Amendment A004.pdf

A - 10

A0430 30201-2000 ROADWAY AGGREGATE, METHOD 2 (RECYCLED ASPHALT)

310 CUYD $____________ $____________

A0440 30202-2000 ROADWAY AGGREGATE, METHOD 2

19,250.0 TON $____________ $____________

A0450 30202-2100 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE

560.0 TON $____________ $____________

A0460 30301-3000 SHOULDER AND DITCH RECONDITIONING

7.440 MILE $____________ $____________

A0470 30301-6000 ROADWAY RECONDITIONING

0.284 MILE $____________ $____________

A004 A0471 30303-1000 ROADBED RECONDITIONING

1,950 SQYD $____________ $____________

A0480 30401-1300 FULL DEPTH RECLAMATION, METHOD 1, 6-INCH DEPTH

11.600 MILE $____________ $____________

A0490 30402-1300 FULL DEPTH RECLAMATION, METHOD 1, 6-INCH DEPTH

17,000 SQYD $____________ $____________

A004 A0500 30701-0000 CEMENT TREATED AGGREGATE COURSE

1,950 SQYD $____________ $____________

A0520 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

35,500.0 TON $____________ $____________

A0530 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

354.5 TON $____________ $____________

A0550 40601-0000 FOG SEAL

125.0 TON $____________ $____________

A0560 41102-1000 PRIME COAT, METHOD 1

184,000 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA NPS YOSE 17(4) & 941(1)

Project Name:Tuolumne Meadows Parking

A004 08/26/2020

A - 11

A0570 41105-0000 BLOTTER

1,380.0 TON $____________ $____________

A0580 41201-0000 TACK COAT

125.0 TON $____________ $____________

A0590 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

405 SQYD $____________ $____________

A0600 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

2,160 SQYD $____________ $____________

A0610 55222-0000 REPAIR CONCRETE (BRIDGE DECK AND JOINTS)

ALL LPSM $___LPSM_____ $____________

A0620 60101-0000 CONCRETE (HEADWALL/WINGWALLS)

30 CUYD $____________ $____________

A0630 60101-0000 CONCRETE (STAIRS)

1.0 CUYD $____________ $____________

A0640 60110-0000 CONCRETE COLORING AGENT

58,400 LB $____________ $____________

A0650 60201-0600 18-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC COATED)

920 LNFT $____________ $____________

A0660 60201-0800 24-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC COATED)

300 LNFT $____________ $____________

A0670 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

(CORRUGATED METAL PIPE, POLYMERIC COATED)

460 LNFT $____________ $____________

A0680 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

(CORRUGATED METAL PIPE, POLYMERIC COATED)

42 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA NPS YOSE 17(4) & 941(1)

Project Name:Tuolumne Meadows Parking

A - 12

A0690 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (POLYMERIC COATED)

40 EACH $____________ $____________

A0700 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (POLYMERIC COATED)

5 EACH $____________ $____________

A0710 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT (POLYMERIC COATED)

18 EACH $____________ $____________

A0720 60211-1000 END SECTION FOR 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT (POLYMERIC COATED)

4 EACH $____________ $____________

A0730 60220-0290 4 FEET SPAN, 2 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT

74 LNFT $____________ $____________

A0740 60220-3000 10 FEET SPAN, 5 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

74 LNFT $____________ $____________

A0750 60403-1900 INLET, FLH TYPE 6B

3 EACH $____________ $____________

A0760 60404-1000 CATCH BASIN, FLH TYPE 1

3 EACH $____________ $____________

A0770 60405-0000 MANHOLE ADJUSTMENT

40 EACH $____________ $____________

A0780 60406-0000 INLET ADJUSTMENT

4 EACH $____________ $____________

A0790 60409-0100 INLET TOP, METAL FRAME AND GRATE, FLH TYPE A

6 EACH $____________ $____________

A0800 60409-0800 INLET TOP, METAL FRAME AND GRATE , FLH TYPE 6B

3 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA NPS YOSE 17(4) & 941(1)

Project Name:Tuolumne Meadows Parking

A - 13

A0810 60409-1000 INLET TOP, CONCRETE (SPECIAL)

12 EACH $____________ $____________

A0820 60501-0000 STANDARD UNDERDRAIN SYSTEM

550 LNFT $____________ $____________

A0830 60526-0000 DRAINAGE CHASE

140 LNFT $____________ $____________

A0840 60704-0000 CLEANING CULVERT IN PLACE

30 EACH $____________ $____________

A0850 60901-0600 CURB, CONCRETE, 8-INCH DEPTH

15 LNFT $____________ $____________

A0860 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

77,225 LNFT $____________ $____________

A0870 60906-1000 GUTTER, CONCRETE (5-INCH DEPTH)

490 SQYD $____________ $____________

A0880 60908-1000 PAVED DITCH, ASPHALT

9,580 SQYD $____________ $____________

A0890 60920-0000 RESET WHEELSTOP (WOODEN)

24 EACH $____________ $____________

A0900 61102-2100 3-INCH WATERLINE, COPPER (HDPE)

220 LNFT $____________ $____________

A0910 61104-0400 VALVE, GATE (3-INCH)

1 EACH $____________ $____________

A0920 61105-0000 VALVE BOX

1 EACH $____________ $____________

A0930 61202-0400 6-INCH SEWER LINE, PLASTIC (SDR 11 HDPE)

195 LNFT $____________ $____________

A0940 61203-0000 MANHOLE, SANITARY SEWER

3 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA NPS YOSE 17(4) & 941(1)

Project Name:Tuolumne Meadows Parking

A - 14

A0950 61207-0000 CLEANOUT (END OF PIPE)

1 EACH $____________ $____________

A0960 61501-0100 SIDEWALK, CONCRETE (5-INCH DEPTH w/ THICKENED EDGE)

860 SQYD $____________ $____________

A0970 61501-0100 SIDEWALK, CONCRETE (5-INCH DEPTH)

600 SQYD $____________ $____________

A0980 61501-0100 SIDEWALK, CONCRETE (5-INCH DEPTH w/ THICKENED EDGE, EXPOSED

AGGREGATE FINISH)

2,900 SQYD $____________ $____________

A0990 61504-1000 ACCESSIBILITY RAMP, CONCRETE

75.0 SQYD $____________ $____________

A1000 61509-0000 DETECTABLE WARNING PANELS (CAST IRON)

21.0 SQYD $____________ $____________

A1010 61902-1800 GATE, METAL, 24 FEET WIDTH

2 EACH $____________ $____________

A1020 62002-0000 STONE MASONRY

10 SQYD $____________ $____________

A1030 62002-0800 CLASS B MASONRY, COURSE POINTED FINISH

46 SQYD $____________ $____________

A1040 62002-1000 CLASS B MASONRY, ROCK FACE FINISH

85 SQYD $____________ $____________

A1050 62011-0300 STONE MASONRY HEADWALL FOR 18-INCH PIPE CULVERT

7 EACH $____________ $____________

A1060 62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL

27 EACH $____________ $____________

A1070 62031-0000 REPOINT STONE MASONRY

75 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA NPS YOSE 17(4) & 941(1)

Project Name:Tuolumne Meadows Parking

A - 15

A1080 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A1090 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

40 HOUR $____________ $____________

A1100 62201-0800 WHEEL LOADER, 0.7 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

A1110 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

A1120 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.0 CUBIC YARD MINIMUM

CAPACITY WITH THUMB ATTACHMENT

40 HOUR $____________ $____________

A1130 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

A1140 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

A1150 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

A1160 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

650 SQYD $____________ $____________

A1170 62510-2000 SEEDING, HYDRAULIC METHOD

30.5 ACRE $____________ $____________

A1180 62515-2000 MULCHING, HYDRAULIC METHOD

30.5 ACRE $____________ $____________

A1190 63301-0000 SIGN SYSTEM

84 EACH $____________ $____________

A1200 63308-0000 OBJECT MARKER

380 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA NPS YOSE 17(4) & 941(1)

Project Name:Tuolumne Meadows Parking

A - 16

A1210 63309-1000 DELINEATOR, TYPE SNOW POLE

500 EACH $____________ $____________

A1220 63314-0000 RUMBLE STRIP (CENTERLINE)

6.750 MILE $____________ $____________

A1230 63315-0000 RUMBLE STRIP (TRANSVERSE)

23.5 SQYD $____________ $____________

A1240 63317-1000 REMOVE AND RESET SIGN

4 SQYD $____________ $____________

A1250 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

5,200 LNFT $____________ $____________

A1260 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

102.000 MILE $____________ $____________

A1270 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

3.000 MILE $____________ $____________

A1280 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B, WORD MESSAGE)

45 EACH $____________ $____________

A1290 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

10 EACH $____________ $____________

A1300 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

10 EACH $____________ $____________

A1310 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

28 EACH $____________ $____________

A1320 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

500 EACH $____________ $____________

A1330 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

500 EACH $____________ $____________

A1340 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA NPS YOSE 17(4) & 941(1)

Project Name:Tuolumne Meadows Parking

A - 17

A1350 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

40 EACH $____________ $____________

A1360 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

40 EACH $____________ $____________

A1370 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

6 EACH $____________ $____________

A1380 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE (BLACK)

12,000 LNFT $____________ $____________

A1390 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

1,500.00 SQFT $____________ $____________

A1400 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

24.046 MILE $____________ $____________

A004 A1410 63507-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

5,400.0 DAY $____________ $____________

A004 A1411 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

5,400 HOUR $____________ $____________

A004 A1420 63507-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,350.0 DAY $____________ $____________

A004 A1421 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,350 HOUR $____________ $____________

A1430 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

4 EACH $____________ $____________

A1440 63610-1600 CONDUIT, 2-INCH, PVC

850 LNFT $____________ $____________

A1450 63610-2800 CONDUIT, 4-INCH, PVC

370 LNFT $____________ $____________

A1460 63621-5000 UTILITY BOX, CONCRETE (3x5x6 VAULT)

2 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA NPS YOSE 17(4) & 941(1)

Project Name:Tuolumne Meadows Parking

A - 18

A1470 63621-5000 UTILITY BOX, CONCRETE (2x3x3 VAULT)

4 EACH $____________ $____________

A1480 63622-0000 UTILITY TRENCH (POWER AND COMMUNICATIONS)

670 LNFT $____________ $____________

A1490 64620-0000 REMOVE AND RESET (BEAR BOX)

7 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA NPS YOSE 17(4) & 941(1)

Project Name:Tuolumne Meadows Parking

A004 08/26/2020

A0110 15401-0000 CONTRACTOR TESTING (GOVERNMENT FURNISHED LAB)

BID ALTERNATE ITEM - SEE PAGE A-4 ALL LPSM $__________ $___________

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Tioga Road & Tuolumne Meadows Parking PMIS No. 174171 & 235881

Section 302. — MINOR CRUSHED AGGREGATE

Construction Requirements

302.04 Placing Crushed Aggregate.

(a) Roadway Aggregate. Add the following before the first sentence:

Use pulverized and/or crushed existing asphalt material meeting the requirements of Subsection 304.05 before importing any roadway aggregate material.

Measurement

302.07 Add the following:

Measure pulverized and crushed asphalt incorporated as roadway aggregate outside the limits of full depth reclamation, under pay item 30201-2000, Roadway Aggregate, Method 2 (Recycled Asphalt).

Section 303. — ROAD RECONDITIONING

Construction Requirements

303.03 Ditch Reconditioning. Add the following:

Also perform work as shown on the plans.

303.04 Shoulder Reconditioning. Add the following:

Also perform work as shown on the plans.

303.05 Roadbed Reconditioning. Delete the text and substitute the following:

Scarify existing pavement and base course to a depth of 8 inches and remove rocks larger than 3 inches. Perform Full Depth Reclamation in accordance with Section 304. Expose subgrade below pulverized material. Scarify surface (subgrade) to a depth of 8 inches. Remove rocks larger than 3 inches from scarified subgrade. Remove other irregularities and shape to a uniform surface. Compact according to Subsection 204.11. Replace pulverized material.

Section 304. — FULL DEPTH RECLAMATION

Construction Requirements

304.03 General. Add the following:

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A “Job-Mix Formula” meeting the requirements of Section 401, must be approved prior to the start of pulverizing on Tioga Road.

Shape the road to cross slopes as shown on the plans and as approved by the CO. Construct smooth transitions into and out of curves. Remove localized irregularities in cross-slope and roadway width by utilizing excess pulverized material from within the project limits or imported Roadway Aggregate when directed by the CO. Removal, loading, hauling, stockpiling and placement of pulverized material may be required.

Do not leave any portion of the pulverized roadway(s) unpaved for more than 14 consecutive days. Place the first lift of Asphalt Concrete Pavement (ACP) within 14 days of pulverizing unless a longer period is approved by the CO. If the ACP cannot be placed on a section of pulverized roadway due to temperature or seasonal restrictions, do not pulverize that section until after the paving restriction is past. Only pulverize what can be paved within 14 days.

Submit a paving sequencing plan for pulverizing for review and approval 7 days prior to start of pulverizing. The schedule must indicate pulverizing and paving sequence such that the pulverized sections are paved within 14 days after pulverizing.

If the roadway is pulverized and not paved within 14 days for any reason, place a 2-inch thick lift of temporary asphalt concrete as per Section 404, to protect the roadway. When work resumes, remove the temporary pavement, and restore the subgrade. Complete this work at no additional cost to the Government.

Contractor is hereby advised that there are numerous steel snow poles that have been installed in the shoulders over the years to identify the edge of the roadway during the winter snow periods.

See Subsection 107.08 for additional information.

304.05 Pulverizing. Delete the last paragraph and substitute the following:

Use the reclaimer to pulverize the existing roadway material, in-place until 100 percent passes the 1 ½-inch (38-millimeter) sieve. Reprocess or remove larger particles and dispose of them according to Subsection 203.05.

Measurement

304.11 Add the following:

Pulverization of existing asphalt paved ditches and curb are incidental to the mainline full depth reclamation pay item.

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Section 307. — RESERVED Delete the section and replace with the following:

Section 307. — CEMENT TREATED AGGREGATE COURSE

Description

307.01 This work consists of furnishing and placing cement treated aggregate course on a prepared surface to the lines, grades and cross sections shown on the project plans. This work also includes:

Scarifying the existing pavement

Removing protruding rocks larger than 3 inches in diameter

After pulverizing (measured and paid for under Section 305), removing the existing pulverized material

Removing the existing subgrade to a depth of 6” and incorporating the subgrade material into the work

Replacing the pulverized material

Provide a mixture attaining a minimum compressive strength of 750 pounds per square inch at seven days, plus an additional two percent cement for erosion resistance. Furnish at least 275 pounds of hydraulic cement per cubic yard, however, the amount of cement in the mix may be reduced when fly ash is added as hereinafter specified.

Material

307.02 Conform to the following Section and Subsections

Cement 701.01 Aggregate 703.18 Flyash 725.04(a)

Construction

307.03 Mix Design: Determine the mix proportions of the aggregate, cement, flyash and moisture. Submit the job mix design with the supporting test results to the CO for approval, prior to incorporating any of the material into the work. Determine the "base" amount of cement by laboratory testing and continue to monitor throughout the duration of the project with modifications as required to meet existing field conditions.

Calculate the percent of cement in the mix by the weight of cement divided by the total weight of the dry compacted cement treated aggregate course.

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Include in the job mix design data the grade of cement, brand of flyash, and the source of aggregate. Submit a new mix design for approval any time a change in materials, or proportioning of the materials, from that given in the approved mix designs are submitted.

307.04 Production Start-Up Procedures. Conduct a preparatory phase meeting at least seven days prior to the start of placement according to Subsection 153.04(a). In addition, be prepared to discuss the following:

(a) Hauling logistics

(b) Placement operations

(c) Control of lift alignment, thickness and compaction processes

(d) Moistening of lifts prior to subsequent lift placement

(e) Curing operations

(f) Cold weather curing procedures, if necessary

307.05 Preparation: Prepare the subgrade and shape the foundation area to lines and grades as shown on the project plans or as directed by the CO in accordance with Section 204.

Immediately prior to placement of the cement treated aggregate course mixture, moisten the subgrade if necessary.

307.06 Mixing: Proportion and mix aggregate, cement and flyash for the mixture in a central mixing plant. Use a plant that either incorporates a batch mixing type using revolving blade, rotary drum mixers, or of the continuous mixing type. Proportion the aggregate, cement and flyash by weight.

Fly ash may be used at the option of the contractor. A maximum of 20 percent of the total weight of cement may be replaced with fly ash.

Proportion the water by weight or volume and by a means where the CO may readily verify the amount of water required per batch or the rate of water flow required for continuous mixing.

Obtain CO approval for modifying the time of adding water, or the points at which it is introduced into the mixer from the approved mix design.

Produce a moisture content of the completed mixture that is uniform and within two percentage points of optimum at the point of delivery to the placement site. Determine the optimum moisture content in accordance with the requirements of AASHTO T134. Add the cement and flyash in such a manner that it is uniformly distributed throughout the aggregate during the mixing operation.

Provide safe, convenient facilities for sampling the cement and flyash in the supply line to the weight hopper or pugmill. Do not exceed the charge in the batch mixer or the rate of feed to the continuous mixer that will permit complete mixing of all of the mix material.

307.07 Batch Mixing: Provide a mixer equipped with a sufficient number of paddles of a type and arrangement to produce a uniformly mixed batch. Provide a mixer equipped with a timing device which will indicate, by a definite audible or visual signal, the expiration of the mixing period, accurate to within two seconds.

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Begin the time of mixing a batch after all ingredients are in the mixer and end the mixing when the mixer is half emptied. Continue mixing until a homogeneous mixture of unchanging appearance is produced, which should not be less than 30 seconds.

Provide batch mixing sampling facilities at the plant which are satisfactory to the CO and which will allow representative samples of the soil cement mixture to be obtained easily and safely.

307.08 Continuous Mixing: Draw aggregate from the storage facility by a feeder or feeders which will continuously supply the correct amount of aggregate in proportion to the cement.

Provide a control system that will automatically close down the plant when the material in any storage facility approaches the strike off capacity of the feed gate. The plant will not be permitted to operate unless this automatic control system is in good working condition.

Provide a feeder for the aggregate that is mechanically or electrically driven.

Provide sampling facilities for continuous mix plants which are satisfactory to the CO, and which will allow representative samples of the aggregate and the soil cement mixture to be obtained easily and safely.

Equip the cement feeder and the aggregate feeders with devices by which the rate of feed can be accurately determined while the plant is in full operation.

307.09 Spreading: Transport mixed materials from the plant to the placement site in approved vehicles and spread the material on a the moistened foundation, or previously completed cement treated aggregate course lift with spreading equipment that will produce layers of the widths and thicknesses that are necessary for compaction to the required dimensions of the completed soil cement lifts. Accomplish spreading by the use of approved spreader boxes or finishing machines. Place each successive lift as soon as practicable after the preceding lift is completed.

Keep all cement treated aggregate course surfaces that will be in contact with succeeding layers of soil cement continuously moist by fog spraying until placement of the subsequent lift. Do not mix and place cement treated aggregate course when the area on which the cement treated aggregate course is to be placed is frozen. Do not mix or place frozen cement treated aggregate course mixture. Mix or place the cement treated aggregate course only when the air temperature is at least 40 degrees F and rising, and not when the temperature is expected to drop below 40 degrees F in the next 24 hours.

307.10 Compaction: Uniformly compact cement treated aggregate course to a minimum of 95 percent of the maximum density. Wheel rolling with only hauling equipment is not an acceptable method of compaction.

At the start of compaction, provide a mixture that is uniform and in loose condition throughout its full depth and has a moisture content as previously specified herein. Do not leave any section undisturbed for longer than 30 minutes during compaction operations. Accomplish compaction of each layer in such a manner as to produce a dense surface free of compaction planes.

Complete compaction within two hours from the time water is added to the mixture. Whenever the contractor's operation is interrupted for more than two hours, scarify the top surface of the

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completed layer to a depth of at least one inch with a spike tooth instrument prior to placement of the next lift. Sweep the surface, after scarifying using a power broom or other method approved by the CO, to completely free the surface of all loose material prior to actual placement of the soil cement mixture for the next lift.

307.11 Finishing: After compaction, shape the cement treated aggregate course, if necessary, to the required lines, grades, and cross sections and rolled to a reasonably smooth surface.

307.12 Curing: Keep permanently exposed surfaces in a continuously moist condition for seven days.

When necessary, protect the cement treated aggregate course from freezing for seven days after its construction.

307.13 Maintenance: Maintain the cement treated aggregate course in good condition until all work is completed and accepted. Maintenance includes immediate repairs of any defects that may occur. Repeat maintenance work as often as necessary. Replace faulty work full depth at no expense to the Government.

307.14 Acceptance: See Table 307-1 for sampling, testing, and acceptance requirements.

Material for cement treated aggregate course will be evaluated under Subsections 106.03 and

106.04. Submit a production certification with each shipment of hydraulic cement. Placement operations will be evaluated under 106.02 and 106.04.

Compressive strength will be evaluated on the following scale. See Table 307-1 for strength requirements. Remove and replace all rejected materials.

Compressive Strength Compressive Strength Pay Factor

750 psi + 1.00

700 psi to 750 psi 0.85

600 psi to 700 psi 0.75

500 psi to 600 psi 0.50

Less than 500 psi Reject / Replace

Measurement

307.15 Measure the Section 307 pay items listed in the bid schedule according to Subsection

109.02. Measure cement treated aggregate course by the square yard of the neat line quantity in the plans.

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Payment

307.16 The accepted quantities will be paid at the contract price per unit of measurement for the Section 307 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

Removal and replacement of the pulverized material and earthwork is subsidiary to the Section 307 pay items.

Performance of the work required to pulverize the existing asphalt, and shape and compact the pulverized material will be performed, accepted, measured and paid for under Section 305.

Payment for cement treated aggregate course will be made at a price determined by multiplying the contract price by the compressive strength pay factor.

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Tioga Road & Tuolumne Meadows Parking PMIS No. 174171 & 235881

Table 307-1, Sampling, Testing and Acceptance Requirements Material or product

Type of Acceptance

Characteristic Category Test Method Specification

Sampling Frequency

Point of Sampling

Split Sample

Reporting Time

Remarks

Source Aggregate Measured and tested for conformance

Process control

Aggregate quality

Gradation

Subsection 703.03

AASHTO

T-27 & T-11

1 per mix design or change in material

2 per day during production

Stockpile

Production stream or stockpile

Yes

Yes

Before production

24 hours

Mix Design Mixture composition

Measured and tested for conformance

All Subsection 307.03

1 per mix design

Stockpile Yes Before production

Production Production of aggregates

Measured and tested for conformance

Gradation

Liquid Limit

Plant scale batching & documentation

AASHTO T-

27 & T-11

AASHTO

R58 & T-89 Method A

Subsections 307.06,

307.07 & 307.08

1 per day or change in material

Every Load

Flowing aggregate stream at batching

Yes During batching

Complete batch ticket for every load

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Tioga Road & Tuolumne Meadows Parking PMIS No. 174171 & 235881

Table 307-1, Sampling, Testing and Acceptance Requirements Material or product

Type of Acceptance

Characteristic Category Test Method Specification

Sampling Frequency

Point of Sampling

Split Sample

Reporting Time

Remarks

Cement Treated Aggregate

Measured and tested for conformance

Process control

Moisture content

Density of compacted soil cement

Compressive Strength

Moisture Content Gradation

AASHTO

T-134

AASHTO T-

ASTM

D1633, Method A

AASHTO T-

AASHTO T-

27 & T-11

1 per load, reduce to every 3rd load after 3 successive passing tests

1 per 500 square yards, but not less than min. 1 per lift

1 per 30 CY but not less than 1 per day and not less than 4 total

2 per day

Point of delivery

In place material after compaction

Discharge stream at point of delivery Production belt or stockpile

No

No

Yes

Yes

Upon completion of test

Upon completion of test

7 days

Upon completion of test

Measured and tested for conformance

Surface tolerance and grade

Directed by the CO

Section 307 Directed by the CO

In place material after compaction

Upon completion

Q)

A M E N D

SUMMARY OF QUANTITIES - Schedule A

Sheet and Description

Line BS - B10 Bll B12 B13 - B16 B17 - B28

Item Pay Item

Pay Item Description Unit No.

Number Drainage Grading Surfacing Pullout Misc.

Summary Summary Summary Summary Tabulations

AOOlO 15101-0000 MOBILIZATION LPSM

A0020 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE MILE 0.809

A0030 15210-3000 CENTERLINE, VERIFICATION AND STAKING MILE 11.508

A0040 15214-2000 SURVEY AND STAKING, RETAINING WALL LPSM All

A0050 15214-3000 SURVEY AND STAKING, PARKING AREA LPSM All

A0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 37

A0070 15215-5000 SURVEY AND STAKING, BOX CULVERT EACH 2

A0080 15216-1000 SURVEY AND STAKING, ROADWAY CROSS-SECTIONS MILE 0.809

A0090 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES MILE 1.620

AOlOO 15301-0000 CONTRACTOR QUALITY CONTROL LPSM

A0110 15401-0000 CONTRACTOR TESTING LPSM

A0120 15501-0000 CONSTRUCTION SCHEDULE LPSM

A0130 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 400

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 2,580

A0150 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 15

A0160 15706-1100 SOIL EROSION CONTROL, INLET PROTECTION TYPE A EACH 38

A0170 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT EACH 2

A0180 15802-0000 WATERING FOR DUST CONTROL LPSM

A0190 20203-0000 SELECTIVE CLEARING (FLUSH CUT AND PRUNING) MILE 11.214

A0200 20205-0000 SELECTIVE CLEARING AND GRUBBING ACRE 3.030

A0210 20207-0000 SELECTIVE CLEARING AND GRUBBING MILE 0.809

A0220 20301-2400 REMOVAL OF SIGN EACH

A0230 20302-0500 REMOVAL OF CURB, CONCRETE LNFT 2,452

A0240 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 5,132

A0250 20303-3000 REMOVAL OF SIDEWALK, ASPHALT SQYD 1,110

A0260 20303-3200 REMOVAL OF SIDEWALK, CONCRETE SQYD 313

A0270 20401-0000 ROADWAY EXCAVATION CUYD 3,404

A0280 20402-0000 SUBEXCAVATION (SHOULDER STABILIZATION) CUYD 44

A0290 20402-0000 SUBEXCAVATION CUYD 1,466

A0300 20435-3000 BACKFILL, CURB CUYD 1,078

A0310 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 22,674

A0320 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 908

A0330 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1 CUYD 350.0

A0340 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 123.6 155.1

A0350 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 53.4

A0360 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 68.8

A0370 25125-0000 BOULDER (RANDOM PLACEMENT) EACH 175

A0380 25125-0000 BOULDER (GRADE CONTROL STRUCTURE) EACH 16

A0390 25126-0000 REMOVE AND RESET BOULDER EACH 928

A0400 25205-1000 ROCK BUTTRESS, MECHANICALLY-PLACED CUYD 61

Milestone: Amendment A004 Amendment Review Date: 08/25/20 Reoort Date: 08/25/20

Estimated

B29 - B38 Quantities

Signing and Bid

Striping Allowance Schedule

Tabulations

ALL

0.809

11.508

ALL

ALL

3 40

0.809

1.620

ALL

ALL

ALL

40 440

252 2,832

5 20

7 45

1 3

ALL

11.214

0.170 3.200

0.809

42 8 50

148 2,600

378 5,510

90 1,200

18 331

171 3,575

16 60

84 1,550

198 3,800

1,126 23,800

42 950

10.0 360.0

14.6 390.0

1.6 55.0

4.2 73.0

5 180

2 18

22 950

9 70

STATE PROJECT

SHEET

NUMBER

CA

CA FTNP/NPS YOSE

B1 17(4) & 941(1)

Remarks and/or Determination of Estimated Quantity

/4' fi12�20

� oFESS/o� I � � TI Ira�<'�

�(!)� �� C,;, � I No. 050864 ) � 1(

Exp. 9/30/21 * o'� li

C/V\\. ��� � OF Cfl..\.\<;;C5

NPS DWG. ND.: 104/168426 NPS PMIS NO. 174171 & 235881

SUMMARY OF QUANTITIES - Schedule A

A Sheet and Description

B8 - B10 B11 B12 B13 - B16 B17 - B28 B29 - B38 Estimated Quantities

STATE

CA

PROJECT

CA FTNP/NPS YOSE

17(4) & 941(1)

SHEET

NUMBER

B2

M Line Pay Item E Item Pay Item Description Unit 1-------+-----+------+-----+------+------+------------t Remarks and/or Determination of Estimated

N No. Number Drainage Grading Surfacing D Summary Summary Summary

A0410 25210-0000 ROCKERY SQFT

A0420 26001-0000 ROCK BOLT LNFT

A0430 30201-2000 ROADWAY AGGREGATE, METHOD 2 (RECYCLED ASPHALT) CUYD 295

A0440 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 14,639.7

A0450 30202-2100 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE TON

A0460 30301-3000 SHOULDER AND DITCH RECONDITIONING MILE 7.231

A0470 30301-6000 ROADWAY RECONDITIONING MILE 0.284

Signing and Pullout Misc. Striping Summary Tabulations Tabulations

4,021

1,965.1 1,043.6

253.6 276.4

Allowance

937.4 30.0

0.209

Bid Schedule

4,200

19,250.0

560.0

7.440 0.284

Quantity

If required at Dog Lake TH

A004 A0471 30303-1000 ROADBED RECONDITIONING )6 SQYD 1,891 59 1,950

A0480 30401-1300 FULL DEPTH RECLAMATION, METHOD 1, 6-INCH DEPTH

A0490 30402-1300 FULL DEPTH RECLAMATION, METHOD 1, 6-INCH DEPTH

A004 '-MWO 307010000 -- _:._:--::--� -�

=• __ :�¥.,c-r::_;6

A0520 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION

ESAL

A0530 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

A0550 40601-0000 FOG SEAL

A0560 41102-1000 PRIME COAT, METHOD 1

A0570 41105-0000 BLOTTER

A0580 41201-0000 TACK COAT

A0590 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

A0600 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

A0610 55222-0000 REPAIR CONCRETE (BRIDGE DECK AND JOINTS)

A0620 60101-0000 CONCRETE (HEADWALL/WINGWALLS)

A0630 60101-0000 CONCRETE (STAIRS)

A0640 60110-0000 CONCRETE COLORING AGENT

A0650 60201-0600 18-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC

COATED)

A0660 60201-0800 24-INCH PIPE CULVERT (CORRUGATED METAL PIPE, POLYMERIC

COATED)

A0670 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

(CORRUGATED METAL PIPE, POLYMERIC COATED)

A0680 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

MILE

SQYD

5Q¥9

TON

TON

TON

SQYD

TON

TON

SQYD

SQYD

LPSM

CUYD

CUYD

LB

LNFT

LNFT

LNFT

11.534 11,647 4,886

31,843.4 2,333.6

318.5 23.5

113.9 6.6

182,339 1,367.0

113.9 6.6

0.066 11.600 467 17,000

1,323.0 35,500.0

12.5 354.5

4.5 125.0

1,661 184,000

13.0 1,380.0

4.5 125.0

396 9 405 2,121 39 2,160

ALL

1 30

0.7 0.3 1.0 40,672 1,170 58,400

30 920

8 300

14 460

40 (CORRUGATED METAL PIPE, POLYMERIC COATED) LNFT 2 42

A0690 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (POLYMERIC COATED) EACH 37

See Sheet C13

See Sheet 54

4 END SECTION FOR 24-INCH PIPE CULVERT (POLYMERIC COATED) EACH 1 5

./Jo, A l 00/25/20

END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR

16 ELLIPTICAL PIPE CULVERT (POLYMERIC COATED) EACH 2 18

QfESS/OAI� -----------------------------+-----+--------------------+--------------------------- � � - :"Y( END SECTION FOR 36-INCH EQUIVALENT DIAMETER ARCH OR I ,.-, � A. FfrQ 0.

I I:::!(:)� ��-'Q 2 ELLIPTICAL PIPE CULVERT (POLYMERIC COATED) EACH 2 4 & �

� I No. 050864 ) �

Milestone: Amendment A004 Amendment Review Date: 08/25/20 Reoort Date: 08/25/20 c� Revise Pay .ltem 3070l-OOOO to 30303-lOOO, Amendment A004

-f( Exp. 9/30/21 )t cP�li £lfil ��� OF CA\.\'(CS co-----------------------------------------------------------------------------------------,N""'P"'"s ""Dw"'G'"'.N"'D,....: ..,.10"""4;.,.,.1""'68""42""6 .....,.,N""'Ps"""p"'MI""s ""'No"'".""17""'41""7""'1&'"'2""3""'5s,,.,..s1

A M E N D

A001

SUMMARY OF QUANTITIES - Schedule A

Sheet and Description

Line BS - B10 Bll B12 B13 - B16 B17 - B28 B29 - B38

Item Pay Item

Pay Item Description Unit No.

Number Drainage Grading Surfacing Pullout Misc.

Signing and

Summary Summary Summary Summary Tabulations Striping

Tabulations

A0730 60220-0290 4 FEET SPAN, 2 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT LNFT 70

A0740 60220-3000 10 FEET SPAN, 5 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT LNFT 70

A0750 60403-1900 INLET, FLH TYPE 6B EACH 2

A0760 60404-1000 CATCH BASIN, FLH TYPE 1 EACH 2

A0770 60405-0000 MANHOLE ADJUSTMENT EACH 36

A0780 60406-0000 INLET ADJUSTMENT EACH 2

A0790 60409-0100 INLET TOP, METAL FRAME AND GRATE, FLH TYPE A EACH 4

A0800 60409-0800 INLET TOP, METAL FRAME AND GRATE, FLH TYPE 6B EACH 2

A0810 60409-1000 INLET TOP, CONCRETE (SPECIAL) EACH 8

A0820 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 480

A0830 60526-0000 DRAINAGE CHASE LNFT 128

A0840 60704-0000 CLEANING CULVERT IN PLACE EACH 27

A0850 60901-0600 CURB, CONCRETE, 8-INCH DEPTH LNFT 10

A0860 60901-1200 CURB, CONCRETE, 14-INCH DEPTH LNFT �\_56-;-tt6 76,634)

A0870 60906-1000 GUTTER, CONCRETE (5-INCH DEPTH) SQYD 476

A0880 60908-1000 PAVED DITCH, ASPHALT SQYD 9,125

A0890 60920-0000 RESET WHEELSTOP (WOODEN) EACH 24

A0900 61102-2100 3-INCH WATERLINE, COPPER (HDPE) LNFT 200

A0910 61104-0400 VALVE, GATE (3-INCH) EACH 1

A0920 61105-0000 VALVE BOX EACH 1

A0930 61202-0400 6-INCH SEWER LINE, PLASTIC (SDR 11 HDPE) LNFT 187

A0940 61203-0000 MANHOLE, SANITARY SEWER EACH 2

A0950 61207-0000 CLEANOUT (END OF PIPE) EACH 1

A0960 61501-0100 SIDEWALK, CONCRETE (5-INCH DEPTH w/ THICKENED EDGE) SQYD 843

A0970 61501-0100 SIDEWALK, CONCRETE (5-INCH DEPTH) SQYD 580

A0980 61501-0100 SIDEWALK, CONCRETE (5-INCH DEPTH w/ THICKENED EDGE, EXPOSED

AGGREGATE FINISH) SQYD 2,839

A0990 61504-1000 ACCESSIBILITY RAMP, CONCRETE SQYD 73.0

AlOOO 61509-0000 DETECTABLE WARNING PANELS (CAST IRON) SQYD 19.8

A1010 61902-1800 GATE, METAL, 24 FEET WIDTH EACH 2

A1020 62002-0000 STONE MASONRY SQYD 7

A1030 62002-0800 CLASS B MASONRY, COURSE POINTED FINISH SQYD 43

A1040 62002-1000 CLASS B MASONRY, ROCK FACE FINISH SQYD 82

A1050 62011-0300 STONE MASONRY HEADWALL FOR 18-INCH PIPE CULVERT EACH 6

A1060 62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL EACH 23

A1070 62031-0000 REPOINT STONE MASONRY SQFT 70

A1080 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR

Milestone: Amendment A004 Amendment Review Date: 08/25/20 (£'Plan sheet clarification, Amendment A001 ) Reoort Date: 08/25/20

Estimated Quantities

Bid Allowance

Schedule

4 74

4 74

1 3

1 3

4 40

2 4

2 6

1 3

4 12

70 550

12 140

3 30

5 15

591 77,225

14 490

455 9,580

20 220

8 195

1 3

17 860

20 600

61 2,900

2.0 75.0

1.2 21.0

3 10

3 46

3 85

1 7

4 27

5 75

STATE PROJECT

SHEET

NUMBER

CA

CA FTNP/NPS YOSE

B2A 17(4) & 941(1)

Remarks and/or Determination of Estimated Quantity

See C Sheets for locations f fi/2512-0 �ofESS!O,t

-4

; �:{ A. Ffo� � 1/;; C, � 0-c3 � � I No. 050864 ) 'sg

Exp. 9/30/21 )f-c.J"� li

C/V\\. ��"'?:-c OF CA\.\,;/J

NPS DWG. ND.: 104/168426 NPS PMIS NO. 174171 & 235881

A

M E N D

A004

A004

A004

A004

SUMMARY OF QUANTITIES - Schedule A

Sheet and Description

Line B8 - B10 Bll B12 B13 - B16 B17 - B28

Item Pay Item

Pay Item Description Unit No.

Number Drainage Grading Surfacing Pullout Misc.

Summary Summary Summary Summary Tabulations

A1090 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH HOUR

AllOO 62201-0800 WHEEL LOADER, 0.7 CUBIC YARD MINIMUM RATED CAPACITY HOUR

A1110 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR

A1120 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.0 CUBIC YARD MINIMUM

CAPACITY WITH THUMB ATTACHMENT HOUR

A1130 62301-0000 GENERAL LABOR HOUR

A1140 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR

A1150 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR

A1160 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH SQYD 615

A1170 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 30.1

A1180 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 30.1

A1190 63301-0000 SIGN SYSTEM EACH

A1200 63308-0000 OBJECT MARKER EACH

A1210 63309-1000 DELINEATOR, TYPE SNOW POLE EACH

A1220 63314-0000 RUMBLE STRIP (CENTERLINE) MILE

A1230 63315-0000 RUMBLE STRIP (TRANSVERSE) SQYD

A1240 63317-1000 REMOVE AND RESET SIGN SQYD

A1250 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT

A1260 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE

A1270 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN MILE

A1280 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B, WORD MESSAGE) EACH

A1290 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW EACH

A1300 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL EACH

A1310 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 28

A1320 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 500

A1330 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER EACH 500

A1340 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 100

A1350 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A EACH 40

A1360 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 40

A1370 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 6

A1380 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE (BLACK) LNFT 12,000

A1390 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 1,500.00

A1400 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS MILE 24.046

-M4M 63597 9599 +EMPGRAR¥ +RAFFIG GGN+RGb, FbAGGER 9A¥ & �

A1411 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 5,400

Af42G 63597 9699 +EMPGRAR¥ +RAFFIG GGN=i=RGb, PibG:i= GAR 9A¥ �

�1421 635Q6-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUJ� 1,350

A1430 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP EACH 4

A1440 63610-1600 CONDUIT, 2-INCH, PVC LNFT 820

Milestone: Amendment A004 Amendment Review Date: 08/25/20 (£ Change Flagger and Pilot Car Pay .Items from Day to Hour unit of measurement, Amendment A004 _J Reoort Date: 08/25/20

B29 - B38

Signing and Striping Allowance

Tabulations

0.4

0.4

72 12

6.553 0.197

23.2 0.3

1 3

5,130 70

101.418 0.582

2.892 0.108

41 4

8 2

9 1

Estimated Quantities

Bid Schedule

30.5

30.5

6.750

23.5

5,200

102.000

3.000

12,000

1,500.00

24.046

5,400

1,350

STATE PROJECT

SHEET

NUMBER

CA

CA FTNP/NPS YOSE

B3 17(4) & 941(1)

Remarks and/or Determination of Estimated Quantity

4 fi12�20

� ofESS/0,t � - '11 I� A.Ffra <%

1/;; (:)� �� 0c c3 � � I No. 050864 ) i 1( Exp. 9/30/21 *

<.P� li

C/V\\. ��""t-

£ OF CA\.\'{C5

NPS DWG. ND.: 104/168426 NPS PMIS NO. 174171 & 235881

A

M

E

N

D

Line

Item Pay Item

Pay Item Description

No.

Number

A1450 63610-2800 CONDUIT, 4-INCH, PVC

A1460 63621-5000 UTILITY BOX, CONCRETE (3x5x6 VAULT)

A1470 63621-5000 UTILITY BOX, CONCRETE (2x3x3 VAULT)

A1480 63622-0000 UTILITY TRENCH (POWER AND COMMUNICATIONS)

A1490 64620-0000 REMOVE AND RESET (BEAR BOX)

Milestone: Amendment A004

Amendment Review Date: 08/25/20

Reoort Date: 08/25/20

SUMMARY OF QUANTITIES - Schedule A

Sheet and Description

B10 B11 B12 - B17 - B28

Unit Drainage Grading Surfacing Pullout Misc.

Summary Summary Summary Summary Tabulations

LNFT 360

EACH 2

EACH 4

LNFT 640

EACH 5

Estimated

B38 Quantities

Signing and Bid

Striping Allowance Schedule

Tabulations

10 370

30 670

2 7

STATE PROJECT

SHEET

NUMBER

CA

CA FTNP/NPS YOSE

B4 17(4) & 941(1)

Remarks and/or Determination of Estimated

Quantity fi/25120

��lo,,v4< I <i; �� A. FRo� <% 1/:i (j � 0-c3 � � I No. 050864 ) 'sg 1( Exp. 9/30/21 lf-

J''1'l) C/V\\.. ��"?:-loF CA\..\'f:G

NPS DWG. ND.: 104/168426 NPS PMIS NO. 174171 & 235881

Pay Item 30202-2000 30301-3000

ROADWAY SHOULDER AND

AGGREGATE, DITCH

Schedule Station to Station Length

METHOD 2 RECONDITIONING

(Note 1) (Note 2)

TON MILE

Tioga Road

A 1564+00 to 1630+00 6,600 906.2 0.932

A 1630+00 to 1675+00 4,500 605.1 0.390

A 1675+00 to 1715+00 4,000 554.3 0.706

A 1715+00 to 1770+00 5,500 755.1 0.716

A 1770+00 to 1820+00 5,000 690.7 0.809

A 1820+00 to 1885+00 6,500 890.6 1.248

A 1885+00 to 1965+00 8,000 1,097.5 1.478

A 1902+25 to 1909+25 700

A 1965+00 to 2010+00 4,500 577.8 0.131

A 2010+00 to 2070+00 6,000 759.1 0.111

A 2070+00 to 2105+00 3,500 443.1 0.092

A 2105+00 to 2173+00 6,800 922.0 0.618

Soda Springs & Tuolumne Stables Roads

A 10+00.00 to 26+28.08 1,628 852.1

A 30+00.00 to 39+57.22 957 1,027.4

30301-6000

ROADWAY

RECONDITIONING

MILE

30303-1000

IA

RECONDITIONING

SQYD

1,891

SURFACING SUMMARY

30401-5300 30402-5300 30201-2000

FULL DEPTH FULL DEPTH ROADWAY

RECLAMATION, RECLAMATION, AGGREGATIE,

METHOD 2, 6- METHOD 2, 6- METHOD 2

INCH DEPTH INCH DEPTH (RECYCLED

(Note 3) (Note 3) ASPHALT)

MILE SQYD CUYD

1.250

0.852

0.758

1.042

0.947

1.231

1.515

0.852

1.136

0.663

1.288

Visitor Center, Visitor Contact Station, Gas Station, Store, Campground Registration, Lem be rt Dome, Dog Lake Trallhead & Gaylor Pit Road

A Visitor Center 917.4 3,718

A Visitor Contact Station 1,445.3

A Gas Station 169.4

A Store (See Note 8) 83.1 2,548 215

A CG Registration (See Note8) 2,584 80

A Lembert Dome 1,228

A Dog LakeTrailhead 843.1 43

A Gaylor Pit Road 1, 100.4 0.284

Schedule A Totals 14,639.7 7.231 0.284 1,891 11.534 10,121 295

Pothole Dome, Pothole East & Wilderness Center

X Pothole Dome 55.2 2,615

X Pothole Dome East 464.0

X Wilderness Center 180.7 3,413

Option X Tota Is 699.9 6,028

Sunrise Lakes Trail head, Old Campgrond, Murphy Creek Picnic Area, Murphy Creek Picnic Area & East Beach y Sunrise Lakes TH 620.3 92 y Old Campground 166.2 1,200 100 y Murphy Creek 734.5 142 101 y Murphy Creek TH (See Note 9) 9 y East Beach 107.6 201

Option Y Totals 1,628.6 1,342 503

Project Totals 16,968.2 7.231 0.284 1,891 11.534 17,491 798

NOTES:

40101-5600

ASPHALT

CONCRETE

PAVEMENT,

GYRATORY MIX,

1/2-INCH OR 3/4-

INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3

TO <3 MILLION

ESAL

(Note 4)

TON

2,746.6

1,900.2

1,653.7

2,289.1

2,071.7

2,709.2

3,331.3

1,959.3

2,636.7

1,537.4

2,855.0

874.0

486.5

1,299.7

871.4

535.5

543.6

206.1

259.8

591.8

484.8

31,843.4

157.0

310.3

878.1

1,345.4

401.7

236.4

549.5

392.3

1,579.9

34,768.7

(1) Tioga Shouldering material. Soda Springs and Tuolumne Stables Base and Shouldering material. Parking Area Base and Shouldering material. Roadway Aggregate unit weight= 139 lbs/cuft.

(2) Do not measure Roadway Shoulder and Ditch Reconditioning where curb, paved ditch or obliteration are proposed on both sides of the roadway

(3) See Typical Sections Tioga Road limits. See Series D Removal Sheets for Parking Area limits.

(4) Asphalt Concrete Pa\ement unit weight= 150 lbs/cufl

(5) Fog Seal application rate at 0.15 gal/sqyd, 8.33 lbs/gal

(6) Blotter application rate at 15 lbs/sqyd

(7) Tack coat application rate at 0.15 gal/sqyd, 8.33 lbs/gal

(8) Assumes material worn pulverizing (Recycled Aggregate Base) is hauled to Soda Springs Road and placed as Roadway Aggregate

(9) Assumes material worn pulverizing (Recycled Aggregate Base) is hauled to Murphy Creek and placed as Roadway Aggregate

(10) Cap all pul-..,rized material (Recyled Aggregate Base) with ACP or Roadway Aggregate. Do not shoulder up with pulverized material.

40105-3000 40601-0000

ANTISTRIP

FOG SEAL

ADDITIVE,

(Note 5)

TYPE 3

TON TON

27.5 10.2

19.0 7.0

16.5 6.1

22.9 8.5

20.7 7.7

27.1 10.0

33.3 12.3

19.6 7.3

26.4 9.8

15.4 5.7

28.6 10.6

8.7 3.2

4.9 1.8

13.0 3.6

8.7 2.4

5.4 1.5

5.4 1.5

2.1 0.6

2.6 0.7

5.9 1.6

4.8 1.8

318.5 113.9

1.6 0.4

3.1 0.9

8.8 2.4

13.5 3.7

4.0 1.5

2.4 0.9

5.5 2.0

3.9 1.5

15.8 5.9

347.8 123.5

'/JS. Add Roadbed Reconditioning Pay Item, Amendment A004

41102-1000 41105-0000

PRIME COAT, BLOTTER

METHOD 1 (Note 6)

SQYD TON

16,276 122.0

11,261 84.0

9,800 73.0

13,565 102.0

12,277 92.0

16,054 120.0

19,741 148.0

11,611 87.0

15,625 117.0

9,110 68.0

16,918 127.0

5,179 39.0

2,883 22.0

5,782 43.0

3,877 29.0

2,383 18.0

2,418 18.0

917 7.0

1,156 9.0

2,633 20.0

2,873 22.0

182,339 1,367.0

698 5.0

1,380 10.0

3,906 29.0

5,984 44.0

2,381 18.0

1,401 11.0

3,256 24.0

2,325 17.0

9,363 70.0

197,686 1,481.0

41201-0000

TACK COAT

(Note 7)

TON

10.2

7.0

6.1

8.5

7.7

10.0

12.3

7.3

9.8

5.7

10.6

3.2

1.8

3.6

2.4

1.5

1.5

0.6

0.7

1.6

1.8

113.9

0.4

0.9

2.4

3.7

1.5

0.9

2.0

1.5

5.9

123.5

Remarks

STATE PROJECT

CA

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

SURFACING

SUMMARY

SHEET

NUMBER

B12

�L __________________________________________________________________________________________________________ ::::::::::::::::::::.... ___ L ______ ,,,,,,,..,.,.,.,.,,..,,.,,....,.,,.,..,.,.,.,.,.,.,......,.,,,.,,.,,,,.,,,.,,.,.,.,,...,.,,,.,.,,,.,..,..,,=,.,,.,J

NPS DWG. NO.: 104/168426 NPS PMIS NO. 174171 & 235881

h h

50'

N

1902+15 Remove & Reset SMH, 1 EA (Outlet)

I 1902+25 to 1909+25

/cement Treated A9f}re-g-ate Caarse, Roadbed Reconditioning, 1,891 SQYD

100'

Tioga Road(i;.

LO

1906+3 18-Inch Pipe Culvert, 38 LF Remove & Reset SMH, 2 EA

Placed Riprap, CL 2, 2.2 CUYD

Scale in Feet

1909+30 18-Inch Pipe Culvert, 14 LF

Remove & Reset Stone Masonry Headwall, 1 EA

·.· 4

N a, ID + "

0 a,..., .-t C'I .-t ti:

1907+15 to 1910+37, RT See Pullout Summary

1910+79 to 1913+79, RT See Pullout Summary

1910+78 to 1913+81, RT Curb, Concrete, 14-Inch Depth

Paved Ditch, Asphalt

STATE

CA

PROJECT

CA FTNP/NPS YOSE

17(4) & 941(1)

1914+89 Repaint Stone

Masonry (Outlet), 15 SQFT

SHEET

NUMBER

C13

Ln .-t C'I .-t

"L---------------------------------------------------------------::-------------------, s!

l i?;

c:, 3;

G c:, h c:, c:, I c:, 0::, c:, c:, L!)

ti:

50' 0 100'

Scale in Feet

1918+38 Remove & Reset SMH, 2 EA Placed Riprap, CL 2, 2.2 CUYD

C) C)

-I-

Tioga Road q;_

"""f

1924+66 to 1927+13, LT Curb, Concrete, 14-Inch Depth

1925+97 Cleaning Culvert In Place, 1 EA

1924+66, LT

R;p,ap Rundown, Type 2

1921+75 to 1924+75 Subexcavation, 533 CUYD

1926+29 to 1927+09, RT Curb, Concrete, 14-Jnch Depth Paved Ditch, Asphalt

1926+07 to 1927+07, RT See Pullout Summary

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

TIOGA ROAD

1900+00 TO 1930+00

(4: Revise Pay Item, Amendment AOO�j

� L _______ f:.�---------------------------�-------------------------------....:;;;-:;:;;;;;;;;:;;;;;;:;;:;:;;;;;;;;:;;;;;;:;;;;;;:;;;;:;:;;;;:;:;;;;:;:;;;_ _____ L.. ____ Nrs'i5wuo.':"'io4Jram""""NirsrMISN1i.'rnmTT:isSEit ~

NPS DWG. NO.: 104/168426 NPS PMIS NO. 174171 & 235881