A002_MT_PARK_2013(1)_Part1.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

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

A002 1/23/2015 N/A MT PARK 2013(1)

GARDINER GATEWAY, 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

DTFH70-14-R-00010

9B. DATED (SEE ITEM 11)

12/22/14

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 PARK 2013(1), GARDINER GATEWAY, 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. A002, dated 01/23/2015 MT Park 2013(1) Solicitation No. DTFH70-14-R-00010 Gardiner Gateway, Phase I

REVISIONS ARE AS FOLLOWS:

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

Page A-3, Block 13A. Revises bid opening date from 02/03/2015 to 02/10/2015.

BID SCHEDULE

Page A-10 Revises quantity for Item 20301-1900 Removal of Pipe Culvert Page A-10 Deletes Item 20301-2700 Removal of Structure (Wayside Exhibit) Page A-11 Revises quantity for Item 25101-1000 Placed Riprap, Class 1 (basalt) Page A-12 Adds Item 25125-0000 Boulder, (stone masonry boulder) Page A-13 Revises quantity for Item 60201-0400 12-Inch Pipe Culvert Page A-14 Revises quantity for Item 60401-3000 Manhole, Type 3 (60-inch dia.)

Page A-14 Revises quantity for Item 60401-3000 Manhole, Type 3 (48-inch dia.)

Page A-14 Revises quantity for Item 60403-0000 Inlet Page A-15 Revises quantity for Item 60901-4200 Curb, Stone, Type, 18-inch depth Page A-15 Revises quantity for Item 60902-1000 Curb and Gutter, Concrete, 12-inch depth

(sloping) Page A-15 Adds Item 61101-0000 Water System (Relocate existing water line) Page A-16 Deletes Item 62010-0000 Stone Masonry (52-inch height wall) Page A-16 Adds Item 62010-0000 Stone Masonry (30-inch height, cobble faced seatwall) Page A-17 Adds Item 62013-2000 Stone Masonry Wall (wall at YA lot) Page A-17 Adds Item 62013-2000 Stone Masonry Wall (wall at YA sidewalk) Page A-18 Revises quantity for Item 63316-1000 Remove and Reset Sign Page A-19 Deletes Item 63405-0050 Pavement Markings, Symbols (lane) Page A-19 Revises description for Item 63405-0050 Pavement Markings, Symbols (fire lane) Page A-19 Deletes Item 63405-0050 Pavement Markings, Symbols (bus) Page A-19 Deletes Item 63405-0050 Pavement Markings, Symbols (rv) Page A-19 Deletes Item 63405-0650 Pavement Markings, Type B, “only” Word Message Page A-20 Deletes Item 64603-1800 Fixture, Roof Drain Connection (Downspout extension) Page A-20 Revises quantity for Item 64604-1000 Fixture, Handrail (YA sidewalk) Page A-20 Deletes Item 64604-1000 Fixture, Handrail (Arch House) Page A-23 Revises quantity for Item 20301-1900 Removal of Pipe Culvert Page A-23 Deletes Item 20301-2700 Removal of Structure (Wayside Exhibit) Page A-24 Revises quantity for Item 25101-1000 Placed Riprap, Class 1 (basalt) Page A-25 Adds Item 25125-0000 Boulder, (stone masonry boulder) Page A-26 Revises quantity for Item 60201-0400 12-Inch Pipe Culvert Page A-27 Revises quantity for Item 60401-3000 Manhole, Type 3 (60-inch dia.)

Page A-27 Revises quantity for Item 60401-3000 Manhole, Type 3 (48-inch dia.)

Page A-27 Revises quantity for Item 60403-0000 Inlet Page A-28 Deletes Item 60901-1000 Curb, Concrete, 12-inch depth Page A-28 Adds Item 60901-1000 Curb, Concrete, 12-inch depth (paver edging block) Page A-28 Deletes Item 60901-1000 Curb, Concrete, 12-inch depth (paver edging block)

New proposal due date: 02-10-15

Page A-28 Revises quantity for Item 60901-4200 Curb, Stone, Type 1, 18-inch Depth (stone masonry edging) Page A-28 Revises quantity for Item 60901-4200 Curb, Stone, Type 1, 18-inch depth Page A-28 Revises quantity for Item 60902-1000 Curb and Gutter, Concrete, 12-inch depth Page A-28 Adds Item 61101-0000 Water System (Relocate existing water line) Page A-30 Revises description for Item 62010-0000 Stone Masonry (30-inch height, cobble faced seatwall) Page A-30 Deletes Item 62010-0000 Stone Masonry (52-inch height wall) Page A-30 Revises quantity for Item 62011-5000 Stone Masonry Pillars (type 3, 64-inch height) Page A-31 Adds Item 62013-2000 Stone Masonry Wall (wall at YA lot) Page A-31 Adds Item 62013-2000 Stone Masonry Wall (wall at YA sidewalk) Page A-32 Revises quantity for Item 62516-1000 Mulching, Dry Method (2-inch additional depth at trees) Page A-34 Revises quantity for Item 63316-1000 Remove and Reset Sign Page A-34 Deletes Item 63405-0050 Pavement Markings, Symbols (lane) Page A-34 Revises description for Item 63405-0050 Pavement Markings, Symbols (fire lane) Page A-35 Deletes Item 63405-0050 Pavement Markings, Symbols (bus) Page A-35 Deletes Item 63405-0050 Pavement Markings, Symbols (rv) Page A-35 Deletes Item 63405-0650 Pavement Markings, Type B, “only” Word Message Page A-36 Deletes Item 64603-1800 Fixture, Roof Drain Connection (Downspout extension) Page A-36 Revises quantity for Item 64604-1000 Fixture, Handrail (YA sidewalk) Page A-36 Deletes Item 64604-1000 Fixture, Handrail (Arch House)

CONTRACT CLAUSES

MINIMUM WAGE SCHEDULE

Page D-1 through D-12. Updates Davis-Bacon General Wage Decision Number MT80 to current effective date of 01/09/2015

SPECIAL CONTRACT REQUIREMENTS

Page Section/Table Revision E-8 104.06 Other Contracts Adds (h), (i), and (j) E-19 107.02 Protection and Restoration of Property and Landscape Adds Park Co. Public Works contact

E-21 107.03A Public Notice Adds Livingston Enterprise E-21 107.05A Indemnification Adds Park County E-25 107.11 Protection of Forests, Parks, and

Public Lands Adds “project site”

F-2 203.03 Salvaging Material Adds sentence F-5 204.05 Conservation of Topsoil Revises subsection F-49 605.06A Drainage chase Revises (a) F-54 611.01 Description Adds sentence F-57 611.04D Water System Adds subsection

Notice to Offerors: Please submit revised pages A-7 through A-37 with your bid.

F-67 619.06 Temporary Fence Adds paragraph F-68 620.01A Definitions Adds (g) F-69 620.03 General Adds sentence F-70 620.08A Veneer for MSE Wall Revises sentence F-71 620.09A Seat Walls Revises (a) F-72 620.09A Seat Walls Revises (a) and (b) F-73 620.09E Masonry Boulder Adds subsection F-78 624.04 Placing Topsoil Adds sentence F-93 636.06A Luminaire Construction

Requirements Revises subsection

G-9 705.02 Riprap Rock Revises sentence G-25 725.34 Detectable Warning Tile Adds material type G-25/26 Revises numbers of subsections to be in order

PLANS

Plan sheet #A.2 Revises Index Plan sheets #B.1 through #B.22 Revised lines are marked with A002. Revisions may include a change in quantity, a deletion or an addition. Line Item numbers from B1640 through B3780 have been renumbered.

Plan sheet #C.1 Revises quantities Plan sheet #D.1 Deletes Table for Item 20301-2700 Plan sheet #D.3 Revises call outs for utilities; Revises construction limits Plan sheet #D.4 Revises call outs for utilities; Adds call out for inlet;

Adds note and footnote Plan sheet #D.5 Revises call outs for utilities; Revises construction limits Plan sheet #D.7 Revises call outs for utilities Plan sheet #E.2 Revises quantities in Table for Item 60901-4200

Plan sheet #E.3 Deletes lines for Pocket Park in Table for Item 61501-0100 Sidewalk, Concrete (4-inch thickness) and revises quantities

Plan sheet #E.4 Revises Table for Item 64604-1000 Plan sheet #E.6 Adds footnote; revises call outs at 396+41 and 396+86 Plan sheet #E.7 Revises call out numbers on plan; revises design at YA parking lot Plan sheet #F.2 Revises Table for Item 63316-1000 Plan sheet #F.2a Deletes Table for Item 63604-1800;

Revises Table for Item 60415-0000 Plan sheet #F.3 Revises call out for #5 Plan sheet #F.4 Revises riprap placement Plan sheet #F.6 Adds riprap Plan sheet #F.8 Revises call outs at YA parking lot; deletes graphic item in legend Plan sheet #F.11 Revises call outs at YA parking lot; revises dimension Plan sheet #F.12 Revises Layout Table Plan sheet #F.17 Adds call out for wayside exhibit; adds riprap

Plan sheet #G.1 Revises Table 62010-0000 Stone Masonry (30-inch Height, cobble faced seatwall)

Add Table for Item 25125-0000 Plan sheet #G.2 Deletes Table Item 62010-0000 Stone Masonry (52-inch height wall) Adds Table Item 62013-2000 Stone Masonry Wall (wall at YA lot) Adds Table Item 62013-2000 Stone Masonry Wall (wall at YA sidewalk) Deletes Table Item 62011-5000 Stone Masonry Pillar (type 1b, cobble facing, 36-inch height) Plan sheet #G.7 Revises wall elevation Plan sheet #G.9 Adds call outs for capstones; adds footnote; revises Stage End Wall Plan sheet #G.12 Adds 3-D detail A; Revises call outs; deletes Section A-A; revises Sections B-B and C-C Plan sheet #G.13 Revises call out Plan sheet #G.16 Adds paver edging Plan sheet #G.17 Revises Stone Masonry Wall; adds footnotes Plan sheet #G.17a Adds sheet Plan sheet #H.3 Adds 6-inch curb break concrete curbing detail; revises spelling of

Sinclaire to Sinclair

Plan sheet #H.8 Revises detail

Plan sheet #H.10 Deletes sheet from plan set Plan sheet #H.11 Revises 3-D detail; revises handrail detail Plan sheet #H.22 Adds sheet Plan sheet #I.1 Revises quantities; revises text font Plan sheet #I.2 Revises quantities; revises text font Plan sheet #I.3 Revises quantities; revises text font Plan sheet #I.4 Revises quantities; revises text font Plan sheet #I.5 Water System

Plan sheet #I.7 Revises callout at 400+03.22 Plan sheet #I.8 Adds riprap Plan sheet #I.9 Adds riprap; adds asphalt sidewalk Plan sheet #I.11 Adds riprap Plan sheet #I.16 Adds seal coat; adds note Plan sheet #I.22 Revises call outs

Plan sheet #I.25 Revises call out Plan sheet #I.26 Revises call out Plan sheet #K.17 Revises layout information Plan sheet #M.3 Revises footnote

Plan sheet #M.5 Deletes columns Plan sheet #N.1 Adds Table for Item 63601-2000

Plan sheet #N.5 Revises call out Plan sheet #N.6 Revises call out Plan sheet #N.9 Revises call out and adds Note 3. and 4.

Plan sheet #O.3 Revises Boulder installation at seatwalls Plan sheet #O.8 Revises Table Plan sheet #P.1 Adds schedules to Tables

ENCLOSURES

Pages:

A-7 through A-37 D-1 through D-12 E-8 E-19 E-21 E-25 F-2 F-5 F-49 F-54 F-57 F-67 through F-73 F-78 F-93 G-9 G-25 through G-26

Plan Sheets:

A.2 B.1 through B.22 C.1 D.1 D.3 through D.5 D.7 E.2 through E.4 E.6 through E.7 F.2 through F.4 F.6 F.8 F.11 through F.12 F.17 G.1 through G.2 G.7 G.9 G.12 through G.13 G.16 through G.17a H.3 H.8 H.10 through H.11 H.22 I.1 through I.5 I.7 through I.9 I.11 I.16 I.22 I.25 through I.26 K.17 M.3 M.5 N.1 N.5 through N.6 N.9 O.3 O.8 P.1

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.

BRAND NAME OR EQUAL NOTIFICATION

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

•A. For Item 61501-0400, Sidewalk, Precast Concrete Pavers in Schedules A and B , our firm offers in lieu of the brand name specified:

Brand: __________________________________________

Manufacturer's Name: _____________________________

•B. For Item 61901-0000, Fence (Type 1a, 4' height) in Schedule A, our firm offers in lieu of the brand name specified:

•C. For Item 61901-0000, Fence (Type 2a, 5' height) in Schedule A, our firm offers in lieu of the brand name specified:

•D. For Item 61901-0000, Fence (Type 3a, YTR sidewalk - posts only) in Schedule A, our firm offers in lieu of the brand name specified:

Brand: __________________________________________

Bid Schedule

Project No:MT PARK 2013(1)

Project Name:Gardiner Gateway, Phase 1

A - 8

•E. For Item 63601-2000, System Installation, Lighting (YTR Walkway) in Schedules A and B , our firm offers in lieu of the brand name specified:

•F. For Item 63601-2000, System Installation, Lighting (Park Street) in Schedules A and B , our firm offers in lieu of the brand name specified:

Brand: __________________________________________

Manufacturer's Name: _____________________________

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

If proposed "equal" is determined by the government to be "not equal", offeror will not be considered for award.

Bid Schedule

A - 9

Contract Quantity Pay Items

20101-0000 CLEARING AND GRUBBING

25501-0000 MECHANICALLY STABILIZED EARTH WALL (Arch Park retaining wall)

41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

62407-0000 PLACING CONSERVED TOPSOIL

62409-0000 PLACING MANUFACTURED TOPSOIL

62410-0000 PLACING MANUFACTURED TOPSOIL (6-inch depth)

62516-1000 MULCHING, DRY METHOD (2-inch additional depth at trees)

62516-1000 MULCHING, DRY METHOD (1-inch depth)

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE

2,165 LNFT $____________ $____________

A0140 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE (check dam)

1,440 LNFT $____________ $____________

A0160 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

1,829 LNFT $____________ $____________

A0180 15706-0300 SOIL EROSION CONTROL, SANDBAG

36 EACH $____________ $____________

A0200 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

34 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A0220 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

7 EACH $____________ $____________

A0240 20101-0000 CLEARING AND GRUBBING

3.9 ACRE $____________ $____________

A0260 20301-0100 REMOVAL OF BOLLARD

8 EACH $____________ $____________

A0280 20301-0200 REMOVAL OF BOULDER

10 EACH $____________ $____________

A0300 20301-1100 REMOVAL OF GATE

1 EACH $____________ $____________

A0320 20301-1200 REMOVAL OF HEADWALL

2 EACH $____________ $____________

A0340 20301-1400 REMOVAL OF INLET

8 EACH $____________ $____________

A0360 20301-1500 REMOVAL OF LIGHT POLE

3 EACH $____________ $____________

A002 A0380 20301-1900 REMOVAL OF PIPE CULVERT

7 EACH $____________ $____________

A0400 20301-2300 REMOVAL OF SIGN/MARKER

29 EACH $____________ $____________

A0420 20301-2700 REMOVAL OF STRUCTURE (Wood walkway at YA)

1 EACH $____________ $____________

A0440 20301-2700 REMOVAL OF STRUCTURE (Shed)

1 EACH $____________ $____________

A002 A0460 20301-2700 REMOVAL OF STRUCTURE (Wayside Exhibit)

1 EACH $____________ $____________

A0480 20301-3000 REMOVAL OF TRASH RECEPTACLE (including recycle receptacle)

3 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A0500 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

892 LNFT $____________ $____________

A0520 20302-0700 REMOVAL OF FENCE (log rail)

51 LNFT $____________ $____________

A0540 20302-0700 REMOVAL OF FENCE (old iron park fence)

1,249 LNFT $____________ $____________

A0560 20302-2400 REMOVAL OF WHEELSTOPS (log)

420 LNFT $____________ $____________

A0580 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

1,060 SQYD $____________ $____________

A0600 20303-3600 REMOVAL OF WALL (concrete wall at YA)

10 SQYD $____________ $____________

A0620 20310-1000 PLUG, EXISTING PIPE

4 EACH $____________ $____________

A0640 20401-0000 ROADWAY EXCAVATION

35,000 CUYD $____________ $____________

A0660 20402-0000 SUBEXCAVATION

2,500 CUYD $____________ $____________

A0680 20410-0000 SELECT BORROW

3,300 CUYD $____________ $____________

A0700 20466-0000 CONSERVE AND STOCKPILE TOPSOIL

1,024 CUYD $____________ $____________

A0720 20701-1300 EARTHWORK GEOTEXTILE, TYPE IV-B

300 SQYD $____________ $____________

A0740 20705-1000 INSULATION BOARD, POLYSTYRENE FOAM

110 SQYD $____________ $____________

A002 A0760 25101-1000 PLACED RIPRAP, CLASS 1 (basalt)

73 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A0780 25101-3000 PLACED RIPRAP, CLASS 3

70 CUYD $____________ $____________

A0800 25101-4000 PLACED RIPRAP, CLASS 4

140 CUYD $____________ $____________

A0820 25101-5000 PLACED RIPRAP, CLASS 5

30 CUYD $____________ $____________

A0840 25124-0000 RIVER COBBLES

680 CUYD $____________ $____________

A0860 25125-0000 BOULDER (placement)

20 EACH $____________ $____________

A002 A0865 25125-0000 BOULDER (stone masonry boulder)

32 EACH $____________ $____________

A0880 25501-0000 MECHANICALLY STABILIZED EARTH WALL (Arch Park retaining wall)

3,118 SQFT $____________ $____________

A0900 25510-0000 SELECT GRANULAR BACKFILL

275 CUYD $____________ $____________

A0920 25801-0000 REINFORCED CONCRETE RETAINING WALL

160 SQFT $____________ $____________

A0940 30101-2000 AGGREGATE BASE GRADING D (pavement connections)

650 TON $____________ $____________

A0960 30101-2000 AGGREGATE BASE GRADING D

5,300 TON $____________ $____________

A0980 30801-1000 ROADWAY AGGREGATE, METHOD 1

220 CUYD $____________ $____________

A1000 31006-000 RECYCLED AGGREGATE BASE

4,500 TON $____________ $____________

A1020 40101-0200 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

0.3 TO <3 MILLION ESAL

240 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

A1040 40101-0200 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

0.3 TO <3 MILLION ESAL (prelevel)

15 TON $____________ $____________

A1060 40101-5600 SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL

6,900 TON $____________ $____________

A1080 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

70 TON $____________ $____________

A1100 41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

18.0 TON $____________ $____________

A1120 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

1,570 SQYD $____________ $____________

A1140 55706-2000 STRUCTURAL TIMBER AND LUMBER, TREATED (Awning Supports)

ALL LPSM $___LPSM_____ $____________

A1160 56202-0000 TEMPORARY SUPPORT STRUCTURE

ALL LPSM $___LPSM_____ $____________

A1180 60102-0000 CONCRETE (wall repair)

44 SQYD $____________ $____________

A1200 60201-0200 6-INCH PIPE CULVERT (perforated and wrapped)

245 LNFT $____________ $____________

A002 A1220 60201-0400 12-INCH PIPE CULVERT

1,145 LNFT $____________ $____________

A1240 60201-0800 24-INCH PIPE CULVERT

535 LNFT $____________ $____________

A1260 60201-0900 30-INCH PIPE CULVERT

760 LNFT $____________ $____________

A1280 60201-1000 36-INCH PIPE CULVERT (ductile iron)

100 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 14

A1300 60201-1000 36-INCH PIPE CULVERT

935 LNFT $____________ $____________

A1320 60202-0500 30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

40 LNFT $____________ $____________

A1340 60401-0000 MANHOLE (drywell, 60-inch dia)

5 EACH $____________ $____________

A1360 60401-1000 MANHOLE, TYPE 1 (60-inch dia)

3 EACH $____________ $____________

A002 A1380 60401-3000 MANHOLE, TYPE 3 (60-inch dia)

13 EACH $____________ $____________

A002 A1400 60401-3000 MANHOLE, TYPE 3 (48-inch dia)

7 EACH $____________ $____________

A1420 60403-0000 INLET (type II)

10 EACH $____________ $____________

A002 A1440 60403-0000 INLET

17 EACH $____________ $____________

A1460 60405-0000 MANHOLE ADJUSTMENT (sewer manhole)

4 EACH $____________ $____________

A1480 60405-0000 MANHOLE ADJUSTMENT (60-inch dia)

1 EACH $____________ $____________

A1500 60415-0000 TRENCH DRAIN

2 EACH $____________ $____________

A1520 60417-0000 CLEANOUT

1 EACH $____________ $____________

A1540 60417-0000 CLEANOUT (adjust sewer cleanout)

2 EACH $____________ $____________

A1560 60420-0000 OUTLET STRUCTURE

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 15

A1580 60526-0000 DRAINAGE CHASE

30 LNFT $____________ $____________

A002 A1600 60901-1000 CURB, CONCRETE, 12-INCH DEPTH .

369 LNFT $____________ $____________

A002 A1620 60901-4200 CURB, STONE, TYPE 1, 18-INCH DEPTH

2,606 LNFT $____________ $____________

A002 A1640 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (sloping)

1,037 LNFT $____________ $____________

A002 A1660 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

3,272 LNFT $____________ $____________

A1680 60915-4000 WHEELSTOP, RUBBER

5 EACH $____________ $____________

A002 A1690 61101-0000 WATER SYSTEM (Relocate existing water line)

ALL LPSM $___LPSM_____ $____________

A1700 61108-1000 ADJUST WATER VALVE

34 EACH $____________ $____________

A1720 61108-2000 ADJUST FIRE HYDRANT

3 EACH $____________ $____________

A1740 61110-1000 IRRIGATION SYSTEM (Arch Park)

ALL LPSM $___LPSM_____ $____________

A1760 61202-0800 8-INCH SEWER LINE, DUCTILE IRON

22 LNFT $____________ $____________

A1780 61501-0100 SIDEWALK, CONCRETE (6-inch thick)

30 SQYD $____________ $____________

A1800 61501-0100 SIDEWALK, CONCRETE (alley approach)

60 SQYD $____________ $____________

A1820 61501-0100 SIDEWALK, CONCRETE (driveway approach)

170 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:MT PARK 2013(1)

Project Name:Gardiner Gateway, Phase 1

Leeann.Bush Rectangle

Leeann.Bush Rectangle

A - 16

A002 A1840 61501-0100 SIDEWALK, CONCRETE (4-inch thickness)

3,100 SQYD $____________ $____________

A1860 61501-0400 SIDEWALK, PRECAST CONCRETE PAVERS (Arch Park Stage)

340 SQYD $____________ $____________

A1880 61501-1100 SIDEWALK, ASPHALT (3-inch thickness)

1,840 SQYD $____________ $____________

A1900 61504-1000 ACCESSIBILITY RAMP, CONCRETE (includes truncated domes)

870 SQYD $____________ $____________

A1920 61901-0000 FENCE (Type 1a, 4' height)

260 LNFT $____________ $____________

A1940 61901-0000 FENCE (Type 2a, 5' height)

1,240 LNFT $____________ $____________

A1960 61901-0000 FENCE (Type 3a, YTR sidewalk)

560 LNFT $____________ $____________

A1980 61901-0000 FENCE (temporary)

4,900 LNFT $____________ $____________

A2000 61901-1300 FENCE, CHAIN LINK (temporary)

2,000 LNFT $____________ $____________

A2020 61921-1000 REMOVE AND RESET FENCE (temporary chain link)

5,000 LNFT $____________ $____________

A2040 62010-0000 STONE MASONRY (36-inch height wall)

60 LNFT $____________ $____________

A002 A2060 62010-0000 STONE MASONRY (52-inch height wall)

22 LNFT $____________ $____________

A2080 62010-0000 STONE MASONRY (30-inch seatwall for stage)

221 LNFT $____________ $____________

A002 A2090 62010-0000 STONE MASONRY (30-inch height, cobble faced seatwall)

74 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:MT PARK 2013(1)

Project Name:Gardiner Gateway, Phase 1

A - 17

A2100 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

6 EACH $____________ $____________

A2120 62011-0600 STONE MASONRY HEADWALL FOR 30-INCH PIPE CULVERT

3 EACH $____________ $____________

A2140 62013-2000 STONE MASONRY WALL (Cobble wall at Arch House)

43 SQYD $____________ $____________

A002 A2145 62013-2000 STONE MASONRY WALL (wall at YA lot)

16 SQYD $____________ $____________

A2160 62013-2000 STONE MASONRY WALL (veneer)

275 SQYD $____________ $____________

A002 A2170 62013-2000 STONE MASONRY WALL (wall at YA sidewalk)

3 SQYD $____________ $____________

A2180 62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL

1 EACH $____________ $____________

A2200 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

200 HOUR $____________ $____________

A2220 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY

100 HOUR $____________ $____________

A2240 62201-2360 VACUUM SWEEPER

200 HOUR $____________ $____________

A2260 62201-3000 HYDRAULIC EXCAVATOR (mini, 35HP min, 5' min blade width)

200 HOUR $____________ $____________

A2280 62301-0000 GENERAL LABOR

700 HOUR $____________ $____________

A2300 62302-0000 SPECIAL LABOR (Stone Mason)

200 HOUR $____________ $____________

A2320 62407-0000 PLACING CONSERVED TOPSOIL

1,536 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 18

A2340 62409-0000 PLACING MANUFACTURED TOPSOIL

196 CUYD $____________ $____________

A002 A2360 62410-0000 PLACING MANUFACTURED TOPSOIL (6-inch depth)

2,139 SQYD $____________ $____________

A2380 62516-1000 MULCHING, DRY METHOD (2-inch additional depth at trees)

36 SQYD $____________ $____________

A002 A2400 62516-1000 MULCHING, DRY METHOD (1-inch depth)

25,252 SQYD $____________ $____________

A2420 62630-0350 PLANTINGS, TREES, BALLED AND BURLAPPED (Aspens, 10'-14' height, 1" caliper)

13 EACH $____________ $____________

A2440 62630-0350 PLANTINGS, TREES, BALLED AND BURLAPPED (Aspens, 10'-14' height, 1.5" caliper)

13 EACH $____________ $____________

A2460 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (type 4)

11 EACH $____________ $____________

A2480 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (type 2)

14 EACH $____________ $____________

A2500 63302-0000 SIGN SYSTEM

202 SQFT $____________ $____________

A002 A2520 63316-1000 REMOVE AND RESET SIGN

2 EACH $____________ $____________

A2540 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (red, no parking)

315 LNFT $____________ $____________

A2560 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (white, Parking Stalls & ADA Striping)

3,600 LNFT $____________ $____________

A2580 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (white)

1,400 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:MT PARK 2013(1)

Project Name:Gardiner Gateway, Phase 1

Leeann.Bush Rectangle

A - 19

A2600 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (white, crosswalks & stop bars)

7,525 LNFT $____________ $____________

A2620 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (yellow)

8,700 LNFT $____________ $____________

A002 A2640 63405-0050 PAVEMENT MARKINGS, SYMBOLS (LANE)

1 EACH $____________ $____________

A002 A2660 63405-0050 PAVEMENT MARKINGS, SYMBOLS (FIRE LANE)

1 EACH $____________ $____________

A002 A2680 63405-0050 PAVEMENT MARKINGS, SYMBOLS (BUS)

6 EACH $____________ $____________

A002 A2700 63405-0050 PAVEMENT MARKINGS, SYMBOLS (RV)

6 EACH $____________ $____________

A2720 63405-0500 PAVEMENT MARKINGS, TYPE B, TURN ARROW

2 EACH $____________ $____________

A2740 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

4 EACH $____________ $____________

A002 A2760 63405-0650 PAVEMENT MARKINGS, TYPE B, "ONLY" WORD MESSAGE

6 EACH $____________ $____________

A2780 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

5 EACH $____________ $____________

A2800 63501-0000 TEMPORARY TRAFFIC CONTROL (portable changeable message sign)

ALL LPSM $___LPSM_____ $____________

A2820 63501-0000 TEMPORARY TRAFFIC CONTROL (pedestrian)

ALL LPSM $___LPSM_____ $____________

A2840 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

8 EACH $____________ $____________

A2860 63502-1200 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 28-INCH

100 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 20

A2880 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

50 EACH $____________ $____________

A2900 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

12 EACH $____________ $____________

A2920 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

50 EACH $____________ $____________

A2940 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

5,300 LNFT $____________ $____________

A2960 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

530 SQFT $____________ $____________

A2980 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

243 DAY $____________ $____________

A3000 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

4,880 FXHR $49.00 $239,120.00

A3020 63601-2000 SYSTEM INSTALLATION, LIGHTING

ALL LPSM $___LPSM_____ $____________

A3040 64603-0100 FIXTURE, TRASH RECEPTACLE (including recycle receptacles)

6 EACH $____________ $____________

A002 A3060 64603-1800 FIXTURE, ROOF DRAIN CONNECTION (Downspout extension)

1 EACH $____________ $____________

A3080 64603-1800 FIXTURE, ROOF DRAIN CONNECTION (Downspout)

3 EACH $____________ $____________

A002 A3100 64604-1000 FIXTURE, HANDRAIL (YA sidewalk)

35 LNFT $____________ $____________

A002 A3120 64604-1000 FIXTURE, HANDRAIL (Arch House)

8 LNFT $____________ $____________

A3140 64604-1000 FIXTURE, HANDRAIL (ADA Handrail)

185 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 21

A3160 64620-0200 REMOVE AND RESET SANITARY FACILITY

1 EACH $____________ $____________

A3180 64620-0400 REMOVE AND RESET MAILBOX

3 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

A - 22

Contract Quantity Pay Items

20101-0000 CLEARING AND GRUBBING

25501-0000 MECHANICALLY STABILIZED EARTH WALL (Arch Park retaining wall)

41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

62407-0000 PLACING CONSERVED TOPSOIL

62409-0000 PLACING MANUFACTURED TOPSOIL

62410-0000 PLACING MANUFACTURED TOPSOIL (6-inch depth)

62516-1000 MULCHING, DRY METHOD (2-inch additional depth at trees)

62516-1000 MULCHING, DRY METHOD (1-inch depth)

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

B0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

B0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

B0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

B0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE

2,165 LNFT $____________ $____________

B0140 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE (check dam)

1,440 LNFT $____________ $____________

B0160 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

1,829 LNFT $____________ $____________

B0180 15706-0300 SOIL EROSION CONTROL, SANDBAG

36 EACH $____________ $____________

B0200 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

34 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 23

B0220 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

7 EACH $____________ $____________

B0240 20101-0000 CLEARING AND GRUBBING

3.9 ACRE $____________ $____________

B0260 20301-0100 REMOVAL OF BOLLARD

8 EACH $____________ $____________

B0280 20301-0200 REMOVAL OF BOULDER

10 EACH $____________ $____________

B0300 20301-1100 REMOVAL OF GATE

1 EACH $____________ $____________

B0320 20301-1200 REMOVAL OF HEADWALL

2 EACH $____________ $____________

B0340 20301-1400 REMOVAL OF INLET

8 EACH $____________ $____________

B0360 20301-1500 REMOVAL OF LIGHT POLE

3 EACH $____________ $____________

A002 B0380 20301-1900 REMOVAL OF PIPE CULVERT

7 EACH $____________ $____________

B0400 20301-2300 REMOVAL OF SIGN/MARKER

29 EACH $____________ $____________

B0420 20301-2700 REMOVAL OF STRUCTURE (Wood walkway at YA)

1 EACH $____________ $____________

B0440 20301-2700 REMOVAL OF STRUCTURE (Shed)

1 EACH $____________ $____________

A002 B0460 20301-2700 REMOVAL OF STRUCTURE (Wayside Exhibit)

1 EACH $____________ $____________

B0480 20301-3000 REMOVAL OF TRASH RECEPTACLE (including recycle receptacle)

3 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 24

B0500 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

892 LNFT $____________ $____________

B0520 20302-0700 REMOVAL OF FENCE (log rail)

51 LNFT $____________ $____________

B0540 20302-0700 REMOVAL OF FENCE (old iron park fence)

1,249 LNFT $____________ $____________

B0560 20302-2400 REMOVAL OF WHEELSTOPS (log)

420 LNFT $____________ $____________

B0580 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

1,060 SQYD $____________ $____________

B0600 20303-3600 REMOVAL OF WALL (concrete wall at YA)

10 SQYD $____________ $____________

B0620 20310-1000 PLUG, EXISTING PIPE

4 EACH $____________ $____________

B0640 20401-0000 ROADWAY EXCAVATION

35,000 CUYD $____________ $____________

B0660 20402-0000 SUBEXCAVATION

2,500 CUYD $____________ $____________

B0680 20410-0000 SELECT BORROW

3,300 CUYD $____________ $____________

B0700 20466-0000 CONSERVE AND STOCKPILE TOPSOIL

1,024 CUYD $____________ $____________

B0720 20701-1300 EARTHWORK GEOTEXTILE, TYPE IV-B

300 SQYD $____________ $____________

B0740 20705-1000 INSULATION BOARD, POLYSTYRENE FOAM

110 SQYD $____________ $____________

A002 B0760 25101-1000 PLACED RIPRAP, CLASS 1 (basalt)

228 CUYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 25

B0780 25101-3000 PLACED RIPRAP, CLASS 3

70 CUYD $____________ $____________

B0800 25101-4000 PLACED RIPRAP, CLASS 4

140 CUYD $____________ $____________

B0820 25101-5000 PLACED RIPRAP, CLASS 5

30 CUYD $____________ $____________

B0840 25124-0000 RIVER COBBLES

680 CUYD $____________ $____________

B0860 25125-0000 BOULDER (placement)

150 EACH $____________ $____________

A002 B0865 25125-0000 BOULDER (stone masonry boulder)

32 EACH $____________ $____________

B0880 25501-0000 MECHANICALLY STABILIZED EARTH WALL (Arch Park retaining wall)

3,118 SQFT $____________ $____________

B0900 25510-0000 SELECT GRANULAR BACKFILL

275 CUYD $____________ $____________

B0920 25801-0000 REINFORCED CONCRETE RETAINING WALL

160 SQFT $____________ $____________

B0940 30101-2000 AGGREGATE BASE GRADING D (pavement connections)

650 TON $____________ $____________

B0960 30101-2000 AGGREGATE BASE GRADING D

5,300 TON $____________ $____________

B0980 30801-1000 ROADWAY AGGREGATE, METHOD 1

360 CUYD $____________ $____________

B1000 31006-000 RECYCLED AGGREGATE BASE

4,500 TON $____________ $____________

B1020 40101-0200 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

0.3 TO <3 MILLION ESAL

240 TON $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 26

B1040 40101-0200 SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

0.3 TO <3 MILLION ESAL (prelevel)

15 TON $____________ $____________

B1060 40101-5600 SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL

6,900 TON $____________ $____________

B1080 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

70 TON $____________ $____________

B1100 41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

18.0 TON $____________ $____________

B1120 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

1,570 SQYD $____________ $____________

B1140 55706-2000 STRUCTURAL TIMBER AND LUMBER, TREATED (Awning Supports)

ALL LPSM $___LPSM_____ $____________

B1160 56202-0000 TEMPORARY SUPPORT STRUCTURE

ALL LPSM $___LPSM_____ $____________

B1180 60102-0000 CONCRETE (wall repair)

44 SQYD $____________ $____________

B1200 60201-0200 6-INCH PIPE CULVERT (perforated and wrapped)

245 LNFT $____________ $____________

A002 B1220 60201-0400 12-INCH PIPE CULVERT

1,145 LNFT $____________ $____________

B1240 60201-0800 24-INCH PIPE CULVERT

535 LNFT $____________ $____________

B1260 60201-0900 30-INCH PIPE CULVERT

760 LNFT $____________ $____________

B1280 60201-1000 36-INCH PIPE CULVERT (ductile iron)

100 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 27

B1300 60201-1000 36-INCH PIPE CULVERT

935 LNFT $____________ $____________

B1320 60202-0500 30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

40 LNFT $____________ $____________

B1340 60401-0000 MANHOLE (drywell, 60-inch dia)

5 EACH $____________ $____________

B1360 60401-1000 MANHOLE, TYPE 1 (60-inch dia)

3 EACH $____________ $____________

A002 B1380 60401-3000 MANHOLE, TYPE 3 (60-inch dia)

13 EACH $____________ $____________

A002 B1400 60401-3000 MANHOLE, TYPE 3 (48-inch dia)

7 EACH $____________ $____________

B1420 60403-0000 INLET (type II)

10 EACH $____________ $____________

A002 B1440 60403-0000 INLET

17 EACH $____________ $____________

B1460 60405-0000 MANHOLE ADJUSTMENT (sewer manhole)

4 EACH $____________ $____________

B1480 60405-0000 MANHOLE ADJUSTMENT (60-inch dia)

1 EACH $____________ $____________

B1500 60415-0000 TRENCH DRAIN

2 EACH $____________ $____________

B1520 60417-0000 CLEANOUT

1 EACH $____________ $____________

B1540 60417-0000 CLEANOUT (adjust sewer cleanout)

2 EACH $____________ $____________

B1560 60420-0000 OUTLET STRUCTURE

1 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 28

B1580 60526-0000 DRAINAGE CHASE

30 LNFT $____________ $____________

A002 B1600 60901-1000 CURB, CONCRETE, 12-INCH DEPTH

337 LNFT $____________ $____________

A002 B1610 60901-1000 CURB, CONCRETE, 12-INCH DEPTH (paver edging block)

185 LNFT $____________ $____________

A002 B1620 60901-1000 CURB, CONCRETE, 12-INCH DEPTH (Paver edging block)

5 LNFT $____________ $____________

B1640 60901-1000 CURB, CONCRETE, 12-INCH DEPTH

337 LNFT $____________ $____________

A002 B1660 60901-4200 CURB, STONE, TYPE 1, 18-INCH DEPTH (stone masonry edging)

3,316 LNFT $____________ $____________

A002 B1680 60901-4200 CURB, STONE, TYPE 1, 18-INCH DEPTH

2,880 LNFT $____________ $____________

A002 B1700 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (sloping)

763 LNFT $____________ $____________

A002 B1720 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

3,272 LNFT $____________ $____________

B1740 60915-4000 WHEELSTOP, RUBBER

5 EACH $____________ $____________

A002 B1750 61101-0000 WATER SYSTEM (Relocate existing water line)

ALL LPSM $___LPSM_____ $____________

B1760 61108-1000 ADJUST WATER VALVE

34 EACH $____________ $____________

B1780 61108-2000 ADJUST FIRE HYDRANT

3 EACH $____________ $____________

B1800 61110-1000 IRRIGATION SYSTEM (Park St)

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 29

B1820 61110-1000 IRRIGATION SYSTEM (Arch Park)

ALL LPSM $___LPSM_____ $____________

B1840 61202-0800 8-INCH SEWER LINE, DUCTILE IRON

22 LNFT $____________ $____________

B1860 61501-0100 SIDEWALK, CONCRETE (6-inch thick)

30 SQYD $____________ $____________

B1880 61501-0100 SIDEWALK, CONCRETE (alley approach)

60 SQYD $____________ $____________

B1900 61501-0100 SIDEWALK, CONCRETE (driveway approach)

170 SQYD $____________ $____________

B1920 61501-0100 SIDEWALK, CONCRETE (4-inch thickness)

2,550 SQYD $____________ $____________

B1940 61501-0400 SIDEWALK, PRECAST CONCRETE PAVERS

420 SQYD $____________ $____________

B1960 61501-0400 SIDEWALK, PRECAST CONCRETE PAVERS (Arch Park Stage)

340 SQYD $____________ $____________

B1980 61501-1100 SIDEWALK, ASPHALT (3-inch thickness)

1,840 SQYD $____________ $____________

B2000 61504-1000 ACCESSIBILITY RAMP, CONCRETE (includes truncated domes)

870 SQYD $____________ $____________

A002 B2020 61901-0000 FENCE (Type 1b, 4' height)

260 LNFT $____________ $____________

A002 B2040 61901-0000 FENCE (Type 2b, 5' height)

1,240 LNFT $____________ $____________

A002 B2060 61901-0000 FENCE (Type 3b, YTR sidewalk)

560 LNFT $____________ $____________

B2080 61901-0000 FENCE (temporary)

4,900 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:MT PARK 2013(1)

Project Name:Gardiner Gateway, Phase 1

Angy.Liljedahl Text Box

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Angy.Liljedahl Text Box

A - 30

B2100 61901-1300 FENCE, CHAIN LINK (temporary)

2,000 LNFT $____________ $____________

B2120 61921-1000 REMOVE AND RESET FENCE (temporary chain link)

5,000 LNFT $____________ $____________

B2140 62010-0000 STONE MASONRY (20-inch seatwall)

328 LNFT $____________ $____________

B2160 62010-0000 STONE MASONRY (12-inch wide stone inlay)

741 LNFT $____________ $____________

A002 B2180 62010-0000 STONE MASONRY (30-inch height, cobble faced seatwall)

74 LNFT $____________ $____________

B2200 62010-0000 STONE MASONRY (36-inch height wall)

60 LNFT $____________ $____________

A002 B2220 62010-0000 STONE MASONRY (52-inch height wall)

22 LNFT $____________ $____________

B2240 62010-0000 STONE MASONRY (30-inch seatwall for stage)

221 LNFT $____________ $____________

B2260 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

6 EACH $____________ $____________

B2280 62011-0600 STONE MASONRY HEADWALL FOR 30-INCH PIPE CULVERT

3 EACH $____________ $____________

B2300 62011-5000 STONE MASONRY PILLARS (type 1, 36-inch height)

7 EACH $____________ $____________

A002 B2320 62011-5000 STONE MASONRY PILLARS (type 1b, cobble facing, 36-inch height)

2 EACH $____________ $____________

A002 B2340 62011-5000 STONE MASONRY PILLARS (type 3, 64-inch height)

2 EACH $____________ $____________

B2360 62011-5000 STONE MASONRY PILLARS (type 4, 76-inch height)

1 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:MT PARK 2013(1)

Project Name:Gardiner Gateway, Phase 1

A - 31

B2380 62011-5000 STONE MASONRY PILLARS (type 2, 52-inch height)

2 EACH $____________ $____________

A002 B2390 62013-2000 STONE MASONRY WALL (wall at YA lot)

16 SQYD $____________ $____________

A002 B2395 62013-2000 STONE MASONRY WALL (wall at YA sidewalk)

3 SQYD $____________ $____________

B2400 62013-2000 STONE MASONRY WALL (Cobble wall at Arch House)

43 SQYD $____________ $____________

B2420 62013-2000 STONE MASONRY WALL (veneer)

275 SQYD $____________ $____________

B2440 62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL

1 EACH $____________ $____________

B2460 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

200 HOUR $____________ $____________

B2480 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY

100 HOUR $____________ $____________

B2500 62201-2360 VACUUM SWEEPER

200 HOUR $____________ $____________

B2520 62201-3000 HYDRAULIC EXCAVATOR (mini, 35HP min, 5' min blade width)

200 HOUR $____________ $____________

B2540 62301-0000 GENERAL LABOR

700 HOUR $____________ $____________

B2560 62302-0000 SPECIAL LABOR (Stone Mason)

200 HOUR $____________ $____________

B2580 62407-0000 PLACING CONSERVED TOPSOIL

1,536 CUYD $____________ $____________

B2600 62409-0000 PLACING MANUFACTURED TOPSOIL

196 CUYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 32

A002 B2620 62410-0000 PLACING MANUFACTURED TOPSOIL (6-inch depth)

1,608 SQYD $____________ $____________

B2640 62516-1000 MULCHING, DRY METHOD (2-inch additional depth at trees)

154 SQYD $____________ $____________

A002 B2660 62516-1000 MULCHING, DRY METHOD (1-inch depth)

17,709 SQYD $____________ $____________

B2680 62630-0300 PLANTINGS, SEEDLINGS, CONTAINER GROWN (Rabbit Brush, Chrysothamnus nauseosus)

125 EACH $____________ $____________

B2700 62630-0300 PLANTINGS, SEEDLINGS, CONTAINER GROWN (Sage Brush, Artemisia tridentate, #1 pot)

56 EACH $____________ $____________

B2720 62630-0300 PLANTINGS, SEEDLINGS, CONTAINER GROWN (Sage Brush, Artemisia tridentate, #2 pot)

56 EACH $____________ $____________

B2740 62630-0300 PLANTINGS, SEEDLINGS, CONTAINER GROWN (Sage Brush, Artemisia tridentate, #5 pot)

13 EACH $____________ $____________

B2760 62630-0300 PLANTINGS, SEEDLINGS, CONTAINER GROWN (Basin Wild Rye, Leymus cinereus)

125 EACH $____________ $____________

B2780 62630-0300 PLANTINGS, SEEDLINGS, CONTAINER GROWN (Indian rice grass, Achnatherum hymenoide, 3.5" pot)

56 EACH $____________ $____________

B2800 62630-0300 PLANTINGS, SEEDLINGS, CONTAINER GROWN (Indian rice grass, Achnatherum hymenoide, 4.5" pot)

56 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:MT PARK 2013(1)

Project Name:Gardiner Gateway, Phase 1

Leeann.Bush Rectangle

Leeann.Bush Rectangle

Angy.Liljedahl Typewritten Text A002

Angy.Liljedahl Typewritten Text

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A - 33

B2820 62630-0300 PLANTINGS, SEEDLINGS, CONTAINER GROWN (Indian rice grass, Achnatherum hymenoide, 6.5" pot)

13 EACH $____________ $____________

B2840 62630-0300 PLANTINGS, SEEDLINGS, CONTAINER GROWN (Yarrow, Achillea millefolium)

100 EACH $____________ $____________

B2860 62630-0300 PLANTINGS, SEEDLINGS, CONTAINER GROWN (Nodding Onion, Allium cernuum)

75 EACH $____________ $____________

B2880 62630-0300 PLANTINGS, SEEDLINGS, CONTAINER GROWN (Sulphur Buckwheat, Eriogonum umbellatum, 3.5" pot)

34 EACH $____________ $____________

B2900 62630-0300 PLANTINGS, SEEDLINGS, CONTAINER GROWN (Sulphur Buckwheat, Eriogonum umbellatum, 4.5" pot)

34 EACH $____________ $____________

B2920 62630-0300 PLANTINGS, SEEDLINGS, CONTAINER GROWN (Sulphur Buckwheat, Eriogonum umbellatum, 6.5" pot)

7 EACH $____________ $____________

B2940 62630-0350 PLANTINGS, TREES, BALLED AND BURLAPPED (Rocky Mountain Juniper, native

Juniperus scopulorum, 4' to 5' height)

55 EACH $____________ $____________

B2960 62630-0350 PLANTINGS, TREES, BALLED AND BURLAPPED (Rocky Mountain Juniper, native

Juniperus scopulorum, 6' to 7' height)

55 EACH $____________ $____________

B2980 62630-0350 PLANTINGS, TREES, BALLED AND BURLAPPED (Aspens, 10'-14' height, 1" caliper)

13 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 34

B3000 62630-0350 PLANTINGS, TREES, BALLED AND BURLAPPED (Aspens, 10'-14' height, 1.5" caliper)

13 EACH $____________ $____________

B3020 62701-0000 SOD

7,100 SQYD $____________ $____________

B3040 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (type 4)

11 EACH $____________ $____________

B3060 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (type 2)

14 EACH $____________ $____________

B3080 63302-0000 SIGN SYSTEM

202 SQFT $____________ $____________

A002 B3100 63316-1000 REMOVE AND RESET SIGN

2 EACH $____________ $____________

B3120 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (red, no parking)

315 LNFT $____________ $____________

B3140 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (white, Parking Stalls & ADA Striping)

3,600 LNFT $____________ $____________

B3160 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (white)

1,400 LNFT $____________ $____________

B3180 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (white, crosswalks & stop bars)

7,525 LNFT $____________ $____________

B3200 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (yellow)

8,700 LNFT $____________ $____________

A002 B3220 63405-0050 PAVEMENT MARKINGS, SYMBOLS (LANE)

1 EACH $____________ $____________

A002 B3240 63405-0050 PAVEMENT MARKINGS, SYMBOLS (FIRE LANE)

1 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 35

A002 B3260 63405-0050 PAVEMENT MARKINGS, SYMBOLS (BUS)

6 EACH $____________ $____________

A002 B3280 63405-0050 PAVEMENT MARKINGS, SYMBOLS (RV)

6 EACH $____________ $____________

B3300 63405-0500 PAVEMENT MARKINGS, TYPE B, TURN ARROW

2 EACH $____________ $____________

B3320 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

4 EACH $____________ $____________

A002 B3340 63405-0650 PAVEMENT MARKINGS, TYPE B, "ONLY" WORD MESSAGE

6 EACH $____________ $____________

B3360 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

5 EACH $____________ $____________

B3380 63501-0000 TEMPORARY TRAFFIC CONTROL (portable changeable message sign)

ALL LPSM $___LPSM_____ $____________

B3400 63501-0000 TEMPORARY TRAFFIC CONTROL (pedestrian)

ALL LPSM $___LPSM_____ $____________

B3420 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

8 EACH $____________ $____________

B3440 63502-1200 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 28-INCH

100 EACH $____________ $____________

B3460 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

50 EACH $____________ $____________

B3480 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

12 EACH $____________ $____________

B3500 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

50 EACH $____________ $____________

B3520 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

5,300…