A002BunkerMitchell.pdf

TABLE OF CONTENTS

Notice to Bidders ................................................................................................. A-i to A-iv

Solicitation, Offer, and Award ............................................................................. A-1 to A-3

Basis for Award, Partnering, and Bid Schedule ............................................... A-4 to A-24

Buy American/Hazardous Materials ............................................................... A-25 to A-26

Solicitation Provisions ....................................................................................... B-1 to B-21

Contract Clauses ................................................................................................ C-1 to C-23

Davis Bacon Wage Determination ..................................................................... D-1 to D-44

Division 100 ........................................................................................................ E2- to E-48 Division 150 ...................................................................................................... E48- to E-81 Division 200 .................................................................................................... E-81 to E-101 Division 300 .................................................................................................. E-101 to E-104 Division 400 .................................................................................................. E-105 to E-134 Division 500 .................................................................................................. E-135 to E-152 Division 600 ................................................................................................... E153 to E-176 Division 700 .................................................................................................. E-177 to E-189

Appendices Appendix A .......................................................................... Caltrans Encroachment Permit

Appendix B ...................................................................... GGBHTD Right Of Entry Permit

SPECIAL CONTRACT REQUIREMENTS (SCRs)

The following Special Contract Requirements amend and supplement the Standard Specification for Construction of Roads and Bridges on Federal Highway Projects

Amendment A002, Nov 30, 2012

Page A - 9

A2300 41103-0000 PRIME COAT

68,000 SQYD $____________ $____________

A2350 41105-0000 BLOTTER

575 TON $____________ $____________

A2400 41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

30 TON $____________ $____________

A002 A2450 56302-1000 PAINTING, CONCRETE STRUCTURE

4,750 SQFT $____________ $____________

A2500 60101-0000 CONCRETE

13 CUYD $____________ $____________

A2550 60103-0100 CONCRETE, HEADWALL FOR 18-INCH PIPE CULVERT

1 EACH $____________ $____________

A2600 60103-0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT

1 EACH $____________ $____________

A2650 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT

1 EACH $____________ $____________

A2700 60201-0600 18-INCH PIPE CULVERT

80 LNFT $____________ $____________

A2750 60201-0800 24-INCH PIPE CULVERT

330 LNFT $____________ $____________

A2800 60201-0900 30-INCH PIPE CULVERT

120 LNFT $____________ $____________

A2850 60201-1000 36-INCH PIPE CULVERT

70 LNFT $____________ $____________

A2900 60201-1100 42-INCH PIPE CULVERT

55 LNFT $____________ $____________

A2950 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

4 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA PRA GOGA 104(1) 105(2)

Project Name:Rehab Bunker and Mitchell Roads

Page A - 11

A3700 60901-2300 CURB, ASPHALT, 6-INCH DEPTH

1,650 LNFT $____________ $____________

A3750 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

300 LNFT $____________ $____________

A3800 60906-1000 GUTTER, CONCRETE

225 SQYD $____________ $____________

A3850 60908-1000 PAVED DITCH, ASPHALT

1,400 SQYD $____________ $____________

A3900 60915-1000 WHEELSTOP, CONCRETE

17 EACH $____________ $____________

A3950 60915-2000 WHEELSTOP, TIMBER

421 EACH $____________ $____________

A002 A4000 61108-1000 ADJUST WATER VALVE

20 EACH $____________ $____________

A4050 61501-0100 SIDEWALK, CONCRETE

1,000 SQYD $____________ $____________

A4100 61502-1000 DRIVE PAD, CONCRETE

555 SQYD $____________ $____________

A4150 61505-1000 ACCESSIBILITY RAMP, CONCRETE

1 EACH $____________ $____________

A4200 61701-1250 GUARDRAIL SYSTEM G4, TYPE 2, CLASS A WOOD POSTS

3,800 LNFT $____________ $____________

A4250 61702-0400 TERMINAL SECTION, TYPE G4-CRT

2 EACH $____________ $____________

A4300 61702-0600 TERMINAL SECTION, TYPE FLARED

6 EACH $____________ $____________

A4350 61702-0800 TERMINAL SECTION TYPE TANGENT

5 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA PRA GOGA 104(1) 105(2)

Page A - 19

X1450 40205-3000 ANTISTRIP ADDITIVE, TYPE 3

15.0 TON $____________ $____________

X1500 40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

3 TON $____________ $____________

X1550 41103-0000 PRIME COAT

5,540 SQYD $____________ $____________

X1600 41105-0000 BLOTTER

40 TON $____________ $____________

X1650 41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

3.0 TON $____________ $____________

X1700 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

81 CUYD $____________ $____________

X1750 55401-1000 REINFORCING STEEL

24,899 LB $____________ $____________

A002 X1800 56302-1000 PAINTING, CONCRETE STRUCTURE

2,850 SQFT $____________ $____________

X1850 56901-0000 MICROPILES

485 LNFT $____________ $____________

X1900 56905-0000 MICROPILE LOAD VERIFICATION TEST

1 EACH $____________ $____________

X1950 56906-0000 MICROPILE PROOF LOAD TEST

2 EACH $____________ $____________

X2000 60201-0800 24-INCH PIPE CULVERT

80 LNFT $____________ $____________

X2050 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

1 EACH $____________ $____________

X2100 60231-0000 DISSIPATOR, PIPE

4 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CA PRA GOGA 104(1) 105(2)

E-9

GOGA 104(1) & 105(2) / GOGA 268(2)

Bunker and Mitchell Roads / Alexander Avenue August 21, 2012 PMIS No. 88834 / 172240

Submit samples of materials for quality verification testing for materials required to conform to Sections 703, 704, and 705.

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.

105.02 Material Sources

(b) Contractor-located sources. Add the following to the end of the first paragraph:

For Contractor-located, non-commercial sources, secure environmental clearances according to Subsection 107.10.

The following sources have been tested and are approved for earthen material import to the

GGNRA:

1. Mark West Quarry, 4611 Porter Creek Road, Santa Rosa, CA

2. Stony Point Rock Quarry, 7171 Stony Point Road, Cotati, CA

3. San Rafael Quarry, 1000 Point San Pedro Road, San Rafael, CA. Only ¾-inch diameter or larger material is approved from the San Rafael Quarry.

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:

Equipment and material staging areas will be located in existing disturbed areas within construction limits or previously approved areas. The Contractor may use the following for staging equipment and/or storage of materials:

Smith Road (Maintain a 100-foot buffer from the riparian area near Smith Road or protect with silt fence (Park will flag the boundaries of the riparian area). Install silt fence at the edge of the staging area to delineate and protect.

Fort Cronkhite Dirt Overflow Lot. Use of lot is only permitted after all work is complete at both the Fort Cronkhite Parking Lot and the Fort Cronkhite Annex Parking Lot.

Large parking area/ disturbed area off of Bunker Road west of the Baker-Barry tunnel.

This location also is being used by USGS. All USGS equipment will be required to be protected by Contractor.

Marilyn.Dodson Typewritten Text

E-35

(f) Noise. The following basic control measures to control noise shall be implemented at all construction sites:

Equipment and trucks used for construction shall utilize noise control techniques, including original mufflers, intake silencers, ducts, engine enclosures and acoustically attenuating shields or shrouds;

All equipment and construction vehicles must meet federal standards for the year they were built and must be properly maintained and equipped with exhaust mufflers that meet state standards;

Construction equipment shall not idle for long periods of time;

Impact tools used for construction shall be hydraulically or electrically powered wherever possible to avoid noise associated with compressed air or exhaust from pneumatically powered tools;

When a pneumatically powered tool must be used, an exhaust muffler on the compressed air exhaust shall be used; and

External jackets on the tools shall be used where feasible.

(g) Alexander Avenue EA compliance. The following environmental protections shall be applied to Alexander Avenue (Option X) work.

(1) Limitations on excavated material and debris removal. The contractor shall not exceed the thresholds of significance for criteria air pollutants established by BAAQMD.

See Table 2-4, page 2-6 from the BAAQMD document below:

http://www.baaqmd.gov/~/media/Files/Planning%20and%20Research/CEQA/Draft_BAAQ MD_CEQA_Guidelines_May_2010_Final.ashx?la=en

The contractor shall submit an excavation and haul plan of proposed excavation activities that includes the results of a model of the air pollutant emissions (using the Roadway Construction Emissions Model) to ensure proposed excavation activities do not exceed the thresholds of significance for criteria air pollutants established by BAAQMD. The plan shall be submitted 14 days prior to starting work on Alexander Avenue and also include anticipated haul distances, capacity of haul vehicles, excavation equipment, and production rates per day.

(2) Avoid dust accumulation on mission blue butterfly habitat. The contractor shall ensure that dust is controlled during construction by periodically watering down construction areas within 100 feet of mission blue butterfly habitat as necessary. Habitat will be flagged by NPS. Provide the CO a 14 day notice prior to beginning construction activities on Alexander Avenue to allow for NPS flagging.

(3) Control construction dust. The contractor shall perform the following dust control measures:

E-102

Section 303. – ROAD RECONDITIONING

Material

303.02 Add the following:

Crushed aggregate 703.06

Construction Requirements

303.08 Pulverizing. Delete the text and substitute the following:

Pulverize the existing asphalt pavement and/or base to the width and depth shown in the plans with an approved rotary milling machine to meet the following size requirements according to

AASHTO T27:

Sieve Designation Percent Passing

1 ½ inch 100

1 inch 85 – 100

Place and compact the pulverized material according to Subsection 301.05. Compact each layer to at least 95 percent of maximum density. Determine the inplace density and moisture content according to AASHTO T 310 or ASTM D2950.

Remove and dispose of unsuitable material prior to pulverizing as directed by the CO. Replace unsuitable material with minor crushed aggregate. Perform work according to Section 308.

Clean the compacted surface of all loose material, dirt, or other deleterious substances by approved methods. Correct surface irregularities by scarifying the defective area and reworking the pulverized material. Finish the pulverized surface according to Subsection 301.06.

Section 308. – MINOR CRUSHED AGGREGATE

Description

308.01 Add the following:

Roadway aggregate, method 2 (Chert aggregate surfacing) consists of native reddish chert and similar dark rock materials lacking reflectivity. Obtain this material from the stockpiles at the Smith Road parking area and the Alexander Avenue east side roadway excavation.

E-123

Table 402-5 Type II Pavement Roughness Pay Factors

Percent Improvement (%) Pay Factor (PFrough)

Greater than 60.0 PF = 1.05

58.6 to 60.0 PF = 1.04

57.6 to 58.5 PF = 1.03

56.6 to 57.5 PF = 1.02

55.1 to 56.5 PF = 1.01

49.0 to 55.0 PF = 1.00

48.0 to 48.9 PF = 0.99

47.0 to 47.9 PF = 0.98

46.0 to 46.9 PF = 0.97

45.0 to 45.9 PF = 0.96

44.0 to 44.9 PF = 0.95

43.0 to 43.9 PF = 0.94

42.0 to 42.9 PF = 0.93

41.0 to 41.9 PF = 0.92

40.0 to 40.9 PF = 0.91

38.0 to 39.9 PF = 0.90

36.0 to 37.9 PF = 0.89

35.0 to 35.9 PF = 0.88

34.0 to 34.9 PF = 0.87

33.0 to 33.9 PF = 0.86

31.0 to 32.9 PF = 0.85

25.0 to 30.9 PF = 0.80

10.0 to 24.9 PF = 0.70

Less than 10.0 Correct & Overlay

(d) Type III pavement roughness. Measure the profile of the final pavement surface before placing a surface treatment and within 21 days of completing roadway paving. The localized roughness threshold for Type III pavement roughness is 140 inches per mile. Pay factors from Table 401-5 402-6 will be used in conjunction with the histogram printout from ProVAL’s Smoothness Assurance Analysis. The final pay factor (PFrough) is equal to the sum of the products of the individual pay factors indicated in Table 401-5 402-6 multiplied by ProVAL’s corresponding histogram percentages, divided by 100. The final pay factor (PF(rough)) will be determined to three decimal places. Correct areas of localized roughness in accordance with paragraph (g). Any pavement with an MRI greater than 125 inches per mile is in reject and shall be corrected in accordance with paragraph (g).

E-156

604.08 Acceptance. Add the following:

Drop inlet filters will be evaluated under Subsections 106.02 and 106.03.

Metal grates will be evaluated under Subsections 106.02 and 106.03.

Measurement

Add the following:

604.09 Drop inlet filters are subsidiary to Section 604 inlet items. Do not measure filter for payment.

Removal and disposal of existing grates are subsidiary to Section 604 inlet items. Do not measure removal of existing grates for payment.

Section 607. – CLEANING, RECONDITIONING, AND

REPAIRING EXISTING DRAINAGE STRUCTURES

Add the following Materials subsection:

Materials

607.01A Conform to the following Section and Subsection:

Masonry and Mortar Cement 701.02

Construction Requirements

607.04 Cleaning Culverts in Place. Add the following:

Foreign material shall not be permitted to be washed downstream.

607.06 Reconditioning Drainage Structures. Add the following:

Modify existing drainage structures to allow installation of Item 60409-0000, Inlet Top, Metal Grate.

Add the following Subsection:

607.06A Lining Pipe Culverts.

Line pipe culverts after all other culvert work (extending pipe, constructing headwalls, etc.) has been completed. Clean the culvert of all debris and allow the culvert to dry completely. Use a

E-156a remote- or winch-powered lining machine and supply cement-mortar to the lining machine through high-pressure hoses. Use a cement mixture that provides a 28-day compressive strength of at least 3000 pounds per square inch. Apply the cement-mortar with a uniform thickness no less than 1 inch and no greater than 2 inches by ensuring the lining machine travels through the culvert at a constant rate of speed. At the culvert inlet, finish the edge of the mortar lining to provide a 45 degree beveled transition into the culvert. Dewater and divert stream flow as necessary to prevent washout of the grout lining during placement and the subsequent curing time. Inspect the cured cement-mortar lining using closed-circuit television.

Prior to beginning any work on the site or ordering any materials, for the crossing requiring repair, provide to the CO a plan documenting how this culvert will be repaired. Describe in detail elements of the plan such as material placement, headworks and tailworks site disturbance/ requirements, address how the integrity of the existing pipe will be maintained, and how the inlets/outlets are finished.

Payment

607.09 Add the following:

Payment for modification of existing drainage structures to accommodate Item 60409-0000, Inlet Top, Metal Grate, shall be included in Item 60705-0000, Reconditioning Drainage Structure.

Section 609. – CURB AND GUTTER

Description

609.01 Add the following:

This work consists of constructing paved ditches contiguous to the traveled way.

E-165

Remove and dispose of all roots, stumps and branches larger than 3 inches and rock larger than 12 inches upon completion of spreading. Remove stones or rocks under 12 inches that are not firmly embedded and those that protrude more than 4 inches.

Prior to placing topsoil, scarify soil surfaces.

Once topsoil has been placed on slopes, do not drive any equipment over it.

Measurement

624.06 Delete the subsection and substitute the following:

Do not measure topsoil for payment

Payment

624.07 Delete the subsection and substitute the following:

Payment for preparing and placing topsoil will be made under Item 20401-0000, Roadway Excavation.

Section 625. – TURF ESTABLISHMENT

Materials

625.02 Add the following:

Seed shall be provided by the NPS. Allow two weeks notice to the CO before seeding operations begin.

Construction Requirements

625.03 Turf Establishment Seasons. Delete the first sentence and substitute the following:

Perform all season one seeding between November 15, 2013th and January 15, 2014th. Perform season two seeding after June 1, 2014.

625.09 Protecting and Caring for Seeded Areas. Delete the subsection and substitute the following:

625.09 Protecting and Caring for Seeded Areas. Protect and care for seeded areas including watering when needed. Repair or apply supplemental applications of seed, mulch, fertilizer, and water as many times as needed until turf is established or final acceptance.

Sheet 1 of 3

B1 B42

SUMMARY OF QUANTITIES

(SCHEDULE A)

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CA16

NPS PMIS NO.: 88834 & 172240, NPS DRAWING NO.: 641/106061

CA GOGA 104(1),105(2),268(2)

BUNKER,MITCHELL,ALEXANDER

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B2 B42

SUMMARY OF QUANTITIES

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CA16

NPS PMIS NO.: 88834 & 172240, NPS DRAWING NO.: 641/106061

CA GOGA 104(1),105(2),268(2)

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B5 B42

SUMMARY OF QUANTITIES

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NPS PMIS NO.: 88834 & 172240, NPS DRAWING NO.: 641/106061

CA GOGA 104(1),105(2),268(2)

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B12 B42

REMOVALS SUMMARY

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CA GOGA 104(1),105(2),268(2)

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B42B19

SURFACING SUMMARY

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CA16

NPS PMIS NO.: 88834 & 172240, NPS DRAWING NO.: 641/106061

CA GOGA 104(1),105(2),268(2)

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SURFACING SUMMARY

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CA16

NPS PMIS NO.: 88834 & 172240, NPS DRAWING NO.: 641/106061

CA GOGA 104(1),105(2),268(2)

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B24 B42

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CA16

NPS PMIS NO.: 88834 & 172240, NPS DRAWING NO.: 641/106061

CA GOGA 104(1),105(2),268(2)

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B25 B42

MISCELLANEOUS SUMMARIES

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CA16

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CA GOGA 104(1),105(2),268(2)

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B42 B42

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

16 CA

NPS PMIS NO.: 88834 & 172240, NPS DRAWING NO.: 641/106061

CA GOGA 104(1),105(2),268(2)

BUNKER,MITCHELL,ALEXANDER

Sheet 1 of 1

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U pper

R d

D24D21

EAST, McCULLOUGH, AND

FIELD ROAD PLAN

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16 CA

NPS PMIS NO.: 88834 & 172240, NPS DRAWING NO.: 641/106061

CA GOGA 104(1),105(2),268(2)

BUNKER,MITCHELL,ALEXANDER

P C

.0

P T

.0

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXPPPPPPPPPXXXXXXXXXXXXXXXXXXXXXXXXPPPPP

U

TILITY

PED

ESTA

L

S 38%%d 01’ 11" E L = 8.68’

N 88% d 24’ 06" E

L

27.58’

P T

.4

P C

.0

9PT 279+72.42

230235

291+20290+60 290+80 291+00 291+40

290+40290+20290+00

G12 G12

291+60

L = 150.00’

T = 75.13’

R = 1,026.50’

D = 8%%d 22’ 21" (LT)

PI 290+75.13

Curve = PR_DANES_WALL-1

ALEXANDER AVENUE (OPTION X)

GABION WALL

Existing contours added to this sheet

U.S. CUSTOMARY SPECIAL

T60

636-F

SPECIAL

T60

CONDUIT INSTALLATION

DETAIL

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SHEETS

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CA16

NPS PMIS NO.: 88834 & 172240, NPS DRAWING NO.: 641/106061

CA GOGA 104(1),105(2),268(2)

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SHEETS

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CA16

NPS PMIS NO.: 88834 & 172240, NPS DRAWING NO.: 641/106061

CA GOGA 104(1),105(2),268(2)

BUNKER,MITCHELL,ALEXANDER

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

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ALEXANDER AVENUE

UTILITY PLAN

(OPTION X)

Exp. 06-30-13

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APPENDIX A- Caltrans Encroachment Permit

APPENDIX B

Right-of-Entry Permit

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENU, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: JEREMIAH RODGERS

1:

1. Remove Invitation for Bid "Table of Contents" Page and replace with new "Table of Contents" Page dated Nov. 30, 2012.

2. Remove Invitation for Bid Pages A-9, A-11, and A-19. Replace with attached pages dated Nov. 30, 2012. Bid Items 56302-1000 and 61108-1000 updated.

3. Remove Invitation for Bid Pages E-9, E-35, E-102, E-123, E-156, and E-165. Replace with pages E-9, E-35, E-102, E-123, E-156, E-156a, and E-165dated Nov 30, 2012 Sections 105.02(b), 308.01, 402.16(d), 607, and 625.03 updated.

4. Remove plan sheets B1, B2, B5, B12, B19, B20, B24, B25, B42, D21, G12, T60, and U7 and replace with attached sheets dated Nov. 30, 2012. See sheets for updates.

5. The Caltrans Encroachment Permit has been added as an appendix. Add "Appendix A- Caltrans Encroachment Permit" to the bid package, after the final "E" page.

6. The GGBHTD Right-of-Entry Permit has been added as an appendix. Add "Appendix B- Right-of-Entry Permit" to the bid package, after "Appendix A".

Refer to the Q&A section of CFLHD's website (http://www.cflhd.gov/contracting/construction/advertisedprojects.cfm) under the project name for further information.

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO SF-1442, PAGE A-2, OF THE SOLICITATION)