A001_MT_PRA_GLAC_11(1).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)

A001 03/26/2013 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. A001, 03/26/2013 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-20. Revises quantity for bid item 63301-1000 Sign System, Government Furnished Sign

CONTRACT CLAUSES

CONTRACT CLAUSES

Page C-64-65. Revises FAR Clauses 52.229-3, Federal, State and Local Taxes.

SPECIAL CONTRACT REQUIREMENTS

Page Section/Table Revision F-4 203.05(d) Disposing of Material Adds paragraph on asbestos

PLANS

Plan sheet #B-7 Revises quantity for bid item 63301-1000 Sign System, Government Furnished Sign

PLANS - PEN AND INK CHANGE(S)

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

Plan sheet #I.2 through I.4 Delete all items in the column titled “Allowable pipe culvert material” on sheets I.2, I.3 and I.4.

Plan sheet #L.2 Deletes the second table from Station 2299+61 through 2580+40.

The revised total is 31 (each).

ENCLOSURES

Pages:

A-7 through A-22 C-64 through C-65 F-4

Plan Sheets:

B.7

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

I.2 through I.4 L.2

Notice to Offeror: Please submit revised pages A-7 through A-22 with your offer.

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 $____________ $____________

A2620 62031-0000 REPOINT STONE MASONRY (GUARDWALL)

3,385 SQFT $____________ $____________

A2640 62031-0000 REPOINT STONE MASONRY (SUNRIFT GORGE)

1,170 SQFT $____________ $____________

A2660 62031-0000 REPOINT STONE MASONRY (HEADWALL)

109.1 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_____ $____________

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

150 HOUR $____________ $____________

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

250 HOUR $____________ $____________

A2780 62201-3000 HYDRAULIC EXCAVATOR WITH HOE RAM

160 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 $____________ $____________

A2860 62301-0000 GENERAL LABOR

783 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 $____________ $____________

B1640 61001-0000 HORIZONTAL DRAIN PIPE , 4-INCH WEEPHOLES

6 LNFT $____________ $____________

B1660 61501-0500 SIDEWALK, EXPOSED AGGREGATE CONCRETE

208 SQYD $____________ $____________

B1680 61901-0000 FENCE (LOG RAIL)

742 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

C-64

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

Federal Highway Administration Western Federal Lands Highway Division

[By]

52.228-15 Performance and Payment Bonds—Construction (Oct 2010)

(a) Definitions. As used in this clause— “Original contract price” means the award price of the contract; or, for requirements contracts, the price payable for the estimated total quantity; or, for indefinite-quantity contracts, the price payable for the specified minimum quantity. Original contract price does not include the price of any options, except those options exercised at the time of contract award.

(b) Amount of required bonds. Unless the resulting contract price is $150,000 or less, the successful offeror shall furnish performance and payment bonds to the Contracting Officer as follows:

(1) Performance bonds (Standard Form 25). The penal amount of performance bonds at the time of contract award shall be 100 percent of the original contract price.

(2) Payment Bonds (Standard Form 25-A). The penal amount of payment bonds at the time of contract award shall be 100 percent of the original contract price.

(3) Additional bond protection.

(i) The Government may require additional performance and payment bond protection if the contract price is increased. The increase in protection generally will equal 100 percent of the increase in contract price.

(ii) The Government may secure the additional protection by directing the Contractor to increase the penal amount of the existing bond or to obtain an additional bond.

(c) Furnishing executed bonds. The Contractor shall furnish all executed bonds, including any necessary reinsurance agreements, to the Contracting Officer, within the time period specified in the Bid Guarantee provision of the solicitation, or otherwise specified by the Contracting Officer, but in any event, before starting work.

(d) Surety or other security for bonds. The bonds shall be in the form of firm commitment, supported by corporate sureties whose names appear on the list contained in Treasury Department Circular 570, individual sureties, or by other acceptable security such as postal money order, certified check, cashier's check, irrevocable letter of credit, or, in accordance with Treasury Department regulations, certain bonds or notes of the United States. Treasury Circular 570 is published in the Federal Register or may be obtained from the:

U.S. Department of the Treasury Financial Management Service Surety Bond Branch 3700 East West Highway, Room 6F01 Hyattsville, MD 20782.

Or via the internet at http://www.fms.treas.gov/c570/.

(e) Notice of subcontractor waiver of protection (40 U.S.C. 3133(c)). Any waiver of the right to sue on the payment bond is void unless it is in writing, signed by the person whose right is waived, and executed after such person has first furnished labor or material for use in the performance of the contract.

52.229-3 Federal, State, and Local Taxes (Feb 2013)

(a) As used in this clause— “After-imposed Federal tax” means any new or increased Federal excise tax or duty, or tax that was exempted or excluded on the contract date but whose exemption was later revoked or reduced during the Revised by Amendment A001

C-65

Contract Clauses Project: MT PRA GLAC 10(39), GTSR Rehabilitation, Siyeh Bend to Rising Sun, Phase XII contract period, on the transactions or property covered by this contract that the Contractor is required to pay or bear as the result of legislative, judicial, or administrative action taking effect after the contract date. It does not include social security tax or other employment taxes.

“After-relieved Federal tax” means any amount of Federal excise tax or duty, except social security or other employment taxes, that would otherwise have been payable on the transactions or property covered by this contract, but which the Contractor is not required to pay or bear, or for which the Contractor obtains a refund or drawback, as the result of legislative, judicial, or administrative action taking effect after the contract date.

“All applicable Federal, State, and local taxes and duties” means all taxes and duties, in effect on the contract date, that the taxing authority is imposing and collecting on the transactions or property covered by this contract.

“Contract date” means the date set for bid opening or, if this is a negotiated contract or a modification, the effective date of this contract or modification.

“Local taxes” includes taxes imposed by a possession or territory of the United States, Puerto Rico, or the Northern Mariana Islands, if the contract is performed wholly or partly in any of those areas.

(b) (1) The contract price includes all applicable Federal, State, and local taxes and duties, except as provided in subparagraph (b)(2)(i) of this clause.

(2) Taxes imposed under 26 U.S.C. 5000C may not be—

(i) Included in the contract price; nor

(ii) Reimbursed.

(c) The contract price shall be increased by the amount of any after-imposed Federal tax, provided the

Contractor warrants in writing that no amount for such newly imposed Federal excise tax or duty or rate increase was included in the contract price, as a contingency reserve or otherwise.

(d) The contract price shall be decreased by the amount of any after-relieved Federal tax.

(e) The contract price shall be decreased by the amount of any Federal excise tax or duty, except social security or other employment taxes, that the Contractor is required to pay or bear, or does not obtain a refund of, through the Contractor’s fault, negligence, or failure to follow instructions of the Contracting Officer.

(f) No adjustment shall be made in the contract price under this clause unless the amount of the adjustment exceeds $250.

(g) The Contractor shall promptly notify the Contracting Officer of all matters relating to any Federal excise tax or duty that reasonably may be expected to result in either an increase or decrease in the contract price and shall take appropriate action as the Contracting Officer directs.

(h) The Government shall, without liability, furnish evidence appropriate to establish exemption from any Federal, State, or local tax when the Contractor requests such evidence and a reasonable basis exists to sustain the exemption.

52.232-5 Payments under Fixed-Price Construction Contracts (Sept 2002)

(a) Payment of price. The Government shall pay the Contractor the contract price as provided in this contract.

(b) Progress payments. The Government shall make progress payments monthly as the work proceeds, or at more frequent intervals as determined by the Contracting Officer, on estimates of work accomplished which meets the standards of quality established under the contract, as approved by the Contracting Officer.

(1) The Contractor’s request for progress payments shall include the following substantiation:

(i) An itemization of the amounts requested, related to the various elements of work required by the contract covered by the payment requested.

(ii) A listing of the amount included for work performed by each subcontractor under the contract.

(iii) A listing of the total amount of each subcontract under the contract.

(iv) A listing of the amounts previously paid to each such subcontractor under the contract.

(v) Additional supporting data in a form and detail required by the Contracting Officer.

(2) In the preparation of estimates, the Contracting Officer may authorize material delivered on the site and preparatory work done to be taken into consideration. Material delivered to the Contractor at locations other than the site also may be taken into consideration if—

F-4

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

Use hand tools (hammers and chisels) to remove final particles of concrete or to achieve the required depth.

After removal of deteriorated and unsound concrete, sandblast all exposed structural steel, reinforcing steel, and concrete surfaces that will be in contact with repair material. Remove all rust and foreign material. Clean the sound concrete surface by flushing with a high-pressure water jet or oil-free compressed air.

(c) Reinforcing steel. Do not cut or damage reinforcing steel designated to remain in place.

Repair or replace all damaged or severely deteriorated bars.

Clean all exposed reinforcing steel that is to remain in place. Remove all rust and corrosive products, including oil, dirt, concrete fragments, laitance, loose scale, and other coatings that may destroy or inhibit the bond with new concrete.

If cleaned reinforcing steel will be exposed for more than 7 days, protect the steel from corrosion and contamination. If the steel becomes corroded or contaminated, clean the steel immediately before the concrete pour.

203.05 Disposing of Material. Amend as follows:

Delete paragraph (a) and substitute the following:

(a) Legally dispose of pipe culverts, concrete, asphalt pavement not reused, wood structures, and other unsuitable material outside of the Park boundaries.

Delete paragraphs (b) and (c).

Add the following to paragraph (d):

Roes Creek Bridge is assumed to have no asbestos materials on the existing bridge. FHWA will inspect and verify the bridge in the Spring 2013. If asbestos materials are found, a Contract Modification will be issued to facilitate the removal of asbestos products.

The paint on the existing railing at Roes Creek Bridge has not been tested for lead content but is believed to contain lead paint. Sample and test paint for lead content and concentration. Provide results to the CO upon receipt of test results. Comply with the following if test results are positive for lead content:

Comply with OSHA requirements, the Steel Structures Painting Council’s (SSPC) SSPC-PA Guide 3 – A Guide to Safety in Paint Application, and the following:

SSPC Guide 6 - Guide for Containing Debris Generated During Paint Removal Operations;

SSPC Guide 7 - Guide for the Disposal of Lead-Contaminated Surface Preparation Debris;

SSPC Guide 18 - Specifier’s Guide for Determining Containment Class and Environmental Monitoring Strategies for Lead Paint Removal Projects;

29 CFR 1926.62 - OSHA Construction Industry Standards for Lead;

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

B1640 61001-0000 HORIZONTAL DRAIN PIPE, 4-INCH

WEEPHOLES LNFT 6 6

B1660 61501-0500 SIDEWALK, EXPOSED AGGREGATE

CONCRETE SQYD 208 208

B1680 61901-0000 FENCE (LOG RAIL) LNFT 694 48 742

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

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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.7MT

NUMBER

SHEET