A003.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

CA ERFO DEVA 11(1)

BONNIE CLARE ROAD

AMENDMENT A003

REVISED 08/14/2018

Section 158. — WATERING FOR DUST CONTROL

Description

158.01 Add the following:

This work also consists of furnishing and applying water to reestablish desert pavement soil crust within the construction limits.

Construction Requirements

158.03 General. Add the following:

Water may be available from Scotty’s Castle water system. The flow rate is approximately 300- 500 gpm.

The water available at Scotty’s Castle can be used for other construction needs on this project.

The amount of water allocated to this project is limited to 30,000 gallons per day. Non-potable water source available at Scotty’s Castle is available at the potential rate of 6,000 gallons per half hour with a 24-hour maximum of 288,000 gallons. The average flow rate is estimated between 170 gpm to 210 gpm. It is estimated at 200 gpm for calculating the 6000 gallons per half hour. Water storage tanks can be set up at the Scotty’s Castle staging area.

If there is a fire at the Scotty’s Castle area suspend construction water use until directed to resume by the CO.

Install a meter and check valve (back flow prevention). Record the amount of water used. Submit a weekly report to the CO, which records the amount of water used.

Install a stand tank in a location designated by the NPS and the CO.

Perform watering to reestablish desert pavement soil crust in a manner that avoids runoff scars as directed by the CO. This may require slower operating speeds and lower volumes of water dispersed from the water truck during operation.

If water is not available from the park, outside water sources will be treated for aquatic invasive species and pathogens if needed.

Amendment A003

Section 201. — CLEARING AND GRUBBING Description

201.01 Add the following:

This work also consists of conserving cleared vegetation and boulders within the clearing limits of the project.

Construction Requirements

201.04 Clearing. Add the following:

E-E-34

TYPICAL SECTIONS

A10

NOTE:

1:3

Concrete Barrier

Varies

See Structural Section

6' (typical)

24"

Existing ground

Special 253-A

Revet mattress see

Anchor stakes (typ.)

CONCRETE BARRIER CUTOFF WALL AND REVET

TYPICAL SECTION

Fog seal top of barrier concrete pavement depth.

barrier for 3" asphalt

Apply tack coat to concrete

1.

concrete barrier and revet mattress for payment.

Do not measure excavation for placement of4.

Place native material over mattress.

for offset and elevation.

Staking data location

6"

5.

Class 1, Type E, Non-woven

Geotextile

6.

5.

4.

3.

2.

1.

3 REVISED 08/14/2018

1:3

Varies

See Structural Section

6' (typical)

24"

Existing ground

Special 253-A

Revet mattress see

Anchor stakes (typ.)

CONCRETE BARRIER CUTOFF WALL AND REVET

TYPICAL SECTION

Fog seal top of barrier concrete pavement depth.

barrier for 3" asphalt

Apply tack coat to concrete

1.

concrete barrier and revet mattress for payment.

Do not measure excavation for placement of4.

Place native material over mattress.

for offset and elevation.

Staking data location

Class 1, Type E, Non-woven

Geotextile

5.

Min.

6"

M in with reinforcing steel concrete barrier or slip formed

Cast in place and proposed barrier type and shape, reinforcing steel, jointing layout and connection details.

Provide barrier placement plan with locations of cast in place, slip formed or precast barrier the CO. Provide an approved connection device for the barrier.

for CO approval. Provide new concrete barrier in 10’ sections to be installed as approved by The Contractor may elect to recommend an alternative concrete barrier or slip form method included in available material in grading summary.

for payment. Material displaced by concrete barrier and revet mattress is

Do not measure excavation for placement of concrete barrier and revet mattress

Concrete barrier is used as a precast cutoff wall for scour protection.

See Special 253-A Revet (Gabion) Mattresses for revet and anchor stake details.

to provide adequate drainage and stability.

ditches and the excavation and embankment slope ratios may be adjusted by the CO

See the cross sections for cut and fill slope ratios. The gradient and width of roadway

DETAIL A

3" 3"2 M in

24" Min.

6" Min.

No. 4 bars continuous

Reinfocing steel

NO SCALE

NO SCALE

AMENDMENT 003 Revised 61801-0000 Concrete barrier, cast in place or slip formed detail.

STATE PROJECT

A

M N C

A e r fo

R o a d w a y C

A D

D S h e e ts A G e n s h t\

T Y P

E R

F O

.d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r d a r in .l o c k h a r t_

NUMBER

SHEET

CA

Bonnie Clare Road

CA ERFO DEVA 11(1)

DRAWING NO.: 143/140011

NPS PMIS NO.: 224986, 227618A, 227683A

Amendment A003

Sheet and Description

B6 - B7 B8 B9 B10 - B16 S1

Grading Summary

Surfacing Summary

Drainage Summary

Miscellaneous Summaries

Plan & Elevation Allowance Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15210-3000 CENTERLINE, VERIFICATION AND STAKING MILE 2.228 2.228

A0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 10 10

A0080 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 5.321 5.321

A0100 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 10.642 10.642

A0120 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0140 15401-0000 CONTRACTOR TESTING LPSM ALL

A0160 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 5,544 256 5,800

A0200 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT EACH 4 4

A0220 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0240 20102-0000 CLEARING AND GRUBBING LPSM ALL

A0260 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LPSM ALL

A0280 20402-0000 SUBEXCAVATION CUYD 500 As directed by CO

A0300 20420-0000 EMBANKMENT CONSTRUCTION CUYD 35,561 3,439 39,000

A0320 20425-1000 DITCH, EXCAVATION LNFT 850 850 6" depth cut ditch for wetland mitigation

A0340 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 18,064 936 19,000

A0360 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 25,083 1,217 26,300

A0380 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 35 5 40

A0400 25101-2500 PLACED RIPRAP, METHOD B, CLASS 5 CUYD 961 39 1,000

A0420 25125-0000 BOULDER (3-FEET MIN.) EACH 10 10 Wetland areas protection boulder

A0440 25210-0000 ROCKERY SQFT 20,360 940 21,300

A0460 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED SQYD 24,394 1,006 25,400

A003 A0480 27001-0000 GROUT CUYD 7 1 8

A0520 30101-0000 AGGREGATE BASE TON 12,465 635 13,100

A0540 30301-1000 DITCH RECONDITIONING MILE 5.117 0.283 5.400

A0560 30302-2000 SHOULDER RECONDITIONING LNFT 1,986 114 2,100

A0600 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR

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

ESAL TON 9,873 497 10,370

A0620 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 99 6 105

A0660 40601-0000 FOG SEAL TON 50 3 53

A0680 41102-1000 PRIME COAT, METHOD 1 SQYD 57,187 2,863 60,050

A0700 41105-0000 BLOTTER TON 84

A0720 41201-0000 TACK COAT TON 27 3 30

A0740 60101-0000 CONCRETE CUYD 29 11 40

A0760 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 290 15 305

A0780 60901-1100 CURB, CONCRETE, 13-INCH DEPTH LNFT 6,259 341 6,600 6" reveal colored concrete curb

A0800 61801-0000 CONCRETE BARRIER LNFT 32,048 952 33,000

A0820 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 160

MileStone: Amendment A003 Amendment Review Date: 08/14/18 Report Date: 08/14/18

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-A ug

-2

1:

P

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities

N

C A \e rf o1

1( 1)

\R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es

_1

S O

Q _A

X

YZ

A

3.

xl sm

]S he et

STATE PROJECT

B.1ERFO DEVA 11(1)

Bonnie Clare RoadCA

SHEET

NUMBER

NPS PMIS No. 224986, 227618A, 227683A NPS Dwg No: 143/140011

STATE PROJECT

A

M N C

A e r fo

R o a d w a y C

A D

D S h e e ts B S u m m S

U M

D e v a E

R F

O .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r d a r in .l o c k h a r t_

NUMBER

SHEET

CA

Bonnie Clare Road

CA ERFO DEVA 11(1)

DRAWING NO.: 143/140011

NPS PMIS NO.: 224986, 227618A, 227683A

DRAINAGE SUMMARIES

B9

3 AMENDMENT 003 Revised 27001-0000 Grout quantity REVISED 08/14/2018

Page A - 10

A0300 20420-0000 EMBANKMENT CONSTRUCTION

39,000 CUYD $____________ $____________

A0320 20425-1000 DITCH, EXCAVATION

850 LNFT $____________ $____________

A0340 21101-1000 ROADWAY OBLITERATION, METHOD 1

19,000 SQYD $____________ $____________

A0360 21101-2000 ROADWAY OBLITERATION, METHOD 2

26,300 SQYD $____________ $____________

A0380 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

40 CUYD $____________ $____________

A0400 25101-2500 PLACED RIPRAP, METHOD B, CLASS 5

1,000 CUYD $____________ $____________

A0420 25125-0000 BOULDER (3-FEET MIN.)

10 EACH $____________ $____________

A0440 25210-0000 ROCKERY

21,300 SQFT $____________ $____________

A0460 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED

25,400 SQYD $____________ $____________

A003 A0480 27001-0000 GROUT

8 CUYD $____________ $____________

A0520 30101-0000 AGGREGATE BASE

13,100 TON $____________ $____________

A0540 30301-1000 DITCH RECONDITIONING

5.400 MILE $____________ $____________

A0560 30302-2000 SHOULDER RECONDITIONING

2,100 LNFT $____________ $____________

A0600 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

10,370 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA ERFO DEVA 11(1)

Project Name:Bonnie Clare Road

Remove and replace page A10, B1 and B9 with the attached corresponding pages.

BID SCHEDULE

Remove and replace page A-10 with the attached corresponding page.

SCR'S

Remove and replace pages E-34 with the attached corresponding pages.

*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 ITEM 11.)

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: RYAN PHILLIPS