Amendment_A0002.pdf

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

Project No: CA CA FLAP SR 89(1)

Name: Truckee River Bridge CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20301-0700 Line A0400 152 EACH $ $

20301-1500 Line A0420 12 EACH $ $

20301-2200 Line A0440 1 EACH $ $

20301-2400 Line A0460 83 EACH $ $

20302-0300 Line A0480 4,620 LNFT $ $

20302-0700 Line A0500 330 LNFT $ $

20302-1200 Line A0520 110 LNFT $ $

20302-2100 Line A0540 1,960 LNFT $ $

20304-1000 Line A0560 ALL LPSM $

20401-0000 Line A0580 21,000 CUYD $ $

20402-0000 Line A0600 1,000 CUYD $ $

20420-0000 Line A0620 31,500 CUYD $ $

20466-0000 Line A0640 1,500 CUYD $ $

20801-0000 Line A0660 1,030 CUYD (CQ) $ $

20803-0000 Line A0680 310 CUYD (CQ) $ $

20815-0000 Line A0700 ALL LPSM $

20820-0000 Line A0720 ALL LPSM $

21101-1000 Line A0740 4,200 SQYD $ $

25101-2200 Line A0760 40 CUYD $ $

EMBANKMENT CONSTRUCTION

CONSERVE AND STOCKPILE TOPSOIL

STRUCTURE EXCAVATION

REMOVAL OF DELINEATOR

REMOVAL OF LIGHT POLE

REMOVAL OF FENCE

REMOVAL OF GUARDRAIL

REMOVAL OF PIPE CULVERT

REMOVAL OF STRUCTURES AND OBSTRUCTIONS (TRAFFIC SIGNAL SYSTEM AT WYE AND PED SIGNAL)

ROADWAY EXCAVATION

SUBEXCAVATION

REMOVAL OF SIGN AND STONE FOUNDATION

REMOVAL OF SIGN

REMOVAL OF CURB AND GUTTER, CONCRETE

ROADWAY OBLITERATION, METHOD 1

PLACED RIPRAP, METHOD B, CLASS 2

STRUCTURAL BACKFILL

COFFERDAMS (FANNY BRIDGE)

DEWATERING (FANNY BRIDGE DEWATERING)

Amendment A0002 7/8/16

Jeremiah.Rogers Typewritten Text A-7

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Highlight

Jeremiah.Rogers Highlight

Jeremiah.Rogers Highlight

E-29 Schedule A & Option X

CA FLAP SR89(1)

Truckee River Bridge

PRICE ADJUSTMENT COMPENSATION Monthly adjustments will be accrued. The final price adjustment will be paid, or rebated, after completion of all work for each eligible pay item.

The Contractor may request in writing a partial price adjustment payment once every 12 months, or when the unpaid accrued increase exceeds $10,000. The Government will take a rebate when the deductive accrual exceeds $10,000.

No price adjustments will be made for work performed beyond the Government-approved Contract completion date.

The maximum allowable monthly and final price adjustment to the Contractor or rebate to the Government is limited to a (MPPI/BPI) ratio of 1.6 and 0.4, respectively.

109.06 Pricing of Adjustments Add the following

FUEL PRICE ADJUSTMENT PROVISION

GENERAL The Fuel Price Adjustment Provision contained herein provides for a price adjustment in the form of payment to the Contractor or a rebate to the Government for fluctuations in the cost of diesel fuel consumed in the performance of applicable construction work for West Coast/Northwest. The price adjustment provisions are applicable only to contract items listed as eligible pay items in Table 1 below. The price adjustment provisions are also applicable to these eligible pay items when the Government adds extra work to the Contract.

The provision will remain in effect throughout the duration of the contract. Enactment of the Fuel Price Adjustment Provision will only be considered when the increase or decrease in the price of diesel fuel as defined herein exceeds 10 percent.

The Fuel Price Adjustment Provision is intended to reduce but not eliminate the cost effects of price uncertainty to the Contractor and the Government for diesel fuel used in the construction of this contract. It provides for sharing by the Government in a portion of the Contractor’s risk, which could result from unusual price fluctuations. The provision is not intended to compensate the Contractor for normal day-to-day fluctuations and seasonal changes or to serve as a guarantee of full compensation for diesel fuel price fluctuations.

PRICE INDEXES The Government will post a monthly performance price index at:

https://flh.fhwa.dot.gov/business/construction/escalation/cfl/

Gross CARB Ultra Low Sulfur, No. 2 Diesel Fuel using price data obtained from the Oil Price Information Service (OPIS), which publishes a weekly newsletter on the distillate wholesale rack prices for major cities throughout the United States. The OPIS 5-day newsletter average rack price reported for Sacramento San Francisco will be averaged and used to establish a base price index, (BPI), for this project and a monthly performance price index, (MPPI), for the duration of the contract. These indexes are defined as follows:

Amendment A0002 7/8/16

E-30 Schedule A & Option X

CA FLAP SR89(1)

Truckee River Bridge

BASE PRICE INDEX The base price index, BPI, is the price index posted by the Government as determined by arithmetic average, as specified above, shown in the four weekly publications immediately preceding the bid opening. It is as follows:

BASE PRICE INDEX (BPI) FOR GROSS CARB ULTRA LOW SULFUR, NO. 2 DIESEL

FUEL

PER GALLON = $1.21 (not available until after bid opening)

MONTHLY PERFORMANCE PRICE INDEX The monthly performance price index, MPPI, is the monthly price index at the time of performance of applicable work as determined by arithmetic average, as specified above, shown in the four weekly publications issued prior to the last Wednesday of the month (i.e. the monthly performance price index during which diesel fuel is consumed in the performance of applicable construction work).

PRICE ADJUSTMENTS Price adjustments are calculated by the Government are not intended to reflect the Contractor’s actual purchase price. The ratio of the monthly performance price index and the base price index (MPPI/BPI) is calculated and used to determine price adjustments for eligible pay items as follows:

D) No Price Adjustment – When the ratio MPPI/BPI falls within the range of 0.90 to 1.10, no price adjustment will be made for any diesel fuel consumed in construction work performed during the relevant month.

E) Government Rebate – When the ratio MPPI/BPI is calculated to be less than 0.90, the Government is due a rebate determined in accordance with the following formula:

Government Rebate = [0.90 – (MPPI/BPI)] (BPI) (Q) (FUF)

F) Contractor Payment - When the ratio MPPI/BPI is calculated to be greater than 1.10, the Contractor is due additional payment determined in accordance with the following formula:

Contractor Payment = [(MPPI/BPI) – 1.10] (BPI) (Q) (FUF)

The following definitions are applicable to both the Government Rebate and the Contractor Payment formulas:

MPPI = Monthly Performance Price Index for the month during which motor diesel fuel is consumed in the performance of applicable construction work.

BPI = Base Price Index that is established immediately preceding the bid opening.

Q = Quantity of work on the project during the progress payment period for eligible pay items shown in Table 1 below. The Government, to agree with the units associated with the applicable Fuel Usage Factor, will convert work quantities, as necessary.

Sheet and Description

B9-B10 B11 B12-B13 B14 B15-B16 B17-B27 B28-B29 S2, S102

Grading Surfacing Misc. Removals Drainage Permanent Sign

Pavement Marking Structures

Total

PLAN

Quantity ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15206-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING STAKE MILE 1.970 1.970 1.970

A0060 15214-0000 SURVEY AND STAKING, Includes 1 Jellyfish

MISCELLANEOUS(JELLY FISH

WATER QUALITY FEATURE) LPSM ALL

A0080 15214-2000 SURVEY AND STAKING, RETAINING

WALL LPSM ALL

A0100 15215-2000 SURVEY AND STAKING, BRIDGE EACH 2 2 2

A0120 15215-3000 SURVEY AND STAKING, DRAINAGE Includes inlets, STRUCTURE EACH 86 86 86 outlets, and manholes

A0140 15216-2000 SURVEY AND STAKING, GRADE

FINISHING STAKES MILE 3.940 3.940 3.940

A0160 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0180 15401-0000 CONTRACTOR TESTING LPSM ALL

A0200 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0220 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 9,400 9,400 500 9,900

A0240 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 2,700 2,700 150 2,850

A0260 15706-0200 SOIL EROSION CONTROL, CHECK

DAM EACH 16 16 4 20

A0280 15706-1000 SOIL EROSION CONTROL, INLET

PROTECTION EACH 118 118 7 125

A0300 15706-1600 SOIL EROSION CONTROL,

STABILIZED CONSTRUCTION EXIT EACH 5 5 5

A0320 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0340 20101-0000 CLEARING AND GRUBBING ACRE 17.1 17.1 0.5 17.6

A0360 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 308 308 308

A0380 20301-0400 REMOVAL OF BRIDGE EACH 1 1 1

A0400 20301-0700 REMOVAL OF DELINEATOR Includes delineators

EACH 152 152 152 and snow poles.

A0420 20301-1500 REMOVAL OF LIGHT POLE EACH 12 12 12

A0440 20301-1900 REMOVAL OF PIPE CULVERT Includes inlets and outlets

EACH 1,960 1,960 1,960 associated with pipes

A0460 20301-2200 REMOVAL OF SIGN AND STONE

FOUNDATION

EACH 1 1 1 retaining wall.

Includes removal and reset of existing overhead sign at

Lumberyard. Also includes removal and reconstruction of existing

7- Ju l-

1:

A M ge ck o\

TB

G

\T ru m po ld t\

[T ru ck ee

S pe ci al

S pr ea ds he et

.x ls x] S he et

Remarks and/or Determination of Estimated Quantity

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

B1CA FLAP SR 89(1)CA

SHEET

NUMBER

DIST COUNTY ROUTE STATE PROJECTCALTRANS

EA

POST MILES

TOTAL PROJECT

03-3A7601 03 PLA 89 5.9/8.5

Revised July 7, 2016

Sheet and Description

B9-B10 B11 B12-B13 B14 B15-B16 B17-B27 B28-B29 S2, S102

Grading Surfacing Misc. Removals Drainage Permanent Sign

Pavement Marking Structures

Total

PLAN

Quantity ALLOWANCE Bid

Schedule

A0480 20301-2400 REMOVAL OF SIGN EACH 83 83 83

A0500 20302-0300 REMOVAL OF CURB AND GUTTER,

CONCRETE LNFT 4,400 4,400 220 4,620

A0520 20302-0700 REMOVAL OF FENCE LNFT 312 312 18 330

A0540 20302-1200 REMOVAL OF GUARDRAIL LNFT 102 102 8 110

A0550 20302-2100 REMOVAL OF PIPE CULVERT Includes inlets and

2 outlets associated

LNFT 1,960 1,960 1,960 with pipes

A0560 20304-1000 REMOVAL OF STRUCTURES AND Includes all existing

OBSTRUCTIONS (TRAFFIC SIGNAL signal equipment, and

SYSTEM AT WYE AND PED SIGNAL) sign panels on poles

LPSM ALL and mast arms at Wye.

A0580 20401-0000 ROADWAY EXCAVATION CUYD 19,061 19,061 1,939 21,000

A0600 20402-0000 SUBEXCAVATION This quantity is approximate and covers potential

CUYD 1,000 1,000 1,000 subgrade issues.

A0620 20420-0000 EMBANKMENT CONSTRUCTION CUYD 29,826 29,826 1,674 31,500

A0640 20466-0000 CONSERVE AND STOCKPILE TOPSOIL Includes conserving

CUYD 1,119 1,119 381 1,500 forest duff

A0660 20801-0000 STRUCTURE EXCAVATION CUYD 990 990 40 1,030 Contract Quantity

A0680 20803-0000 STRUCTURAL BACKFILL CUYD 300 300 10 310 Contract Quantity

A0700 20815-0000 COFFERDAMS (FANNY BRIDGE) LPSM ALL

A0720 20820-0000 DEWATERING (FANNY BRIDGE

DEWATERING) LPSM ALL

A0740 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 3,765 3,765 435 4,200

A0760 25101-2200 PLACED RIPRAP, METHOD B,

CLASS 2 CUYD 32 32 8 40

A0780 25101-2500 PLACED RIPRAP, METHOD B,

CLASS 5 CUYD 61 758 819 31 850

A0800 25126-0000 REMOVE AND RESET BOULDER Remove and stockpile existing boulders within project area.

Quantity to be field

EACH 303 303 303 verified.

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

7- Ju l-

1:

A M ge ck o\

TB

G

\T ru m po ld t\

[T ru ck ee

S pe ci al

S pr ea ds he et

.x ls x] S he et

2) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

B2CA FLAP SR 89(1)CA

SHEET

NUMBER

DIST COUNTY ROUTE STATE PROJECTCALTRANS

EA

POST MILES

TOTAL PROJECT

03-3A7601 03 PLA 89 5.9/8.5

Revised July 7, 2016