Amendment_A001.pdf

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

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

Project No: CA FLAP PLU CR411(1)

Name: Bucks Lake Road Slope Stabilization CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62302-1100 Line A0780 20 HOUR $ $

62401-0300 Line A0800 2,280 SQYD $ $

62405-0300 Line A0820 8,200 SQYD $ $

62511-2000 Line A0840 8,200 SQYD $ $

62516-2000 Line A0860 4,600 SQYD $ $

62901-1100 Line A0880 2,750 SQYD $ $

63301-0000 Line A0900 4 EACH $ $

63308-2000 Line A0920 4 EACH $ $

63402-0300 Line A0940 2.7 MILE $ $

63501-2000 Line A0960 ALL LPSM $

63502-0700 Line A0980 50 EACH $ $

63502-1300 Line A1000 100 EACH $ $

63502-1600 Line A1020 4 EACH $ $

63503-0400 Line A1040 1,100 LNFT $ $

63503-0700 Line A1060 1,736 LNFT $ $

63503-1000 Line A1080 2,000 LNFT $ $

63504-1000 Line A1100 165 SQFT $ $

63506-0500 Line A1120 700 HOUR $ $

63610-2800 Line A1140 1,550 LNFT $ $

SPECIAL LABOR, HIRED SURVEY SERVICES

FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

SEEDING, HYDRAULIC METHOD

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

MULCHING, HYDRAULIC METHOD

ROLLED EROSION CONTROL PRODUCT, TYPE 4

SIGN SYSTEM

OBJECT MARKER, TYPE 2

PAVEMENT MARKINGS, TYPE B, SOLID

TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, FLAGGER

CONDUIT, 4-INCH, PVC

A-8 Amendment A001 1/6/2017

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text 1,100

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

Project No: CA FLAP PLU CR411(1)

Name: Bucks Lake Road Slope Stabilization CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63621-1000 Line A1160 3 EACH $ $

UTILITY BOX, PULLBOX

A-9

TOTAL: $___________________

Amendment A001 1/6/2017

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

E-9

107.05 Responsibility for Damage Claims. Add the following after the first sentence of the third paragraph:

Certify that policies will not be changed or canceled until 30 days written notice has been given to the Government.

107.10 Environmental Protection.

(a) Federal Water Pollution Control Act (Clean Water Act) 33 USC § 1251 et seq. Add the following:

(4) Do not ford running streams with construction equipment. Obtain approval from the CO to use temporary bridges or other structures whenever crossings are necessary.

(5) Immediately clear ephemeral drainages, intermittent and perennial streams, lakes and reservoirs of all work items, debris or other obstructions placed by or resulting from construction operations.

(6) Locate machinery servicing and refueling areas away from streambeds and washes to reduce the possibility and minimize the impacts of accidental spills or discharges.

(b) Oil and hazardous substances. Add the following to the end of the third paragraph:

Sand or soils are not approved absorbent materials.

Add the following to the end of the fourth paragraph:

Report the spill to the appropriate federal, state, and local authorities as required by the SPCC plan or hazardous spill plan.

107.11 Protection of Forests, Parks, and Public Lands. Add the following:

The Forest Service fire prevention plan involving emergency curtailment of operations is included in the Appendix and is in effect on this project. The CO will order the suspension of burning and other operations when directed to do so by the Forest Service. No adjustment in the contract completion date will be made for partial or total suspensions of burning operations.

Section 108. — PROSECUTION AND PROGRESS

108.01 Commencement, Prosecution, and Completion of Work. Add the following:

Limit operations as follows:

Complete all utility conduit and utility pull box work after clearing and grubbing have been completed, prior to all other ground disturbing activities.

Amendment A001 1/6/2017

E-10

Immediately notify the CO if Sierra Nevada yellow-legged frogs are encountered within the project limits. FHWA will train the contractor how to identify the Sierra Nevada yellow-legged frog and its suitable habitat, as well as how to respond if the Sierra Nevada yellow legged frog is encountered in the project limits.

Perform no work except to maintain traffic control devices, erosion control devices, the roadway driving surface, and to control dust during the listed Federal holidays and surrounding days as shown in Table 108-2.

Table 108-2 Federal Holidays and Surrounding Days

Federal Holiday

Time Remarks

Memorial Day 12:00 Noon Friday to 6:00 am Tuesday -

Independence Day

12:00 Noon July 3 to 6:00 am July 5

If July 4 falls on a weekend, Friday, or Monday, do not work the weekend.

Labor Day 12:00 Noon Friday to 6:00 am Tuesday -

Thanksgiving 12:00 Noon

Wednesday to 6:00 am Monday

Christmas / New Year’s

12:00 Noon December 23 to

6:00 am January 2

If December 23 or January 1 falls on a Monday, do not work the adjacent weekend and do not work on December 23. If January 1 falls on a Friday, do not work the weekend.

Schedule at least 2 non-work days out of every 14 calendar days. The selected non-work days do not need to be consecutive, but they must be scheduled. Provide at least 2 weeks notice before changing the scheduled days off.

Exemptions to scheduled days off may be granted by written approval from the CO for specific project operations and/or for periods of limited duration.

Add the following:

A Notice to Proceed must be issued before commencement of any work. No ground disturbing activities shall take place until May 1, 2017. The contract completion date is October 27, 2017.

108.02 Subcontracting. Delete the third paragraph and substitute the following:

Within 14 days of subcontract award, submit a completed SF 1413 and 1413S. Complete Part I for each Subcontractor, and include Part II when the Subcontractor performs on-site work.

Complete other forms that may be required by the Government to show the work subcontracted

E-10a and the total dollar amount of the subcontract. Submit the above required information for each Subcontractor at lower tiers.

Section 109. — MEASUREMENT AND PAYMENT

109.02 Measurement Terms and Definitions.

(o) Square foot and Square yard (Square meter). Add the following: Do not measure overlaps.

E-29

Section 635. — TEMPORARY TRAFFIC CONTROL

635.01 Delete the second paragraph and substitute the following:

Arrow board, portable changeable message sign, barricade, and warning light types are designated in the MUTCD.

635.07 Construction Signs. Delete the first paragraph and substitute the following:

Use Type III, IV, VIII, IX, or XI prismatic retroreflective sheeting. Use fluorescent sheeting for orange signs. For roll-up signs, use fluorescent Type VI retroreflective sheeting.

Add the following:

Provide the same type of sheeting on all post-mounted construction signs that pertain to the project.

Use crashworthy posts within the traversable area adjacent to traffic.

635.09 Flaggers. Add the following:

Perform the work described under MUTCD Part 6. Use fluorescent retroreflective sheeting on the “SLOW” side of the flagger paddle.

635.13 Temporary Pavement Markings and Delineation. Add the following:

For seasonal suspensions, apply the permanent pavement marking pattern with temporary traffic paint.

(d) Delineation for Unmarked Pavements with Vehicle Positioning Guides. For unmarked pavements, install signing and vehicle positioning guides as indicated in the plans. Use vehicle positioning guides that meet the requirements of Subsection 718.16(b), pavement markers.

Remove all vehicle positioning guides before placing additional pavement layers. Remove all vehicle positioning guides from the surface course before placing permanent pavement markings.

635.13 Temporary Pavement Markings and Delineation. Add the following to the last paragraph:

If permanent pavement markings are not placed within 14 days, provide, at no cost to the contract, additional temporary delineation equivalent to the permanent pavement marking pattern required by the contract.

635.19 Temporary Signal System. Add the following to the first paragraph:

Furnish self-contained, temporary traffic signal systems consisting of three trailer-mounted portable units, a controller assembly and communication link. Each portable unit consists of signal heads

E-30 and indications, a power supply, vehicle detection and mounting and transporting equipment.

Conform to the following:

(a) Trailer-mounted portable unit. Furnish trailers and a sign support system that are safety orange in color. Provide unit with a mast arm capable of swinging 180 degrees so trailer can be positioned on the same side of the work zone.

(b) Signal heads and indications. Furnish two signal heads per unit, including backplates and visors. Mount one two signal heads on the mast arm assembly. and the other signal head on vertical upright as follows:

(1) Provide a minimum clearance of 16 feet from the bottom of the backplate to the roadway surface, and 9.5 feet from the center of the outer signal head to the edge of the trailer for the signal head mounted on the mast arm.

(2) Provide a minimum clearance of 8 feet from the bottom of the backplate to the roadway surface for the signal head mounted on the vertical upright.

Furnish signal heads in accordance with the vehicle traffic control signal head requirements of ITE and NEMA Standard TS1 and TS2. Furnish all signal indications with three lenses, minimum 12 inches in diameter each, indicating red, yellow, and green phases.

(c) Controller Assembly. Furnish a minimum three-phase, solid-state traffic signal controller with a conflict monitor capable of operating the signals in accordance with MUTCD requirements and NEMA Standard TS1. Furnish a system capable of the following:

(1) Giving evidence of volts remaining in the batteries and causing the lights to fail to a safe situation when the batteries are below normal operations, i.e. blinking red for a minimum of eight hours;

(2) Operating as a fully actuated unit and being manually operated. Capable of red rest during non-actuated periods and giving warnings upon detecting of signal conflict, i.e. changing to solid red clearance interval followed by flashing red.

(3) Program memory protection or backup when changing batters.

(4) Self reporting and alarming. Capable of notifying appropriate system support personnel via satellite capabilities.

(d) Communication Link. Provide a continuous communication link between portable temporary traffic signal units, capable of warning if detecting a break in the communication link, i.e. changing to solid red clearance interval followed by flashing red.

(e) Vehicle detection. Provide non-intrusive vehicular detection methods such as microwave sensors capable of detecting oncoming traffic and actuating the signal with a respond time of + 0.25 sections. If temporary loop detectors are used, provide system

E-31a capable of providing a minimum coverage for a 6 feet by 30 feet area, and has self-adhesive rubberized asphalt backing to bond to the pavement.

(f) Power supply. Provide a battery supply system, including battery backup system with sufficient capacity to operate the portable temporary traffic signals for 21 consecutive days without auxiliary recharging.

Sheet and Description

B4 B5 B6 B7

Grading Summary

Misc Summary

Misc Summary

Misc Summary ALLOWANCE Bid

Schedule

A1080 63503-1000 TEMPORARY TRAFFIC CONTROL,

PLASTIC FENCE LNFT 2,000 2,000

A1100 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 158 7 165

A1120 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 700 700

A1140 63610-2800 CONDUIT, 4-INCH, PVC LNFT 1,473

1,057 77 43 1,550

1,100

A1160 63621-1000 UTILITY BOX, PULLBOX EACH 3 2 3 2

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

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Sh ee t (3

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

AMENDMENT 001: Modify Conduit and Pull Box quantities.

STATE PROJECT

B3FLAP PLU CR411(1) CA

SHEET

NUMBER

Amendment A001 1/6/17

Sheet 2 of 3

SUMMARY

MISCELLANEOUS

B6

AMENDMENT 001 Modify Conduit and Pull Box quantities.1

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CA

Bucks Lake Road

CA FLAP PLU CR411(1)

Superelevation Diagram

STATE PROJECT

NUMBER

SHEET

CA

Bucks Lake Road

CA FLAP PLU CR411(1)

,6

.0

VPI 357+14

EL 3,607.93

+4.

1%

6.

6%

200' VC

K = 104

VPI 364+40

EL 3,657.04

6.

6%

-2.543%

685' VC

K = 74

SSD = 398'

-2.543%

SSD = 1329'

3570357

357535

358035

37303735

SH

O

TG

U N

3598.4

3603.0

18 IN

CM

P PO

O

R CO

N D

ITIO

N

.9

I

N C

M P S

H O

T G

U N40

S1

.6

D A

M A

G E

D

S1

STEEL W

TYPE

RAIN

GAUGE O

N 6

FT

T-

POST

P A I N

T M

A R

K S

03STEEL W TYPE-NO END PIECE

PAINT ON ROAD

P O

T

.0

P C

.2

P T

.2

P C

.7

P T

.9

P O

T

.5

TP

TP

358+09-2.0%

359+12 -8.0% -8.0%

360+66 363+84 368+31

360+66 363+84 368+31

8.0% 8.0%

356+00 357+00 358+00 359+00 360+00 361+00 362+00 363+00 364+00 365+00 366+00 367+00 368+00 369+00 370+00

3630 3660

C1

CA FLAP PLU CR411(1)

Begin Project

E=6833312.058 N=1866279.698 Station 356+14.00

Existing ground

Profile grade

Profile grade

Existing ground

200'100'0

Scale in Feet

-10%

10% 10%

-10%

Remove existing guardrail

Sta. 358+00 to 362+73, Lt.

Curve = CR411-1

PI 362+65.92

R = 475.00'

T = 268.68'

L = 489.04'

D

Curve = CR411-2

PI 369+36.16

D

R = 500.00'

T = 207.43'

L = 393.25'

Axis of rotation

Profile grade &

LT EOP RT EOP

Remove tree as directed by CO

Sta. 365+00, Lt.

See Standard 617-A

Install terminal section, tangent

Sta. 358+00 to 358+37.50, Lt.

pavement existing

Match as directed by CO.

to 10' back from top of existing cut slope

Remove trees from top of existing cut slope

Sta. 356+14 to 357+00, Rt.

See Special 636-A

Install 4" PVC Conduit

Sta. 357+12 to 368+00, Rt.

Install utility pullbox

Sta. 357+12, Lt.

See Special 261-A

Construct Reinforced Soil Slope

Sta. 360+00 to 363+00, Lt.

Remove trees as directed by CO

Sta. 360+25 to 360+50, Rt.

as directed by CO and stockpile on site

Remove boulders lining pullout

Sta. 363+00 to 364+80, Lt.

See Special 261-A

Construct Reinforced Soil Slope

Sta. 365+00 to 370+50, Lt.

limits.

do not disturb outside of construction the left clearing limits. Sensitive area, Place construction fencing along

356+14 - 372+25, Lt.1.

NOTE:

See Special 617-A

Install Non-Blocked MGS Guardrail

Sta. 358+37.5 to 371+41.5, Lt.

R ip r a p a p r o n

L t.

E n d S e c ti o n

L t.

a n d R t.

S k e w

L t.

I n s ta ll x

C M

P

R e m o v e e x is ti n g c u lv e r t according to SCR's subsection 203.04.

Remove and salvage existing concrete barrier

Sta. 362+17 to 366+62, Rt.

pullboxes and conduit.

01/04/2017 Change location of utility

AMENDMENT 001

into existing utility line.

Install telephone pullbox, tie

Sta. 368+00, Rt.

Superelevation Diagram

NUMBER

SHEET

CA

Bucks Lake Road

CA FLAP PLU CR411(1)

V P I

E L

,6

.5

-2.543%

-3.458%

300' VC

K = 328

SSD = 1329'

,6

.3

5 3

.9

I

N C

M P S

H O

T G

U N

.6

D A

M A

G E

D

S1000

STEEL W TYPE RAIN GAUGE ON 6 FT T-POST

P A I N

T M

A R

K S

BOULDERS

P T

.9

P O

T

.5

-8.0% 372+07

-2.0%

370+54

372+28

1.17%

370+54

370+00 371+00 372+00 373+00

C2

CA FLAP PLU CR411(1)

End Project

E=6834870.370 N=1865844.257 Sta. 373+50

200'100'0

Scale in Feet

-10%

Remove existing guardrail

Sta. 364+78 to 371+79, Lt.

Profile grade

10% 10%

-10%

-8.0%

Axis of rotation

Profile grade &

LT EOP

RT EOP8.0%

374+00

See Standard 617-A

Install terminal section, tangent

Sta. 371+41.50 to 371+79, Lt.

Match existing ground

Station 372+25 - 373+50 ground

Existing

Match existing pavement limits.

do not disturb outside of construction the left clearing limits. Sensitive area, Place construction fencing along

356+14 - 372+25, Lt.1.

NOTE:

-2.543%

See Special 617-A

Install Non-Blocked MGS Guardrail

Sta. 358+37.5 to 371+41.5, Lt.

li n e

S h o r te n r ip r a p t o R

O W

R ip r a p a p r o n

L t.

E n d S e c ti o n

L t.

a n d R t.

S k e w

R t.

I n s ta ll x

C M

P

R e m o v e e x is ti n g c u lv e r t pullboxes and conduit.

01/04/2017 Change location of utility

AMENDMENT 001

NO SCALE

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

STOP

HERE ON

RED

ROAD WORK

END

ROAD WORK

END STOP

HERE ON

RED

LENGTH

BUFFER SPACE

Expressway / Freeway xx

MPH

ONE LANE

ROAD

AHEAD

WORK

ROAD

AHEAD

(optional) light warning

Type B

See Note 5

STOP LINE

Channelizing devices

See Note 5

STOP LINE

See Note 2

Temporary traffic signal to provide access to work space downstream taper if necessary

Reduce or eliminate drums in

See Note 2

Temporary traffic signal

635-9

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2014

REVISED:

MPH FEET

SPACING IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

500-800'

See Note 7

10' min.

40' - 180'

50' - 100' 50' - 100' (optional)

40' - 180'

(WITH SIGNALS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

T20

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

Bucks Lake Road

CA FLAP PLU CR411(1)

CA

A

M

J a n u a r y

U

S C

N C

A p lu c r R o a d w a y C

A D

D S h e e ts T S td

.d g n

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

with two signal faces that are at least 8 feet apart and meets the other

(optional)

W1-4

(optional) (optional)

WORK SPACE

Traffic flow

Traffic flow

W3-3

R10-6

See Note 6

G20-2

See Note 6

G20-2

Spacing Table)

(See Length andSee Note 5

8.

7.

6.

5.

4.

3.

2.

1.

See Note 6

W20-1 W20-4

(optional)

W13-1P

R10-6

NOTE:

the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

Section 156.

For project specific minimum width, refer to Special Contract Requirements, AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD WORK pavement markings.

Removeable pavement markings may be used for stop lines and no-passing advance of the stop line that comply with Section 3B.02 of the MUTCD.

markers between the work space and the stop line. Add no-passing lines in of the MUTCD. Remove existing conflicting pavement markings and raised

If the roadway surface is paved, install stop lines that comply with Section 3B.16 must be determined by a qualified engineer.

conditions as approved by the CO. If signals are moved, revised signal timing

Final location and spacing of signs and devices may be changed to fit field automatically, ensure red signal indications are flashed to both approaches.

engineer. When the signal is changed to the flashing mode either manually or provisions of the MUTCD, Part 4. Signal timing shall be established by a qualified

Install and operate temporary traffic control signals in accordance with the requirements of Part 4 of the MUTCD.

ADVANCE WARNING AREA (See Sign Spacing Table)

ABC

(See Length and Spacing Table) VARIABLE TERMINATION AREA

BUFFER SPACETAPER AREA A

Device spacing

TAPER AREABUFFER SPACE

Use single signal installation, on the right-hand side of the road, depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place devices similar to those

Revise number of traffic signals required.

AMENDMENT 001

TRENCH DETAIL

NOTES:

18" 26" with pull wire

4" Sch-40 PVC pipe conform to Section 209 compacted backfill shall

Pipe bedding and

9"

18" (min.)

Backfill

Compacted

TRENCH WIDTH

(in)

Min. width

(in)

Max. width

636-A

Trench walls to be supported as required by OSHA.1.

m in

2.5' min. to proposed elevation

Proposed ground

CONDUIT TRENCH DETAILS

TRENCH TYPICAL

Existing ground

T23

See Trench Detail outside of slope stake limits Located at existing toe of slope, Varies

01/04/17 Modify location of proposed conduit.

AMENDMENT 001

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

NUMBER

SHEET

CA

Bucks Lake Road

CA FLAP PLU CR411(1)

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: JEREMIAH ROGERS

1:

Remove pages A-8 and A-9 and replace with new A-8 and new A-9. Minor quantity revisions were made.

Remove pages E-9 and E-10. Replace with new E-9, E-10, and E-10a. A requirement was added that all utility conduit and utility pull box work be completed prior to starting other ground disturbing activies.

Remove pages E-29 and E-30. Replace with new E-29, E-30, and E-30a. The temporary signal system has had changes made to the requirements.

PLANS

Remove pages B3 and B6 and replace with new B3 and B6. Quantity changes were made.

Remove pages C1 and C2 and replace with new C1 and C2. Locations were changed of the pullboxes.

Remove pages T20 and T23 and replace with new T20 and T23. Pages were changed to reflect changes to the Temp. Signal System specification changes.

*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.)