line A1400 12 EACH $ $ 60220-0300

Line A1420 220 LNFT $ $ 60220-1150

Line A1440 125 LNFT $ $ 60403-0000

Line A1460 30 EACH $ $ 60405-0000

Line A1480 51 EACH $ $ 60405-0000

Line A1500 18 EACH $ $ 60407-0000

Line A1520 2 EACH $ $ 60526-0000

Line A1540 5 LNFT $ $ 60704-0000

Line A1560 26 EACH $ $

REINFORCED RIGID PAVEMENT, 8-INCH DEPTH, TYPE C SMOOTHNESS/ROUGHNESS

PLAIN RIGID PAVEMENT, 6-INCH DEPTH, TYPE C SMOOTHNESS/ROUGHNESS

CONCRETE (BOX CULVERT HEDWALL/WINGWALL)

CONCRETE COLORING AGENT

4-INCH PIPE CULVERT (SLEEVE)

12-INCH PIPE CULVERT (CMP, POLYMERIC COATED)

REINFORCED RIGID PAVEMENT, 6-INCH DEPTH, TYPE C SMOOTHNESS/ROUGHNESS (EXPOSED AGGREGATE FINISH)

INLET

MANHOLE ADJUSTMENT

MANHOLE ADJUSTMENT (ELECTRICAL VAULT)

CAPPING INLETS AND MANHOLES

DRAINAGE CHASE

CLEANING CULVERT IN PLACE

18-INCH PIPE CULVERT (CMP, POLYMERIC COATED)

24-INCH PIPE CULVERT (CMP, POLYMERIC COATED)

18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT (CMP, POLYMERIC COATED)

END SECTION FOR 24-INCH PIPE CULVERT (POLYMERIC COATED) (POLYMERIC COATED)

4 FEET SPAN, 3 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT (BURIED FLOOR)

6 FEET SPAN, 3 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT (BURIED FLOOR)

Amendment A001 7/11/16

Jeremiah.Rogers

A-9

Project No: CA FTNP/NPS YOSE 500(2) & 16(7)

Name: Valley Loop Road and El Portal Road CQ = "Contract Quantity"

PMIS: Quantity Unit Unit Price Amount

Schedule Total: ___________________________

Submitted by: ____________________________

60901-0400 Line A1580 275 LNFT $ $

60901-0600 Line A1600 80 LNFT $ $

60901-0800 Line A1620 210 LNFT $ $

60901-1200 Line A1640 29,730 LNFT $ $

60901-1200 Line A1660 610 LNFT $ $

60901-5600 Line A1680 3,750 LNFT $ $

60901-6100 Line A1700 530 LNFT $ $

60902-0600 Line A1720 520 LNFT $ $

60902-1000 Line A1740 485 LNFT $ $

60905-1000 Line A1760 510 LNFT $ $

60908-1000 Line A1780 1,700 SQYD $ $

60920-0000 Line A1800 30 EACH $ $

61101-0000 Line A1820 ALL LPSM $

61102-1600 Line A1840 20 LNFT $ $

61106-0000 Line A1860 4 EACH $ $

61108-4000 Line A1880 17 EACH $ $

61108-4000 Line A1900 3 EACH $ $

61114-1500 Line A1920 9 EACH $ $

61202-0400 Line A1940 770 LNFT $ $

61202-0700

CURB, STONE, TYPE 2, 18-INCH DEPTH

CURB AND GUTTER, CONCRETE, 8-INCH DEPTH (OUTFALL)

CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

GUTTER, CONCRETE (8-INCH DEPTH)

PAVED DITCH, ASPHALT

RESET WHEELSTOP

CURB, CONCRETE, 6-INCH DEPTH (DOWELED)

CURB, CONCRETE, 8-INCH DEPTH

CURB, CONCRETE, 10-INCH DEPTH

CURB, CONCRETE, 14-INCH DEPTH

CURB, CONCRETE, 14-INCH DEPTH (SPECIAL)

CURB, STONE, TYPE 2, 14-INCH DEPTH (GRANITE WHEELSTOP)

6-INCH SEWER LINE, PLASTIC

8-INCH SEWER LINE, PLASTIC (10-INCH)

WATER SYSTEM (IRRIGATION)

2-INCH WATERLINE, COPPER

FIRE HYDRANT

ADJUST VALVE BOX

ADJUST VALVE BOX (CLEANOUT)

WATER SYSTEM ACCESSORY, TIE-IN

Amendment A001 7/11/16

Jeremiah.Rogers Typewritten Text A-10

Jeremiah.Rogers Typewritten Text

Project No: CA FTNP/NPS YOSE 500(2) & 16(7)

Name: Valley Loop Road and El Portal Road CQ = "Contract Quantity"

PMIS: Quantity Unit Unit Price Amount

Schedule Total: ___________________________

Submitted by: ____________________________

Line A1960 540 LNFT $ $ 61203-0000

Line A1980 10 EACH $ $ 61501-0100

Line A2000 695 SQYD $ $ 61501-1100

Line A2020 2,090 SQYD $ $ 61501-1100

Line A2040 2,920 SQYD $ $ 61503-5000

Line A2060 225 SQYD $ $ 61504-1000

Line A2080 40.0 SQYD $ $ 61509-0000

Line A2100 5.0 SQYD $ $ 61509-0000

Line A2120 4 SQYD (CQ) $ $ 61901-0000

Line A2140 35 LNFT $ $ 61901-2300

Line A2160 3,900 LNFT $ $ 61902-2000

Line A2180 1 EACH $ $ 62002-0000

Line A2200 10 SQYD $ $ 62002-1000

Line A2220 205.0 SQYD $ $ 62011-0100

Line A2240 4 EACH $ $ 62011-0300

Line A2260 9 EACH $ $ 62011-0500

Line A2280 22 EACH $ $ 62011-1600

Line A2300 6 EACH $ $ 62011-1800

Line A2320 14 EACH $ $ 62014-0000

Line A2340 ALL LPSM $

MANHOLE, SANITARY SEWER

SIDEWALK, CONCRETE (4-INCH DEPTH)

SIDEWALK, ASPHALT (3-INCH DEPTH)

SIDEWALK, ASPHALT (4-INCH DEPTH)

GATE, METAL, 28 FEET WIDTH

STONE MASONRY

CLASS B MASONRY, ROCK FACE FINISH

STONE MASONRY HEADWALL FOR 12-INCH PIPE CULVERT

STONE MASONRY HEADWALL FOR 18-INCH PIPE CULVERT

STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

MEDIAN, STONE (GRANITE)

ACCESSIBILITY RAMP, CONCRETE

DETECTABLE WARNING PANELS

DETECTABLE WARNING PANELS (ADJUST)

FENCE (REMOVE AND RESET)

FENCE, SPLIT RAIL

STONE MASONRY HEADWALL FOR DOUBLE 18-INCH PIPE CULVERT

STONE MASONRY HEADWALL FOR DOUBLE 24-INCH PIPE CULVERT

SAMPLE WALL

Amendment A001 7/11/16

Jeremiah.Rogers Typewritten Text A-11

Highlight

Project No: CA FTNP/NPS YOSE 500(2) & 16(7)

Name: Valley Loop Road and El Portal Road CQ = "Contract Quantity"

PMIS: Quantity Unit Unit Price Amount

Schedule Total: ___________________________

Submitted by: ____________________________

62028-1000 Line A2360 9 EACH $ $

62201-0200 Line A2380 40 HOUR $ $

62201-0450 Line A2400 40 HOUR $ $

62201-0950 Line A2420 40 HOUR $ $

62201-2850 Line A2440 40 HOUR $ $

62201-3400 Line A2460 40 HOUR $ $

62202-1000 Line A2480 ALL LPSM $

62301-0000 Line A2500 40 HOUR $ $

62302-1100 Line A2520 40 HOUR $ $

62303-1000 Line A2540 ALL LPSM $

62407-0000 Line A2560 1,730 CUYD $ $

63301-0000 Line A2580 160 EACH $ $

63301-1000 Line A2600 25 EACH $ $

63304-1200 Line A2620 30.00 SQFT $ $

63306-1700 Line A2640 10 EACH $ $

63308-0000 Line A2660 120 EACH $ $

63309-0000 Line A2680 250 EACH $ $

63309-1000 Line A2700 350 EACH $ $

63313-0000 Line A2720 11,110 LNFT $ $

63316-1000

WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT

MATERIALS TRANSFER VEHICLE

GENERAL LABOR

SPECIAL LABOR, HIRED SURVEY SERVICES

REMOVE AND RESET STONE MASONRY HEADWALL

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 18-INCH WIDTH

OBJECT MARKER

DELINEATOR

DELINEATOR, TYPE SNOWPOLE

RUMBLE STRIP (CENTERLINE)

REMOVE AND RESET SIGN

SPECIAL LABOR, HIRED TECHNICAL SERVICES (ELECTRICAL CONSULTANT)

PLACING CONSERVED TOPSOIL

SIGN SYSTEM

SIGN SYSTEM, GOVERNMENT FURNISHED SIGN

SIGNS, ALUMINUM PANELS, TYPE 9 SHEETING

POST, WOOD, 4-INCH X 4-INCH

Amendment A001 7/11/16

Jeremiah.Rogers

A-12

Project No: CA FTNP/NPS YOSE 500(2) & 16(7)

Name: Valley Loop Road and El Portal Road CQ = "Contract Quantity"

PMIS: Quantity Unit Unit Price Amount

Schedule Total: ___________________________

Submitted by: ____________________________

Line A2740 18 EACH $ $ 63401-0700

Line A2760 101,000 LNFT $ $ 63401-0800

Line A2780 16,000 LNFT $ $ 63405-0050

Line A2800 10 EACH $ $ 63405-0050

Line A2820 5 EACH $ $ 63405-0050

Line A2840 5 EACH $ $ 63405-0050

Line A2860 4 EACH $ $ 63405-0050

Line A2880 2 EACH $ $ 63405-1300

Line A2900 13 EACH $ $ 63405-1350

Line A2920 8 EACH $ $ 63405-1350

Line A2940 5 EACH $ $ 63405-1400

Line A2960 3 EACH $ $ 63405-1500

Line A2980 25 EACH $ $ 63405-1650

Line A3000 25 EACH $ $ 63406-0000

Line A3020 20 EACH $ $ 63502-0600

Line A3040 11 EACH $ $ 63502-0700

Line A3060 580 EACH $ $ 63502-1050

Line A3080 680 EACH $ $ 63502-1300

Line A3100 370 EACH $ $ 63502-1700

Line A3120 90 EACH $ $

PAVEMENT MARKINGS, TYPE D, SOLID

PAVEMENT MARKINGS, TYPE D, TURN ARROW

PAVEMENT MARKINGS, TYPE D, STRAIGHT ARROW

PAVEMENT MARKINGS, TYPE D, STRAIGHT ARROW (MERGE)

PAVEMENT MARKINGS, TYPE D, STRAIGHT/TURN ARROW COMBINATION

PAVEMENT MARKINGS, TYPE D, "STOP" WORD MESSAGE

PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY SYMBOL

PAVEMENT MARKINGS, TYPE D, BROKEN

PAVEMENT MARKINGS, SYMBOLS (TYPE D, PED XING)

PAVEMENT MARKINGS, SYMBOLS (TYPE D, YEILD)

PAVEMENT MARKINGS, SYMBOLS (TYPE D, NO PARKING)

PAVEMENT MARKINGS, SYMBOLS (TYPE D, YEILD LINE)

PAVEMENT MARKINGS, SYMBOLS (TYPE D, BUS ONLY)

RAISED PAVEMENT MARKER (TOP OF CURB APPLICATION)

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

Amendment A001 7/11/16

Jeremiah.Rogers

A-13

Project No: CA FTNP/NPS YOSE 500(2) & 16(7)

Name: Valley Loop Road and El Portal Road CQ = "Contract Quantity"

PMIS: Quantity Unit Unit Price Amount

Schedule Total: ___________________________

Submitted by: ____________________________

63502-2000 Line A3140 9 EACH $ $

63503-0700 Line A3160 47,600 LNFT $ $

63503-1000 Line A3180 12,000 LNFT $ $

63504-1000 Line A3200 1,100.00 SQFT $ $

63506-0500 Line A3220 12,800 HOUR $ $

63506-0600 Line A3240 3,760 HOUR $ $

63601-3000 Line A3260 ALL LPSM $

63602-5000 Line A3280 4 EACH $ $

63610-1600 Line A3300 130 LNFT $ $

63610-1600 Line A3320 560 LNFT $ $

63610-2800 Line A3340 530 LNFT $ $

63621-1000 Line A3360 6 EACH $ $

63621-1000 Line A3380 2 EACH $ $

63621-1000 Line A3400 10 EACH $ $

64502-0000 Line A3420 50 EACH $ $

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE (BLACK)

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

UTILITY BOX, PULLBOX (24x24x24)

UTILITY BOX, PULLBOX (24x16x12)

LOCATE UTILITIES

SYSTEM INSTALLATION, ELECTRICAL (TRANSFORMER/SWITCH GEAR RELOCATION)

SYSTEM INSTALLATION, CHANGEABLE MESSAGE SIGN (SOLAR RADAR SPEED SIGN)

CONDUIT, 2-INCH, PVC (SCHED 80)

CONDUIT, 2-INCH, PVC

CONDUIT, 4-INCH, PVC

UTILITY BOX, PULLBOX (ELECTRICAL)

Amendment A001 7/11/16

Jeremiah.Rogers Typewritten Text A-14

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

TOTAL $__________________

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text Schedule A Alternate Bid Item 15401-0000, Contractor Testing (Government furnished lab trailer)* $_________________ *See Page A-5 of this Solicitation for an explanation of how to bid this item.

E-66 CA FTNP NPS YOSE 500(2) & 16(7)

Valley Loop Road and El Portal Road

PMIS Nos. 138988, 202849, 198218A, and 196917A

Section 203. - REMOVAL OF STRUCTURES AND OBSTRUCTIONS

Construction Requirements

203.03 Salvaging Material. Add the following:

Salvage all existing roadway, information, and interpretive signs located within the project limits. Salvage all snow poles. Salvage removed concrete barrier segments on Northside Drive.

Deliver these materials to the NPS Yosemite Village maintenance yard located on Village Drive, ½ mile northeast of the new Village roundabout.

Salvage all boulders measured under the removal of boulder item to Pohono Pit, located ¼ mile west of the Pohono Bridge intersection. Salvaged boulders may be reused for boulder placement under Section 251.

Following removal and prior to delivery of salvaged materials as noted above, coordinate through the CO an opportunity for the Park representative to review the salvaged materials.

Dispose outside of the Park all materials determined by the Park to be unsalvagable.

Salvage all duff and topsoil from all excavation, embankment and borrow areas. Where possible, conserve topsoil in place. Windrow topsoil immediately adjacent to excavation area.

Do not windrow piles exceeding 24 inches in height. Replace topsoil adjacent to the original salvage location upon completion of work as best as possible. Final topsoil depth should be between 4 to 6 inches.

If organic materials from meadow areas are encountered, salvage and haul approximately 1500 cubic yards of this material to the Upper Rivers Campground for future use by the NPS. Limit the stockpile height to be less than three feet tall, and fit within the area described by the NPS staff.

203.04 Removing Material. Add the following:

Remove drop inlets and concrete headwalls buried and partially buried in the roadway prior to milling and/or pulverizing. If resetting drop inlets and headwalls, reset prior to paving.

Remove asphalt paved waterways and paved ditch by one of the following methods:

Excavate by digging and/or ripping Pulverize into small fragments as approved by the CO

(a) Concrete Removal by Mechanical Impact Methods. Saw cut approximately ¾ inch deep along all boundaries of repair areas.

Use power-driven hand tools to remove existing concrete with the following restrictions:

(1) Do not use jack hammers heavier than 30 pounds.

Amendment A001 7/11/16

20402-0000 No Pay

SUBEXCAVATION GEOTEXTILE

CUYD SQYD

Northside Drive

A 2017+50 to 2022+00 Lt. & Rt. 867 2,600

A 2022+00 to 2026+00 Rt. 415 1,245

A 2026+00 to 2028+00 Rt. 208 622

A 2036+73 to 2037+62 Lt. & Rt. 118 356

A 2062+00 to 2065+20 Rt. 331 995

A 2077+67 to 2082+50 Lt. & Rt. 931 2,791

A 2092+17 to 2095+71 Rt. 367 1,101

A 2103+60 to 2104+51 Rt. 94 283

A 2297+00 to 2299+00 Rt. 208 622

A 2302+54 to 2304+00 Rt. 152 454

A 2306+00 to 2308+40 Rt. 249 747

A 2308+40 to 2314+00 Lt. & Rt. 1,079 3,236

A 2315+70 to 2316+64 Lt. & Rt. 181 543

A 2325+49 to 2326+18 Lt. & Rt. 133 399

A 2326+18 to 2327+18 Rt. 104 311

A 2327+18 to 2330+00 Lt. & Rt. 543 1,629

A 2330+00 to 2330+33 Lt. & Rt. 64 191

Sentinel Drive

A 47+00 to 51+20 Rt. 435 1,307

6,479 19,432

Pay Item

SCHEDULE A TOTALS

Schedule

SUBEXCAVATION TABULATION

Station to Station Side

30101-0000 50101-0300 50101-0900 50102-0300

AGGREGATE

BASE

REINFORCED

RIDGID PAVEMENT,

6-INCH DEPTH,

TYPE C

SMOOTHNESS/

ROUGHNESS

(EXPOSED

AGGREGATE

REINFORCED

RIDGID PAVEMENT,

8-INCH DEPTH,

TYPE C

SMOOTHNESS/

ROUGHNESS

PLAIN RIDGID

PAVEMENT, 6-INCH

DEPTH, TYPE C

SMOOTHNESS/

ROUGHNESS

TON SQYD SQYD SQYD

Yosemite Village Day Use Area Shuttle Stop, Sheet D8

A 3001+65 to 3003+13 Rt. 43.0 100

Camp 4 Shuttle Stop, Sheet D9

A 2114+17.50 to 2105+63.00 Rt. 37.0 117

Roundabout Truck Apron, Sheet C12

A 3000+00.00 -- 139.0 268

Yosemite Village Day Use Area, Sheet D16

A -- -- 10.6 195 95

West of Lodge, Sheet D23

A -- -- 9.2 324 130

Camp 4, Sheet Sheet D30

A -- -- 16.8 147 100

255.6 666 485 325

RIGID PAVEMENT SUMMARY

Schedule

Pay Item

Location Side

SHEET TOTALS

20220-1000 20301-0200 20302-0400 20302-0500 20303-1600 20303-1600 20303-2300 25125-0000 25126-0000

REMOVAL,

INDIVIDUAL

TREE

REMOVAL OF

BOULDER

REMOVAL OF

CURB,

ASPHALT

REMOVAL OF

CURB,

CONCRETE

REMOVAL OF

PAVEMENT,

ASPHALT

REMOVAL OF

PAVEMENT,

ASPHALT (CURB

INSTALLATION)

(1)

REMOVAL OF

PAVEMENT,

CONCRETE

BOULDER

REMOVE AND

RESET

BOULDER

EA EA LF LF SQYD SQYD SQYD EA EA

A 2095+20 Rt. 207

A 2099+60 Rt. 41

A 2099+80 Lt. 5

A 2101+75 to 2102+65 Rt. 14

A 2107+45 Rt. 13

A 2109+75 Rt. 12

A 2314+00 to 2315+70 Lt & Rt. 416

A 41+68 to 45+17 Lt & Rt. 1,251

A Sentinel Bridge Parking Area Lt. 1,820 Sheet D6

A -- Lt. 280 50 Sheet D1

A 2000+00 to 2000+71 Lt. 65 Sheet D2

A 2000+15 to 2000+27 Rt. 30 83 Sheet D2

A 2000+76 to 2001+64 Rt. 160 Sheet D2

A 2001+23 to 2001+64 Lt. 90 Sheet D2

A -- Rt. 232 Sheet D3

A 2278+90 to 2280+97 Lt. 198 Sheet D4

A -- -- 1,820 Sheet D6

A -- -- 22 Sheet D7

A -- -- 1,640 88 Sheet D23

A -- -- 90 Sheet C21

A -- -- 16

262 315 740 7,170 110 41 5

4 1,069 1,096 2,808 13,591 278 110 50 11

NOTES: (1) 9" Width Assumed

SCHEDULE A TOTALS

Sentinel Drive Parking Area

Sentinel Drive 3R

Sentinel Drive Bus Pad

REMOVALS AND BOULDER SUMMARY

Schedule

Pay Item

Remarks

LOCATION SIDE

Northside Drive, 3R (Cont.)

West of Lodge

SCHEDULE A TOTALS

Pohono Bridge Intersection

Curry Village Intersection

Stoneman Bridge

Hanging Valley Pullout

Obilteration Areas

Schedule ITEM NUMBER ITEM Unit Quantity Remarks

A 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 11

A 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 580

A 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER EACH 680

A 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 370

A 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C EACH 90

A 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 9

A 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 170

A 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 47,600

A 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE (BLACK) LNFT 5,000

A 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 1,100.00

A 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 12,800

A 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 3,760

TEMPORARY TRAFFIC CONTROL SUMMARY

63504-1000

Panel Size

TEMPORARY

TRAFFIC CONTROL,

CONSTRUCTION

SIGNS

(SQFT) (SQFT)

G20-1 "ROAD WORK NEXT XX MILES" 5 36 x 60 15.00 75.00

G20-2a "END ROAD WORK" 5 36 x 18 4.50 22.50

G20-4 "PILOT CAR FOLLOW ME" 2 36 x 18 4.50 9.00

R11-2 "ROAD CLOSED" 2 48 x 30 10.00 20.00

R3-1 NO RIGHT TURN 4 24 x 24 4.00 16.00

R3-2 NO LEFT TURN 4 24 x 24 4.00 16.00

R4-1 "DO NOT PASS" 8 24 x 30 5.00 40.00

W1-3 REVERSE TURN 2 30 x 30 6.25 12.50

W13-1 XX M.P.H. 8 24 x 24 4.00 32.00

W16-2 "500 FT" 6 24 x 18 3.00 18.00

W20-1 "ROAD WORK AHEAD" 5 48 x 48 16.00 80.00

W20-1 "ROAD WORK 1000 FT" 5 48 x 48 16.00 80.00

W20-1 "ROAD WORK 500 FT" 5 48 x 48 16.00 80.00

W20-4 "ONE LANE ROAD AHEAD" 4 48 x 48 16.00 64.00

W20-7a FLAGGER 4 48 x 48 16.00 64.00

W20-7b "BE PREPARED TO STOP" 4 48 x 48 16.00 64.00

W21-1a WORKER 2 48 x 48 16.00 32.00

W21-5 "SHOULDER WORK" 2 48 x 48 16.00 32.00

W4-2 LANE REDUCTION 2 36 x 36 9.00 18.00

W5-1 "ROAD NARROWS" 2 48 x 48 16.00 32.00

W6-3 TWO WAY TRAFFIC 4 36 x 36 9.00 36.00

W8-1 "BUMP" 2 36 x 36 9.00 18.00

W8-11 "UNEVEN LANES" 2 36 x 36 9.00 18.00

W8-12 "NO CENTER LINE" 4 36 x 36 9.00 36.00

W8-3 "PAVEMENT ENDS" 2 30 x 30 6.25 12.50

W8-7 "LOOSE GRAVEL" 2 30 x 30 6.25 12.50

W8-9a "SHOULDER DROP-OFF" 2 30 x 30 6.25 12.50

-- ADDITIONAL SIGNS AS REQUIRED 147.50

Project Total 1,100.00

CONSTRUCTION SIGNING TABULATION

Pay Item

MUTCD

REFERENCE

"LEGEND"/MESSAGE

NUMBER OF

SIGNS

DIMENSIONS

60201-0100 61101-0000

4-INCH PIPE

CULVERT

(SLEEVE)

WATER SYSTEM

(IRRIGATION)

LNFT LMSP

Yosemite Village Day Use Area, Sheet U14

A -- -- 1,050 All

1,050 AllSCHEDULE A TOTALS

IRRIGATION TABULATION

SideLocation

Pay Item

Schedule

20301-0900 60201-0400 60407-0000 61102-1600 61106-0000 61114-1500 61202-0400 61202-0400 61203-0000 62303-1000 63601-3000 63610-1600 63610-1600 63610-2800 63621-1000 63621-1000 63621-1000

REMOVAL

OF FIRE

HYDRANT

12-INCH

PIPE

CULVERT

CAPPING

INLETS AND

MANHOLES

2-INCH

WATERLINE

, COPPER

FIRE

HYDRANT

WATER

SYSTEM

ACCESSOR

Y, TIE-IN

6-INCH

SEWER

LINE,

PLASTIC

8-INCH

SEWER

LINE,

PLASTIC

(10-INCH)

MANHOLE,

SANITARY

SEWER

SPECIAL

LABOR, HIRED

TECHNICAL

SERVICES

(ELECTRICAL

CONSULTANT)

SYSTEM

INSTALLATIO

N, ELECTRICAL

(TRANSFORME

R/ SWITCH

GEAR

CONDUIT,

2-INCH,

PVC

CONDUIT,

2-INCH,

PVC

(SCHED 80)

CONDUIT,

4-INCH,

PVC

UTILITY BOX,

PULLBOX

(24"x16"x12")

UTILITY BOX,

PULLBOX

(24"x24"x24")

UTILITY BOX,

PULLBOX

(ELECTRICAL)

EACH LNFT EA LNFT EACH EACH LNFT LNFT EACH LPSM LPSM LNFT LNFT LNFT EACH EACH EACH

Northside Drive, 3R, Sheet C10

A 2335+30 Lt. & Rt. 120 2

Yosemite Village Day Use Area, Sheet U1

A -- -- 1 1 17 2 3 125 2 ALL ALL 478 5

Yosemite Village Day Use Area, Sheet D36

A -- -- 545 9

West of Lodge, Sheet U2

A -- -- 1 1 1

Sanitary Sewer Relocation, Sheet U3

A -- -- 532 2

Camp 4, Sheet U4

A -- -- 45 636 3 45

2 45 1 17 3 4 761 532 7 ALL ALL 545 120 523 9 2 5SCHEDULE A TOTAL

Schedule

UTILITY SUMMARY

SideLocation

Pay Item