A004BunkerMitchell.pdf

A-5

Pay Item 15401-0000, Contractor Testing

Bidders must provide prices on two alternative Contractor Testing pay items in two different places in each schedule’s bid tab.

On Page A-6 in Schedule A (and subsequently in Option X) bidders must provide a price for Contractor Testing using a Contractor-furnished field laboratory. As part of Schedule A and Option X, the price for this alternative item will be included in the "Schedule A/X Total" lines on Pages A-16 and A-23 of the Bid Schedule and, therefore, included in the evaluation for award.

Bidders must also provide a stand-alone price on the bottom of Page A-16 (and subsequently in Option X) for the alternative item, Contractor Testing using a Government-furnished field laboratory. This price will not be factored into the evaluation for award. The Government retains the discretion to award a contract which includes either of the alternative Contractor Testing items at the respective bid price.

Pay Item 30801-2000, Roadway Aggregate, Method 2 (Chert Aggregate Surfacing, Imported vs. Onsite)

Bidders must provide prices on two alternative Roadway Aggregate pay items in two different places for the Schedule A bid tab.

On Page A-8 of Schedule A, bidders must provide a price for providing the required Roadway Aggregate expecting to import material once the provided stockpile has been exhausted (see 30801 of the SCR’s). This alternative item will be included in the "Schedule A Total" line on Page A-16 of the Bid Schedule and, therefore, included in the evaluation for award. This item will be awarded if only Schedule A is awarded.

Bidders must also provide a stand-alone price on the bottom of Page A-16 for the alternative item, 30801-2000, Roadway Aggregate, Method 2 (Chert Aggregate Surfacing, Onsite). This item will be used if Option X is awarded. This price will not be factored into the evaluation for award. The Government retains the discretion to award a contract which includes either of the alternative Roadway Aggregate items at the respective bid price.

Amendment A004, December 7 2012

A-5b

PARTNERING

A Partnership recognizes the Government and the Contractor are both responsible and can affect the successful completion of this project. Partnering is a vehicle to ensure the partnership has structure and quality. It recognizes the strengths of each party and uses those strengths to identify and achieve shared goals. One of the primary objectives of Partnering is to facilitate the resolution of disputes in a timely, professional, and non-adversarial manner with the outcome focused on achieving those shared goals.

CFLHD supports the concepts and tenets of Partnering and as such is encouraging the Contractors and it’s subcontractors to establish a Partnering relationship on this project.

A formal Partnering meeting can help facilitate this relationship by helping do document the parties’ common purpose and goals, and ensuring alignment. The goals are mutually agreed upon and address effective and efficient performance within the scope of the contract.

Participation in a formal Partnering meeting is voluntary. Costs of implementing and maintaining the partnership would be agreed to by both parties as described in Subsection 103.05 Partnering of the FP-03. Costs of partnering would be in addition to the contract award amount.

Please indicate your desire to participate in a formal partnering meeting on this project.

(___) We would like to participate in a formal partnering meeting.

(___) We do not want to participate in a formal partnering meeting.

Page A - 6

Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount

A0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0150 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

68.00 STA $____________ $____________

A0200 15210-3000 CENTERLINE, VERIFICATION AND STAKING

122.00 STA $____________ $____________

A0250 15214-2000 SURVEY AND STAKING, RETAINING WALL

ALL LPSM $___LPSM_____ $____________

A0300 15215-1000 SURVEY AND STAKING, APPROACH ROAD

4 EACH $____________ $____________

A0350 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

9 EACH $____________ $____________

A0400 15215-7000 SURVEY AND STAKING, PARKING AREA

4 EACH $____________ $____________

A0450 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

114.00 STA $____________ $____________

A0500 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0550 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0600 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0650 15705-0100 SOIL EROSION CONTROL, SILT FENCE

950 LNFT $____________ $____________

A0700 15705-0300 SOIL EROSION CONTROL, SLOPE DRAINS

950 LNFT $____________ $____________

A0750 15705-1400 SOIL EROSION CONTROL, SEDIMENT LOG

1,450 LNFT $____________ $____________

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 - 7

A0800 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

24,000 LNFT $____________ $____________

A0850 15706-0200 SOIL EROSION CONTROL, CHECK DAM (SEDIMENT LOG)

290 EACH $____________ $____________

A0900 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

33 EACH $____________ $____________

A0950 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

4 EACH $____________ $____________

A1000 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A1050 20101-0000 CLEARING AND GRUBBING

12.0 ACRE $____________ $____________

A1100 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

A1150 20401-0000 ROADWAY EXCAVATION

20,000 CUYD $____________ $____________

A1200 20402-0000 SUBEXCAVATION

500 CUYD $____________ $____________

A1250 20430-1000 SHOULDER, EXCAVATION

17,000 LNFT $____________ $____________

A1300 20441-0000 WASTE (SPECIAL)

12 CUYD $____________ $____________

A1350 20441-0000 WASTE

17,000 CUYD $____________ $____________

A1400 21101-2000 ROADWAY OBLITERATION, METHOD 2

2,750 SQYD $____________ $____________

A1450 25101-2000 PLACED RIPRAP, CLASS 2

80 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

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

Page A - 8

A1500 25101-3000 PLACED RIPRAP, CLASS 3

145 CUYD $____________ $____________

A1550 25101-4000 PLACED RIPRAP, CLASS 4

30 CUYD $____________ $____________

A1600 25302-1000 GABIONS, GALVANIZED OR ALUMINIZED COATED

500 CUYD $____________ $____________

A1650 30302-1000 DITCH RECONDITIONING

4,500 LNFT $____________ $____________

A1700 30306-3500 PULVERIZING, 7-INCH DEPTH

45,500 SQYD $____________ $____________

A1750 30801-2000 ROADWAY AGGREGATE, METHOD 2 (CHERT AGGREGATE SURFACING)

2,100 CUYD $____________ $____________

A1800 30801-2000 ROADWAY AGGREGATE, METHOD 2 (RECYCLED ASPHALT PAVEMENT)

950 CUYD $____________ $____________

A001 A1850 30802-2000 ROADWAY AGGREGATE, METHOD 2 (IMPORT)

10,600 TON $____________ $____________

A004 A1900 40201-2900 HOT ASPHALT CONCRETE PAVEMENT, HVEEM TEST, CLASS B, GRADING B

2,000 TON $____________ $____________

A004 A2000 40201-4700 HOT ASPHALT CONCRETE PAVEMENT, HVEEM TEST, CLASS B, GRADING C

OR E

16,500 TON $____________ $____________

A2100 40205-3000 ANTISTRIP ADDITIVE, TYPE 3

175 TON $____________ $____________

A2200 40401-0000 MINOR HOT ASPHALT CONCRETE

180 TON $____________ $____________

A2250 40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

30 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

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

Project Name:Rehab Bunker and Mitchell Roads

Amendment A004, December 7 2012

Jeremiah.Rogers Typewritten Text

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)

Page A - 10

A3000 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

4 EACH $____________ $____________

A3050 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

4 EACH $____________ $____________

A3100 60231-0000 DISSIPATOR, PIPE

5 EACH $____________ $____________

A3150 60403-0000 INLET (SPECIAL)

9 EACH $____________ $____________

A3200 60404-1000 CATCH BASIN, TYPE 1

2 EACH $____________ $____________

A3250 60405-0000 MANHOLE ADJUSTMENT

26 EACH $____________ $____________

A3300 60406-0000 INLET ADJUSTMENT

2 EACH $____________ $____________

A3350 60409-0000 INLET TOP, METAL GRATE

19 EACH $____________ $____________

A3400 60501-0000 STANDARD UNDERDRAIN SYSTEM

2,050 LNFT $____________ $____________

A3450 60704-0000 CLEANING CULVERT IN PLACE

12 EACH $____________ $____________

A3500 60705-0000 RECONDITIONING DRAINAGE STRUCTURE

17 EACH $____________ $____________

A3550 60706-0000 CLEANING DRAINAGE STRUCTURE

12 EACH $____________ $____________

A3600 60707-0500 LINING 24-INCH PIPE CULVERT

295 LNFT $____________ $____________

A3650 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

275 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

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

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 - 12

A4400 61707-0000 STRUCTURE TRANSITION RAILING

110 LNFT $____________ $____________

A4450 61901-0000 FENCE (POST/CABLE)

2,200 LNFT $____________ $____________

A4500 61901-0550 FENCE, BARB-LESS WIRE (BRIDGE)

450 LNFT $____________ $____________

A004 A4550 61901-2000 FENCE, CHAIN LINK, 72-INCH HEIGHT

555 LNFT $____________ $____________

A004 A4575 61901-2100 FENCE, CHAIN LINK, 96-INCH HEIGHT

200 LNFT $____________ $____________

A4600 61902-0000 GATE (VEHICLE)

3 EACH $____________ $____________

A4650 61902-0000 GATE (PEDESTRIAN)

3 EACH $____________ $____________

A4700 61902-0000 GATE (AUTOMATED)

1 EACH $____________ $____________

A4750 61920-2000 REMOVE AND RESET GATE

1 EACH $____________ $____________

A4800 62201-0150 DUMP TRUCK, 7 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A4850 62201-0400 BACKHOE LOADER, 2 CUBIC F00T MINIMUM RATED CAPACITY BUCKET,

12-INCH WIDTH

40 HOUR $____________ $____________

A4900 62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

A4950 62201-1400 BULLDOZER, 250HP MINIMUM FLYWHEEL POWER

40 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

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

Page A - 13

A5000 62201-2050 ROLLER

20 HOUR $____________ $____________

A5050 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

A5100 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A5150 62201-3500 LOADER, WHEEL, SKID STEER, 40HP MINIMUM

40 HOUR $____________ $____________

A5200 62301-0000 GENERAL LABOR

80 HOUR $____________ $____________

A5250 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

A5300 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

A5350 62510-2000 SEEDING, HYDRAULIC METHOD

4.0 ACRE $____________ $____________

A5400 62515-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

4.0 ACRE $____________ $____________

A5450 62701-0000 SOD

420 SQYD $____________ $____________

A5500 62901-0700 ROLLED EROSION CONTROL PRODUCT, TYPE 2.C

3,700 SQYD $____________ $____________

A5550 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

13,500 SQYD $____________ $____________

A5600 63301-0000 SIGN SYSTEM

66 EACH $____________ $____________

A5650 63301-0000 SIGN SYSTEM (WINDMASTER)

20 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

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

Page A - 14

A5700 63308-0000 OBJECT MARKER

60 EACH $____________ $____________

A5750 63316-1000 REMOVE AND RESET SIGN

27 EACH $____________ $____________

A5800 63316-1000 REMOVE AND RESET SIGN (SPECIAL)

1 EACH $____________ $____________

A5850 63320-0000 SPEED CUSHION (REMOVE AND RESET)

4 EACH $____________ $____________

A5900 63401-0500 PAVEMENT MARKINGS, TYPE C, SOLID

1,800 LNFT $____________ $____________

A5950 63401-1700 PAVEMENT MARKINGS, TYPE I, SOLID

71,500 LNFT $____________ $____________

A6000 63401-1800 PAVEMENT MARKINGS, TYPE I, BROKEN

550 LNFT $____________ $____________

A6050 63401-2100 PAVEMENT MARKINGS, TYPE K, SOLID

5,300 LNFT $____________ $____________

A6100 63403-1000 PAVEMENT MARKINGS, TYPE J

1,600 SQFT $____________ $____________

A6150 63405-0050 PAVEMENT MARKINGS, SYMBOLS , TYPE J

8 EACH $____________ $____________

A6200 63405-1250 PAVEMENT MARKINGS, TYPE C, ACCESSIBILITY SYMBOL

17 EACH $____________ $____________

A6250 63405-3900 PAVEMENT MARKINGS, TYPE J, "STOP" WORD MESSAGE

6 EACH $____________ $____________

A6300 63406-0100 RAISED PAVEMENT MARKER TYPE A

108 EACH $____________ $____________

A6350 63406-0200 RAISED PAVEMENT MARKER TYPE B

925 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

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

Page A - 15

A6400 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

ALL LPSM $___LPSM_____ $____________

A6450 63502-0500 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 2

6 EACH $____________ $____________

A6500 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

6 EACH $____________ $____________

A6550 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

300 EACH $____________ $____________

A6600 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

A6650 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

6 EACH $____________ $____________

A6700 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

1,000 LNFT $____________ $____________

A6750 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

2,650 LNFT $____________ $____________

A6800 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

600 SQFT $____________ $____________

A6850 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

6.0 MILE $____________ $____________

A6900 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

4,500 HOUR $____________ $____________

A6950 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

400 HOUR $____________ $____________

A7000 63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

30 WEEK $____________ $____________

A7050 63601-3100 SYSTEM INSTALLATION, TELEPHONE

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

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

Page A - 16

A7100 63602-6000 SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM

2 EACH $____________ $____________

A7150 63610-2800 CONDUIT, 4-INCH, PVC

3,300 LNFT $____________ $____________

A7200 63621-2000 UTILITY BOX, TELEPHONE PULLBOX

6 EACH $____________ $____________

A7250 63621-3000 UTILITY BOX, JUNCTION BOX

6 EACH $____________ $____________

A7300 63640-0700 RELOCATE ELECTRICAL LINE

ALL LPSM $___LPSM_____ $____________

A7350 64620-0300 REMOVE AND RESET BENCH

1 EACH $____________ $____________

A7400 64620-0600 REMOVE AND RESET TRASH RECEPTACLE

2 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

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

Project Name:Rehab Bunker and Mitchell Roads

Amendment A004, December 7 2012

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.

Jeremiah.Rogers Typewritten Text Schedule A Alternate Bid Item 30801-2000, Roadway Aggregate, Method 2 (Chert Aggregate Surfacing, Onsite from Option X)** $_________________ **See Page A-5 of this Solicitation for an explanation of how to bid this item.

Page A - 17

Contract Quantity Pay Items

20801-0000 STRUCTURE EXCAVATION

20803-0000 STRUCTURAL BACKFILL

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55401-1000 REINFORCING STEEL

Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount

X0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0150 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

17.00 STA $____________ $____________

X0200 15214-2000 SURVEY AND STAKING, RETAINING WALL

ALL LPSM $___LPSM_____ $____________

X0250 15215-1000 SURVEY AND STAKING, APPROACH ROAD

1 EACH $____________ $____________

X0300 15215-7000 SURVEY AND STAKING, PARKING AREA

1 EACH $____________ $____________

X0350 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

33.00 STA $____________ $____________

X0400 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0450 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0500 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0550 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

4,300 LNFT $____________ $____________

X0600 15706-0200 SOIL EROSION CONTROL, CHECK DAM (SEDIMENT LOG)

20 EACH $____________ $____________

X0650 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

4 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

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

Page A - 18

X0700 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

X0750 20101-0000 CLEARING AND GRUBBING

1.5 ACRE $____________ $____________

X0800 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

X0850 20401-0000 ROADWAY EXCAVATION

17,000 CUYD $____________ $____________

X0900 20441-0000 WASTE

8,000 CUYD $____________ $____________

X0950 20466-0000 CONSERVE AND STOCKPILE TOPSOIL

660 CUYD $____________ $____________

X1000 20801-0000 STRUCTURE EXCAVATION

235 CUYD $____________ $____________

X1050 20802-0000 FOUNDATION FILL

145 CUYD $____________ $____________

X1100 20803-0000 STRUCTURAL BACKFILL

8 CUYD $____________ $____________

X1150 25101-2000 PLACED RIPRAP, CLASS 2

15 CUYD $____________ $____________

X1200 25302-1000 GABIONS, GALVANIZED OR ALUMINIZED COATED

230 CUYD $____________ $____________

X1250 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE

1,665 SQFT $____________ $____________

X1300 30802-2000 ROADWAY AGGREGATE, METHOD 2 (IMPORT)

1,600 TON $____________ $____________

X1350 40201-4700 HOT ASPHALT CONCRETE PAVEMENT, HVEEM TEST, CLASS B, GRADING C

OR E

1,500 TON $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

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)

Page A - 20

X2150 60405-0000 MANHOLE ADJUSTMENT

2 EACH $____________ $____________

X2200 60901-2100 CURB, ASPHALT, 4-INCH DEPTH

850 LNFT $____________ $____________

X2250 60901-2300 CURB, ASPHALT, 6-INCH DEPTH

580 LNFT $____________ $____________

X2300 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

380 LNFT $____________ $____________

X2350 60908-1000 PAVED DITCH, ASPHALT

165 SQYD $____________ $____________

X2400 61501-0100 SIDEWALK, CONCRETE

170 SQYD $____________ $____________

X2450 61701-4000 GUARDRAIL SYSTEM SBTB

1,625 LNFT $____________ $____________

X2500 61702-0100 TERMINAL SECTION, TYPE SBT-BAT

3 EACH $____________ $____________

X2550 61702-1400 TERMINAL SECTION, TYPE SBT TANGENT

1 EACH $____________ $____________

X2600 61709-1000 REMOVE AND RESET, POST (UTILITY POLE)

3 EACH $____________ $____________

X2650 61805-0000 RESET BARRIER

125 LNFT $____________ $____________

X2700 61901-1400 FENCE, CHAIN LINK, 36-INCH HEIGHT

210 LNFT $____________ $____________

X2750 61901-2000 FENCE, CHAIN LINK, 72-INCH HEIGHT

1,750 LNFT $____________ $____________

X2800 62201-0150 DUMP TRUCK, 7 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

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

Page A - 21

X2850 62201-0400 BACKHOE LOADER, 2 CUBIC F00T MINIMUM RATED CAPACITY BUCKET,

12-INCH WIDTH

20 HOUR $____________ $____________

X2900 62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

20 HOUR $____________ $____________

X2950 62201-1400 BULLDOZER, 250HP MINIMUM FLYWHEEL POWER

20 HOUR $____________ $____________

X3000 62201-2050 ROLLER

20 HOUR $____________ $____________

X3050 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

20 HOUR $____________ $____________

X3100 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

X3150 62201-3500 LOADER, WHEEL, SKID STEER, 40HP MINIMUM

20 HOUR $____________ $____________

X3200 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

X3250 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

20 HOUR $____________ $____________

X3300 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

20 HOUR $____________ $____________

X3350 62510-2000 SEEDING, HYDRAULIC METHOD

1.2 ACRE $____________ $____________

X3400 62515-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

1.2 ACRE $____________ $____________

X3450 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

2,800 SQYD $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

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

Page A - 22

X3500 63301-0000 SIGN SYSTEM

10 EACH $____________ $____________

X3550 63301-0000 SIGN SYSTEM (WINDMASTER)

20 EACH $____________ $____________

X3600 63308-0000 OBJECT MARKER

5 EACH $____________ $____________

X3650 63316-1000 REMOVE AND RESET SIGN

5 EACH $____________ $____________

X3700 63401-1700 PAVEMENT MARKINGS, TYPE I, SOLID

6,500 LNFT $____________ $____________

X3750 63401-1800 PAVEMENT MARKINGS, TYPE I, BROKEN

170 LNFT $____________ $____________

X3800 63405-0050 PAVEMENT MARKINGS, SYMBOLS

8 EACH $____________ $____________

X3850 63405-3700 PAVEMENT MARKINGS, TYPE J, TURN ARROW

6 EACH $____________ $____________

X3900 63405-3750 PAVEMENT MARKINGS, TYPE J, STRAIGHT ARROW

2 EACH $____________ $____________

X3950 63405-3850 PAVEMENT MARKINGS, TYPE J, "ONLY" WORD MESSAGE

2 EACH $____________ $____________

X4000 63405-3900 PAVEMENT MARKINGS, TYPE J, "STOP" WORD MESSAGE

1 EACH $____________ $____________

X4050 63502-0500 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 2

3 EACH $____________ $____________

X4100 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

3 EACH $____________ $____________

X4150 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

65 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

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

Page A - 23

X4200 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

3 EACH $____________ $____________

X4250 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

3 EACH $____________ $____________

X4300 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

1,100 LNFT $____________ $____________

X4350 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

660 LNFT $____________ $____________

X4400 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

230 SQFT $____________ $____________

X4450 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

0.3 MILE $____________ $____________

X4500 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

880 HOUR $____________ $____________

X4550 63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

25 WEEK $____________ $____________

X4600 63610-2800 CONDUIT, 4-INCH, PVC

1,160 LNFT $____________ $____________

X4650 63621-1000 UTILITY BOX, PULLBOX

2 EACH $____________ $____________

X4700 64603-0300 FIXTURE, BENCH

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

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

Project Name:Rehab Bunker and Mitchell Roads

Amendment A004, December 7 2012

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.

Page A - 24

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(Page A - 6)

Schedule X - Option(Page A - 17)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

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

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

Bunker and Mitchell Roads / Alexander Avenue August 21, 2012 December 7, 2012 PMIS No. 88834 / 172240

SPECIAL CONTRACT REQUIREMENTS

The following Special Contract Requirements amend and supplement the Standard Specifications for Construction of Roads and Bridges, on Federal Highway Projects (FP-03) U.S. Customary Version, U.S. Department of Transportation, Federal Highway Administration.

Section 101. – TERMS, FORMAT, AND DEFINITIONS

101.03 Abbreviations. Add the following:

US Customary symbols.

A — ampere electric current

ac. — acre Area BTU — British Thermal Unit Energy

cu. in. or in3 — cubic inches Volume

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

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

fl. oz. — fluid ounces Volume

ft. or ' — foot or feet Length gal. or GAL — gallon Volume H — Henry Inductance

hr. or HR — hour Time Hz — hertz (s-1) Frequency

in. or " inch or inches Length K — kelvin Temperature lb or LB, lbs — pound, pounds Mass Lbf — pound-force Force lnft or LNFT linear foot Length

mi. — miles Length min. or m — minute Time min. or ' — minute plane angle ºF — degrees Fahrenheit Temperature

oz. — ounces Mass Psi — pounds/square inch Pressure Q — cubic feet/second flow rate sec. or s — second Time sec. or " — second plane angle

sq. in. or in2 — square inches Area

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

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sq. yd., sy, yd2 or SQYD — square yards Area Sta. — station Length T — short ton (2000 lbs) Mass V — volt (W/A) electric potential W — watt (J/s) Power YD — yard or yards Length Ω — ohm V/A electric resistance

101.03(a) Acronymns. Add the following:

EEBACS — Engineer’s Estimating, Bidding, Award, and Construction System.

101.04 Definitions.

EEBACS — Engineer’s Estimating, Bidding, Award, and Construction System. A web-based system used by the Government, Construction Contractors, and Subcontractors on this Government contract to prepare “Inspector’s Daily Record of Construction Operations” (Contractors Daily Reports) and measurement notes (pay notes).

101.04 Definitions.

Roadway Prism Delete the text and substitute the following:

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

Section 103. – SCOPE OF WORK

103.02 Disputes. Delete the Subsection and substitute the following:

103.02 Disputes. Follow the requirements of FAR Clause 52.233-1 Disputes (Alternate I).

When requesting a CO's decision on an interpretation of contract terms for the recovery of increased costs, quantify the amount and, if required by FAR Clause 52.233-1 Alternate I, certify the amount. Include an explanation of the interpretation of contract terms, the contract clause under which the claim is made, all supporting documentation, and adequate cost data to support the amount claimed.

103.03 Value Engineering. Delete the Subsection and substitute the following:

103.03 Value Engineering. Follow the requirements of FAR Clause 52.248-3 Value Engineering-Construction (Alternate I).

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Before undertaking significant expenditures, provide the CO with a written description of the value engineering change proposal (VECP) concept. Within 14 days, the CO will inform the Contractor as to whether the concept appears to be viable or if the concept is unacceptable. If the CO indicates that the concept appears to be viable, prepare and submit the formal VECP proposal.

Section 104. – CONTROL OF WORK

104.03 Specifications and Drawings.

Delete Subsection 104.03(a) and (b) and substitute the following:

(a) Construction drawings. Prepare drawings as necessary to construct the work. Drawings include, but are not limited to, layouts that show the relative position (vertical and horizontal as appropriate) of work to be performed, fabrication details for manufactured items and assemblies, installation and erection procedures, details of post-tensioning and other systems, detailed trench and excavation procedures that conform to OSHA requirements, traffic control implementation drawings, and methods for performing work near existing structures or other areas to be protected.

Show all the drawing dimensions in United States customary units.

Limit drawings to a maximum size of 24 by 36 inches. Include on each drawing and calculation sheet, the project number, name, and other identification as shown in the contract.

Furnish the CO with 5 sets of drawings, an electronic copy of the drawings, and supporting calculations. Drawings will be reviewed in the order they are received. Allow 40 days for CO acceptance of railroad structure drawings and 30 days for acceptance of other structure drawings.

If drawings are returned for revision, the time for acceptance starts over when the drawings are corrected and resubmitted. The CO may request additional specific drawings for unique situations in order to clarify layout, construction details, or methodology. Do not perform work covered by the drawings before the drawings are accepted. Obtain written approval before changing or deviating from the accepted drawings.

(b) Specific requirements for construction drawings.

(1) Furnish drawings for the following:

(a) Site-specific layouts for all wall types and gabion installations;

(b) Gabion and revet mattress details and installation procedures;

(c) Forms and falsework for non-bridge concrete structures less than or equal to 6 feet in height;

(d) Fabrication drawings for bridge railings and parapets;

(e) Fabrication drawings for prestressed members;

(f) Fabrication and installation drawings for expansion joint assemblies;

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(g) Fabrication drawings for bearing assemblies;

(h) Construction joint location and concrete deck placement sequences not shown on the plans;

(i) Erection diagrams for Soil-Corrugated Metal Structure interaction systems (multi-plate structures);

(j) Structural steel fabrication drawings;

(k) Utility hangar details;

(l) Fabrication and installation drawings for precast items; and

(m) Site-specific layouts for rockeries.

(2) Furnish drawings that bear the seal and signature of a professional engineer proficient in the pertinent design field for the following:

(a) Erection plans;

(b) Reinforced soil slopes details;

(c) MSE wall and crib wall details;

(d) Details and installation procedures for proprietary wall systems;

(e) Temporary bridge structures for public use;

(f) Forms, shoring, and falsework for bridges less than or equal to 6 feet in height;

(g) Shoring systems and cofferdams greater than 6 feet in height;

(h) All shoring systems that support traffic loadings;

(i) Forms, shoring, and falsework for all structures greater than 6 feet in height;

(j) Post-tensioning systems;

(k) Ground anchors, soil nail, and rock bolt assembly details, layout, and installation and testing procedures;

(l) Tie back wall details;

(m) Alternate retaining wall details; and

(n) Bridge demolition plans.

(3) Furnish drawings that bear the seal and signature of a professional engineer who is proficient in forms and falsework design and licensed in the state where the project will be constructed for the following:

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(a) Falsework for any structure with a span exceeding 16 feet;

(b) Falsework for any structure with a height exceeding 14 feet; and

(c) Falsework for structures where traffic, other than workers involved in constructing the structure, will travel under the structure.

Add the following:

(c) As-built working drawings. Prepare and furnish as-built working drawings prior to final acceptance. The Government will provide one set of 11 x 17 inch contract drawings to be used exclusively for recording the as-built details of the project. Mark plans on title sheet “As-Built Plans”. Use red ink to record the information described below.

Note all additions or revisions to the location, character and dimensions of the prescribed work shown on the contract drawings. Location changes are to be shown in the same coordinate system used for the staking notes. Strikeout all details shown that are not applicable to the completed work. Check and initial all plan sheets that were incorporated into the completed work without change.

Retain the drawings at the project site and, as work progresses, continuously update them to reflect the as-built details. Submit a copy of the updated as-built drawings at least every 30 days to the CO for review for compliance with these specifications.

As a minimum, show the following information on the as-built drawings:

(1) Title sheet.

(a) Name of contractor.

(b) Name of Project Engineer.

(c) Project completion date.

(d) Revisions to project length.

(e) Revisions to begin and end stations of project.

(f) Revisions to index to sheets.

(g) Strikeout any schedules or options not awarded.

(h) A note stating “All work was constructed as designed unless otherwise noted.”

(2) Typical section(s).

(a) Revisions in dimensions.

(b) Revisions in materials.

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(c) Revisions in station ranges.

(d) Revisions to begin and end stations of project, and length of project.

(e) Revisions to station equations.

(f) Revisions to slope ratio and curve widening tables.

(g) Revisions to any notes.

(3) Summary of quantities and tabulation sheets.

(a) Revisions to all quantities, locations, notes/remarks, including totals.

(b) Strikeout unused pay items.

(c) Revisions to application rates.

(d) Revisions to location, type, end treatments, riprap, skew, on drainage summary.

(4) Control sheets.

(a) Show any control that was removed, destroyed, established, according to subsections 107.02, paragraph 2; 152.02, paragraph 2; and 152.03.

(b) Use a unique naming convention for newly established control points. Do not reuse CFL control point numbers.

(5) Plan and profile and layout sheets.

(a) Revisions to the alignment; grades, elevations and stationing of intersection PIs;

station equations and superelevation.

(b) Major changes in the construction limits; particularly changes requiring additional design, additional right of way, or contract modifications. (Show information on plan and profile, layout sheets, and right of way plans if applicable.).

(c) Changes in permanent rights of way caused by acquisition during construction.

(Show information on plan and profile, layout sheets, and right of way plans if applicable). In addition, annotate any construction completed according to agreements made with landowners during construction.

(d) Revisions in location, type and grade of road approaches.

(e) Revisions in locations of sub-excavation and roadway obliteration.

(f) Location, type and elevation of all constructed or relocated utilities, aerial and underground. Location, type and elevation of utilities not previously or inaccurately mapped, but encountered during construction, indicated as “approximate” or “as mapped”. (Show information on plan and profile and layout sheets and utilities plans if applicable).

(g) Location, size and type of underdrains.

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(h) Location, number and type of horizontal, lateral, trench and blanket drains.

(i) Revisions to culvert diameter, length, type, stationing, skew, riprap and end treatments.

(j) Length of culvert extension, skew, and offset from centerline to the ends of extended culverts.

(k) Channel changes.

(l) Location of monuments and permanent references replaced according to subsection 107.02.

(m) Location, length and type of fencing.

(n) Location, length, stationing and type of walls.

(o) Location, length, stationing and end treatment of roadside design features, including, but not limited to, guardrail, guardwall, signs, fences, gates, etc.

(p) Revisions in location of pavement markings.

(q) Revisions to parking areas or turnouts location.

(r) Revisions in location, type and length of curbs, sidewalks, and accessible ramps.

(s) Revisions to any notes.

(t) Revisions to permanent erosion control measures.

(6) Structural Sheets.

(a) Stationing of bridge ends.

(b) Revisions to footing and seal elevations.

(c) Pile length, size, type and tip elevation.

(d) Modifications and repairs to drilled shafts.

(e) Any changes in plan or dimensions including any major changes in reinforcing.

(7) Standards, Details, and Specials.

Revisions to notes, dimensions, locations, and materials.

No direct payment will be made for preparing and furnishing as-built working drawings. A retention of 1/10th of 1% of payment due will be withheld from project pay estimates if the Contractor has not kept current the designated set of as-built plans. In addition, a retention of 1/10th of 1% of the contract amount paid to date will be withheld at the end of the project until the set of as-built plans has been submitted to and accepted by the Project Engineer. The final completed as-built working drawings must be submitted to and accepted by the Contracting Officer before final acceptance will be granted on the project.

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104.05 Load Restrictions. Delete the Subsection and substitute the following:

104.05 Load Restrictions. Follow the requirements of FAR Clause 52.236-10 Operations and Storage Areas.

Comply with all legal load restrictions when hauling material and equipment on public roads to and from the project. A special permit does not relieve the Contractor of liability for damage resulting from the moving of material or equipment.

Unless otherwise permitted, do not operate equipment or vehicles that exceed the legal load limits over new or existing structures, or pavements within the project except those pavements intended to be removed during the same construction season.

Section 105. – CONTROL OF MATERIAL

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

Transport import material directly from the source to Golden Gate National Recreation Area without intermediary storage or staging. Materials must also be transported and stored such that they will not acquire invasive non-native plant seeds from adjacent vegetation.

Non-native invasive plants, or noxious weeds, are species of plants that do not naturally occur in a particular area and have the potential to spread from their point of introduction into surrounding areas.

Obtain clearance or eradicate non-native plants by;

(1) Provide certification by a county extension agent, agronomist, or other qualified invasive species expert that the source is free from exotic plants as determined by NPS; or

(2) Notify the CO at least 2 weeks before beginning operations at the source or starting crushing to allow for investigation by the NPS for exotic plants. If exotics are found, the CO will determine if the upper portion of the source will need to be stripped or sprayed with a herbicide approved by the CO. If spraying is required, provide a licensed operator to spray according to applicable state regulations. Do not spray any herbicides until approved in writing by the CO. Spraying or stripping of material does not necessarily constitute approval.

(3) If exotic plant clearance is not obtained, heat all material to 300 degrees Fahrenheit to ensure sterilization of any exotic plants before delivery of uncertified material. Do not stockpile the heated material outside the park boundaries prior to delivery. These requirements are waived if the contractor uses a source that meets the requirements stated in items (1) and (2) above.

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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.

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Allow 14 days for approval prior to using any other areas for staging or storing materials and/ or equipment. An asphalt batch plant will not be permitted in the park.

Cover all material stockpiles with a tarp that are left inactive during the rainy season, between November 1 and March 31.

Section 106. – ACCEPTANCE OF WORK

106.01 Conformity with Contract Requirements. Delete the text and substitute the following:

Follow the requirements of FAR Clause 52.246-12 Inspection of Construction.

References to standard test methods of AASHTO, ASTM, GSA, and other recognized standard authorities refer to the methods in effect on the date of solicitation for bids.

Perform all work to the lines, grades, cross-sections, dimensions, and processes or material requirements shown on the plans or specified in the contract.

Incorporate manufactured materials into the work according to the manufacturer’s recommendations or to these specifications, whichever is more strict.

Plan dimensions and contract specification values are the values to be strived for and complied with as the design values from which any deviations are allowed. Perform work and provide material that is uniform in character and reasonably close to the prescribed value or within the specified tolerance range. The purpose of a tolerance range is to accommodate occasional minor variations from the median zone that are unavoidable for practical reasons.

When standard manufactured items are specified (such as fence, wire, plates, rolled shapes, pipe conduits, etc., that are identified by gauge, unit mass, section dimensions, etc.), the identification will be considered to be nominal masses or dimensions. Unless specific contract tolerances are noted, established manufacturing tolerances will be accepted.

The Government may inspect, sample, or test all work at any time before final acceptance of the project. When the Government tests work, copies of test reports are furnished to the Contractor upon request. Government tests may or may not be performed at the work site. If Contractor testing and inspection is verified by the Government, the Contractor’s results may be used by the Government to evaluate work for acceptance. Do not rely on the availability of Government test results for process control.

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

Acceptable work conforming to the contract will be paid for at the contract unit bid price. Four methods of determining conformity and accepting work are described in Subsections 106.02 to

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106.05 inclusive. The primary method of acceptance is specified in each Section of work.

However, work may be rejected at any time it is found by any of the methods not to comply with the contract.

Remove and replace work that does not conform to the contract, or to prevailing industry standards where no specific contract requirements are noted, at no cost to the Government.

(a) Disputing Government test results. If the accuracy of Government test results is disputed, promptly inform the CO. If the dispute is unresolved after reasonable steps are taken to resolve the dispute, further evaluation may be obtained by written request. Include a narrative describing the dispute and a proposed resolution protocol that addresses the following:

(1) Sampling method

(2) Number of samples

(3) Sample transport

(4) Test procedures

(5) Testing laboratories

(6) Reporting

(7) Estimated time and costs

(8) Validation process

If the evaluation requires additional sampling or testing be performed, mutually agree with the Government on witnessing procedures and on sampling and testing by a third party laboratory.

Use a third party laboratory accredited by the AASHTO accreditation program. Provide proof of the laboratory’s accreditation for the test procedures to be used. Do not use the same laboratory that produced the disputed Government test results or that produced the test results used as a basis for the dispute.

The CO will review the proposed resolution protocol and may modify it before final approval and execution.

The Government will use the approved resolution protocol test results to determine the validity of the disputed testing. If the Government test results are validated, the Contractor will be responsible for all costs associated with developing and performing the resolution protocol. If the Government test results are not validated, the Government will be responsible for all costs associated with developing and performing the resolution protocol. If the validity of the Government test results cannot be determined, the Contractor and Government will equally share all costs associated with developing and carrying out the resolution protocol.

(b) Alternatives to removing and replacing non-conforming work. As an alternative to removal and replacement, the Contractor may submit a written request to:

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(1) Have the work accepted at a reduced price; or

(2) Be given permission to perform corrective measures to bring the work into conformity.

The request must contain supporting rationale and documentation. Include references or data justifying the proposal based on an evaluation of test results, effect on service life, value of material or work, quality, aesthetics, and other tangible engineering basis. The CO will determine disposition of the nonconforming work.

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

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