A002_WY_PLD_GRTE_700(2).pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)

A002 7/7/2014 N/A WY PLD GRTE 700(2), Grand

Teton Park Pathways, Phase III

6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X

DTFH70-14-R-00003

9B. DATED (SEE ITEM 11)

6/9/2014

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A

N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

(_X_ ) is extended, ( _ ) is not extended.

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 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram 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 telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

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

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, 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)

N/A

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

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

WY PLD GRTE 700(2), Grand Teton Park Pathways, Phase III

See page 2 for revisions.

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.

15a. NAME AND TITLE OF SIGNER (Type or print) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A002, dated 07/07/14 WY PLD GRTE 700(2) Solicitation No. DTFH70-14-R-00003 Grand Teton Park Pathways, Phase III

REVISIONS ARE AS FOLLOWS:

SF 1442, SOLICITATION, OFFER, AND AWARD (Pen & Ink change)

Page A-3, Block 13A. Revises proposal due date from 07/09/2014 to 07/11/2014.

BID SCHEDULE

Page A-9 Revises quantity for Item 20302-0300; Removal of curb and gutter, concrete Page A-11 Revises quantity for Item 60902-1000; Curb and Gutter, Concrete, 12-inch depth Page A-13 Revises quantity for Item 63302-0000; Sign system

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page Section/Table Revision G-8 704.10 Select Granular Backfill Revises (a)(2) G-8 704.10 Select Granular Backfill Revises Table 704-4

PLANS

Plan sheet #B.1 Revises quantity for Item 20302-0300 Plan sheet #B.2 Revises quantity for Item 60902-1000 Plan sheet #B.3 Revises quantity for Item 63302-0000 Plan sheet #E.3 Revises quantities for Items 20302-0300 and 60902-1000 Plan sheet #M.1 Revises quantity for Item 63302-0000 Plan sheet #M.2 Revises description for Item 63401-0300 at 718+91.14 Plan sheet #M.4 Revises description for Item 63401-0300 at 718+91.14 Plan sheet #M.7 Revises Practice Rocks Parking Area Plan sheet #M.10 Revises pavement stall markings

ENCLOSURES

Pages:

A-7 through A-16 G-8

Notice to Offerers: Please submit revised pages A-7 through A-16 with your bid.

New proposal due date: 07/11/2014

Amendment No. A002, dated 07/07/14 WY PLD GRTE 700(2) Solicitation No. DTFH70-14-R-00003 Grand Teton Park Pathways, Phase III

Plan Sheets:

B.1 through B.3 E.3 M.1 through M.2 M.4 M.7 M.10

A - 7

Offeror please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the corrected unit price extension shall govern.

When the word "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total all of the amounts bid for each pay item and show the total bid amount.

BRAND NAME OR EQUAL NOTIFICATION

If providing other than the brand name product listed in Section 725.24A, complete the following: (See FAR Provision 52.211-6, Brand Name or Equal)

For Section 563, Painting, which is incidental to pay item 25501-1000 Mechanically Stabilized Earth Wall, Welded Wire Face, our firm offers in lieu of the brand name in Subsection 725.24A Weathering Agent:

Brand: __________________________________________

Manufacturer's Name: _____________________________

Include with your bid all documents needed by the Government to determine if the proposed product meets the requirements listed in the appropriate Section. The determination as to the equality of the product offered is the responsibility of the Government and will be based on the information furnished by the bidder as well as other information reasonably available to the contracting office.

If proposed "equal" is determined by the government to be "not equal", bid will be considered nonresponsive.

Bid Schedule

Project No:WY PLD GRTE 700(2)

Project Name:Grand Teton Park Pathways, Phase III

A - 8

Contract Quantity Pay Items

20101-0000 CLEARING AND GRUBBING

20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

20302-2600 REMOVAL OF PAVEMENT MARKINGS (4-INCH SANDBLAST)

20303-1600 REMOVAL OF PAVEMENT, ASPHALT

20315-0000 SAWCUTTING PAVEMENT

21101-1000 ROADWAY OBLITERATION, METHOD 1

25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE

30502-0300 AGGREGATE-TOPSOIL COURSE, 2-INCH DEPTH

30502-0700 AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH

41301-1000 ASPHALT PAVEMENT MILLING, 4-INCH DEPTH

60101-0000 CONCRETE

61501-0500 SIDEWALK, EXPOSED AGGREGATE CONCRETE (VISITOR CENTER)

62405-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

62406-0350 PLACING CONSERVED TOPSOIL, 5-INCH DEPTH

62501-0000 TURF ESTABLISHMENT

64704-1600 MITIGATION, STREAMBED CHANNEL RECONSTRUCTION

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0120 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL (LOWER

DITCH CREEK)

ALL LPSM $___LPSM_____ $____________

A0140 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL (UPPER

DITCH CREEK)

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A0160 15702-2000 SOIL EROSION CONTROL, TURBIDITY MONITORING (UPPER DITCH CREEK)

ALL LPSM $___LPSM_____ $____________

A0180 15702-2000 SOIL EROSION CONTROL, TURBIDITY MONITORING (LOWER DITCH CREEK)

ALL LPSM $___LPSM_____ $____________

A0200 15705-0100 SOIL EROSION CONTROL, SILT FENCE

405 LNFT $____________ $____________

A0220 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

2,730 LNFT $____________ $____________

A0240 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE (TIMBER

MAT SYSTEM)

7 EACH $____________ $____________

A0260 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0280 20101-0000 CLEARING AND GRUBBING

5.3 ACRE $____________ $____________

A0300 20301-0100 REMOVAL OF BOLLARD

32 EACH $____________ $____________

A0320 20301-0700 REMOVAL OF DELINEATOR

30 EACH $____________ $____________

A0340 20301-2400 REMOVAL OF SIGN

1 EACH $____________ $____________

A002 A0360 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

27 LNFT $____________ $____________

A0380 20302-2600 REMOVAL OF PAVEMENT MARKINGS (4-INCH SANDBLAST)

210 LNFT $____________ $____________

A0400 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

418 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A0420 20310-1000 PLUG, EXISTING PIPE

1 EACH $____________ $____________

A0440 20315-0000 SAWCUTTING PAVEMENT

687 LNFT $____________ $____________

A0460 20401-0000 ROADWAY EXCAVATION

18,750 CUYD $____________ $____________

A0480 20465-0000 CONSERVE AND PLACE BOULDER

7 EACH $____________ $____________

A0500 20811-0000 SHORING AND BRACING

1,360 SQFT $____________ $____________

A0520 21101-1000 ROADWAY OBLITERATION, METHOD 1

58 SQYD $____________ $____________

A0540 25101-4000 PLACED RIPRAP, CLASS 4 (GOVERNMENT FURNISHED)

35 CUYD $____________ $____________

A0560 25125-0000 BOULDER (GOVERNMENT FURNISHED)

7 EACH $____________ $____________

A0580 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE

2,127 SQFT $____________ $____________

A0600 30502-0300 AGGREGATE-TOPSOIL COURSE, 2-INCH DEPTH

5,890 SQYD $____________ $____________

A0620 30502-0700 AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH

1,246 SQYD $____________ $____________

A0640 30606-0000 MAGNESIUM CHLORIDE

40 TON $____________ $____________

A0660 30802-1000 ROADWAY AGGREGATE, METHOD 1

2,900 TON $____________ $____________

A0680 40301-0000 HOT ASPHALT CONCRETE PAVEMENT

2,450 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A0700 40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

23 TON $____________ $____________

A0720 41105-0000 BLOTTER

30 TON $____________ $____________

A0740 41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

2.4 TON $____________ $____________

A0760 41301-1000 ASPHALT PAVEMENT MILLING, 4-INCH DEPTH

5,620 SQYD $____________ $____________

A0780 60101-0000 CONCRETE

20 CUYD $____________ $____________

A0800 60201-0100 4-INCH PIPE CULVERT

445 LNFT $____________ $____________

A0820 60201-0800 24-INCH PIPE CULVERT

40 LNFT $____________ $____________

A0840 60501-0000 STANDARD UNDERDRAIN SYSTEM

420 LNFT $____________ $____________

A0860 60706-0000 CLEANING DRAINAGE STRUCTURE

1 EACH $____________ $____________

A0880 60901-1000 CURB, CONCRETE, 12-INCH DEPTH (EXPOSED AGGREGATE)

22 LNFT $____________ $____________

A002 A0900 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

35 LNFT $____________ $____________

A0920 61501-0100 SIDEWALK, CONCRETE (4-INCH DEPTH)

230 SQYD $____________ $____________

A0940 61501-0500 SIDEWALK, EXPOSED AGGREGATE CONCRETE

350 SQYD $____________ $____________

A0960 61501-0500 SIDEWALK, EXPOSED AGGREGATE CONCRETE (VISITOR CENTER)

6 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A0980 61509-0000 DETECTABLE WARNING PANELS

123 SQYD $____________ $____________

A1000 61701-2000 GUARDRAIL SYSTEM G4, TYPE 4, CLASS B WOOD POSTS

500 LNFT $____________ $____________

A1020 61709-4000 REMOVE AND RESET, TERMINAL SECTION

1 EACH $____________ $____________

A1040 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

A1060 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

30-INCH WIDTH

20 HOUR $____________ $____________

A1080 62201-0850 WHEEL LOADER, 1 CUBIC YARD MINIMUM RATED CAPACITY

25 HOUR $____________ $____________

A1100 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER

20 HOUR $____________ $____________

A1120 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

A1140 62201-3000 HYDRAULIC EXCAVATOR (RUBBER-TRACKED, 4-7 CUBIC FOOT RATED

CAPACITY WITH THUMB ATTACHMENT)

40 HOUR $____________ $____________

A1160 62201-3500 LOADER, WHEEL, SKID STEER, 40HP MINIMUM

20 HOUR $____________ $____________

A1180 62301-0000 GENERAL LABOR

200 HOUR $____________ $____________

A1200 62405-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

1,891 SQYD $____________ $____________

A1220 62406-0350 PLACING CONSERVED TOPSOIL, 5-INCH DEPTH

2.3 ACRE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

A1240 62407-0000 PLACING CONSERVED TOPSOIL (18-INCH DEPTH)

1,210 CUYD $____________ $____________

A1260 62501-0000 TURF ESTABLISHMENT

0.5 ACRE $____________ $____________

A1280 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (TYPE II)

1 EACH $____________ $____________

A1300 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (TYPE I)

8 EACH $____________ $____________

A002 A1320 63302-0000 SIGN SYSTEM

113 SQFT $____________ $____________

A1340 63316-1000 REMOVE AND RESET SIGN

6 EACH $____________ $____________

A1360 63318-1000 SNOWPOLE HOLDER (TYPE III)

28 EACH $____________ $____________

A1380 63318-1000 SNOWPOLE HOLDER (TYPE II)

38 EACH $____________ $____________

A1400 63318-1000 SNOWPOLE HOLDER (TYPE I)

6 EACH $____________ $____________

A1420 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE, 24-INCH)

236 LNFT $____________ $____________

A1440 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE, 4-INCH)

6,435 LNFT $____________ $____________

A1460 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW, 4-INCH)

9,880 LNFT $____________ $____________

A1480 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE, 12-INCH)

420 LNFT $____________ $____________

A1500 63405-0050 PAVEMENT MARKINGS, SYMBOLS (ACCESSIBILITY PARKING AISLE)

2 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 14

A1520 63405-0050 PAVEMENT MARKINGS, SYMBOLS (XING)

6 EACH $____________ $____________

A1540 63405-0050 PAVEMENT MARKINGS, SYMBOLS (BIKE SYMBOL)

6 EACH $____________ $____________

A1560 63405-0050 PAVEMENT MARKINGS, SYMBOLS (HWY XING)

8 EACH $____________ $____________

A1580 63405-0500 PAVEMENT MARKINGS, TYPE B, TURN ARROW

4 EACH $____________ $____________

A1600 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

4 EACH $____________ $____________

A1620 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

6 EACH $____________ $____________

A1640 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

25 EACH $____________ $____________

A1660 63502-0900 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 28-INCH

100 EACH $____________ $____________

A1680 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

30 EACH $____________ $____________

A1700 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

(GOVERNMENT FURNISHED)

2 EACH $____________ $____________

A1720 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A1740 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

470 LNFT $____________ $____________

A1760 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

430 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 15

A1780 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

150 DAY $____________ $____________

A1800 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

2,500 FXHR $38.00 $95,000.00

A1820 64501-0000 LOCATE UTILITIES

ALL LPSM $___LPSM_____ $____________

A1840 64603-0300 FIXTURE, BENCH

1 EACH $____________ $____________

A1860 64604-1000 FIXTURE, HANDRAIL (VISITOR CENTER)

12 LNFT $____________ $____________

A1880 64604-3000 FIXTURE, PEDESTRIAN RAILING

480 LNFT $____________ $____________

A1900 64703-3010 MITIGATION, ROCK WEIR

1 EACH $____________ $____________

A1920 64703-7000 MITIGATION, BAFFLE (8-FOOT)

1 EACH $____________ $____________

A1940 64703-7000 MITIGATION, BAFFLE (2-FOOT-5-INCH)

1 EACH $____________ $____________

A1960 64703-7000 MITIGATION, BAFFLE (2-FOOT-8-INCH)

15 EACH $____________ $____________

A1980 64703-7000 MITIGATION, BAFFLE (7-FOOT)

15 EACH $____________ $____________

A2000 64703-7000 MITIGATION, BAFFLE (3-FOOT)

1 EACH $____________ $____________

A2020 64704-1600 MITIGATION, STREAMBED CHANNEL RECONSTRUCTION

50 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 16

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

G-8

Special Contract Requirements Project: WY PLD GRTE 700(2), Grand Teton Park Pathways, Phase III

(a) Quality requirements.

(1) Gradation Table 704-4

(2) 2 or more fractured faces, ASTM D 5821 90% min.

(3) Angle of internal friction 34° min.

On the portion passing the No. 10 sieve, AASHTO T 236

Note: Direct shear tests for angle of internal friction are not required when the percent passing the No. 4 sieve is less than 50 percent and the percent passing the No. 40 sieve is less than 25 percent. Compact samples for AASHTO T 236 to 95 percent of the maximum dry density determined according to AASHTO T 99, method C or D.

(4) Sodium sulfate soundness loss (5 cycles), 15% max.

AASHTO T 104

(5) Plasticity index, AASHTO T 90 6 max.

(b) Electrochemical requirements.

(1) Resistivity, AASHTO T 288 3000 ohm-cm min.

(2) pH, AASHTO T 289 5.0 to 10.0

(3) Sulfate content, AASHTO T 290 200 ppm max.

(4) Chloride content, AASHTO T 291 100 ppm max.

Note: Tests for sulfate and chloride content are not required when resistivity is greater than 5000 ohm-cm.

Table 704-4 Select Granular Backfill Gradation(1)

Sieve Size

Percent by Mass Passing Designated Sieve (AASHTO T 27 and T 11)

Grading Designation Type A

Grading Designation Type B

3 inch -- 100

1 1/2 inch 100 --

1 95 – 100 60 - 80

3/4 inch -- --

1/2 inch 25 - 60 --

No. 4 0 - 10

No. 8 0 – 5 --

No. 40 -- 0 – 60

No. 200 -- 0 – 10

Revised by Amendment A002

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L SECTION M SECTION N -

TYPICAL

SECTIONS

PLAN &

PROFILE

MISC

EROSION

CONTROL

MATERIAL

SOURCES

DRAINAGE MSE WALL

BLACKTAIL

POND

OVERLOOK

GUARDRAIL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

UTILITIES ALLOWANCE

Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM All ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM All ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM All ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM All ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM All ALL

A0120 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION CHANNEL

(LOWER DITCH CREEK) LPSM All ALL

A0140 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION CHANNEL

(UPPER DITCH CREEK) LPSM All ALL

A0160 15702-2000 SOIL EROSION CONTROL,

TURBIDITY MONITORING (UPPER

DITCH CREEK) LPSM All ALL

A0180 15702-2000 SOIL EROSION CONTROL,

TURBIDITY MONITORING (LOWER

DITCH CREEK) LPSM All ALL

A0200 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 385 20 405

A0220 15705-1500 SOIL EROSION CONTROL,

SEDIMENT WATTLE LNFT 2,603 127 2,730

A0240 15706-1600 SOIL EROSION CONTROL,

STABILIZED CONSTRUCTION

ENTRANCE (TIMBER MAT SYSTEM) EACH 7 7

A0260 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0280 20101-0000 CLEARING AND GRUBBING Contract

ACRE 5.3 5.3 Quantity

A0300 20301-0100 REMOVAL OF BOLLARD EACH 32 32

A0320 20301-0700 REMOVAL OF DELINEATOR EACH 30 30

A0340 20301-2400 REMOVAL OF SIGN EACH 1 1

A002 A0360 20302-0300 REMOVAL OF CURB AND GUTTER, Contract

CONCRETE LNFT 27 27 Quantity

A0380 20302-2600 REMOVAL OF PAVEMENT MARKINGS Contract

(4-INCH SANDBLAST) LNFT 160 50 210 Quantity

A0400 20303-1600 REMOVAL OF PAVEMENT, ASPHALT Contract

SQYD 9 409 418 Quantity

A0420 20310-1000 PLUG, EXISTING PIPE EACH 1 1

MileStone: Amendment A002 Amendment Review Date: In Progress Report Date: 07/07/14

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A -J u l-

:5 A

M

Remarks and/or Determination of

Estimated Quantity

Pay Item Description Unit

Estimated Quantities

C

M yF ile s\

K im b er

's F ile s_

W

FL

H D

\E xp o rt s fr o m

P ro je ct

W is e\ [W

Y P

LD

G

R T E

(2

A E st im a te

.x ls m ]S h ee t

STATE PROJECT

PLD GRTE 700(2) B.1WY

NUMBER

SHEET

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L SECTION M SECTION N -

TYPICAL

SECTIONS

PLAN &

PROFILE

MISC

EROSION

CONTROL

MATERIAL

SOURCES

DRAINAGE MSE WALL

BLACKTAIL

POND

OVERLOOK

GUARDRAIL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

UTILITIES ALLOWANCE

Bid

Schedule

A0440 20315-0000 SAWCUTTING PAVEMENT Contract

LNFT 38 520 129 687 Quantity

A0460 20401-0000 ROADWAY EXCAVATION CUYD 17,854 896 18,750

A0480 20465-0000 CONSERVE AND PLACE BOULDER EACH 7 7

A0500 20811-0000 SHORING AND BRACING SQFT 1,294 66 1,360

A0520 21101-1000 ROADWAY OBLITERATION, METHOD 1 Contract

SQYD 58 58 Quantity

A0540 25101-4000 PLACED RIPRAP, CLASS 4

(GOVERNMENT FURNISHED) CUYD 29 6 35

A0560 25125-0000 BOULDER (GOVERNMENT FURNISHED) EACH 7 7

A0580 25501-1000 MECHANICALLY STABILIZED EARTH Contract

WALL, WELDED WIRE FACE SQFT 2,127 2,127 Quantity

A0600 30502-0300 AGGREGATE-TOPSOIL COURSE, Contract

2-INCH DEPTH SQYD 5,890 5,890 Quantity

A0620 30502-0700 AGGREGATE-TOPSOIL COURSE, Contract

4-INCH DEPTH SQYD 1,246 1,246 Quantity

A0640 30606-0000 MAGNESIUM CHLORIDE TON 40 40

A0660 30802-1000 ROADWAY AGGREGATE, METHOD 1 TON 2,601 31 268 2,900

A0680 40301-0000 HOT ASPHALT CONCRETE PAVEMENT TON 1,010 1,212 3 225 2,450

A0700 40920-1000 FOG SEAL, EMULSIFIED ASPHALT

GRADE CSS-1 OR CSS-1H, SS-1

OR SS-1H TON 21 2 23

A0720 41105-0000 BLOTTER TON 30 30

A0740 41201-1000 TACK COAT GRADE CSS-1,

CSS-1H, SS-1, OR SS-1H TON 2.4 2.4

A0760 41301-1000 ASPHALT PAVEMENT MILLING, Contract

4-INCH DEPTH SQYD 5,620 5,620 Quantity

A0780 60101-0000 CONCRETE Contract

CUYD 20 20 Quantity

A0800 60201-0100 4-INCH PIPE CULVERT LNFT 424 21 445

A0820 60201-0800 24-INCH PIPE CULVERT LNFT 34 6 40

A0840 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 400 20 420

A0860 60706-0000 CLEANING DRAINAGE STRUCTURE EACH 1 1

A0880 60901-1000 CURB, CONCRETE, 12-INCH DEPTH

(EXPOSED AGGREGATE) LNFT 18 4 22

A002 A0900 60902-1000 CURB AND GUTTER, CONCRETE,

12-INCH DEPTH LNFT 27 8 35

A0920 61501-0100 SIDEWALK, CONCRETE (4-INCH

DEPTH) SQYD 209 21 230

-J u l-

:5 A

M

MileStone: Amendment A002 Amendment Review Date: In Progress Report Date: 07/07/14

C

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SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

Pay Item Description Unit

Estimated Quantities Remarks and/or

Determination of Estimated Quantity

STATE PROJECT

PLD GRTE 700(2) B.2WY

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L SECTION M SECTION N -

TYPICAL

SECTIONS

PLAN &

PROFILE

MISC

EROSION

CONTROL

MATERIAL

SOURCES

DRAINAGE MSE WALL

BLACKTAIL

POND

OVERLOOK

GUARDRAIL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

UTILITIES ALLOWANCE

Bid

Schedule

A0940 61501-0500 SIDEWALK, EXPOSED AGGREGATE

CONCRETE SQYD 80 224 46 350

A0960 61501-0500 SIDEWALK, EXPOSED AGGREGATE Contract

CONCRETE (VISITOR CENTER) SQYD 6 6 Quantity

A0980 61509-0000 DETECTABLE WARNING PANELS SQYD 115 8 123

A1000 61701-2000 GUARDRAIL SYSTEM G4, TYPE 4,

CLASS B WOOD POSTS LNFT 493 7 500

A1020 61709-4000 REMOVE AND RESET, TERMINAL

SECTION EACH 1 1

A1040 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 20

A1060 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 30-INCH WIDTH HOUR 20

A1080 62201-0850 WHEEL LOADER, 1 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 25

A1100 62201-1300 BULLDOZER, 160HP MINIMUM

FLYWHEEL POWER HOUR 20

A1120 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 40

A1140 62201-3000 HYDRAULIC EXCAVATOR

(RUBBER-TRACKED, 4-7 CUBIC

FOOT RATED CAPACITY WITH

THUMB ATTACHMENT) HOUR 40

A1160 62201-3500 LOADER, WHEEL, SKID STEER,

40HP MINIMUM HOUR 20

A1180 62301-0000 GENERAL LABOR HOUR 200

A1200 62405-0100 PLACING CONSERVED TOPSOIL, Contract

2-INCH DEPTH SQYD 1,891 1,891 Quantity

A1220 62406-0350 PLACING CONSERVED TOPSOIL, Contract

5-INCH DEPTH ACRE 2.3 2.3 Quantity

A1240 62407-0000 PLACING CONSERVED TOPSOIL

(18-INCH DEPTH) CUYD 1,210 1,210

A1260 62501-0000 TURF ESTABLISHMENT Contract

ACRE 0.5 0.5 Quantity

A1280 63301-1000 SIGN SYSTEM, GOVERNMENT

FURNISHED SIGN (TYPE II) EACH 1 1

A1300 63301-1000 SIGN SYSTEM, GOVERNMENT

FURNISHED SIGN (TYPE I) EACH 8 8

A002 A1320 63302-0000 SIGN SYSTEM SQFT 97 16 113

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MileStone: Amendment A002 Amendment Review Date: In Progress Report Date: 07/07/14

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SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

Pay Item Description Unit

Estimated Quantities Remarks and/or

Determination of Estimated Quantity

STATE PROJECT

PLD GRTE 700(2) B.3WY

2%

Top of curbPathway

PATHWAY CURB CUT DETAIL

6' 6'

6"

10'

Bed course

18" ty p

CURB & GUTTER

EXPOSED AGGREGATE CONCRETE

PORTLAND CEMENT CONCRETE

top, back of curb

Place topsoil to

Finish grade of pathway or parking area beyond back of curb

Existing ground

1800+39.09 - Practice Rocks Connector

Practice Rocks pavement grade, Existing

NO SCALE

NPS PMIS. No. 198832 NPS Drwg. No. 136/112675

SHEET 3 OF 3

ROADWAY CROSSING DETAILS

LC

LC

be present way, fog line may Edge of traveled of roadway

Existing edge of asphalt surface top of field is flush with panel in Concrete, ensure Embed detectable warning

Install Sidewalk, Concrete warning panel

Detectable pathway

Proposed topsoil shoulder

Aggregate-

LC

surface top of field is flush with panel in Concrete, ensure Embed detectable warning

Install Sidewalk, Concrete warning panel

Detectable pathway

Proposed

1:12

1:

1:

m ax.

6' (t yp ty p.

end taper Curb and gutter, end taper Curb and gutter, NOTE:

See locations on sheet E.1.

Install per manufactured recommendations.

2.

1.

1'

0.5'

0.5'

1'

(1800+37.03)

INSTALLATION

DETECTABLE WARNING PANEL

curb (and gutter)

Existing or new concrete

Exposed aggregate concrete existing curbs Saw cut, Exposed aggregate concrete

(PHASE III)

INSTALLATION

DETECTABLE WARNING PANEL

Revised by Amendment A0022

E.3

STATE PROJECT

WY

PLD GRTE 700(2)

P

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C h e c k e d b y

D e s ig n e d b y

M.1

STATE PROJECT

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D

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C h e c k e d b y

M il e s ig n e d b y

NOTE:

FOOTNOTE:

Type I signs are informational/directional signs.

Post lengths to be approved by the CO.

as needed.

Stationing is approximate, field adjust with the CO approval

3.

2.

1.

NPS PMIS No. 198832 NPS Drwg. No. 136/112675

SHEET 1 of 3

QUANTITIES

PERMANENT TRAFFIC CONTROL

TABULATION OF

Location on Outside Highway.

indicated, see Sheet M.17.

Install Government Furnished Signs on wooden posts as condition. Verify condition with CO prior to re-installation.

Remove and salvage existing sign panel and reuse if in good

Place sign on West side of Outside Highway.

Location on Practice Rocks Access Road.

Provide non reflective sign.

Side reference relevant to Outside Highway.

Place sign on east side of the Outside Highway.

See Sheet M.17, W633-7 for permanent sign installation details.

Place sign as directed by the CO.

Revised by Amendment A0022

M.2 g r te s b .d g n

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D

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M il s ig n e d b y

NOTE:

FOOTNOTE:

needed.

Stationing is approximate, field adjust with CO approval as1.

NPS PMIS No. 198832 NPS Drwg. No. 136/112675 alignment, measure LNFT, not station to station.

Quantity takes into consideration the curve of the pathway

Verify in field number of parking stalls.

white bars. See Sheet M.12 for details.

Quantity represents crosswalk layout with 24-inch wide solid

Contract quantity.

of fog seal application as directed by the CO.

Phase II area 400+65.64 to 719+27.00, upon acceptance

Re-paint all existing pavement markings identified in the markings before application of fog seal.

Field mark the location and type of all existing pavement

SHEET 2 of 3

QUANTITIES

PERMANENT TRAFFIC CONTROL

TABULATION OF

Revised by Amendment A0022

651565156515

6515 6515

P O

T

.0

P R

C

.5

P C

.4

4 M P

N

BEGIN PROJECT

718+65.00

WY PLD GRTE 700(2)

PATHWAYS PHASE III

GRAND TETON PARK

N

FOOTNOTE:

NPS PMIS No. 198832 NPS Drwg. No. 136/112675

W2-4L

LC

Pathway centerline stripe at

End solid yellow

723+50.00

.0 existing turnout

Extension of underpass

Pedestrian

Existing

NOTE:

Phase II Pathways construction contract.

718+91.18 were installed under the

Existing signs from 715+15.00 to1.

R O

A D

P A

R

T E

T O

N

715+00 to 727+50

SIGNING AND STRIPING

at Pedestrian underpass (retain)

Existing solid yellow stripe

El= 6498.418

E= 2459530.99

N= 1476892.94

(50')

Pathway centerline solid yellow stripe at

Remove existing

Install ANTELOPE FLATS ROAD X.X Mi.

719+90.00 RT

Install W2-4R

721+40 LT

Install APPROACHING TUNNEL X.X Mi.

725+00 LT

Line to be constructed centerline stripe at Pathway

Single solid yellow

719+05.00

Line to be constructed

HWY 89 (OUTSIDE HIGHWAY)

HWY 89 (OUTSIDE HIGHWAY)

(remove)

Existing

W1-1L sign (W1-1L). Install W2-4L

Remove existing

716+40

Install JENNY LAKE X.X Mi.

Install VISITOR CENTER X.X Mi.

719+90.00 LT

Dubois 73 mi.]

[Yellowstone 43 mi.

Remove and reset sign

726+41 LT

Install R1-2

718+90 LT

Install Yield line

718+91.14 LT

Government Furnished.

Revised by Amendment A0022

NO SCALE

M.4

STATE PROJECT

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S la n

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C h e c k e d b y

D e s ig n e d b

6525 6525

P T

.8

P C .7

PT 764+25.37

PC 765+19.91P

C

.0

P T

.0

P T .0

P C

C

.8

P R

C

.4

P C

.2

NPS PMIS No. 198832 NPS Drwg. No. 136/112675

Parking Area

Practice Rocks

Place sign on west side of Outside Highway.

Remove existing Practice Rocks approach road Stop sign.

Government furnished.

Place sign on east side of Outside Highway.

757+50 to 773+50

SIGNING AND STRIPING

Remove & reset sign

772+01 LT

Install W2-1

762+00 RT

Install JACKSON X.X Mi.

Install GROS VENTRE JUNCTION X.X Mi.

Install VISITOR CENTER X.X Mi.

763+00 LT

(On Practice Rocks road) Install W11-15 & W11-15P

763+00 LT

Install R1-1

764+86 RT

Install R1-1

764+48 RT

stripe at centerline Begin solid yellow 763+00 stripe at centerline End solid yellow 764+47.38 stripe at centerline Begin solid yellow 764+85.71

Line to be constructed

Install W2-1

766+75 LT

HWY 89 (OUTSIDE HIGHWAY)

HWY 89 (OUTSIDE HIGHWAY)

N N

Install crosswalk 764+52.38 to 764+80.71 centerline stripe at yellow End solid 766+00

Revised by Amendment A0022

M.7

STATE PROJECT

u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d g r te s g .d g n

S la n

M il

C h e c k e d b y

D e s ig n e d b

M.10 g r te s j.

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D

S la n e c k e d b y

M il s ig n e d b y

LEGEND:

A

NOTE:

PARKING AREA

PRACTICE ROCKS

SIGNING AND STRIPING PLAN

NO SCALE

Remove all conflicting striping.1.

N a t a ll ti m e s

M a in ta in o p e n t o t ra ff ic a n d r e cr e a ti o n a l b u si n e ss

T o P ri v a te R e si d e n ce

Existing sidewalk of pavement Existing edge

'-0

A

T o M o ra n J c t.

T o J a c k s o n

NPS PMIS No. 198832 NPS Drwg. No. 136/112675

1 Do not disturb.

FOOTNOTE:

concrete curb

Existing

Install JACKSON X.X Mi.

Install GROS VENTRE JUNCTION X.X Mi.

Install VISITOR CENTER X.X Mi.

763+00 LT

(On Practice Rocks road)

Install W11-15 & W11-15P

763+00 LT

Install R1-1

764+86 RT

Install R1-1

764+48 RT

Line to be constructed

Apply ADA access aisle markings, 10-foot wide aisle.

H W

Y

O U T S

ID

E H

IG

H W

A Y

NO BIKES/NO DOGS

Install R7-8 & R7-8P

1800+40

Install crosswalk

764+52.38 to 764+80.71

Revised by Amendment A0022

.5

2and 1 ADA stall to accomodate 9 stalls

Install pavement stall markings