A003_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)

A003 05/08/2013 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. A003, 05/08/2013 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-9 Revises quantity for item 20301-1200 Removal of Headwall Page A-9 Revises quantity for item 20301-1900 Removal of Pipe Culvert Page A-10 Revises item 20402-0000 Subexcavation (Deep Patch) as a contract quantity Page A-10 Revises item 20402-0000 Subexcavation (Subgrade stabilization) as a contract quantity Page A-11 Revises quantity for item 25101-4000 Riprap, Class 4 Page A-11 Revises quantity for item 60201-0600 18-Inch Pipe Culvert Page A-12 Revises quantity for item 60706-0000 Cleaning Drainage Structure Page A-13 Revises quantity for item 62011-0300 Stone Masonry Headwall for 18-Inch

Pipe Culvert Page A-14 Revises quantity for item 62031-0000 Repoint Stone Masonry (Headwall) Page A-18 Revises item 31001-0000 Recycled Aggregate Base as a contract quantity Page A-18 Deletes item 41101-1000 Prime Coat, Grade CMS2 Page A-18 Deletes item 41105-1000 Blotter Page A-18 Revises quantity for item 41201-1000 Tack Coat Grade CSS-1, CSS-1H, SS-

1, or SS-1H Page A-19 Revises item 41301-0800 Asphalt Pavement Milling, 3-inch depth as a contract quantity

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page Section/Table Revision F-2 203.01 Description Adds decommission monitoring well F-3 203.04 Removing Material Adds decommission monitoring well F-57 408.09 Measurement Adds Subsection F-58 411 Deletes Section F-128 622.01(r) Revises (r)

PLANS

Sheet B.1 Revises quantity for item 20301-1200 Removal of Headwall Sheet B.1 Revises quantity for item 20301-1900 Removal of Pipe Culvert Sheet B.2 Revises item 20402-0000 Subexcavation (Deep Patch) as a contract quantity Sheet B.2 Revises item 20402-0000 Subexcavation (Subgrade stabilization) as a contract quantity Sheet B.2 Revises quantity for item 25101-4000 Riprap, Class 4

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

Page 3 Phase XII

Sheet B.2 Revises quantity for item 60201-0600 18-Inch Pipe Culvert Sheet B.3 Revises quantity for item 60706-0000 Cleaning Drainage Structure Sheet B.3 Revises quantity for item 62011-0300 Stone Masonry Headwall for 18-

Inch Pipe Culvert Sheet B.4 Revises quantity for item 62031-0000 Repoint Stone Masonry (Headwall) Sheet B.6 Revises item 31001-0000 Recycled Aggregate Base as a contract quantity Sheet B.6 Deletes item 41101-1000 Prime Coat, Grade CMS2 Sheet B.6 Deletes item 41105-1000 Blotter Sheet B.6 Revises quantity for item 41201-1000 Tack Coat Grade CSS-1, CSS-1H, SS-1, or SS-1H Sheet B.6 Revises item 41301-0800 Asphalt Pavement Milling, 3-inch depth as a contract quantity Sheet C.1 Deletes items in table Sheet C.7 Revises Standard Underdrain System table Sheet D.11 Adds “Minor excavation at inlet” to drainage callout at 1871+97 Sheet D.18 Adds "Minor excavation at inlet and outlet" to drainage callout at 1913.00 Sheet D.18 Deletes drainage callout at 1917+01 Sheet D.22 Deletes riprap symbol at outlet at 1937+10 Sheet D.26 Deletes riprap symbol at outlet at 1965+98 Sheet D.27 Revises level display Sheet D.58 Adds "Minor excavation at inlet" to drainage callout at 2158+86 Sheet D.66 Adds "Minor excavation at inlet" to drainage callout at 2201+77 Sheet D.69 Deletes minor excavation at outlet from drainage callout at 2220+27 Sheet D.70 Adds riprap and proposed culvert symbol at 2231+06 Sheet D.71 Adds riprap and proposed culvert symbol at 2231+06 Sheet E.30 Revises backfill for rockery wall, deletes geotextile fabric Sheet E.31 Adds footnote #2 and adds footnote callout to riprap Adds "min." to 6" backfill offset Deletes 2064+25 to 2064+60, Rt, from list of rockery wall locations Sheet E.32 Revises backfill batter to 2:1 Adds "min." to 6" backfill offset Sheet E.36 Adds footnote #2 and footnote callout to all rockery wall callouts Sheet E.37 Revises backfill for rockery wall, deletes geotextile fabric Adds callouts for riprap, bed course, and conserved excavated materials Sheet E.38 Revises backfill for rockery wall, removed geotextile fabric Adds callouts for riprap, bed course, and conserved excavated materials Revises callout for detail sheet at rockery wall on Section E-E Sheet F.2 Revises Table 62032-0000 Sheet I.1 Deletes minor excavation quantities from table at 1856+47, 1906+88, 1965+98, 2026+43, 2170+31, & 2201+77, Rt.

Sheet I.2 Deletes 6 cuyd of riprap, class 4 at 1833+42 Adds removal of headwall at 1856+47 Revises totals for items 20301-1200, 25101-4000, & 62031-0000 Sheet I.3 Deletes all work at 1917+01 Deletes callout for pipe removal at 1950+94, covered under footnote Adds quantity for cleaning drainage structure at 1950+94 Revises totals for items 20301-1200, 20301-1900, 25101-4000, 60706-

0000, & 62031-0000

Page 4 Phase XII

Sheet I.4 Deletes callout for headwall removal at 2085+58, 2131+17, & 2150+02 Deletes callout for construct headwall for 18" culvert at 2085+58, 2131+17, & 2150+02 Adds repoint headwall quantities at 2085+58, 2131+17, & 2150+02 Revises totals for items 20301-1200, 20301-1900, 25101-4000, 60706-

0000, 62011-0300, & 62031-0000

ENCLOSURES

Pages:

A-7 through A-22 F-2 through F-3 F-57 through F-58 F-128

Plan Sheets:

B.1 through B.4

B.6 C.1 C.7 D-11 D-18 D-22 D-26 D-27 D-58 D-66 D-69 through I-71 E-30 through E-32 E-36 through E-38 F.2 I-1 through I-4

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

20402-0000 SUBEXCAVATION (Deep Patch)

20402-0000 SUBEXCAVATION (Subgrade Stabilization)

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 $____________ $____________

A003 A1260 20301-1200 REMOVAL OF HEADWALL

8 EACH $____________ $____________

A1280 20301-1400 REMOVAL OF INLET

3 EACH $____________ $____________

A003 A1300 20301-1900 REMOVAL OF PIPE CULVERT

31 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 $____________ $____________

A003 A1600 20402-0000 SUBEXCAVATION (Deep Patch)

6,500 CUYD $____________ $____________

A003 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 $____________ $____________

A003 A1760 25101-4000 PLACED RIPRAP, CLASS 4

746 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 $____________ $____________

A003 A1980 60201-0600 18-INCH PIPE CULVERT

807 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 $____________ $____________

A003 A2200 60706-0000 CLEANING DRAINAGE STRUCTURE

33 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 $____________ $____________

A003 A2380 62011-0300 STONE MASONRY HEADWALL FOR 18-INCH PIPE CULVERT

0 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, A003 A2660 62031-0000 REPOINT STONE MASONRY (HEADWALL)

1,437.6 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

31001-0000 RECYCLED AGGREGATE BASE

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

41301-0800 ASPHALT PAVEMENT MILLING, 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 $____________ $____________

A003 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 $____________ $____________

A003 B1480 41101-1000 PRIME COAT, GRADE CMS-2

170 TON $____________ $____________

A003 B1500 41105-0000 BLOTTER

1,800 TON $____________ $____________

A003 B1520 41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

86 TON $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

A - 19

A003 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

F-2

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

03USC06/04/07

Section 203. — REMOVAL OF STRUCTURES AND

OBSTRUCTIONS

Description

203.01 Add the following:

This work also consists of the following:

Removing and salvaging selected boulders within the project limits;

Removing drainage structures;

Removing and salvaging signs;

Removing and salvaging existing stone masonry guardwalls, veneer, curbs, spillways, and headwalls according to Section 620;

Removing and salvaging trash receptacles, wayside exhibits, and their components;

Removing individual trees;

Removal of gates;

Removal of structure (monitoring well decommission);

Removal of sidewalks;

Removing and salvaging survey monument in sidewalk at Roes Creek Bridge;

Removal of hitching post and livestock loading ramp at St Mary Falls parking pullout;

Removal of the existing Roes Creek Bridge; and

Decommission Monitoring Well

Construction Requirements

203.03 Salvaging Material. Add the following:

The CO will determine which salvaged boulders are suitable to be used as placed boulders. Do not damage boulders when removing, hauling, stockpiling, and placing.

Provide removed signs that are not reset on the project, to the CO.

Maintain regulatory, informational, and warning signs in-place until removal is necessary for construction.

Salvage stone from existing stone masonry structures according to Subsection 620.05.

Revised by Amendment A003

F-3

Remove and salvage existing survey monument located in the northeast corner of the existing Roes Creek Bridge sidewalk. Give the monument to the CO upon demolition of Roes Creek Bridge.

203.04 Removing Material. Delete the text of this Subsection and substitute the following:

(a) General. Saw cut sidewalks, curbs, pavements, and structures when partial removal is required.

Construct structurally adequate debris shields to contain debris within the construction limits.

Raze and remove all buildings, foundations, pavements, sidewalks, curbs, fences, structures, and other obstructions interfering with the work and not designated to remain.

Where part of an existing culvert is removed, remove the culvert downstream from the portion of culvert to remain. The remaining downstream culvert may be left in place if no portion of the culvert is within 4 feet of the subgrade, embankment slope, or new culvert or structure.

Remove structures and obstructions in the roadbed to 3 feet below subgrade elevation.

Remove structures and obstructions outside the roadbed to 2 feet below finished ground or to the natural stream bottom. Remove all bridge components at Roes Creek Bridge.

Abandon existing manholes, inlets, catch basins, and spring boxes in accordance with Subsection 604.07.

Except in excavation areas, backfill and compact cavities left by structure removal with backfill material to the level of the finished ground. Backfill excavated areas according to Subsection 209.10. Compact backfill according to Subsection 209.11.

Store removed gates at the east side park maintenance yard at the direction of the CO.

Decommission monitoring wells according to MT State Regulation 17.5.1313, Monitoring Well Abandonment.

(b) Concrete removal by mechanical impact methods for defective concrete. Saw cut ¾ inch deep along all boundaries of repair areas.

Use power-driven hand tools to remove existing concrete with the following restrictions:

(1) Do not use jack hammers heavier than 15 pounds.

(2) Do not operate jack hammers and mechanical chipping tools at an angle in excess of 45 degree from the surface of the slab.

(3) Do not use chipping hammers heavier than nominal 15-pound class to remove concrete from beneath reinforcing bar.

Where the bond between existing concrete and reinforcing steel is destroyed, remove all concrete adjacent to the steel to provide at least ¾-inch clearance for the new concrete to bond to the steel.

F-57

Delete Table 408-1 and substitute the following:

T ab le

-1

S am p lin g an d

T es ti ng

R eq u ir em en ts

R ep or ti ng

T im e p li t le ga ll on sa m pl es

P oi n of p ng

In ne b et w ee n ta nk m ix in g pl an t

S am p li ng F re q u en cy pe r t b ut n ot ss th an s am pl t M et ho ds ec if ic at io ns

Su bs ec ti on

.0

C at eg or y ha ra ct er is ti c

Q ua ty yp e of

A cc ep ta n ce

(S u b se ct io n

M ea su re d an d te st ed f or c on fo rm an ce

Su bj ec t S ub se ct io

6.

M at er ia l o r

P ro d uc t

E m ul si fi ed a sp ha lt

Measurement

408.09 Add the following:

Do not measure emulsified asphalt or antistrip additive for payment.

F-58

03USC01/01/04

Section 411. — ASPHALT PRIME COAT

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) Additional surveying as directed by the CO using a 2-man survey crew and Total Station survey instrument; 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

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

A1000 15101-0000 MOBILIZATION LPSM ALL

A1020 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A1040 15401-0000 CONTRACTOR TESTING LPSM ALL

A1060 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A1080 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 9,085 415 9,500

A1100 15705-1500 SOIL EROSION CONTROL,

SEDIMENT WATTLE (ROCK SOCK) LNFT 300 300

A1120 15705-1500 SOIL EROSION CONTROL,

SEDIMENT WATTLE LNFT 14,450 14,450

A1140 15706-0300 SOIL EROSION CONTROL, SANDBAG EACH 250 250

A1160 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A1180 20103-0000 CLEARING AND GRUBBING SQYD 2,876 2,876

A1200 20301-0080 REMOVAL OF BENCH EACH 8 8

A1220 20301-0200 REMOVAL OF BOULDER EACH 83 53 136

A1240 20301-1100 REMOVAL OF GATE EACH 1 1

A003 A1260 20301-1200 REMOVAL OF HEADWALL EACH 8 8

A1280 20301-1400 REMOVAL OF INLET EACH 3 3

A003 A1300 20301-1900 REMOVAL OF PIPE CULVERT EACH 31 31

A1320 20301-2400 REMOVAL OF SIGN (SHUTTLE SIGN) EACH 4 4

A1340 20301-2400 REMOVAL OF SIGN EACH 70 70

A1360 20301-2700 REMOVAL OF STRUCTURE (Wayside

Exhibit) EACH 2 2

A1380 20301-2700 REMOVAL OF STRUCTURE

(Monitoring Well Decommission) EACH 7 7

A1400 20301-3000 REMOVAL OF TRASH RECEPTACLE EACH 8 8

A1420 20302-0600 REMOVAL OF CURB, STONE LNFT 198 198

A1440 20302-1700 REMOVAL OF PAVED WATERWAY,

ASPHALT (Gutter) LNFT 1,230 1,230

A1460 20302-2200 REMOVAL OF SEWERLINE LNFT 800 800

A1480 20303-3000 REMOVAL OF SIDEWALK, ASPHALT SQYD 78 78

A1500 20303-3500 REMOVAL OF STONE MASONRY

(GUARDWALL) SQYD 457 457

A1520 20304-1000 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS (ROES CREEK

BRIDGE) LPSM All ALL

A1540 20304-1000 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS (Hitching Post and Livestock Loading Ramp) LPSM All ALL

MileStone: Amendment A003 Amendment Review Date: In Progress Report Date: 05/07/13

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - BASE

-M a y-

:0 P

M

Remarks and/or Determination of

Estimated Quantity Pay Item Description Unit

Estimated Quantities 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

STATE PROJECT

MT PRA GLAC 10(39) B.1MT

NUMBER

SHEET

TYPICAL

SECTIONS

PLAN AND

PROFILE

TURNOUTS WALLS

EROSION

CONTROL

STRUCTURES DRAINAGE

MISCELLANEOUS

DETAILS

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE

Bid

Schedule

A1560 20401-0000 ROADWAY EXCAVATION CUYD 12,713 787 13,500 Contract Quantity

A1580 20402-0000 SUBEXCAVATION (Slide

Stabilization) CUYD 4,213 287 4,500

A003 A1600 20402-0000 SUBEXCAVATION (Deep Patch) CUYD 6,207 293 6,500 Contract Quantity

A003 A1620 20402-0000 SUBEXCAVATION (Subgrade Contract Quantity

Stabilization) CUYD 1,569 131 1,700

A1640 20410-0000 SELECT BORROW CUYD 1,732 68 1,800

A1660 20410-0000 SELECT BORROW (DEEP PATCH) CUYD 1,732 268 2,000

A1680 20502-0000 CONTROLLED BLASTING SQFT 10,413 43 10,456

A1700 20701-1200 EARTHWORK GEOTEXTILE, TYPE

IV-A SQYD 543 1,617 183 2,343

A1720 20801-0000 STRUCTURE EXCAVATION (ROES Contract Quantity

CREEK BRIDGE) CUYD 190 190

A1740 25101-1000 PLACED RIPRAP, CLASS 1 CUYD 1 1

A003 A1760 25101-4000 PLACED RIPRAP, CLASS 4 CUYD 405 267 74 746

A1780 25101-5000 PLACED RIPRAP, CLASS 5 CUYD 742 742

A1800 30302-1000 DITCH RECONDITIONING LNFT 8,107 893 9,000

A1820 55101-0200 CONCRETE FILLED STEEL PIPE

PILES, IN PLACE (16" DIA X

0.5") LNFT 730 730

A1840 55104-1000 DYNAMIC PILE LOAD TEST EACH 2 2 Contract Quantity

A1860 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) (ROES CREEK BRIDGE) CUYD 160 160

A1880 55302-3200 PRECAST, PRESTRESSED CONCRETE Contract Quantity

GIRDERS (AASHTO TYPE IV) LNFT 340 340

A1900 55401-1000 REINFORCING STEEL LB 5,900 5,900 Contract Quantity

A1920 55401-2000 REINFORCING STEEL, EPOXY Contract Quantity

COATED LB 30,500 30,500

A1940 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 8 8 Contract Quantity

A1960 60101-0000 CONCRETE (BOX CULVERT REPAIR) CUYD 38 38

A003 A1980 60201-0600 18-INCH PIPE CULVERT LNFT 807 807

A2000 60201-0800 24-INCH PIPE CULVERT LNFT 549 549

A2020 60201-0900 30-INCH PIPE CULVERT LNFT 105 105

A2040 60201-1000 36-INCH PIPE CULVERT LNFT 347 347

A2060 60201-1200 48-INCH PIPE CULVERT LNFT 190 190

A2080 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT (FLARED) EACH 1 1

A2100 60210-0900 END SECTION FOR 30-INCH PIPE

CULVERT (FLARED) EACH 1 1

A2120 60403-0000 INLET, TYPE 4 EACH 2 2

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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.2MT

TYPICAL

SECTIONS

PLAN AND

PROFILE

TURNOUTS WALLS

EROSION

CONTROL

STRUCTURES DRAINAGE

MISCELLANEOUS

DETAILS

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE

Bid

Schedule

A2140 60403-0100 INLET, TYPE 1 EACH 1 1

A2160 60501-0000 STANDARD UNDERDRAIN SYSTEM

(BARING CREEK BRIDGE) LNFT 199 16 215

A2180 60501-0000 STANDARD UNDERDRAIN SYSTEM

(DEEP TRENCH) LNFT 46 4 50

A003 A2200 60706-0000 CLEANING DRAINAGE STRUCTURE EACH 33 33

A2220 60706-0000 CLEANING DRAINAGE STRUCTURE

(HORIZONTAL DRAINS) EACH 29 29

A2240 60811-0000 DRAINAGE CHUTE (TYPE 3) EACH 6 6

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

DEPTH LNFT 407 407

A2280 61103-0600 6-INCH ENCASEMENT PIPE,

POLYVINYL CHLORIDE (PVC)

(Power utility conduit) LNFT 331 331

A2300 61902-0900 GATE, METAL EACH 2 2

A2320 62010-1000 STONE MASONRY GUARDWALL

(ASHLAR CORE, TYPE 7) LNFT 40 40

A2340 62010-1000 STONE MASONRY GUARDWALL

(ASHLAR, TYPE 9) LNFT 56 56

A2360 62010-1000 STONE MASONRY GUARDWALL

(ASHLAR CORE, TYPE 8) LNFT 172 172

A003 A2380 62011-0300 STONE MASONRY HEADWALL FOR

18-INCH PIPE CULVERT EACH 0

A2400 62011-0500 STONE MASONRY HEADWALL FOR

24-INCH PIPE CULVERT EACH 7 7

A2420 62011-0700 STONE MASONRY HEADWALL FOR

36-INCH PIPE CULVERT EACH 3 3

A2440 62011-0900 STONE MASONRY HEADWALL FOR

48-INCH PIPE CULVERT EACH 1 1

A2460 62013-2000 STONE MASONRY WALL (ASHLAR

GUARDWALL, TYPE 3) SQYD 330 330

A2480 62013-2000 STONE MASONRY WALL (ASHLAR

GUARDWALL, TYPE 2) SQYD 132 132

A2500 62013-2000 STONE MASONRY WALL (VENEER) SQYD 37 52 89

A2520 62026-1000 REMOVE AND RESET STONE

MASONRY (MASONRY WALL REPAIR) SQYD 17.0 10.8 27.8

A2540 62026-1000 REMOVE AND RESET STONE

MASONRY (MASONRY SPILLWAY

REPAIR) SQYD 20 20

-M a y-

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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.3MT

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

02, A A2660 62031-0000 REPOINT STONE MASONRY

(HEADWALL) SQFT 1,437.6 1,437.6

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

-M a y-

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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

TYPICAL

SECTIONS

PLAN AND

PROFILE

TURNOUTS WALLS

EROSION

CONTROL

STRUCTURES DRAINAGE

MISCELLANEOUS

DETAILS

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE

Bid

Schedule

B1000 15101-0000 MOBILIZATION LPSM ALL

B1020 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

B1040 15401-0000 CONTRACTOR TESTING LPSM ALL

B1060 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B1080 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

B1100 20410-0000 SELECT BORROW CUYD 610 610

B1120 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 1,618 82 1,700 Contract Quantity

B1140 25120-2000 RIPRAP DITCH, CLASS 2 (TYPE 2) LNFT 440 60 500

B1160 25120-2000 RIPRAP DITCH, CLASS 2 (TYPE 1) LNFT 1,160 140 1,300

B1180 25125-0000 BOULDER EACH 51 254 305

B1200 25210-0000 ROCKERY (TRAIL WALL) SQYD 100 12 112

B1220 25210-0000 ROCKERY (1'-6" TOE WALL) SQYD 109 3 112

B1240 25210-0000 ROCKERY (BARRIER WALL) SQYD 4 4

B1260 25210-0000 ROCKERY (Wall) SQYD 229 229

B1280 26101-0000 ROCK DOWEL LNFT 60 60

B1300 30503-0000 AGGREGATE-TOPSOIL COURSE CUYD 145 145

B1320 30802-2000 ROADWAY AGGREGATE, METHOD 2 TON 8,665 623 212 9,500

A003 B1340 31001-0000 RECYCLED AGGREGATE BASE SQYD 130,693 130,693 Contract Quantity

B1360 40101-5600 SUPERPAVE PAVEMENT, 1/2-INCH

OR 3/4-INCH NOMINAL MAXIMUM

SIZE AGGREGATE, 0.3 TO <3

MILLION ESAL TON 22,139 861 23,000

B1420 40205-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 223 223

B1440 40802-0200 COLD RECYCLED ASPHALT BASE Contract Quantity

COURSE, 3-INCH DEPTH SQYD 130,693 307 131,000

B1460 40920-1000 FOG SEAL, EMULSIFIED ASPHALT

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

OR SS-1H TON 54 6 60

A003 B1480 41101-1000 PRIME COAT, GRADE CMS-2 TON 163 7 170

A003 B1500 41105-0000 BLOTTER TON 1,703 97 1,800

A003 B1520 41201-1000 TACK COAT GRADE CSS-1,

CSS-1H, SS-1, OR SS-1H TON 86 86

A003 B1540 41301-0800 ASPHALT PAVEMENT MILLING, Contract Quantity

3-INCH DEPTH SQYD 130,693 130,693

B1560 50102-0900 PLAIN RIGID PAVEMENT, 8-INCH

DEPTH, TYPE C

SMOOTHNESS/ROUGHNESS SQYD 432 432

B1580 56604-0000 REINFORCED SHOTCRETE

(GUARDWALL UNDERPINNING) CUYD 12 3 15

MileStone: Amendment A003 Amendment Review Date: In Progress Report Date: 05/07/13 c:

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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.6MT

FOOTNOTE:

C.1

STATE PROJECT

MT PRA GLAC 10(39)

g la c c a .d g n

U

S I n t2

D

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

W

M c

Q u is to

D s ig n e d b y

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

SHEET 1 of 2

TABULATION OF QUANTITIES

PAVEMENT STRUCTURE QUANTITIES

ITEM DESCRIPTION

VALUE

ESTIMATING

1.95 TON/CUYD

40101-5600

QUANTITY

SS-1 or SS-1H

TACK COAT, GRADE CSS-1, CSS-1H,

1% of 40101-5600

41201-1000

41101-1000

41105-0000

ANTISTRIP ADDITIVE, TYPE 3

PRIME COAT, GRADE CMS-2

BLOTTER

40205-3000

40802-0200

40920-1000

0.00032 TON/SQYD

3.5% of 40802-0200

223 TONS

30802-2000

22,139 TONS

54 TONS

240 GAL/TON

0.10 GAL/SQYD &

163 TONS

1703 TONS 25 LBS/SQYD

86 TONS

41301-0800 ASPHALT PAVEMENT MILLING, 3-INCH DEPTH 130,693 SQYD

1.95 TON/CUYD

O p ti o n A

30503-0000

ROADWAY AGGREGATE, METHOD 2

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

FOG SEAL, EMULSIFIED ASPHALT GRADE

31001-0000 RECYCLED AGGREGATE BASE

AGGREGATE-TOPSOIL COURSE

8,665 TONS

130,693 SQYD

130,693 SQYD

170 tons to be used within shoulder areas.

Quantity includes 8495 tons to be used according to Section 310, 145 CUYD

(TYPE III ROUGHNESS)

AGGREGATE, 0.3 to <3 MILLION ESAL

-INCH NOMINAL MAXIMUM SIZE 4

-INCH OR2

1SUPERPAVE PAVEMENT,

COLD RECYCLED ASPHALT BASE COURSE, 3-INCH DEPTH 0.1625 TON/SQYD

3 Revised by Amendment A003.

type I-A (non-woven)

Earthwork geotextile, Granular backfill

P a v e m e n t s e c ti o n

12" typ.

Covered disturbed areas with 6" topsoil

LC

-2% min.

-3%

:1 min. lap

3' min. lap

3'

FOOTNOTE:

Underdrain trench

LOCATION

QUANTITIES

DRAIN PIPE

12" SOLID OUTLET

(LNFT)

(FOR INFO ONLY)

QUANTITY

TOTAL 112

LOCATION

(LNFT)

PERF. PIPE

(SQYD)

GEOTEXTILE

(EACH)

CAP

12" END

TOTAL

(CUYD)

BACKFILL

GRANULAR

(FOR INFO ONLY)

(EACH)

SCREENS

MESH

OUTLET

2534+00 to 2537+50 350

2 2 2

OUTLETS

2539+00 to 2542+00

(EACH)

12" ELBOW

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

12" UNDERDRAIN OUTLET DETAIL

DEEP PATCH

2534+00 to 2537+50

2539+00 to 2542+00 to be removed and replaced

Existing 6" Ø ductile iron sewer line

6" Coupling

Fl ow bands or by other approved means to the pipe with standard coupling

Secure the outlet mesh screen

12" Elbow, 90°

12" Perforated pipe end of 12" perforated pipe

Place 12" end cap on upper drain pipe

PIPE SECTION

TYPICAL OUTLET

24"

V a r ie s collector pipe

Perforated outlet drain pipe

12" Solid corrugated polyethylene

UNDERDRAIN SYSTEM DETAILS

12" PERFORATED PIPE

ty p polyethylene drainage pipe

12" Perforated corrugated polyethylene outlet drain pipe

12" Solid corrugated

Placed riprap, class 1 polyethylene outlet drain pipe

12" Solid corrugated

NO SCALE

type 1-A (non-woven) earthwork geotextile, Line excavation with

2542+00

2537+40 sewer line ductile iron

Existing 6" sewer line

Proposed 6" PVC

SEWER LINE CONNECTION DETAIL

install magnetic tape) cap ends

4" Sch 60 PVC (plug end & sewer cap ends for future sanitary

12" Sch 60 PVC, V aries 2 to be removed

Existing telephone utility magnetic tape) cap ends

4" Sch 60 PVC (plug end & install

3'

C.7

STATE PROJECT

MT

PRA GLAC 10(39)

A

M

F e b r u a r y

I n t_ ft c m y fi le s p w p r o d u c ti o n d m s g la c c g .d g

J o h n s

M c

Q u is

C h e c k e d b y

D e s ig n e d b y

Underdrain Outlet detail

See 12"

DETAILS

12-INCH UNDERDRAIN

DEEP PATCH AND

SLIDE STABILIZATION

Geogrid, uniaxial

5 layers at 9" vertical spacing

Select borrow (deep patch)

Select granular backfill

Geogrid, biaxial per manufacturer's recommendations

Install outlet mesh screens

12" PERFORATED PIPE UNDERDRAIN SYSTEM

STANDARD UNDERDRAIN SYSTEM (SLIDE STABILIZATION)

d r a in a t m in s lo p e t r e n c h

V a r ie s m a x

" mesh openings2 1" x 2

1approximately screen, No. 17 gage wire, drain pipe with galvanized wire

Cover outlet end of solid outlet material excavated

Suitable

Proposed telephone utility not shown, installed by others.

See Sheet D.83.

See Sheet C.2 for placed riprap, class 1 quantities.

more than 30-feet of trench is open.

Stage trench excavation and underdrain construction so that no underdrain trench.

Overlap earthwork geotextile a minimum of 3-feet at top of

Lay slope back as needed for stability.

a minimum of 3-feet over top layer of uniaxial geogrid.

Continue earthwork geotextile up sides of excavation and overlap

3 Revised by Amendment A003.

-5.4182%

-5.4182%

,5

.4

200' VC

K = 791

-5.6710%

P T

.7

N

CP

23108

Existing ground

Profile grade

Existing ground

Profile grade

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

CUYD

EXC.

CUYD

EMB.

1877187618751874187318721871

5554 5536

5556 5538

5558 5540

5560 5542

5562 5544

5564 5546

5566 5548

5568 5550

D.11

STATE PROJECT

g la c fj .d g n

I n t_ ft

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

55425552

Profile grade

Existing ground

L = 363.59'

T = 182.10'

R = 2,550.00'

Line to be constructed

SG03-38

S e e S h e e t I .2 m a s o n r y m a s o n r y w a ll r e p a ir

R e m o v e a n d r e s e t s to a n d r a in a g e s tr u c tu r e

M in o r e x c a v a ti o n a t in le t.

C le a r a n d g r u b i n le t.

S e e S h e e t I .2 m a s o n r y w a ll r e p a ir s to n e m a s o n r y

R e m o v e a n d r e s e t

C le a n d r a in a g e s tr u c tu r e h e a d w a ll

R e p o in t s to n e m a s o n r y

See Sheet I.2 for details

Repoint stone masonry (spillway), 100 SQFT.

Masonry wall repair, 3 SQYD.

Remove and reset stone masonry.

1874+77, LT

S e e S h e e t I .2 h e a d w a ll

R e p o in t s to n e m a s o n r y m a s o n r y w a ll r e p a ir s to n e m a s o n r y

R e m o v e a n d r e s e t

C le a n d r a in a g e s tr u c tu r e

M in o r e x c a v a ti o n a t in le t.

C le a r a n d g r u b i n le t.

3 Revised by Amendment A003

,3

.2

100' VC

K = 142

-5.3393%

-6.0440%

100' VC

K = 416

,3

.2

-5.3393%

L = 48.41'

T = 24.21'

R = 25,000.00'

N

CP

23113

G a te

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

CUYD

EXC.

CUYD

EMB.

1919191819171916191519141913

5320 5304

5322 5306

5324 5308

5326 5310

5328 5312

5330 5314

5332 5316

5334 5318

D.18

STATE PROJECT

g la c fq .d g n

I n t_ ft

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

Existing ground

Profile grade

Existing ground

Line to be constructed

See Sheet F.9 for details

Horse underpass.

1918+33

Ditch reconditioning

1909+80 to 1914+12, LT

See Sheet E.7 for details

Jackson Glacier Asphalt Turnout.

1914+15 to 1918+13, RT

See Sheet E.7 for details

West Bound Transit Asphalt Turnout.

1916+66 to 1918+14, LT

Profile grade

622/623 as directed by the CO.

Remove trees under section

1918+20 to 1918+50

See Sheet L.24 for details

Install gate.

Remove gate.

1914+12 h e a d w a ll p o in t s to n e m a s o n r y

P la c e r ip r a p c la s s h e a d w a ll

R e p o in t s to n e m a s o n r y

I s ta ll c u lv e r t

5 82 2

S e e S h e e t I .3

P…