A002_MT_PRA_GLAC_10(39).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 04/10/2013 N/A MT PRA GLAC 10(39),

GTSR Rehabilitation Siyeh Bend to

Rising Sun, Phase XII

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

DTFH70-12-R-00007

9B. DATED (SEE ITEM 11)

09/26/2012

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

(__ ) is extended, ( x ) 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.)

MT PRA GLAC 10(39), GTSR Rehabilitation Siyeh Bend to Rising Sun Phase XII

See page 2.

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, 04/10/2013 MT PRA GLAC 10(39) Solicitation No. DTFH70-12-R-00007 GTSR Rehabilitation, Siyeh Bend to Rising Sun Page 2 Phase XII

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-14 Revises quantity for 62031-0000 Repoint Stone Masonry (Guardwall) Page A-14 Revises quantity for 62031-0000 Repoint Stone Masonry (Headwall) Page A-14 Revises quantity for 62201-0250 Dump Truck, 10 Cubic Yard Minimum Capacity Page A-14 Revises quantity for 62201-3000 Hydraulic Excavator with Hoe Ram Page A-15 Revises quantity for 62301-0000 General Labor Page A-19 Revises 61001-0000 Horizontal Drain Pipe, 2-inch weepholes Page A-19 Revises 61901-0000 Fence (Log Rail)

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page Section/Table Revision E-30 109.06A(a) Asphalt binder adjustment Revises PG F-11 205.11 Measurement Revises Subsection F-80 601 Minor Concrete Structures Deletes Section F-81 601A.01 Description Revises Subsection F-128 622.01 Description Adds (s) F-138 637.06 Payment Revises Section G-9 705.07 Boulders Revises Subsection

PLANS

Plan sheet B.4 Revises quantity for 62031-0000 Repoint Stone Masonry (Guardwall) Plan sheet B.4 Revises quantity for 62031-0000 Repoint Stone Masonry (Headwall) Plan sheet B.4 Revises quantity for 62201-0250 Dump Truck, 10 Cubic Yard Minimum

Capacity Plan sheet B.4 Revises quantity for 62201-3000 Hydraulic Excavator with Hoe Ram Plan sheet B.4 Revises quantity for 62301-0000 General Labor Plan sheet B.7 Revises bid item 61001-0000 Horizontal Drain Pipe, 2-inch weepholes and bid item 61901-0000 Fence (Log Rail) Plan sheet D.1 Adds location to table Item 21101-2000 Plan sheet D.61 Adds roadway obliteration Plan sheet E.1 Revises location in table Stone Material Requirements Plan sheet E.2 Revises table Item 61909-0000 Fence (Log Rail) Plan sheet E.14 Revises callout station for Log Fence in vegetated island Plan sheet F.1 Revises table 61001-0000 Plan sheet I.2-I.4 Revises quantities in column 62031-0000 to square feet Plan sheet J.3 Deletes 8” dimension in pipe Plan sheet K.1 Revises table Item 63504-1000

Notice to Bidders: Please submit revised pages A-7 through A-22 with your bid.

Amendment No. A002, 04/10/2013 MT PRA GLAC 10(39) Solicitation No. DTFH70-12-R-00007 GTSR Rehabilitation, Siyeh Bend to Rising Sun Page 3 Phase XII

PLANS - PEN AND INK CHANGE(S)

Please make the following pen & ink change(s):

Plan sheet #H.10 Revises call out for 5” utility conduit to 6” (call out in lower left corner of plan sheet)

ENCLOSURES

Pages:

A-7 thought A-22 E-30 F-11 F-80 F-81 F-128 F-138 G-9

Plan Sheets:

B.4 B.7 D.1 D.61 E.1 through E.2 E.14 E.17 F.1 I.2 through I.4 J.3 K.1

Page(s) not included due to Pen and Ink change(s):

H.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 bid 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 Amount Bid for the item will be based on the Unit Bid Price.

When a "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 the amounts bid for all pay items and insert the total bid amount.

Do not include an amount to protect against contingent cost increases to prices subject to the escalation coverage.

Bid Schedule

Project No:MT PRA GLAC 10(39)

Project Name:GTSR Siyeh Bend to Rising Sun, Phase XII

A - 8

Contract Quantity Pay Items

20401-0000 ROADWAY EXCAVATION

20801-0000 STRUCTURE EXCAVATION (ROES CREEK BRIDGE)

55104-1000 DYNAMIC PILE LOAD TEST

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (ROES CREEK BRIDGE)

55302-3200 PRECAST, PRESTRESSED CONCRETE GIRDERS (AASHTO TYPE IV)

55401-1000 REINFORCING STEEL

55401-2000 REINFORCING STEEL, EPOXY COATED

56401-1000 BEARING DEVICE, ELASTOMERIC

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

A1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A1020 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A1040 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A1060 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A1080 15705-0100 SOIL EROSION CONTROL, SILT FENCE

9,500 LNFT $____________ $____________

A1100 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE (ROCK SOCK)

300 LNFT $____________ $____________

A1120 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

14,450 LNFT $____________ $____________

A1140 15706-0300 SOIL EROSION CONTROL, SANDBAG

250 EACH $____________ $____________

A1160 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A1180 20103-0000 CLEARING AND GRUBBING

2,876 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A1200 20301-0080 REMOVAL OF BENCH

8 EACH $____________ $____________

A1220 20301-0200 REMOVAL OF BOULDER

136 EACH $____________ $____________

A1240 20301-1100 REMOVAL OF GATE

1 EACH $____________ $____________

A1260 20301-1200 REMOVAL OF HEADWALL

10 EACH $____________ $____________

A1280 20301-1400 REMOVAL OF INLET

3 EACH $____________ $____________

A1300 20301-1900 REMOVAL OF PIPE CULVERT

32 EACH $____________ $____________

A1320 20301-2400 REMOVAL OF SIGN (SHUTTLE SIGN)

4 EACH $____________ $____________

A1340 20301-2400 REMOVAL OF SIGN

70 EACH $____________ $____________

A1360 20301-2700 REMOVAL OF STRUCTURE (Wayside Exhibit)

2 EACH $____________ $____________

A1380 20301-2700 REMOVAL OF STRUCTURE (Monitoring Well Decommission)

7 EACH $____________ $____________

A1400 20301-3000 REMOVAL OF TRASH RECEPTACLE

8 EACH $____________ $____________

A1420 20302-0600 REMOVAL OF CURB, STONE

198 LNFT $____________ $____________

A1440 20302-1700 REMOVAL OF PAVED WATERWAY, ASPHALT (Gutter)

1,230 LNFT $____________ $____________

A1460 20302-2200 REMOVAL OF SEWERLINE

800 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A1480 20303-3000 REMOVAL OF SIDEWALK, ASPHALT

78 SQYD $____________ $____________

A1500 20303-3500 REMOVAL OF STONE MASONRY (GUARDWALL)

457 SQYD $____________ $____________

A1520 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (ROES CREEK BRIDGE)

ALL LPSM $___LPSM_____ $____________

A1540 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (Hitching Post and Livestock

Loading Ramp)

ALL LPSM $___LPSM_____ $____________

A1560 20401-0000 ROADWAY EXCAVATION

13,500 CUYD $____________ $____________

A1580 20402-0000 SUBEXCAVATION (Slide Stabilization)

4,500 CUYD $____________ $____________

A1600 20402-0000 SUBEXCAVATION (Deep Patch)

6,500 CUYD $____________ $____________

A1620 20402-0000 SUBEXCAVATION (Subgrade Stabilization)

1,700 CUYD $____________ $____________

A1640 20410-0000 SELECT BORROW

1,800 CUYD $____________ $____________

A1660 20410-0000 SELECT BORROW (DEEP PATCH)

2,000 CUYD $____________ $____________

A1680 20502-0000 CONTROLLED BLASTING

10,456 SQFT $____________ $____________

A1700 20701-1200 EARTHWORK GEOTEXTILE, TYPE IV-A

2,343 SQYD $____________ $____________

A1720 20801-0000 STRUCTURE EXCAVATION (ROES CREEK BRIDGE)

190 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A1740 25101-1000 PLACED RIPRAP, CLASS 1

1 CUYD $____________ $____________

A1760 25101-4000 PLACED RIPRAP, CLASS 4

774 CUYD $____________ $____________

A1780 25101-5000 PLACED RIPRAP, CLASS 5

742 CUYD $____________ $____________

A1800 30302-1000 DITCH RECONDITIONING

9,000 LNFT $____________ $____________

A1820 55101-0200 CONCRETE FILLED STEEL PIPE PILES, IN PLACE (16" DIA X 0.5")

730 LNFT $____________ $____________

A1840 55104-1000 DYNAMIC PILE LOAD TEST

2 EACH $____________ $____________

A1860 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (ROES CREEK BRIDGE)

160 CUYD $____________ $____________

A1880 55302-3200 PRECAST, PRESTRESSED CONCRETE GIRDERS (AASHTO TYPE IV)

340 LNFT $____________ $____________

A1900 55401-1000 REINFORCING STEEL

5,900 LB $____________ $____________

A1920 55401-2000 REINFORCING STEEL, EPOXY COATED

30,500 LB $____________ $____________

A1940 56401-1000 BEARING DEVICE, ELASTOMERIC

8 EACH $____________ $____________

A1960 60101-0000 CONCRETE (BOX CULVERT REPAIR)

38 CUYD $____________ $____________

A1980 60201-0600 18-INCH PIPE CULVERT

950 LNFT $____________ $____________

A2000 60201-0800 24-INCH PIPE CULVERT

549 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A2020 60201-0900 30-INCH PIPE CULVERT

105 LNFT $____________ $____________

A2040 60201-1000 36-INCH PIPE CULVERT

347 LNFT $____________ $____________

A2060 60201-1200 48-INCH PIPE CULVERT

190 LNFT $____________ $____________

A2080 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (FLARED)

1 EACH $____________ $____________

A2100 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT (FLARED)

1 EACH $____________ $____________

A2120 60403-0000 INLET , TYPE 4

2 EACH $____________ $____________

A2140 60403-0100 INLET, TYPE 1

1 EACH $____________ $____________

A2160 60501-0000 STANDARD UNDERDRAIN SYSTEM (BARING CREEK BRIDGE)

215 LNFT $____________ $____________

A2180 60501-0000 STANDARD UNDERDRAIN SYSTEM (DEEP TRENCH)

50 LNFT $____________ $____________

A2200 60706-0000 CLEANING DRAINAGE STRUCTURE

31 EACH $____________ $____________

A2220 60706-0000 CLEANING DRAINAGE STRUCTURE (HORIZONTAL DRAINS)

29 EACH $____________ $____________

A2240 60811-0000 DRAINAGE CHUTE (TYPE 3)

6 EACH $____________ $____________

A2260 60901-4200 CURB, STONE, TYPE 1, 18-INCH DEPTH

407 LNFT $____________ $____________

A2280 61103-0600 6-INCH ENCASEMENT PIPE, POLYVINYL CHLORIDE (PVC) (Power utility conduit)

331 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

A2300 61902-0900 GATE, METAL

2 EACH $____________ $____________

A2320 62010-1000 STONE MASONRY GUARDWALL (ASHLAR CORE, TYPE 7)

40 LNFT $____________ $____________

A2340 62010-1000 STONE MASONRY GUARDWALL (ASHLAR, TYPE 9)

56 LNFT $____________ $____________

A2360 62010-1000 STONE MASONRY GUARDWALL (ASHLAR CORE, TYPE 8)

172 LNFT $____________ $____________

A2380 62011-0300 STONE MASONRY HEADWALL FOR 18-INCH PIPE CULVERT

3 EACH $____________ $____________

A2400 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

7 EACH $____________ $____________

A2420 62011-0700 STONE MASONRY HEADWALL FOR 36-INCH PIPE CULVERT

3 EACH $____________ $____________

A2440 62011-0900 STONE MASONRY HEADWALL FOR 48-INCH PIPE CULVERT

1 EACH $____________ $____________

A2460 62013-2000 STONE MASONRY WALL (ASHLAR GUARDWALL, TYPE 3)

330 SQYD $____________ $____________

A2480 62013-2000 STONE MASONRY WALL (ASHLAR GUARDWALL, TYPE 2)

132 SQYD $____________ $____________

A2500 62013-2000 STONE MASONRY WALL (VENEER)

89 SQYD $____________ $____________

A2520 62026-1000 REMOVE AND RESET STONE MASONRY (MASONRY WALL REPAIR)

27.8 SQYD $____________ $____________

A2540 62026-1000 REMOVE AND RESET STONE MASONRY (MASONRY SPILLWAY REPAIR)

20 SQYD $____________ $____________

A2560 62027-0000 REMOVE AND RESET STONE MASONRY (MASONRY GUARDWALL)

25 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 14

A2580 62031-0000 REPOINT STONE MASONRY (GOLDEN STAIRCASE GUARDWALLS)

733 SQFT $____________ $____________

A2600 62031-0000 REPOINT STONE MASONRY (GOLDEN STAIRCASE RETAINING WALLS)

874 SQFT $____________ $____________

A002 A2620 62031-0000 REPOINT STONE MASONRY (GUARDWALL)

3,385 SQFT $____________ $____________

A2640 62031-0000 REPOINT STONE MASONRY (SUNRIFT GORGE)

1,170 SQFT $____________ $____________

A002 A2660 62031-0000 REPOINT STONE MASONRY (HEADWALL)

1,387.2 SQFT $____________ $____________

A2680 62031-0000 REPOINT STONE MASONRY (SPILLWAYS)

1,600 SQFT $____________ $____________

A2700 62032-0000 REPOINT STONE MASONRY (DEAD HORSE POINT)

ALL LPSM $___LPSM_____ $____________

A2720 62032-0000 REPOINT STONE MASONRY (HORSE UNDERPASS)

ALL LPSM $___LPSM_____ $____________

A002 A2740 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

160 HOUR $____________ $____________

A2760 62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

250 HOUR $____________ $____________

A002 A2780 62201-3000 HYDRAULIC EXCAVATOR WITH HOE RAM

180 HOUR $____________ $____________

A2800 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.0 CUBIC YARD MINIMUM

CAPACITY WITH THUMB ATTACHMENT

230 HOUR $____________ $____________

A2820 62201-3800 PICKUP TRUCK, 1 TON (with snow plow)

200 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 15

A2840 62201-3800 PICKUP TRUCK, 1 TON , WITH PRESSURE WASHER WITH 100' OF WATER

LINE

200 HOUR $____________ $____________

A002 A2860 62301-0000 GENERAL LABOR

803 HOUR $____________ $____________

A2880 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (Restrooms Ahead)

2 EACH $____________ $____________

A2900 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

2 EACH $____________ $____________

A2920 63502-1200 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 28-INCH

500 EACH $____________ $____________

A2940 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

75 EACH $____________ $____________

A2960 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

10 EACH $____________ $____________

A2980 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

20 EACH $____________ $____________

A3000 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

75,700 LNFT $____________ $____________

A3020 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

1,154 SQFT $____________ $____________

A3040 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,560 HOUR $____________ $____________

A3060 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

220 DAY $____________ $____________

A3080 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

14,000 FXHR $45.00 $630,000.00

Bid Schedule Schedule:A Schedule Type:Base

A - 16

A3100 63706-0000 RESIDENTIAL HOUSING

1,740 DAY $____________ $____________

A3120 64603-0900 FIXTURE, PORTABLE TOILET

4 EACH $____________ $____________

A3140 64625-1000 MAINTENANCE, TOILET

148 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

A - 17

Contract Quantity Pay Items

21101-2000 ROADWAY OBLITERATION, METHOD 2

40802-0200 COLD RECYCLED ASPHALT BASE COURSE, 3-INCH DEPTH

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

B1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B1020 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

B1040 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B1060 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

B1080 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

B1100 20410-0000 SELECT BORROW

610 CUYD $____________ $____________

B1120 21101-2000 ROADWAY OBLITERATION, METHOD 2

1,700 SQYD $____________ $____________

B1140 25120-2000 RIPRAP DITCH, CLASS 2 (TYPE 2)

500 LNFT $____________ $____________

B1160 25120-2000 RIPRAP DITCH, CLASS 2 (TYPE 1)

1,300 LNFT $____________ $____________

B1180 25125-0000 BOULDER

305 EACH $____________ $____________

B1200 25210-0000 ROCKERY (TRAIL WALL)

112 SQYD $____________ $____________

B1220 25210-0000 ROCKERY (1'-6" TOE WALL)

112 SQYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

A - 18

B1240 25210-0000 ROCKERY (BARRIER WALL)

4 SQYD $____________ $____________

B1260 25210-0000 ROCKERY (Wall)

229 SQYD $____________ $____________

B1280 26101-0000 ROCK DOWEL

60 LNFT $____________ $____________

B1300 30503-0000 AGGREGATE-TOPSOIL COURSE

145 CUYD $____________ $____________

B1320 30802-2000 ROADWAY AGGREGATE, METHOD 2

9,500 TON $____________ $____________

B1340 31001-0000 RECYCLED AGGREGATE BASE

130,693 SQYD $____________ $____________

B1360 40101-5600 SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL

23,000 TON $____________ $____________

B1420 40205-3000 ANTISTRIP ADDITIVE, TYPE 3

223 TON $____________ $____________

B1440 40802-0200 COLD RECYCLED ASPHALT BASE COURSE, 3-INCH DEPTH

131,000 SQYD $____________ $____________

B1460 40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

60 TON $____________ $____________

B1480 41101-1000 PRIME COAT, GRADE CMS-2

170 TON $____________ $____________

B1500 41105-0000 BLOTTER

1,800 TON $____________ $____________

B1520 41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

50 TON $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

A - 19

B1540 41301-0800 ASPHALT PAVEMENT MILLING, 3-INCH DEPTH

130,693 SQYD $____________ $____________

B1560 50102-0900 PLAIN RIGID PAVEMENT, 8-INCH DEPTH, TYPE C SMOOTHNESS/ROUGHNESS

432 SQYD $____________ $____________

B1580 56604-0000 REINFORCED SHOTCRETE (GUARDWALL UNDERPINNING)

15 CUYD $____________ $____________

B1600 60901-4200 CURB, STONE, TYPE 1, 18-INCH DEPTH

220.0 LNFT $____________ $____________

B1620 60915-1000 WHEELSTOP, CONCRETE (LOG PATTERN)

29 EACH $____________ $____________

A002 B1640 61001-0000 HORIZONTAL DRAIN PIPE , 2-INCH WEEPHOLES

6 LNFT $____________ $____________

B1660 61501-0500 SIDEWALK, EXPOSED AGGREGATE CONCRETE

208 SQYD $____________ $____________

A002 B1680 61901-0000 FENCE (LOG RAIL)

809 LNFT $____________ $____________

B1700 62201-0000 EQUIPMENT (Survey Equipment)

40 HOUR $____________ $____________

B1720 62201-0000 EQUIPMENT (Bobcat)

10 HOUR $____________ $____________

B1740 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

170 HOUR $____________ $____________

B1760 62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

96 HOUR $____________ $____________

B1780 62201-2050 ROLLER

30 HOUR $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

A - 20

B1800 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

20 HOUR $____________ $____________

B1820 62201-3000 HYDRAULIC EXCAVATOR (MINI)

15 HOUR $____________ $____________

B1840 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.0 CUBIC YARD MINIMUM

CAPACITY WITH THUMB ATTACHMENT

270 HOUR $____________ $____________

B1860 62201-3750 CHAIN SAW

40 HOUR $____________ $____________

B1880 62301-0000 GENERAL LABOR

480 HOUR $____________ $____________

B1900 62401-0400 FURNISHING AND PLACING TOPSOIL, 6-INCH DEPTH

221 SQYD $____________ $____________

A001 B1920 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN

31 EACH $____________ $____________

B1940 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (SHUTTLE SIGN)

6 EACH $____________ $____________

B1960 63302-0000 SIGN SYSTEM

431.25 SQFT $____________ $____________

B1980 63306-2100 POST, WOOD, 8-INCH DIAMETER

1 EACH $____________ $____________

B2000 63316-1000 REMOVE AND RESET SIGN (Trail Sign)

5 EACH $____________ $____________

B2020 63318-1000 SNOWPOLE HOLDER

500 EACH $____________ $____________

B2040 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW)

160,000 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

A - 21

B2060 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

12,500 LNFT $____________ $____________

B2080 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (YELLOW)

25,000 LNFT $____________ $____________

B2100 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL (WHITE)

1 EACH $____________ $____________

B2120 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

780 HOUR $____________ $____________

B2140 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

110 DAY $____________ $____________

B2160 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

7,000 FXHR $45.00 $315,000.00

B2180 64603-0100 FIXTURE, TRASH RECEPTACLE (GOVERNMENT FURNISHED)

10 EACH $____________ $____________

B2200 64603-0300 FIXTURE, BENCH (GOVERNMENT FURNISHED)

9 EACH $____________ $____________

B2220 64603-1200 FIXTURE, WAYSIDE EXHIBIT (GOVERNMENT FURNISHED)

4 EACH $____________ $____________

B2240 64604-1000 FIXTURE, HANDRAIL

202 LNFT $____________ $____________

B2260 64630-0000 ROADSIDE DEVELOPMENT (HITCHING POST AND LIVESTOCK LOADING

RAMP)

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Options

A - 22

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(A - 8)

Schedule B - Option(A - 17)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

E-30

Special Contract Requirements Project: MT PRA GLAC 10(39), GTSR Rehabilitation, Siyeh Bend to Rising Sun, Phase XII http://www.wfl.fhwa.dot.gov/resources/construction/forms/contractor-forms.htm

For equipment that is not planned to be used at the time of the preconstruction conference, but is later used on the project, provide required information and data prior to mobilizing the equipment to the project.

109.06A Adjustments for Price Fluctuations. (Added Subsection).

Price adjustments for pay items listed in Table 109-1 will be made when the price fluctuation for products used in the performance of the work exceed specified limits. Adjustments are not intended to compensate for normal day-to-day fluctuations, seasonal changes, or to serve as a guarantee of full compensation for price fluctuations. It does provide for sharing in a portion of the risk, which could result from unusual price fluctuations. No price adjustments will be made for work performed beyond the fixed completion date.

Table 109-1 Pricing Adjustment Pay Items

Pay Item Number

Pay Item Description Product

40101-1000 Superpave pavement Asphalt binder

& Fuel

40802-0200 Cold recycle asphalt base, 3-inch depth Binder portion of emulsified asphalt

& Fuel

Monthly adjustments will be accrued with the payment or rebate to be made in the final voucher.

A partial price adjustment payment may be made once every 12 months or when the unpaid accrued increase exceeds $10,000 when requested in writing. The Government will withhold a rebate when the deductive accrual exceeds $10,000.

The maximum allowable monthly and final adjustment for payment to the Contractor or rebate to the Government is limited to 50 percent of the Base Price Index (BPI).

(a) Asphalt binder adjustment. The Government will determine price indexes using price data obtained from the “Asphalt Weekly Monitor®” by Poten and Partners, Inc. The weekly high and low selling price data for Primarily PG 58-28 and PG 64-22 reported for Western Montana will be averaged and used to establish a BPI and a Monthly Performance Price Index (MPPI). These indexes are defined as follows:

(1) Base price index. The BPI is a price index determined by the arithmetic average for prices in the 4 “Asphalt Weekly Monitor®” publications immediately preceding the bid opening.

BPI(Asphalt Binder) = $ [PRICE TO BE INSERTED AT AWARD] per ton

(2) Monthly performance price index. The Monthly Performance Price Index (MPPI) is the arithmetic average of the weekly price data from four “Asphalt Weekly Monitor®”

Revised by Amendment A002

F-11

Project: MT PRA-GLAC 10(39), GTSR Rehabilitation, Siyeh Bend to Rising Sun, Phase XII

Add the following:

(e) Obliteration of half casts. Remove all drill hole half-casts from the final face.

Measurement

205.11 Delete the second and third paragraph of this Subsection and substitute the following:

Measure blasting by the square foot of the finished face shot, projected on a vertical plane as shown in the blast plan.

Measure controlled blasting and production blasting by the SQFT under the controlled blasting pay item.

F-80

03USC07/26/05

Section 601. — MINOR CONCRETE STRUCTURES

F-81

Section 601A. — MINOR CONCRETE FOR SELECT STRUCTURES

(ADDED SECTION)

Description

601A.01 This work consists of furnishing, placing, finishing, and curing concrete for the box culvert.

Structural concrete class is designated as shown in Table 601A-1.

Material

601A.02 Conform to the following Subsections:

Hydraulic cement 701.01 Masonry cement 701.02 Fine aggregate 703.01 Coarse aggregate 703.02 Reinforcing steel 709.01 Curing material 711.01 Air-entraining admixture 711.02 Chemical admixtures 711.03 Latex modifier 711.04 Concrete color agent 711.05 Joint fillers and sealants 712.01 Elastomeric bearing pads 717.10 Polychloroprene 717.16 Water 725.01 Silica fume (microsilica) 725.04 Fly ash 725.04 Ground iron blast-furnace slag 725.04 Linseed oil 725.14 Grout 725.22 Color coating 725.24

Construction Requirements

601A.03 Composition (Concrete Mix Design). Design and produce concrete mixtures that conform to Tables 601A-1 and 601A-2 for the class of concrete specified. Determine design strength values according to ACI 318. Structural concrete shall also conform to the following ACI specifications.

ACI 211.1 Standard Practice for Selecting Proportions for Normal, Heavy Weight and Mass Concrete;

F-128

(n) Moving concrete barriers (2170+43 to 2171+18, Rt and 2174+90 to 2175+60, Rt) as directed by the CO;

(o) Placing conserved stone from the adjacent rock cut and minor grading at Wild Goose Island Overlook (2251+50 to 2252+00) as directed by the CO;

(p) Remove and salvage limestone rock outcrop (2253+50 to 2256+35, Lt), equipment used to haul materials to waste is not included for payment;

(q) Rock excavation required under Sections 204 and 209, includes equipment required to break or rip the material only;

(r) Minor surveying as directed by the CO; and

(s) Obliterate the concrete weir upstream from Roes Creek Bridge as directed by the CO.

Remove all debris larger than 1 cubic foot with a hydraulic excavator. The remaining debris will be removed from the creek by others. Legally dispose of all weir debris outside of the Park boundaries.

Construction Requirements

622.02 Rental Equipment. Add the following:

Furnish and operate the following equipment:

Number of Units Type of Equipment

1 Dump Truck, 10 cubic yard minimum capacity

1 Wheel Loader, 2 cubic yard minimum rated capacity bucket

Hydraulic excavator, crawler mounted, 1.0 cubic yard minimum capacity with thumb attachment Hydraulic excavator (with hoe ram attachment) Hydraulic excavator (mini)

Chain saw Roller Pickup truck, 1 ton (with pressure washer and 100ft. of water line) Pickup Truck, 1 ton (with snow plow) Motor Grader, 12 foot minimum blade Bobcat Survey Instrument (Total Station)

Submit the model number and serial number for each piece of equipment before use. Make equipment available for inspection and approval before use.

Revised by amendment A002

F-138

Table 637-2 Minimum Facility Furnishings and Services

Property Residential

Housing Unit

Folding deck chair 2

Storage cabinet 3

Fire extinguisher 1

Smoke Alarms 2

Refrigerator, 18-cubic foot 1

Range and oven, standard 22-inch 1

Microwave Oven, 900 watts, 0.5 cu ft 1

Laundry (washer, dryer) 1

Kitchen table with 4 chairs 1 set

Standard Sofa, 5 foot 1

Coffee table 1

Easy chair 1

End table 1

Table lamp 2

Queen bed 1

Night stand 1

Night stand lamp 1

Dresser, 6-drawer 1

Entertainment stand 1

Vacuum cleaner, bagless, 12amp 1

Measurement

637.05 Measure the Section 637 items listed in the bid schedule according to Subsection 109.02

Payment

637.06 The accepted quantities will be paid at the contract price per unit of measurement for the Section 637 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

Measure residential housing by the day.

G-9

Project: MT PRA GLAC 10(39), GTSR Rehabilitation, Siyeh Bend to Rising Sun, Phase XII

03USC09/11/06

Section 705. — ROCK

705.02 Riprap Rock. Delete the text of this Subsection and substitute the following:

Furnish hard, durable, angular rock that is resistant to weathering and water action and free of organic or other unsuitable material. Angular rock is characterized by sharp, clean edges at the intersections of relatively flat surfaces. Do not use shale, rock with shale seams, or other fissile or fissured rock that may break into smaller pieces in the process of handling and placing.

705.03 Rock for Masonry Structures. Add the following:

Furnish stone conforming to the size and shape specified in the plans. Provide stone according to Section 620 and Section 105.

705.07 Boulders. (Added Subsection).

Furnish boulders conforming to the size, shape and stone type specified in the plans, and according to Sections 105 and 251.

Boulders will be blocky, with the top surface of the boulder having a minimum of 75 percent of flat surface and a maximum 5 degree offset to the horizontal plane when set in its final position.

705.08 Stone for Rockery Walls. (Added Subsection).

Furnish hard, durable, angular stones free of organic and spoil material. Furnish stones with breadth and thickness at least one-half its length. Furnish stones graded in a well-balanced range conforming to the sizes shown on the plans.

Match rockery wall stones to the color and characteristics of the material outlined in the plans.

Do not haul or place rockery wall stones until color and material characteristics are approved by the CO. Rockery wall stone material sources may be approved for use prior to the proposal opening date as detailed in the Notice to Offerors.

705.09 Stone for Rock Socks. (Added Subsection).

Furnish a washed well graded 1½ -inch (minus) fractured aggregate that shall comply with gradation on this sheet (1½ -inch minus).

Wire mesh shall be fabricated of 10 gage poultry mesh, or equivalent, with a maximum opening of ½ -inch recommended minimum roll width of 48-inches.

Wire mesh shall be secured using ”Hog Rings” or wire ties at 6-inch centers along all joints and at 2-inch centers on ends of socks.

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L

TYPICAL

SECTIONS

PLAN AND

PROFILE

TURNOUTS WALLS

EROSION

CONTROL

STRUCTURES DRAINAGE

MISCELLANEOUS

DETAILS

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE

Bid

Schedule

A2560 62027-0000 REMOVE AND RESET STONE

MASONRY (MASONRY GUARDWALL) LNFT 25 25

A2580 62031-0000 REPOINT STONE MASONRY (GOLDEN

STAIRCASE GUARDWALLS) SQFT 733 733

A2600 62031-0000 REPOINT STONE MASONRY (GOLDEN

STAIRCASE RETAINING WALLS) SQFT 874 874

A002 A2620 62031-0000 REPOINT STONE MASONRY

(GUARDWALL) SQFT 3,385 3,385

A2640 62031-0000 REPOINT STONE MASONRY

(SUNRIFT GORGE) SQFT 1,170 1,170

A002 A2660 62031-0000 REPOINT STONE MASONRY

(HEADWALL) SQFT 1,387.2 1,387.2

A2680 62031-0000 REPOINT STONE MASONRY

(SPILLWAYS) SQFT 1,600 1,600

A2700 62032-0000 REPOINT STONE MASONRY (DEAD

HORSE POINT) LPSM All ALL

A2720 62032-0000 REPOINT STONE MASONRY (HORSE

UNDERPASS) LPSM All ALL

A002 A2740 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 160

A2760 62201-0900 WHEEL LOADER, 2 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 250

A002 A2780 62201-3000 HYDRAULIC EXCAVATOR WITH HOE

RAM HOUR 180

A2800 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER

MOUNTED, 1.0 CUBIC YARD

MINIMUM CAPACITY WITH THUMB

ATTACHMENT HOUR 230

A2820 62201-3800 PICKUP TRUCK, 1 TON (with snow plow) HOUR 200

A2840 62201-3800 PICKUP TRUCK, 1 TON, WITH

PRESSURE WASHER WITH 100' OF

WATER LINE HOUR 200

A002 A2860 62301-0000 GENERAL LABOR HOUR 803

A2880 63301-1000 SIGN SYSTEM, GOVERNMENT

FURNISHED SIGN (Restrooms

Ahead) EACH 2 2

A2900 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 2 2

-A p r-

:4 P

M

MileStone: Amendment A002 Amendment Review Date: In Progress Report Date: 04/09/13 c:

\m yf ile s\ p w p ro d u ct io n \d m s9 su m m a ry

-w fl -A

.x ls m

]S h ee t (4

SUMMARY OF QUANTITIES - BASE

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

MT PRA GLAC 10(39) B.4MT

NUMBER

SHEET

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L

TYPICAL

SECTIONS

PLAN AND

PROFILE

TURNOUTS WALLS

EROSION

CONTROL

STRUCTURES DRAINAGE

MISCELLANEOUS

DETAILS

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE

Bid

Schedule

B1600 60901-4200 CURB, STONE, TYPE 1, 18-INCH

DEPTH LNFT 220.0 220.0

B1620 60915-1000 WHEELSTOP, CONCRETE (LOG

PATTERN) EACH 29 29

A002 B1640 61001-0000 HORIZONTAL DRAIN PIPE, 2-INCH

WEEPHOLES LNFT 6 6

B1660 61501-0500 SIDEWALK, EXPOSED AGGREGATE

CONCRETE SQYD 208 208

A002 B1680 61901-0000 FENCE (LOG RAIL) LNFT 761 48 809

B1700 62201-0000 EQUIPMENT (Survey Equipment) HOUR 40

B1720 62201-0000 EQUIPMENT (Bobcat) HOUR 10

B1740 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 170

B1760 62201-0900 WHEEL LOADER, 2 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 96

B1780 62201-2050 ROLLER HOUR 30

B1800 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 20

B1820 62201-3000 HYDRAULIC EXCAVATOR (MINI) HOUR 15

B1840 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER

MOUNTED, 1.0 CUBIC YARD

MINIMUM CAPACITY WITH THUMB

ATTACHMENT HOUR 270

B1860 62201-3750 CHAIN SAW HOUR 40

B1880 62301-0000 GENERAL LABOR HOUR 480

B1900 62401-0400 FURNISHING AND PLACING

TOPSOIL, 6-INCH DEPTH SQYD 221 221

A001 B1920 63301-1000 SIGN SYSTEM, GOVERNMENT

FURNISHED SIGN EACH 31 31

B1940 63301-1000 SIGN SYSTEM, GOVERNMENT

FURNISHED SIGN (SHUTTLE SIGN) EACH 6 6

B1960 63302-0000 SIGN SYSTEM SQFT 431.25 431.25

B1980 63306-2100 POST, WOOD, 8-INCH DIAMETER EACH 1 1

B2000 63316-1000 REMOVE AND RESET SIGN (Trail

Sign) EACH 5 5

B2020 63318-1000 SNOWPOLE HOLDER EACH 300 200 500

B2040 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (YELLOW) LNFT 157,965 2,035 160,000

B2060 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE) LNFT 12,134 366 12,500

-A p r-

:4 P

M

MileStone: Amendment A002 Amendment Review Date: In Progress Report Date: 04/09/13 c:

\m yf ile s\ p w p ro d u ct io n \d m s9 su m m a ry

-w fl -A

.x ls m

]S h ee t (7

SUMMARY OF QUANTITIES - OPTION 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

MT PRA GLAC 10(39) B.7MT

ROADWAY QUANTITIES

ITEM DESCRIPTION UNIT

BOULDER QUANTITIES

LOCATION

LOCATION

(SQYD)

QUANTITY

Roadway excavation20401-0000

QUANTITY

TOTAL

FOR INFO ONLY Roadway embankment

CUYD

CUYD

(EACH)

BOULDER

ITEM 25125-0000

(EACH)

REMOVAL OF BOULDERS

ITEM 20301-0200

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

SHEET 1 of 2

TABULATION OF QUANTITIES

SIDE

SIDE

LOCATION

(SQYD)

QUANTITY

GEOTEXTILE, TYPE IV-A

ITEM 20701-1200

LOCATION

LT

TOTAL

2253+00 to 2256+00

TOTAL

LOCATION

(SQYD)

QUANTITY

RT

RT

SIDE

SIDE

SIDE

12,713

CONTROLLED BLASTING

ITEM 20502-0000

RT 609

1826+60 to 1827+80

1830+34 to 1839+71

1846+59 to 1852+80

TOTAL

(EACH)

QUANTITY

DECOMMISSION)

(MONITORING WELL

REMOVAL OF STRUCTURE

ITEM 20301-2700

2065+36

TOTAL

LT

LT

1844+10 to 1844+75 RT

1855+85 to 1856+55 163

1921+50 to 1921+83 RT 70

1928+40 to 1928+70 RT 127

1928+65 to 1929+00 82

LOCATION

TOTAL

(LNFT)

QUANTITY

SIDE

LT2534+00 to 2542+00 800

LOCATION

TOTAL

(LNFT)

QUANTITY

SIDE

2065+43 1

2066+30 1

2066+52 1

OFFSET

8' LT

4' RT

4' RT

8.5' LT

83 51

5,998

2540+60

2540+60

2156+70 9' RT

20' RT

B-13

B-14

12' LT

B-16

B-15

B-21

B-50

B-51

LOCATION

(EACH)

QUANTITY

REMOVAL OF GATE

ITEM 20301-1100

1914+12 1

LOCATION

(LNFT)

QUANTITY

SIDE

TOTAL 1

B a s e

B a s e

B a s e

B a s e

B a s e

B a s e

Base Option A

2534+00 to 2542+00

2534+00 to 2542+00

RT

LT

LOCATION

(CUYD)

QUANTITYSIDE NOTES

B a s e

(TELEPHONE LINE)

CONDUITS

REMOVAL OF UTILITY

1,230

1,600

10,413

10,413

(For information only)

D.1

STATE PROJECT

MT PRA GLAC 10(39)

g la c fa

.d g n

U

S I n t2

D

R J o h n s o n

C h e c k e d b y

W

M c

Q u is to n D e s ig n e d b y

Limestone @ Wild Goose East

Limestone @ Wild Goose West

Debris pile

Green Argillite

Green Argillite

Green Argillite

Green Argillite

Green Argillite

Green Argillite

Red Argillite

Red Argillite

ASPHALT (GUTTER)

WATERWAY,

REMOVAL OF PAVED

ITEM 20302-1700

(LNFT)

DEPTH

21.5

18.5

HOLE

BORE

LOCATION

FOR INFORMATION ONLY

SALVAGE ROCK AS NEEDED

(MASONRY GUARDWALL)

STONE MASONRY

REMOVE AND RESET

ITEM 62027-0000

TOTAL 25

2171+75 to 2171+90

2066+94 to 2067+04

RT

RT

(SQFT)

QUANTITY

O p ti o n A

METHOD 2

ROADWAY OBLITERATION

ITEM 21101-2000

TOTAL 1,978

REMOVAL OF SEWER LINE

ITEM 20302-2200

B a s e

2295+26 to 2295+87

2279+27 to 2281+81

2278+93 to 2281+76

2101+00 to 2101+66

2049+71 to 2051+00

2047+15 to 2048+45

2042+10 to 2044+08

2026+76 to 2030+66

RT

LT

RT

RT

RT

RT

RT

RT

B a s e

2253+00 to 2256+35

2245+00 to 2251+00

2172+48 to 2177+00

2171+00 to 2175+00

2170+50 to 2170+55

2150+50 to 2151+30

2105+40 to 2107+90

2080+35 to 2081+75

2073+17 to 2074+75

2068+90 to 2069+00

2042+00 to 2043+75

2032+00 to 2039+00

LT

LT

LT

RT

RT

RT

LT & RT

LT

RT

RT

RT

RT

2,037.0

1,467.3

1,829.1

30.0

1.0

3.0

8.0

3.0

3.0

3.0

8.0

6.5

2255+29 to 2256+30

2253+14 to 2254+90

2243+01 to 2244+91

2212+55 to 2212+86

2204+92 to 2205+57

2203+80 to 2204+82

2203+26 to 2203+73

2173+08 to 2176+35

2136+34 to 2136+57

2134+91 to 2135+09

2120+71 to 2122+22

2118+14 to 2118+55

2063+04 to 2064+06

2054+33 to 2054+52

2038+74 to 2039+25

2031+24 to 2031+52

2027+95 to 2028+51

2015+52 to 2016+05

2014+16 to 2014+56

1997+10 to 1997+41

1994+94 to 1995+73

1988+78 to 1989+68

1987+03 to 1987+77

1959+30 to 1961+36

1959+25 to 1959+87

1922+76 to 1923+80

1880+38 to 1881+11

1845+98 to 1850+79

RT

RT

LT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

2 Revised by Amendment A002.

5 4

4715 4720

4730473547404745475047554760

-4.3290%

,6

.2

300' VC

K = 50

-4.3290% +1.710

7%

-4.3290%

P T

.7

CUYD

EXC.

CUYD

EMB.

2177217621752174217321722171

4654 4640

4656 4642

4658 4644

4660 4646

4662 4648

4664 4650

4666 4652

4668 4654

D.61

STATE PROJECT

MT

PRA GLAC 10(39)

g la c fz z h .d g n

I n t_ ft

D

J o h n s e c k e d b y

W

M c

Q u is to

D e s ig n e d b y

L = 643.96'

T = 344.82'

R = 727.00'

N

CP

Garbage

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

Profile grade

Existing ground

Existing ground

Profile grade

Line to be constructed

Ditch reconditioning

2170+00 to 2178+50, LT

See Sheet F.5 for details ashlar, type 3. See Sheet F.5 for details see Sheet J.2 for details

Roadway obliteration, see Sheet C.5 for details

Subexcavation limits, see Sheet C.4 for details

Deep patch limits, as directed by the CO under Section 622/623

Move concrete barrier (Jersey barriers)

2174+90 to 2175+60, RT

2170+90 to 2171+20, RT

Construct stone masonry guardwall, 2170+45 to 2171+20, RT

Construct stone masonary guardwall, ashlar, type 2.

2176+90 to 2179+15, RT

See Sheet E.21 for details

Asphalt Turnout.

Dead Horse Point, 2169+43 to 2175+60, RT

See Sheet J.1 for details

Roadway obliteration.

2174+86 to

Construct stone

2175+38, RT

masonry guardwall, ashlar, type 3.

See Sheet F.5 for details

Construct stone masonry guardwall, type 2.

2175+38 to 2175+60, RT

See Sheet F.5 for details2171+75 to 2171+90, RT

Salvage green argillite (as needed) and remove debris pile

2172+48 to 2177+00, LT

(approved source of select borrow (deep patch)) as directed by the CO under Section 622/623

NOTE:

1.

repointing locations and quantities.

See Sheet F.2 for Dead Horse Point

Removal of masonry guardwall

(masonry retaining wall) Remove and reset stone masonry

Removal of stone masonry (guardwall)

2174+86 to 2175+45, RT

Removal of stone masonry (guardwall)

2176+90 to 2179+15, RT

S e e S h e e t I .1 c h u te ty p e

C o n s tr u c t d r a in a g e

R t

Guardwall underpinning. See Sheet F.8 for details

2171+92 to 2173+50, RT

LEGEND:

See Sheet J.1 for details

Roadway obliteration.

LOCATION NOTES

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

LOCATION

(EACH)

QUANTITY

TOTAL

RECEPTACLE

REMOVAL OF TRASH

ITEM 20301-3000

LOCATION

(EACH)

QUANTITY

TOTAL

SIDE

SIDE

E.1

STATE PROJECT

g la c r a .d g n

U

S I n t2

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

SHEET 1 OF 3

TABULATION OF QUANTITIES

LOCATION SIDE

2040+26

2038+99

RT

RT

QUANTITY

LPSM

LPSM

BOULDER QUANTITIES

LOCATION

TOTAL

(EACH)

BOULDER

ITEM 25125-0000

(EACH)

REMOVAL OF BOULDERS

ITEM 20301-0200

SIDE

25453

LOCATION

(EACH)

QUANTITY

TOTAL

SIDE

REMOVAL OF BENCHES

ITEM 20301-0800

TOTAL

LOCATION

(SQYD)

QUANTITYLT/RT

2065+13 to 2067+10 LT

NOTES

Baring Creek

SQYD

REMOVAL OF SIDEWALK, ASPHALT

ITEM 20303-3000

2064+51

2064+30

2063+01

2062+90

2039+39

2039+29

1919+69

1919+50

RT

RT

LT

LT

RT

RT

RT

RT

2267+11

2251+98

2214+31

2172+06

2119+65

2067+84

2029+74

1916+94

RT

LT

RT

RT

RT

RT

RT

RT

LOCATION

(EACH)

QUANTITY

TOTAL

(WAYSIDE EXHIBIT)

REMOVAL OF STRUCTURE

ITEM 20301-2700

SIDE

1957+68

1917+27

RT

RT

2064+43

2063+20

2039+63

1919+59

RT

LT

RT

RT

(SHUTTLE SIGN)

REMOVAL OF SIGNS

ITEM 20301-2400

LOCATION

(LNFT)

QUANTITY

TOTAL

SIDE

REMOVAL OF CURB, STONE

ITEM 20302-0600

2065+13 to 2067+11 LT

Base Option A

B a s e

B a s e

B a s e

Barrier Rock

Rockery Walls

Other Areas

1823+61 to 1962+00

2020+00 to 2074+00

2242+00 to 2258+00

1914+15 to 1923+00

2028+40 to 2041+38

2065+13 to 2069+10

2066+17 to 2067+50

STONE TYPE

Dolomitic Limestone

Helena Formation

STONE MATERIAL REQUIREMENTS

FOR INFORMATION ONLY

Dolomitic Limestone

Helena Formation added to other turnouts

Overlook at 1950+50, and barrier rock

Jackson Glacier Overlook, Grizzly Point, Saint Mary Falls area and Sunrift Gorge

Saint Mary Falls area

Sunrift Gorge Curbing

Sunrift Gorge Stairs

Wild Goose Overlook area

Red Argillite

Red Argillite

Green Argillite

Red Argillite

2066+83 to 2067+02 30% Red Argillite

Dolomitic Limestone, 70% Helena Formation

Sunrift Gorge (West) Transit Crows Nest

Sunrift Gorge (East) Crows Nest @ Stairs

LT/RT

RT

RT

Rock Cut

Limestone From Adjacent

RT

RT

RT

RT2064+00 to 2064+60

LT

25% Chief Cliff Argillite

25% Green Argillite, and

25% Red Argillite, Dolomitic Limestone, 25% Helena Formation

LT

LT/RT

2295+76 TO 2297+10 LT/RT

Dolomitic Limestone

Helena Formation Roes Creek Bridge

2279+27 to 2281+81 RT Dolomitic Limestone

Helena Formation Boulders along shoulder

2253+44 to 2255+37

2251+55 to 2251+95

2251+14 to 2252+37

2249+50 to 2249+83

2248+45 to 2249+83

2243+21 to 2244+89

2071+90 to 2072+10

2069+75 to 2070+71

2064+59 to 2064+80

2063+60 to 2065+05

2063+42 to 2064+03

2062+63 to 2063+00

2051+17 to 2054+33

2041+10 to 2041+30

2039+98 to 2040+09

2038+58 to 2040+47

2030+96 to 2031+45

2029+45 to 2029+77

2028+39 to 2028+75

1959+52 to 1959+90

1959+31 to 1959+56

1955+77 to 1955+98

1950+20 to 1950+61

1920+83 to 1921+00

1918+63 to 1924+00

1917+68 to 1918+00

1915+40 to 1917+12

1846+11 to 1848+17

1846+00 to 1848+60

RT

RT

RT

RT

RT

LT

RT

RT

RT

LT

RT

LT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

LOCATION

(CUYD)

QUANTITY

TOTAL 610

RT

2028+73 to 2029+43

2029+79 to 2030+37

NOTES

SELECT BORROW

ITEM 20410-0000

LT/RT

2039+26 to 2039+95 RT 168

2039+98 to 2040+09 RT

2251+11 to 2252+42 RT 351

RT

St Mary Falls Transit

St Mary Falls Parking Turnout

St Mary Falls Parking Turnout

St Mary Falls Parking Turnout

Wild Goose Island Overlook

O p ti o n A

LIVESTOCK LOADING RAMP)

OBSTRUCTIONS (HITCHING POST AND

REMOVAL OF STRUCTURES AND

ITEM 20304-1000

B a s e B a s e

B a s e

B a s e

Jackson Glacier Overlook and Gunsite Pass2

E.2

STATE PROJECT

g la c r b .d g n

U

S I n t2

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

LOCATION

(LNFT)

QUANTITY

TOTAL

NO SCALE

SHEET 2 OF 3

TABULATION OF QUANTITIES

STATION

SECTIONS

6-FOOT

NO. OF

TOTAL

(LNFT)*

LENGTH

* Includes two end sections per fence location.

RT

RT

RT

RT

1882+14 to 1883+01

1917+21 to 1918+14

1959+04 to 1959+56

2029+86 to 2030+51

SECTIONS

8-FOOT

NO. OF

2252+01 to 2253+42

2249+93 to 2251+34

RT

RT

SIDE

FENCE (LOG RAIL)

ITEM 61901-0000

1916+26 to 1916+78

RT

O p ti o n A

LOCATION

(EACH)

QUANTITY

TOTAL

(LOG PATTERN)

WHEEL STOP, CONCRETE

ITEM 60915-1000

SIDE

2039+27 to 2041+07

1959+03 to 1959+41

1958+10 to 1958+61

RT

RT

RT

O p ti o n A

18-INCH DEPTH

CURB STONE, TYPE 1,

ITEM 60901-4200

LT/RT

2066+95 to 2067+15 LT 60.5

LOCATION

(SQYD)

QUANTITY

TOTAL

SIDE

2064+15 to 2064+55

2063+10 to 2063+50

2030+54 to 2030+94

2029+00 to 2029+40

1917+20 to 1917+60

1917+20 to 1917+60

RT

LT

RT

RT

RT

LT

SMOOTHNESS/ROUGHNESS

8-INCH DEPTH, TYPE C

PLAIN RIGID PAVEMENT,

ITEM 50102-0900

O p ti o n A

O p ti o n A

1881+10 to 1881+98 93

RT

(EACH)

STAIRS

2066+25 to 2066+85 RT 29

159.5

2065+13 to 2069+10 LT 74

LOCATION

TOTAL

(TON)

QUANTITY

LOCATION

TOTAL

SIDE

O p ti o n A

ROCKERY (WALL)

ITEM 25210-0000

(SQYD)

QUANTITY

LOCATION

TOTAL

SIDE

(SQYD)

QUANTITY

2029+79 to 2030+37 RT

LOCATION

TOTAL

SIDE

(SQYD)

QUANTITY

ROCKERY (TRAIL WALL)

ITEM 25210-0000

O p ti o n A

O p ti o n A

O p ti o n A

LOCATION

TOTAL

SIDE

(SQYD)

QUANTITY

1922+70 to 1922+80 RT

ROCKERY (BARRIER WALL)

ITEM 25210-0000

O p ti o n A

2066+84 to 2066+95

2063+90 to 2064+60

2039+26 to 2039+95

2029+52 to 2029+86

2028+73 to 2029+43

1916+79 to 1917+18

LT

RT

RT

RT

RT

RT

SIDE

ROCKERY (1'-6" TOE WALL)

ITEM 25210-0000

2029+79 to 2030+53 RT 40

METHOD 2

ROADWAY AGGREGATE,

ITEM 30802-2000

(FOR INFO. ONLY)

(LNFT)

HEIGHT

AVERAGE

(FOR INFO. ONLY)

(LNFT)

HEIGHT

AVERAGE

2029+29 to 2029+43

1922+54 to 1922+72

1922+28 to 1922+58

1917+20 to 1918+25

1917+18 to 1918+23

RT

RT

RT

RT

RT

6.0

7.5

6.4

4.0

5.5

9.0

1914+15 to 1918+33

1917+19 to 1918+26

1918+54 to 1923+66

1959+40 to 1960+39

2029+50 to 2031+65

2039+28 to 2041+06

2039+96 to 2040+49

2041+30 to 2041+89

2051+18 to 2054+33

2063+19 to 2064+92

2063+50 to 2065+22

2066+23 to 2066+90

2066+97 to 2067+12

2248+30 to 2256+30

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

LT

RT

LT

RT

6232039+98 to 2040+09

2251+11 to 2252+42

RT

RT

3.0

3.5

3.0

3.0

4.0

RT 132041+75

LOCATION

(LNFT)

QUANTITY

TOTAL

ROCK DOWEL

ITEM 26101-0000

2066+84 to 2066+95 LT 60

LT/RT

O p ti o n A

ONLY

FOR INFORMATION

NUMBER OF DOWELS

TOTAL B

a s e

2 Revised by Amendment A002.

2029+01 to 2029+40 RT 39 3 22

P C

.6

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

LAYOUT INFORMATION

NORTHING EASTING STATION NOTESPOINT OFFSET

SHEET 11 OF 23

TURNOUT DESIGNS

N

MOUNDED ISLAND DETAILS

SECTION B-B

FOOTNOTE:

LAYOUT INFORMATION

NORTHING EASTING STATION NOTESPOINT OFFSET

See Sheet E.39 for details

8-inch depth, type C smoothness.

Construct plain rigid pavement, 2030+54 to 2030+94, RT

See Sheet J.1 for details

Place boulders, 5 total.

2028+39 to 2028+75, RT

See Sheet J.1 for details

Place boulders, 6 total.

2029+45 to 2029+77, RT

See Sheet J.1 for details

Place boulders, 6 total.

2030+96 to 2031+45, RT

See Sheet E.34 for details

Install fixture bench.

2030+50, RT

See Sheet E.35 for details

Install fixture bench.

2030+35, RT

See Sheet E.34 for details government furnished.

Install trash receptacle, 2030+06, RT

See Sheet E.35 for detals

Install fixture bench.

2029+70, RT

See Sheet E.39 for details type C smoothness.

pavement, 8-inch depth, Construct plain rigid

2029+00 to 2029+40, RT

B

B

P206

P205

P204

P203

P202

P201

P200

P200

P201

P202

P203

P204

P205 P206 P207

P208

P209 P211

P212

P210

1639120.86

1639116.25

1639089.55

1639071.75

1639054.04

1639050.58

1639045.40

976436.24

976426.91

976399.95

976381.97

976346.10

976321.04

976283.45

2030+10.41

2030+00.00

2029+64.00

2029+40.00

2029+00.00

2028+76.00

2028+40.00

11.00 RT

11.00 RT

23.00 RT

31.00 RT

31.00 RT

2300 RT

11.00 RT

Edge of pavement

Edge of pavement

Edge of pavement

Edge of pavement

Edge of pavement

Edge of pavement

Edge of pavement

E.14

STATE PROJECT

g la c r n .d g n

U

S I n t2

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

2028+40 to 2031+43, RT

ASPHALT TURNOUT

ST MARY FALLS, TRANSIT

R

R

R

R

R

R

R

1639179.55

1639160.47

1639147.75

1639147.11

1639131.19

1639124.99

976555.08

976532.71

976517.80

976516.51

976479.75

976453.65

2031+42.94

2031+14.45

2030+95.45

2030+94.00

2030+54.00

2030+27.85

11.00 RT

18.20 RT

23.00 RT

23.00 RT

21.00 RT

15.00 RT

Edge of pavement

Edge of pavement

Edge of pavement

Edge of pavement

Edge of pavement

Edge of pavement

P212

P211

P210

P209

P208

P207

R

See Sheet E.33 for details

Install fence (log rail).

2029+86 to 2030+51, RT

A

A

See Sheet E.37 for details.

See Sheet E.32 for details

Construct rockery (trail wall).

2029+29 to 2029+43, RT

See Sheet E.31 for details

Construct rockery (wall).

2029+52 to 2029+86, RT

See Sheet E.31 for details

Construct rockery (toe wall).

2029+79 to 2030+53, RT

See Sheet E.31 for details

Construct rockery (toe wall).

2029+79 to 2030+37, RT

See Sheet E.37 for details

Construct vegetated island.

2028+99 to 2029+41, RT

See Sheet E.33 for details

Install fence (log rail).

2029+01 to 2029+40, RT

See Sheet E.35 for details government furnished (Shuttle sign).

Install sign system, 2029+78, RT

See Sheet E.35 for details government furnished (Shuttle sign).

Install sign…