A001_WY_PRA_YELL_10(17)_part_1_of_2.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

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

A001 2/14/2014 N/A WY PRA YELL 10(17), Grand Loop Road, Norris to Golden Gate, Phase I

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

DTFH70-13-R-00004

9B. DATED (SEE ITEM 11)

01/24/2014

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A

N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

(__ ) 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.)

WY PRA YELL 10(17), Grand Loop Road, Norris to Golden Gate, Phase I

SEE PAGE 2 FOR REVISIONS

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

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

N/A

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

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

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

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

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A001, dated 02/14/2014 WY PRA YELL 10(17) Solicitation No. DTFH70-13-R-00004 Grand Loop Road, Norris to Golden Gate, Phase I

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Schedule A

Page A-8 Bid Item 15706-0200 Revises quantity Page A-9 Bid Item 20301-1100 Revises description Page A-9 Bid Item 20301-2700 Revises description Page A-9 Bid Item 20303-0300 Revises description Page A-10 Bid Item 20303-3600 Revises description Page A-10 Bid Item 20303-3600 Revises description Page A-10 Bid Item 20304-1000 Revises description Page A-10 Bid Item 20435-2000 Revises description Page A-11 Bid Item 25101-0000 Revises quantity Page A-11 Bid Item 25101-3000 Revises quantity Page A-11 Bid Item 25120-1000 Revises quantity Page A-12 Bid Item 60501-0000 Revises quantity Page A-12 Bid Item 60801-0200 Revises quantity Page A-12 Bid Item 60901-7000 Revises quantity Page A-13 Bid Item 61902-0900 Revises description Page A-13 Bid Item 62002-0000 Revises quantity Page A-13 Bid Item 62002-0000 Revises quantity Page A-13 Bid Item 62010-0000 Revises description Page A-13 Bid Item 62201-0300 Revises quantity Page A-14 Bid Item 62201-3000 Adds item Page A-14 Bid Item 62201-3000 Adds item Page A-14 Bid Item 62302-0000 Revises description Page A-14 Bid Item 62302-0000 Revises description Page A-15 Bid Item 63401-0300 Revises description Page A-15 Bid Item 63401-0300 Revises description Page A-15 Bid Item 63401-0400 Revises description Page A-15 Bid Item 63401-0450 Revises description Page A-16 Bid Item 63701-0000 Revises description Page A-16 Bid Item 64604-3000 Revises description Page A-16 Bid Item 64604-3000 Revises description Page A-16 Bid Item 64604-3000 Revises description Page A-17 Bid Item 64632-0000 Revises description

Schedule B Page A-18 Bid Item 15706-0200 Revises quantity Page A-19 Bid Item 20301-1100 Revises description Page A-19 Bid Item 20301-2700 Revises description Page A-19 Bid Item 20303-0300 Revises quantity Page A-20 Bid Item 20303-3600 Revises description Page A-20 Bid Item 20303-3600 Revises description Page A-20 Bid Item 20304-1000 Revises description Page A-20 Bid Item 20435-2000 Revises description Page A-21 Bid Item 25101-0000 Revises quantity Page A-21 Bid Item 25101-3000 Revises quantity

Page A-21 Bid Item 25120-1000 Revises quantity Page A-21 Bid Item 30802-2000 Revises quantity Page A-22 Bid Item 60501-0000 Revises quantity Page A-22 Bid Item 60801-0200 Revises quantity Page A-22 Bid Item 60901-7000 Revises quantity Page A-23 Bid Item 61902-0900 Revises description Page A-23 Bid Item 62002-0000 Revises quantity Page A-23 Bid Item 62002-0000 Revises quantity Page A-23 Bid Item 62010-0000 Revises description Page A-23 Bid Item 62201-0300 Revises quantity Page A-24 Bid Item 62201-3000 Adds item Page A-24 Bid Item 62201-3000 Adds item Page A-24 Bid Item 62302-0000 Revises description Page A-24 Bid Item 62302-0000 Revises description Page A-24 Bid Item 63301-1000 Revises quantity Page A-25 Bid Item 63401-0300 Revises description Page A-25 Bid Item 63401-0300 Revises description Page A-25 Bid Item 63401-0400 Revises description Page A-25 Bid Item 63401-0450 Revises description Page A-26 Bid Item 63701-0000 Revises description Page A-26 Bid Item 64604-3000 Revises description Page A-26 Bid Item 64604-3000 Revises description Page A-26 Bid Item 64604-3000 Revises description Page A-27 Bid Item 64632-0000 Revises description

Schedule C Page A-28 Bid Item 15705-0500 Adds item Page A-29 Bid Item 15706-0200 Revises quantity Page A-29 Bid Item 20301-1100 Revises description Page A-30 Bid Item 20301-2700 Revises description Page A-30 Bid Item 20303-0300 Revises description Page A-30 Bid Item 20303-3600 Revises description Page A-30 Bid Item 20303-3600 Revises description Page A-30 Bid Item 20304-1000 Revises description Page A-30 Bid Item 20402-0000 Revises quantity Page A-30 Bid Item 20411-0000 Revises quantity Page A-31 Bid Item 20435-2000 Revises description Page A-31 Bid Item 20701-1000 Revises quantity Page A-31 Bid Item 20703-2000 Revises quantity Page A-31 Bid Item 25101-0000 Revises quantity Page A-31 Bid Item 25101-3000 Revises quantity Page A-31 Bid Item 25101-5000 Revises quantity Page A-31 Bid Item 25120-1000 Revises quantity Page A-32 Bid Item 30802-2000 Revises quantity Page A-32 Bid Item 55302-2500 Deletes item Page A-32 Bid Item 55302-3700 Adds item Page A-33 Bid Item 60501-0000 Revises quantity Page A-33 Bid Item 60510-0000 Revises quantity

Page A-34 Bid Item 60801-0200 Revises quantity Page A-34 Bid Item 60901-7000 Revises quantity Page A-34 Bid Item 61902-0900 Revises description Page A-34 Bid Item 62002-0000 Revises quantity Page A-34 Bid Item 62002-0000 Revises quantity Page A-34 Bid Item 62010-0000 Revises description Page A-35 Bid Item 62201-0300 Revises quantity Page A-35 Bid Item 62201-3000 Adds item Page A-35 Bid Item 62201-3000 Adds item Page A-35 Bid Item 62302-0000 Revises description Page A-36 Bid Item 62302-0000 Revises description Page A-36 Bid Item 63301-1000 Revises quantity Page A-36 Bid Item 63401-0300 Revises description Page A-36 Bid Item 63401-0300 Revises description Page A-36 Bid Item 63401-0400 Revises description Page A-36 Bid Item 63401-0450 Revises description Page A-38 Bid Item 63601-3000 Revises description Page A-38 Bid Item 63701-0000 Revises description Page A-38 Bid Item 64604-3000 Revises description Page A-38 Bid Item 64604-3000 Revises description Page A-38 Bid Item 64604-3000 Revises description Page A-38 Bid Item 64632-0000 Revises description

Schedule D Page A-39 Bid Item 15705-0500 Adds item Page A-40 Bid Item 15706-0200 Revises quantity Page A-40 Bid Item 20301-1100 Revises description Page A-41 Bid Item 20301-2700 Revises description Page A-41 Bid Item 20303-0300 Revises quantity Page A-41 Bid Item 20303-3600 Revises description Page A-41 Bid Item 20303-3600 Revises description Page A-41 Bid Item 20304-1000 Revises description Page A-41 Bid Item 20402-0000 Revises quantity Page A-41 Bid Item 20411-0000 Revises quantity Page A-42 Bid Item 20435-2000 Revises description Page A-42 Bid Item 20701-1000 Revises quantity Page A-42 Bid Item 20703-2000 Revises quantity Page A-42 Bid Item 20705-1000 Revises quantity Page A-42 Bid Item 25101-0000 Revises quantity Page A-42 Bid Item 25101-3000 Revises quantity Page A-42 Bid Item 25101-5000 Revises quantity Page A-42 Bid Item 25120-1000 Revises quantity Page A-43 Bid Item 30802-2000 Revises quantity Page A-43 Bid Item 55302-2500 Deletes item Page A-43 Bid Item 55302-3700 Adds item Page A-44 Bid Item 60501-0000 Revises quantity Page A-44 Bid Item 60510-0000 Revises quantity Page A-45 Bid Item 60801-0200 Revises quantity Page A-45 Bid Item 60901-7000 Revises quantity

Page A-45 Bid Item 61902-0900 Revises description Page A-45 Bid Item 62002-0000 Revises quantity Page A-45 Bid Item 62002-0000 Revises quantity Page A-45 Bid Item 62010-0000 Revises description Page A-46 Bid Item 62201-0300 Revises quantity Page A-46 Bid Item 62201-3000 Adds item Page A-46 Bid Item 62201-3000 Adds item Page A-47 Bid Item 62302-0000 Revises description Page A-47 Bid Item 62302-0000 Revises description Page A-47 Bid Item 63301-1000 Revises quantity Page A-47 Bid Item 63401-0300 Revises description Page A-47 Bid Item 63401-0300 Revises description Page A-47 Bid Item 63401-0400 Revises description Page A-47 Bid Item 63401-0450 Revises description Page A-49 Bid Item 63601-3000 Revises description Page A-49 Bid Item 63701-0000 Revises description Page A-49 Bid Item 64604-3000 Revises description Page A-49 Bid Item 64604-3000 Revises description Page A-49 Bid Item 64604-3000 Revises description Page A-49 Bid Item 64632-0000 Revises description

CONTRACT CLAUSES

SOLICITATION PROVISIONS

Page C-16. Revises, FAR Clauses 52.211-10 Commencement, Prosecution, and Completion of Work (Apr 1984) Alternate I (Apr 1984).

SPECIAL CONTRACT REQUIREMENTS

Page Section/Table Revision TOC Adds Section K E-1 101.03(a) Acronyms Adds Subsection E-1 101.04 Definitions Adds EEBACS E-3 102.05 Public Opening of Bids Revises Subsection number E-8 104.05 Load Restrictions Adds Subsection 104.05 E-10 105.02(a)(1) Material Sources Adds (i) E-27 107.12 Contractors Camp and Housing Adds sentence E-29 108.01 Commencement, Prosecution and Adds paragraph

Notice to Bidders: Please submit revised pages A-7 through A-49 with your bid.

Completion of Work E-30 108.01 Commencement, Prosecution and

Completion of Work Adds paragraphs

E-31 Repagination E-32 109.01 Measurement of Work Revises paragraph E-35 Table 109-2 Revises bid number E-38 109.08 Progress Payments Adds (d) E-47 152.03(1) Deletes(k) and (l) E-48 152.03(3) Survey and Staking Requirements Adds (6)

E-51 153.01 Description Adds paragraph E-55 153.03(b) General Adds (3) E-55a 153.07 Measurement Adds paragraph E-55a 153.08 Payment Revises Subsection E-55b Blank page E-64 156.03(a)(1) Full road closures Revises dates E-64 156.03(a)(2) Nighttime closures Revises dates F-4 203.03 Salvaging Material Add paragraph F-37 304.10 Removing and Salvaging Material Revises paragraph F-98 620.03 General Revises paragraph F-110 Construction Signs Adds paragraph Section K Adds Section

PLANS

Plan sheet #B.1 through B.22 Refer to Bid Schedule changes Plan sheet #C.3 Revises top section and detail and revises note and footnotes Plan sheet #C.6: Adds toe of existing embankment label to Type 4 Subexcavation and Backfill

Section Plan sheet #D.1 Revises Schedule B & D quantities for Item No. 20303-0300; Added Note 4 Plan sheet #D.3 Adds callout for scupper adjustments Plan sheets #G.1-4 Adds “VC Vitrified Clay” definition to Allowable Pipe Material Legend Plan sheet #J.2 Revises Note 1 Plan sheet #J.4 Revises Footnotes 1 and 2 Plan sheet #M.6 Revises Footnote 3 Plan sheet #M.7 Revises Footnote 1; Revises Footnote 2 Plan sheet #M.8 Revises Footnote references to benchmark and stockpiles Plan sheet #N.1 Revises MUTCD No. for Sign No. 20; Revises Sign No. 26 Requirements and

Quantities; Revises total quantities for all schedules Plan sheet #N.4 Revises Footnote 3 Plan sheet #N.7 Revises detail for Work Zone Control at Parking Areas and No Outlet Roads;

Revises Footnote 5 Plan sheet #N.8 Revises callout on Sign Post Installation Profile detail; Revises Note 2; Revises

Note 3 Plan sheet #P.2 Revises Sign Type and Quantity for Government furnished sign at 44+42 RT

(See Table for Item No. 63301-1000); Revises Sign Type for Government furnished sign at 287+75 LT (See Table for Item No. 63301-1000); Revises Sign System Installation Side at

156+75 (See Table for Item No. 63302-0000); Revises total quantities for all schedules; - Adds Permanent Traffic Control Note 3; Revises Footnote 3

Plan sheet #P.16 Revises Norris Campground Sign Plan sheet #P.17Adds Pavement Marking Callouts Plan sheet #P.18Deletes floating Pavement Marking Callout Plan sheet #P.21 Revises callout on detail for Sign Post Installation; Revises Ref-1 detail to Sign detail; Revises Note 1; Adds Notes 2 and 3 Plan sheet #P.22 Revises callouts on Type 2 government furnished sign installation with sleeve Plan sheet #Q.1 Revises Item No. for Temporary Culvert Pipe, (12-Inch) Plan sheet #Q.3Deletes Footnote 4 reference for Item No. 20402-0000; Deletes Footnote 3 reference for Item No. 20703-2000; Revises quantities for Item Nos. 20402-0000, 20411- 0000, 20701-1000, and 20703-2000; Adds Note 4; Adds Subgrade Work Breakdown Table

Plan sheet #S.2 Revises Item No. and Description for Precast, Prestressed Concrete Decked Bulb Tee Girders, (44”)

Plan sheet #S.14 Revises text of Original Note 5 with text of Original Note 6 and deletes Note 6 in its entirety

ENCLOSURES

Pages:

Table of Contents A-7 through A-49 C-16 E-1 E-3 E-8 E-10 E-27 E-29 E-30 through E-32 E-35 E-38 E-47 E-48 E-51 E-55 through E-55b E-64 F-4 F-37 F-98 F-110 K-1 through K-4

Plan Sheets:

B.1 through B.22 C.3

C.6

D.1 D.3 G.1 through G.4 J.2 J.4 M.6 through M.8 N.1 N.4 N.7 through N.8 P.2 P.16 though P.18 P.21 through P.22 Q.1 Q.3 S.2 S.14

Table of Contents Project: WY PRA YELL 10(17), Grand Loop Road, Norris to Golden Gate, Phase I

03USC10/06/11

TABLE OF CONTENTS

DESCRIPTION PAGE

Notice to Offeror .................................................................................................................... A-1

Solicitation, Offer, and Award (SF 1442) .............................................................................. A-3

Bid Schedule .......................................................................................................................... A-7

Solicitation Provisions ........................................................................................................... B-1

Contract Clauses .................................................................................................................... C-1

Minimum Wage Schedule ...................................................................................................... D-1

SCRs Table of Contents

SPECIAL CONTRACT REQUIREMENTS (SCRs)

The following Special Contract Requirements amend and supplement the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-03) U.S.

Customary Version, U.S. Department of Transportation, Federal Highway Administration.

Division 100 ..................................................................................................................... E-1 Division 150 ..................................................................................................................... E-41

Division 200 ..................................................................................................................... F-1 Division 250 ..................................................................................................................... F-34 Division 300 ..................................................................................................................... F-37 Division 400 ..................................................................................................................... F-39 Division 550 ..................................................................................................................... F-66 Division 600 ..................................................................................................................... F-85

Division 700 .................................................................................................................... G-1

Permits ................................................................................................................................... H-1

Storm Water Pollution Prevention Plan ................................................................................... I-1

Yellowstone National Park Director’s Order #65: Explosives Use and Blasting Safety ........ J-1

Yellowstone National Park Size and Weight Limitations of Traffic ..................................... K-1

Revised by Amendment A001

A - 7

Offerors 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.

Bid Schedule

Project No:WY PRA YELL 10(17)

Project Name:Grand Loop Road, Norris to Golden Gate, Phase 1

A - 8

Contract Quantity Pay Items

20101-0000 CLEARING AND GRUBBING

21101-1000 ROADWAY OBLITERATION, METHOD 1

31001-0000 RECYCLED AGGREGATE BASE

62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

62515-1000 MULCHING, DRY METHOD

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

A1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A1050 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A1100 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

A1150 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A1200 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A1250 15704-1000 SOIL EROSION CONTROL, PLASTIC LINING

1,700 SQYD $____________ $____________

A1300 15705-0100 SOIL EROSION CONTROL, SILT FENCE

4,470 LNFT $____________ $____________

A1350 15705-0600 SOIL EROSION CONTROL, TEMPORARY 24-INCH CULVERT PIPE

400 LNFT $____________ $____________

A1400 15705-1300 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

500 LNFT $____________ $____________

A1450 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

22,410 LNFT $____________ $____________

A001 A1500 15706-0200 SOIL EROSION CONTROL, CHECK DAM

180 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A1550 15706-0300 SOIL EROSION CONTROL, SANDBAG

440 EACH $____________ $____________

A1600 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A1650 20101-0000 CLEARING AND GRUBBING

35.0 ACRE $____________ $____________

A001 A1700 20301-1100 REMOVAL OF GATE , (Double swing)

3 EACH $____________ $____________

A1750 20301-1200 REMOVAL OF HEADWALL

21 EACH $____________ $____________

A1800 20301-1400 REMOVAL OF INLET

1 EACH $____________ $____________

A1850 20301-1800 REMOVAL OF MONUMENT

1 EACH $____________ $____________

A1900 20301-1900 REMOVAL OF PIPE CULVERT

11 EACH $____________ $____________

A1950 20301-2000 REMOVAL OF PIPE END SECTION

3 EACH $____________ $____________

A2000 20301-2300 REMOVAL OF SIGN/MARKER

65 EACH $____________ $____________

A001 A2050 20301-2700 REMOVAL OF STRUCTURE , (Boardwalk)

1 EACH $____________ $____________

A2100 20302-0500 REMOVAL OF CURB, CONCRETE

53 LNFT $____________ $____________

A2150 20302-0625 REMOVAL OF CURB, LOG

620 LNFT $____________ $____________

A001 A2200 20303-0300 REMOVAL OF CONCRETE , (Pad)

7 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A2250 20303-3000 REMOVAL OF SIDEWALK, ASPHALT

235 SQYD $____________ $____________

A2300 20303-3500 REMOVAL OF STONE MASONRY

25 SQYD $____________ $____________

A001 A2350 20303-3600 REMOVAL OF WALL , (Rockery toe)

45 SQYD $____________ $____________

A001 A2400 20303-3600 REMOVAL OF WALL , (Timber)

38 SQYD $____________ $____________

A001 A2450 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS , (Log deck)

ALL LPSM $___LPSM_____ $____________

A2500 20401-0000 ROADWAY EXCAVATION

120,000 CUYD $____________ $____________

A2550 20402-0000 SUBEXCAVATION

11,435 CUYD $____________ $____________

A2600 20411-0000 SELECT BORROW

12,700 TON $____________ $____________

A001 A2650 20435-2000 BACKFILL, GRANULAR , (quartz sand)

1,360 CUYD $____________ $____________

A2700 20465-0000 CONSERVE AND PLACE BOULDER

175 EACH $____________ $____________

A2750 20701-0700 EARTHWORK GEOTEXTILE, TYPE II-A

2,550 SQYD $____________ $____________

A2800 20701-1000 EARTHWORK GEOTEXTILE, TYPE III-A

9,860 SQYD $____________ $____________

A2850 20703-2000 GEOGRID, BIAXIAL

1,600 SQYD $____________ $____________

A2900 20704-0000 GEOMEMBRANE

20,000 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A2950 20705-1000 INSULATION BOARD, POLYSTYRENE FOAM

41,000 SQYD $____________ $____________

A3000 21101-1000 ROADWAY OBLITERATION, METHOD 1

18,535 SQYD $____________ $____________

A001 A3050 25101-0000 PLACED RIPRAP

1,920 CUYD $____________ $____________

A001 A3100 25101-3000 PLACED RIPRAP, CLASS 3

60 CUYD $____________ $____________

A001 A3150 25120-1000 RIPRAP DITCH, CLASS 1 , (or Class 2)

1,700 LNFT $____________ $____________

A3200 30802-2000 ROADWAY AGGREGATE, METHOD 2

8,490 TON $____________ $____________

A3250 31001-0000 RECYCLED AGGREGATE BASE

63,950 SQYD $____________ $____________

A3350 40101-1000 SUPERPAVE PAVEMENT, 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

0.3 TO <3 MILLION ESAL

20,500 TON $____________ $____________

A3450 40401-0000 MINOR HOT ASPHALT CONCRETE

10 TON $____________ $____________

A3500 40801-0000 COLD RECYCLED ASPHALT BASE COURSE

28,900 TON $____________ $____________

A3550 40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

77 TON $____________ $____________

A3600 41105-0000 BLOTTER

1,070 TON $____________ $____________

A3650 41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

180 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A3700 57501-0000 MINOR BRIDGE WORK

ALL LPSM $___LPSM_____ $____________

A3750 60201-0600 18-INCH PIPE CULVERT

175 LNFT $____________ $____________

A3800 60201-0800 24-INCH PIPE CULVERT

2,185 LNFT $____________ $____________

A3850 60201-0900 30-INCH PIPE CULVERT

120 LNFT $____________ $____________

A3900 60201-1000 36-INCH PIPE CULVERT

230 LNFT $____________ $____________

A3950 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

2 EACH $____________ $____________

A4000 60404-1000 CATCH BASIN, TYPE 1

1 EACH $____________ $____________

A001 A4050 60501-0000 STANDARD UNDERDRAIN SYSTEM

315 LNFT $____________ $____________

A4100 60510-0700 6-INCH COLLECTOR PIPE

1,100 LNFT $____________ $____________

A4150 60510-0800 6-INCH OUTLET PIPE

430 LNFT $____________ $____________

A001 A4200 60801-0200 PAVED WATERWAY, TYPE 2 , (6-foot width)

145 SQYD $____________ $____________

A4250 60901-3500 CURB, STONE, TYPE 1, 12-INCH DEPTH

400 LNFT $____________ $____________

A001 A4300 60901-7000 CURB, LOG

1,490 LNFT $____________ $____________

A4350 61501-1100 SIDEWALK, ASPHALT

280 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

A001 A4400 61902-0900 GATE, METAL , (40-foot width)

2 EACH $____________ $____________

A4450 61902-0900 GATE, METAL , (32-foot width)

1 EACH $____________ $____________

A001 A4500 62002-0000 STONE MASONRY , (Channel)

40 SQYD $____________ $____________

A001 A4550 62002-0000 STONE MASONRY , (Basin)

25 SQYD $____________ $____________

A001 A4600 62010-0000 STONE MASONRY , (Curb)

120 LNFT $____________ $____________

A4650 62010-3000 STONE MASONRY GUARDWALL TYPE 1

210 LNFT $____________ $____________

A4700 62011-0300 STONE MASONRY HEADWALL FOR 18-INCH PIPE CULVERT

4 EACH $____________ $____________

A4750 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

71 EACH $____________ $____________

A4800 62011-0600 STONE MASONRY HEADWALL FOR 30-INCH PIPE CULVERT

4 EACH $____________ $____________

A4850 62011-0700 STONE MASONRY HEADWALL FOR 36-INCH PIPE CULVERT

8 EACH $____________ $____________

A001 A4900 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY

600 HOUR $____________ $____________

A4950 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

200 HOUR $____________ $____________

A5000 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY

200 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 14

A5050 62201-1350 BULLDOZER, 200HP MINIMUM FLYWHEEL POWER

200 HOUR $____________ $____________

A001 A5080 62201-3000 HYDRAULIC EXCAVATOR (140 HP minimum with 3500 lb minimum hammer attachment)

100 HOUR $____________ $____________

A001 A5090 62201-3000 HYDRAULIC EXCAVATOR (140 HP minimum with 50 foot minimum reach)

200 HOUR $____________ $____________

A5100 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

400 HOUR $____________ $____________

A5150 62201-3750 CHAIN SAW

60 HOUR $____________ $____________

A5200 62301-0000 GENERAL LABOR

1,500 HOUR $____________ $____________

A001 A5250 62302-0000 SPECIAL LABOR , (Carpenter)

200 HOUR $____________ $____________

A001 A5300 62302-0000 SPECIAL LABOR , (Stone Mason)

200 HOUR $____________ $____________

A5350 62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

30.7 ACRE $____________ $____________

A5400 62515-1000 MULCHING, DRY METHOD

30.7 ACRE $____________ $____________

A001 A5450 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN

30 EACH $____________ $____________

A5500 63302-0000 SIGN SYSTEM

159 SQFT $____________ $____________

A5550 63308-2000 OBJECT MARKER, TYPE 2

12 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:WY PRA YELL 10(17)

Project Name:Grand Loop Road, Norris to Golden Gate, Phase 1

Leeann.Bush Rectangle

A - 15

A5600 63308-3000 OBJECT MARKER, TYPE 3

12 EACH $____________ $____________

A5650 63318-1000 SNOWPOLE HOLDER

77 EACH $____________ $____________

A001 A5700 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID , (White)

90,620 LNFT $____________ $____________

A001 A5750 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID , (Yellow)

79,200 LNFT $____________ $____________

A001 A5800 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN , (Yellow)

13,420 LNFT $____________ $____________

A001 A5850 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED , (White)

10,832 LNFT $____________ $____________

A5900 63403-0200 PAVEMENT MARKINGS, TYPE B Solid White, (Stop Line)

150 SQFT $____________ $____________

A5950 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

2 EACH $____________ $____________

A6000 63502-0400 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 1

85 EACH $____________ $____________

A6050 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

16 EACH $____________ $____________

A6100 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

175 EACH $____________ $____________

A6150 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

75 EACH $____________ $____________

A6200 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

40 EACH $____________ $____________

A6250 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

80 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 16

A6300 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

160 EACH $____________ $____________

A6350 63502-3700 TEMPORARY TRAFFIC CONTROL, SNOWPOLE

48 EACH $____________ $____________

A6400 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

24,050 LNFT $____________ $____________

A6450 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

3,000 LNFT $____________ $____________

A001 A6500 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

1,370 SQFT $____________ $____________

A6550 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,250 HOUR $____________ $____________

A6600 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

324 DAY $____________ $____________

A6650 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

7,368 FXHR $38.00 $279,984.00

A001 A6700 63601-3000 SYSTEM INSTALLATION, ELECTRICAL

ALL LPSM $___LPSM_____ $____________

A001 A6750 63701-0000 FIELD OFFICE , (relocation)

1 EACH $____________ $____________

A001 A6800 64604-3000 FIXTURE, PEDESTRIAN RAILING , (Type 3)

195 LNFT $____________ $____________

A001 A6850 64604-3000 FIXTURE, PEDESTRIAN RAILING , (Type 1)

145 LNFT $____________ $____________

A001 A6900 64604-3000 FIXTURE, PEDESTRIAN RAILING , (Type 2)

110 LNFT $____________ $____________

A6950 64620-1100 REMOVE AND RESET KIOSK

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:WY PRA YELL 10(17)

Project Name:Grand Loop Road, Norris to Golden Gate, Phase 1

Leeann.Bush Rectangle

A - 17

A001 A7000 64632-0000 ROADSIDE DEVELOPMENT , (Remove and reset stairs)

10 SQYD $____________ $____________

A7050 64702-1000 MITIGATION, LANDSCAPING LOG

5,280 LNFT $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

A - 18

20101-0000 CLEARING AND GRUBBING

21101-1000 ROADWAY OBLITERATION, METHOD 1

31001-0000 RECYCLED AGGREGATE BASE

62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

62515-1000 MULCHING, DRY METHOD

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

B1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B1050 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

B1100 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

B1150 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B1200 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

B1250 15704-1000 SOIL EROSION CONTROL, PLASTIC LINING

1,800 SQYD $____________ $____________

B1300 15705-0100 SOIL EROSION CONTROL, SILT FENCE

4,780 LNFT $____________ $____________

B1350 15705-0600 SOIL EROSION CONTROL, TEMPORARY 24-INCH CULVERT PIPE

400 LNFT $____________ $____________

B1400 15705-1300 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

500 LNFT $____________ $____________

B1450 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

25,505 LNFT $____________ $____________

A001 B1500 15706-0200 SOIL EROSION CONTROL, CHECK DAM

195 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 19

B1550 15706-0300 SOIL EROSION CONTROL, SANDBAG

565 EACH $____________ $____________

B1600 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

B1650 20101-0000 CLEARING AND GRUBBING

39.5 ACRE $____________ $____________

A001 B1700 20301-1100 REMOVAL OF GATE , (Double swing)

3 EACH $____________ $____________

B1750 20301-1200 REMOVAL OF HEADWALL

24 EACH $____________ $____________

B1800 20301-1400 REMOVAL OF INLET

1 EACH $____________ $____________

B1850 20301-1800 REMOVAL OF MONUMENT

1 EACH $____________ $____________

B1900 20301-1900 REMOVAL OF PIPE CULVERT

12 EACH $____________ $____________

B1950 20301-2000 REMOVAL OF PIPE END SECTION

3 EACH $____________ $____________

B2000 20301-2300 REMOVAL OF SIGN/MARKER

70 EACH $____________ $____________

A001 B2050 20301-2700 REMOVAL OF STRUCTURE , (Boardwalk)

1 EACH $____________ $____________

B2100 20302-0500 REMOVAL OF CURB, CONCRETE

53 LNFT $____________ $____________

B2150 20302-0625 REMOVAL OF CURB, LOG

620 LNFT $____________ $____________

A001 B2200 20303-0300 REMOVAL OF CONCRETE , (Pad)

9 SQYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 20

B2250 20303-3000 REMOVAL OF SIDEWALK, ASPHALT

235 SQYD $____________ $____________

B2300 20303-3500 REMOVAL OF STONE MASONRY

25 SQYD $____________ $____________

A001 B2350 20303-3600 REMOVAL OF WALL , (Rockery toe)

45 SQYD $____________ $____________

A001 B2400 20303-3600 REMOVAL OF WALL , (Timber)

38 SQYD $____________ $____________

A001 B2450 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS , (Log deck)

ALL LPSM $___LPSM_____ $____________

B2500 20401-0000 ROADWAY EXCAVATION

137,100 CUYD $____________ $____________

B2550 20402-0000 SUBEXCAVATION

13,520 CUYD $____________ $____________

B2600 20411-0000 SELECT BORROW

18,605 TON $____________ $____________

A001 B2650 20435-2000 BACKFILL, GRANULAR , (quartz sand)

1,470 CUYD $____________ $____________

B2700 20465-0000 CONSERVE AND PLACE BOULDER

185 EACH $____________ $____________

B2750 20701-0700 EARTHWORK GEOTEXTILE, TYPE II-A

2,550 SQYD $____________ $____________

B2800 20701-1000 EARTHWORK GEOTEXTILE, TYPE III-A

15,000 SQYD $____________ $____________

B2850 20703-2000 GEOGRID, BIAXIAL

1,600 SQYD $____________ $____________

B2900 20704-0000 GEOMEMBRANE

23,000 SQYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 21

B2950 20705-1000 INSULATION BOARD, POLYSTYRENE FOAM

47,000 SQYD $____________ $____________

B3000 21101-1000 ROADWAY OBLITERATION, METHOD 1

18,535 SQYD $____________ $____________

A001 B3050 25101-0000 PLACED RIPRAP

1,955 CUYD $____________ $____________

A001 B3100 25101-3000 PLACED RIPRAP, CLASS 3

60 CUYD $____________ $____________

A001 B3150 25120-1000 RIPRAP DITCH, CLASS 1 , (or Class 2)

1,700 LNFT $____________ $____________

A001 B3200 30802-2000 ROADWAY AGGREGATE, METHOD 2

9,875 TON $____________ $____________

B3250 31001-0000 RECYCLED AGGREGATE BASE

72,270 SQYD $____________ $____________

B3350 40101-1000 SUPERPAVE PAVEMENT, 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

0.3 TO <3 MILLION ESAL

23,000 TON $____________ $____________

B3450 40401-0000 MINOR HOT ASPHALT CONCRETE

10 TON $____________ $____________

B3500 40801-0000 COLD RECYCLED ASPHALT BASE COURSE

32,400 TON $____________ $____________

B3550 40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

82 TON $____________ $____________

B3600 41105-0000 BLOTTER

1,185 TON $____________ $____________

B3650 41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

200 TON $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 22

B3700 57501-0000 MINOR BRIDGE WORK

ALL LPSM $___LPSM_____ $____________

B3750 60201-0600 18-INCH PIPE CULVERT

175 LNFT $____________ $____________

B3800 60201-0800 24-INCH PIPE CULVERT

2,545 LNFT $____________ $____________

B3850 60201-0900 30-INCH PIPE CULVERT

120 LNFT $____________ $____________

B3900 60201-1000 36-INCH PIPE CULVERT

230 LNFT $____________ $____________

B3950 60202-0300 21-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

72 LNFT $____________ $____________

B4000 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

2 EACH $____________ $____________

B4050 60404-1000 CATCH BASIN, TYPE 1

1 EACH $____________ $____________

A001 B4100 60501-0000 STANDARD UNDERDRAIN SYSTEM

315 LNFT $____________ $____________

B4150 60510-0700 6-INCH COLLECTOR PIPE

1,700 LNFT $____________ $____________

B4200 60510-0800 6-INCH OUTLET PIPE

595 LNFT $____________ $____________

A001 B4250 60801-0200 PAVED WATERWAY, TYPE 2 , (6-foot width)

145 SQYD $____________ $____________

B4300 60901-3500 CURB, STONE, TYPE 1, 12-INCH DEPTH

400 LNFT $____________ $____________

A001 B4350 60901-7000 CURB, LOG

1,855 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 23

B4400 61501-1100 SIDEWALK, ASPHALT

280 SQYD $____________ $____________

A001 B4450 61902-0900 GATE, METAL , (40-foot width)

2 EACH $____________ $____________

B4500 61902-0900 GATE, METAL , (32-foot width)

1 EACH $____________ $____________

A001 B4550 62002-0000 STONE MASONRY , (Channel)

40 SQYD $____________ $____________

A001 B4600 62002-0000 STONE MASONRY , (Basin)

25 SQYD $____________ $____________

A001 B4650 62010-0000 STONE MASONRY , (Curb)

120 LNFT $____________ $____________

B4700 62010-3000 STONE MASONRY GUARDWALL TYPE 1

210 LNFT $____________ $____________

B4750 62011-0300 STONE MASONRY HEADWALL FOR 18-INCH PIPE CULVERT

4 EACH $____________ $____________

B4800 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

85 EACH $____________ $____________

B4850 62011-0600 STONE MASONRY HEADWALL FOR 30-INCH PIPE CULVERT

4 EACH $____________ $____________

B4900 62011-0700 STONE MASONRY HEADWALL FOR 36-INCH PIPE CULVERT

8 EACH $____________ $____________

A001 B4950 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY

600 HOUR $____________ $____________

B5000 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

200 HOUR $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 24

A001 B5050 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY

200 HOUR $____________ $____________

A001 B5100 62201-1350 BULLDOZER, 200HP MINIMUM FLYWHEEL POWER

200 HOUR $____________ $____________

A001 B5130 62201-3000 HYDRAULIC EXCAVATOR (140 HP minimum with 3500 lb minimum hammer attachment)

100 HOUR $____________ $____________

A001 B5140 62201-3000 HYDRAULIC EXCAVATOR (140 HP minimum with 50 foot minimum reach)

200 HOUR $____________ $____________

B5150 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

400 HOUR $____________ $____________

B5200 62201-3750 CHAIN SAW

60 HOUR $____________ $____________

B5250 62301-0000 GENERAL LABOR

1,500 HOUR $____________ $____________

A001 B5300 62302-0000 SPECIAL LABOR , (Carpenter)

200 HOUR $____________ $____________

A001 B5350 62302-0000 SPECIAL LABOR , (Stone Mason)

200 HOUR $____________ $____________

B5400 62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

34.4 ACRE $____________ $____________

B5450 62515-1000 MULCHING, DRY METHOD

34.4 ACRE $____________ $____________

A001 B5500 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN

35 EACH $____________ $____________

B5550 63302-0000 SIGN SYSTEM

172 SQFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:WY PRA YELL 10(17)

Project Name:Grand Loop Road, Norris to Golden Gate, Phase 1

Leeann.Bush Rectangle

A - 25

B5600 63308-2000 OBJECT MARKER, TYPE 2

12 EACH $____________ $____________

B5650 63308-3000 OBJECT MARKER, TYPE 3

12 EACH $____________ $____________

B5700 63318-1000 SNOWPOLE HOLDER

90 EACH $____________ $____________

A001 B5750 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID , (White)

99,850 LNFT $____________ $____________

A001 B5800 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID , (Yellow)

90,900 LNFT $____________ $____________

A001 B5850 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN , (Yellow)

14,780 LNFT $____________ $____________

A001 B5900 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED , (White)

13,632 LNFT $____________ $____________

B5950 63403-0200 PAVEMENT MARKINGS, TYPE B Solid White, (Stop line)

150 SQFT $____________ $____________

B6000 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

2 EACH $____________ $____________

B6050 63502-0400 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 1

95 EACH $____________ $____________

B6100 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

16 EACH $____________ $____________

B6150 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

200 EACH $____________ $____________

B6200 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

B6250 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

50 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 26

B6300 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

80 EACH $____________ $____________

B6350 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

190 EACH $____________ $____________

B6400 63502-3700 TEMPORARY TRAFFIC CONTROL, SNOWPOLE

57 EACH $____________ $____________

B6450 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

34,910 LNFT $____________ $____________

B6500 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

3,200 LNFT $____________ $____________

A001 B6550 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

1,370 SQFT $____________ $____________

B6600 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,400 HOUR $____________ $____________

B6650 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

336 DAY $____________ $____________

B6700 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

7,728 FXHR $38.00 $293,664.00

A001 B6750 63601-3000 SYSTEM INSTALLATION, ELECTRICAL

ALL LPSM $___LPSM_____ $____________

A001 B6800 63701-0000 FIELD OFFICE , (relocation)

1 EACH $____________ $____________

A001 B6850 64604-3000 FIXTURE, PEDESTRIAN RAILING , (Type 3)

195 LNFT $____________ $____________

A001 B6900 64604-3000 FIXTURE, PEDESTRIAN RAILING , (Type 1)

400 LNFT $____________ $____________

A001 B6950 64604-3000 FIXTURE, PEDESTRIAN RAILING , (Type 2)

110 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:WY PRA YELL 10(17)

Project Name:Grand Loop Road, Norris to Golden Gate, Phase 1

Leeann.Bush Rectangle

A - 27

B7000 64620-1100 REMOVE AND RESET KIOSK

1 EACH $____________ $____________

A001 B7050 64632-0000 ROADSIDE DEVELOPMENT , (Remove and reset stairs)

10 SQYD $____________ $____________

B7100 64702-1000 MITIGATION, LANDSCAPING LOG

5,820 LNFT $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Base

A - 28

20101-0000 CLEARING AND GRUBBING

20212-0000 SPECIAL CLEARING

20801-0000 STRUCTURE EXCAVATION

21101-1000 ROADWAY OBLITERATION, METHOD 1

31001-0000 RECYCLED AGGREGATE BASE

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55302-2500 PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE GIRDERS, 45"

55302-3700 PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE GIRDERS , (44")

55401-1000 REINFORCING STEEL

55401-2000 REINFORCING STEEL, EPOXY COATED

55901-0000 MEMBRANE WATERPROOFING

56401-1000 BEARING DEVICE, ELASTOMERIC

62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

62515-1000 MULCHING, DRY METHOD

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

C1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

C1050 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

C1100 15214-1000 SURVEY AND STAKING, BRIDGE

ALL LPSM $___LPSM_____ $____________

C1150 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

C1200 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

C1250 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

C1300 15704-1000 SOIL EROSION CONTROL, PLASTIC LINING

2,105 SQYD $____________ $____________

C1350 15705-0100 SOIL EROSION CONTROL, SILT FENCE

5,755 LNFT $____________ $____________

A001 C1390 15705-0500 SOIL EROSION CONTROL, TEMPORARY CULVERT PIPE , (12-inch)

60 LNFT $____________ $____________

Bid Schedule Schedule:C Schedule Type:Base

A - 29

C1400 15705-0600 SOIL EROSION CONTROL, TEMPORARY 24-INCH CULVERT PIPE

400 LNFT $____________ $____________

C1450 15705-1300 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

500 LNFT $____________ $____________

C1500 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

22,985 LNFT $____________ $____________

A001 C1550 15706-0200 SOIL EROSION CONTROL, CHECK DAM

185 EACH $____________ $____________

C1600 15706-0300 SOIL EROSION CONTROL, SANDBAG

860 EACH $____________ $____________

A001 C1650 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

C1700 20101-0000 CLEARING AND GRUBBING

36.6 ACRE $____________ $____________

C1750 20212-0000 SPECIAL CLEARING

2,950 SQYD $____________ $____________

A001 C1800 20301-1100 REMOVAL OF GATE , (Double swing)

3 EACH $____________ $____________

C1850 20301-1200 REMOVAL OF HEADWALL

23 EACH $____________ $____________

C1900 20301-1400 REMOVAL OF INLET

1 EACH $____________ $____________

C1950 20301-1800 REMOVAL OF MONUMENT

1 EACH $____________ $____________

C2000 20301-1900 REMOVAL OF PIPE CULVERT

11 EACH $____________ $____________

C2050 20301-2000 REMOVAL OF PIPE END SECTION

3 EACH $____________ $____________

Bid Schedule Schedule:C Schedule Type:Base

Project No:WY PRA YELL 10(17)

Project Name:Grand Loop Road, Norris to Golden Gate, Phase 1

A - 30

C2100 20301-2300 REMOVAL OF SIGN/MARKER

91 EACH $____________ $____________

A001 C2150 20301-2700 REMOVAL OF STRUCTURE , (Boardwalk)

1 EACH $____________ $____________

C2200 20302-0500 REMOVAL OF CURB, CONCRETE

53 LNFT $____________ $____________

C2250 20302-0625 REMOVAL OF CURB, LOG

620 LNFT $____________ $____________

A001 C2300 20303-0300 REMOVAL OF CONCRETE , (Pad)

7 SQYD $____________ $____________

C2350 20303-3000 REMOVAL OF SIDEWALK, ASPHALT

235 SQYD $____________ $____________

C2400 20303-3500 REMOVAL OF STONE MASONRY

25 SQYD $____________ $____________

A001 C2450 20303-3600 REMOVAL OF WALL , (Rockery toe)

45 SQYD $____________ $____________

A001 C2500 20303-3600 REMOVAL OF WALL , (Timber)

38 SQYD $____________ $____________

A001 C2550 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS , (Log deck)

ALL LPSM $___LPSM_____ $____________

C2600 20304-2000 REMOVAL OF BRIDGE

ALL LPSM $___LPSM_____ $____________

C2650 20401-0000 ROADWAY EXCAVATION

122,000 CUYD $____________ $____________

A001 C2700 20402-0000 SUBEXCAVATION

12,485 CUYD $____________ $____________

A001 C2750 20411-0000 SELECT BORROW

14,850 TON $____________ $____________

Bid Schedule Schedule:C Schedule Type:Base

A - 31

A001 C2800 20435-2000 BACKFILL, GRANULAR , (quartz sand)

1,360 CUYD $____________ $____________

C2850 20465-0000 CONSERVE AND PLACE BOULDER

185 EACH $____________ $____________

C2900 20701-0700 EARTHWORK GEOTEXTILE, TYPE II-A

6,550 SQYD $____________ $____________

A001 C2950 20701-1000 EARTHWORK GEOTEXTILE, TYPE III-A

11,610 SQYD $____________ $____________

A001 C3000 20703-2000 GEOGRID, BIAXIAL

8,250 SQYD $____________ $____________

C3050 20704-0000 GEOMEMBRANE

20,000 SQYD $____________ $____________

C3100 20705-1000 INSULATION BOARD, POLYSTYRENE FOAM

41,000 SQYD $____________ $____________

C3150 20801-0000 STRUCTURE EXCAVATION

800 CUYD $____________ $____________

C3200 20803-0000 STRUCTURAL BACKFILL

360 CUYD $____________ $____________

C3250 21101-1000 ROADWAY OBLITERATION, METHOD 1

18,535 SQYD $____________ $____________

A001 C3300 25101-0000 PLACED RIPRAP

1,930 CUYD $____________ $____________

A001 C3350 25101-3000 PLACED RIPRAP, CLASS 3

60 CUYD $____________ $____________

A001 C3400 25101-5000 PLACED RIPRAP, CLASS 5

250 CUYD $____________ $____________

A001 C3450 25120-1000 RIPRAP DITCH, CLASS 1 , (or Class 2)

1,700 LNFT $____________ $____________

Bid Schedule Schedule:C Schedule Type:Base

A - 32

A001 C3500 30802-2000 ROADWAY AGGREGATE, METHOD 2

9,480 TON $____________ $____________

C3550 31001-0000 RECYCLED AGGREGATE BASE

70,250 SQYD $____________ $____________

C3600 40101-1000 SUPERPAVE PAVEMENT, 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

0.3 TO <3 MILLION ESAL

21,570 TON $____________ $____________

C3750 40401-0000 MINOR HOT ASPHALT CONCRETE

375 TON $____________ $____________

C3800 40801-0000 COLD RECYCLED ASPHALT BASE COURSE

30,400 TON $____________ $____________

C3850 40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

81 TON $____________ $____________

C3900 41105-0000 BLOTTER

1,130 TON $____________ $____________

C3950 41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

190 TON $____________ $____________

C4000 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

274 CUYD $____________ $____________

A001 C4050 55302-2500 PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE GIRDERS, 45"

546 LNFT $____________ $____________

A001 C4060 55302-3700 PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE GIRDERS , (44")

546 LNFT $____________ $____________

C4100 55401-1000 REINFORCING STEEL

29,800 LB $____________ $____________

C4150 55401-2000 REINFORCING STEEL, EPOXY COATED

2,400 LB $____________ $____________

Bid Schedule Schedule:C Schedule Type:Base

A - 33

C4200 55601-1300 BRIDGE RAILING, TIMBER

212 LNFT $____________ $____________

C4250 55901-0000 MEMBRANE WATERPROOFING

317 SQYD $____________ $____________

C4300 56401-1000 BEARING DEVICE, ELASTOMERIC

12 EACH $____________ $____________

C4350 57501-0000 MINOR BRIDGE WORK

ALL LPSM $___LPSM_____ $____________

C4400 57502-0000 TEMPORARY BRIDGE

ALL LPSM $___LPSM_____ $____________

C4450 60201-0600 18-INCH PIPE CULVERT

175 LNFT $____________ $____________

C4500 60201-0800 24-INCH PIPE CULVERT

2,230 LNFT $____________ $____________

C4550 60201-0900 30-INCH PIPE CULVERT

120 LNFT $____________ $____________

C4600 60201-1000 36-INCH PIPE CULVERT

230 LNFT $____________ $____________

C4650 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

2 EACH $____________ $____________

C4700 60404-1000 CATCH BASIN, TYPE 1

1 EACH $____________ $____________

A001 C4750 60501-0000 STANDARD UNDERDRAIN SYSTEM

315 LNFT $____________ $____________

A001 C4800 60510-0700 6-INCH COLLECTOR PIPE

1,130 LNFT $____________ $____________

C4850 60510-0800…