Amendment A002.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 03/05/2022 N/A See Box 14

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

69056721R000010

9B. DATED (SEE ITEM 11)

02/09/2022

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 NPS GRTE 2017(1), Moose Wilson Road Phase 1

See page 2.

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

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

N/A

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

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

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

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

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A002, dated 03-05-2022 WY NPS 2017(1) Solicitation No. 69056721R000010 Moose Wilson Road Phase 1

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Pages A-7 through A-22. Revises pages to change quantities for Pay Items 63610-1600, 63610-1700, 63611-0400, and 63621-1000.

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page F-65, Subsection 612.04A, Onsite Sewer Treatment System. Revises last paragraph.

PLANS

Plan Sheet A.2 Revises page numbers for Summary of Quantity Sheets.

Plan Sheets B.1 through B.7 Removes Pages B.1 through B.6 dated 12/20/21; and Adds pages dated 03/04/22 that revises Pay Items 63610-1600, 63610-1700, 63611-0400, and 63621-1000.

Plan Sheet F.46 Adds line for conduit between effluent pump control panel and septic tank splice box.

Plan Sheet F.47 Adds callout for sewer system conduit.

Plan Sheet F.48 Adds conduit lines and callouts, Detail A, and information only quantities for conduits and conductors.

Plan Sheet F.49 Adds lines and callouts for 1-inch conduit and conductors.

Plan Sheet F.52 Revises Control Panel callout.

Plan Sheet H.1 Revises quantities for Pay Items 63610-1600, 63610-1700, 63611-0400, and 63621-1000.

Plan Sheet H.19 Revises C-Channel callouts and Note 6.

ENCLOSURES

Pages:

A-7 through A-22 / E-32

Plan Sheets:

A.2 / B.1 through B.7 / F.46 through F.49 / F.52 / H.1 / H.19

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

F-65 DIVISION 600

Special Contract Requirements Project: WY NPS GRTE 2017(1), Moose Wilson Road Phase 1 approved by the CO. Clean and remove all sand, gravel, concrete and cement grout that has entered the lines during construction.

Install the pipe within ½-inch of the specified alignment and within ¼-inch of the specified grade.

612.04A Onsite Sewer Treatment System. (Added Subsection).

Install all pumping system and electrical components in accordance with the manufacture’s recommendations, the plans, and all state and local regulations. Do not fill concrete tanks with water or effluent until tanks are sufficiently supported by backfill.

(a) Plastic Leaching Chambers.

(1) Avoid direct contact with chambers when using construction equipment. Chambers require a minimum of 12-inch-thick compacted cover to support a wheel load rating of 16,000 lbs/axle or equivalent to an H-10 AASHTO load rating.

(2) To avoid additional soil compaction, never drive heavy vehicles over the completed system.

(3) Backfill the trench by pushing fill material over the plastic leaching chamber units.

Keep a minimum of 12 inches of compacted cover over the chambers before driving over the system.

(b) Drainfield Pre-Cover & Squirt Test Inspection.

(1) Coordinate all inspections required by the Wyoming Department of Environmental Quality.

(2) Perform a squirt test in the presence of the CO.

(3) Septic tanks shall be placed per the Drawings and filled with fresh water after backfilling.

(4) Pumps and risers to be in place and operational.

(5) Adjustments to the lateral ball valves to be made in order to achieve a residual head (squirt) that is a minimum of 5 feet with no more than a 10 percent variation amongst all the laterals.

Mount the pump control panel on an exterior backboard nearest the tank and pumps as shown in construction drawings, or as directed by the CO.

Revised by Amendment A002

A-7

BID SCHEDULE

Bidder/Offeror please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit 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 corrected unit price extension shall govern.

When the word "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 all of the amounts bid for each pay item and show the total bid amount.

BRAND NAME OR EQUAL

Proposed equal products for the brand name products listed under Sections 501, 615, 646, 711, 713, and 721 are not allowed. If providing other than these brand name products, complete the following (See FAR Provision 52.211-6, Brand Name or Equal).

For work under Section 633.–PERMANENT TRAFFIC CONTROL, to be performed for Pay Item 63309-0900, Delineator, Type

Flexible (PEXCO); our firm offers in lieu of the brand name City Post Model EAC specified under Subsection 718.05(f) Object

Marker and Delineator Posts.

Brand:

Manufacturer’s Name:

Include with your bid, all documents needed by the Government to determine if the proposed product meets the requirements listed in the appropriate Section(s). 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”, the bid will be considered non-responsive.

Bid Schedule

Project No: WY NPS GRTE 2017(1)

Project Name: Moose Wilson Road Phase 1

A - 8

Contract Quantity Pay Items

20101-0000 CLEARING AND GRUBBING

20302-0150 REMOVAL OF BRIDGE RAILING (BOX CULVERT)

20801-0000 STRUCTURE EXCAVATION

20803-0000 STRUCTURAL BACKFILL

50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH (COLOR)

50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

50101-0900 MINOR CONCRETE PAVEMENT, REINFORCED, 9-INCH DEPTH

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55235-0000 EXPANSION JOINTS

55401-1000 REINFORCING STEEL

55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED

55601-1300 BRIDGE RAILING, TIMBER

55601-1300 BRIDGE RAILING, TIMBER (BOX CULVERT)

55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED

55703-2000 STRUCTURAL TIMBER AND LUMBER, TREATED, DECKING (GLULAM PANELS)

56302-1000 PAINTING, CONCRETE STRUCTURE

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 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL (KAUFMAN

CREEK)

ALL LPSM $___LPSM_____ $____________

A0140 15705-0100 SOIL EROSION CONTROL, SILT FENCE

2,200 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:WY NPS GRTE 2017(1)

Project Name:Moose Wilson Road Phase 1

A - 9

A0160 15705-1400 SOIL EROSION CONTROL, FIBER ROLL (EXCELSIOR FIBER)

11,500 LNFT $____________ $____________

A0180 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT (TIMBER MAT

TEMPORARY CONSTRUCTION TURNAROUND)

2 EACH $____________ $____________

A0200 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT (GRAVEL

TEMPORARY CONSTRUCTION TURNAROUND)

7 EACH $____________ $____________

A0220 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

3 EACH $____________ $____________

A0240 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0260 20101-0000 CLEARING AND GRUBBING

7.9 ACRE $____________ $____________

A0280 20301-0100 REMOVAL OF BOLLARD

4 EACH $____________ $____________

A0300 20301-0200 REMOVAL OF BOULDER

50 EACH $____________ $____________

A0320 20301-0700 REMOVAL OF DELINEATOR

230 EACH $____________ $____________

A0340 20301-1100 REMOVAL OF GATE

2 EACH $____________ $____________

A0360 20301-1900 REMOVAL OF PIPE CULVERT

8 EACH $____________ $____________

A0380 20301-2400 REMOVAL OF SIGN

25 EACH $____________ $____________

A0400 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (SEPTIC TANK)

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:WY NPS GRTE 2017(1)

A - 10

A0420 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (FLAG POLE)

1 EACH $____________ $____________

A0440 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (EVAPORATIVE COOLER)

1 EACH $____________ $____________

A0460 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (TRAFFIC DETECTOR

WIRE LOOP)

1 EACH $____________ $____________

A0480 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (PROPANE TANK)

1 EACH $____________ $____________

A0500 20302-0150 REMOVAL OF BRIDGE RAILING (BOX CULVERT)

42 LNFT $____________ $____________

A0520 20302-0500 REMOVAL OF CURB, CONCRETE

360 LNFT $____________ $____________

A0540 20302-0625 REMOVAL OF CURB, LOG

430 LNFT $____________ $____________

A0560 20302-0700 REMOVAL OF FENCE

3,340 LNFT $____________ $____________

A0580 20302-2200 REMOVAL OF SEWERLINE

60 LNFT $____________ $____________

A0600 20302-2210 REMOVAL OF GAS LINE

130 LNFT $____________ $____________

A0620 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

2,980 SQYD $____________ $____________

A0640 20303-2300 REMOVAL OF PAVEMENT, CONCRETE

120 SQYD $____________ $____________

A0660 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

50 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:WY NPS GRTE 2017(1)

A - 11

A0680 20401-0000 ROADWAY EXCAVATION

4,637 CUYD $____________ $____________

A0700 20403-0000 UNCLASSIFIED BORROW

7,194 CUYD $____________ $____________

A0720 20801-0000 STRUCTURE EXCAVATION

500 CUYD $____________ $____________

A0740 20803-0000 STRUCTURAL BACKFILL

300 CUYD $____________ $____________

A0760 20820-0000 DEWATERING

ALL LPSM $___LPSM_____ $____________

A0780 21101-1000 ROADWAY OBLITERATION, METHOD 1

2,190 SQYD $____________ $____________

A0800 21101-2000 ROADWAY OBLITERATION, METHOD 2

22,847 SQYD $____________ $____________

A0820 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1

5 CUYD $____________ $____________

A0840 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

16 CUYD $____________ $____________

A0860 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

190 CUYD $____________ $____________

A0880 25125-0000 BOULDER

230 EACH $____________ $____________

A0900 30103-2000 AGGREGATE BASE GRADING D

9,050 CUYD $____________ $____________

A0940 30201-1000 ROADWAY AGGREGATE, METHOD 1 (HORSE PATH)

210 CUYD $____________ $____________

A0960 30303-3000 ROADWAY RECONDITIONING

5,100 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:WY NPS GRTE 2017(1)

A - 12

A0980 31303-0000 AGGREGATE-TOPSOIL COURSE

660 CUYD $____________ $____________

A1000 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

11,670 TON $____________ $____________

A1040 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

90 TON $____________ $____________

A1080 41201-0000 TACK COAT

30.0 TON $____________ $____________

A1100 41402-2000 CRACKS, CLEANING AND SEALING

1.4 MILE $____________ $____________

A1120 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

60 SQYD $____________ $____________

A1140 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

1,450 SQYD $____________ $____________

A1160 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH (COLOR)

30 SQYD $____________ $____________

A1180 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

209 SQYD $____________ $____________

A1200 50101-0900 MINOR CONCRETE PAVEMENT, REINFORCED, 9-INCH DEPTH

553 SQYD $____________ $____________

A1220 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

129 CUYD $____________ $____________

A1240 55235-0000 EXPANSION JOINTS

40 LNFT $____________ $____________

A1260 55401-1000 REINFORCING STEEL

16,800 LB $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:WY NPS GRTE 2017(1)

A - 13

A1280 55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED

10,100 LB $____________ $____________

A1300 55601-1300 BRIDGE RAILING, TIMBER

50 LNFT $____________ $____________

A1320 55601-1300 BRIDGE RAILING, TIMBER (BOX CULVERT)

42 LNFT $____________ $____________

A1340 55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED

1 MFBM $____________ $____________

A1360 55703-2000 STRUCTURAL TIMBER AND LUMBER, TREATED, DECKING (GLULAM

PANELS)

51 SQYD $____________ $____________

A1380 56302-1000 PAINTING, CONCRETE STRUCTURE

1,000 SQFT $____________ $____________

A1400 56401-1000 BEARING DEVICE, ELASTOMERIC

8 EACH $____________ $____________

A1420 60201-0400 12-INCH PIPE CULVERT

50 LNFT $____________ $____________

A1440 60201-0600 18-INCH PIPE CULVERT

100 LNFT $____________ $____________

A1460 60201-0800 24-INCH PIPE CULVERT

40 LNFT $____________ $____________

A1480 60201-1000 36-INCH PIPE CULVERT

40 LNFT $____________ $____________

A1500 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

260 LNFT $____________ $____________

A1520 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

4 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:WY NPS GRTE 2017(1)

A - 14

A1540 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

2 EACH $____________ $____________

A1560 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

2 EACH $____________ $____________

A1580 60211-1000 END SECTION FOR 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT

6 EACH $____________ $____________

A1600 60417-0000 CLEANOUT (12-INCH CMP WITH COVER)

1 EACH $____________ $____________

A1620 60901-1200 CURB, CONCRETE, 14-INCH DEPTH (EXPOSED AGGREGATE)

590 LNFT $____________ $____________

A1640 60902-0600 CURB AND GUTTER, CONCRETE, 8-INCH DEPTH

195 LNFT $____________ $____________

A1660 60902-0700 CURB AND GUTTER, CONCRETE, 9-INCH DEPTH (EXPOSED AGGREGATE)

168 LNFT $____________ $____________

A1680 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (EXPOSED AGGREGATE)

964 LNFT $____________ $____________

A1700 60905-1000 GUTTER, CONCRETE

56 LNFT $____________ $____________

A1720 61102-0545 1-INCH WATERLINE (SCHEDULE 40 PVC)

120 LNFT $____________ $____________

A1740 61111-0000 YARD HYDRANT

1 EACH $____________ $____________

A1760 61201-0000 SEWER SYSTEM

ALL LPSM $___LPSM_____ $____________

A1780 61501-0500 SIDEWALK, EXPOSED AGGREGATE CONCRETE (6-INCH DEPTH)

10 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:WY NPS GRTE 2017(1)

A - 15

A1800 61501-0500 SIDEWALK, EXPOSED AGGREGATE CONCRETE (4-INCH DEPTH)

630 SQYD $____________ $____________

A1820 61503-1000 MEDIAN, CONCRETE (4-INCH DEPTH, COLOR)

280 SQYD $____________ $____________

A1840 61503-2000 MEDIAN, EXPOSED AGGREGATE CONCRETE (RIVER ROCK INLAY)

480 SQYD $____________ $____________

A1860 61503-2000 MEDIAN, EXPOSED AGGREGATE CONCRETE (4-INCH DEPTH, ISLAND NOSE)

32 SQYD $____________ $____________

A1880 61509-0000 DETECTABLE WARNING PANELS

21 SQYD $____________ $____________

A1900 61901-0000 FENCE

2,920 LNFT $____________ $____________

A1920 61901-1800 FENCE, CHAIN LINK, 60-INCH HEIGHT (BROWN SLATS, TEMPORARY)

1,990 LNFT $____________ $____________

A1940 61902-1800 GATE, METAL, 24 FEET WIDTH

2 EACH $____________ $____________

A1960 61903-0300 CATTLE GUARD, 16 FEET

1 EACH $____________ $____________

A1980 61904-0000 BOLLARD POST

6 EACH $____________ $____________

A2000 61904-0000 BOLLARD POST (WOOD)

2 EACH $____________ $____________

A2020 61904-0000 BOLLARD POST (TYPE 1, WOODEN, REMOVABLE)

140 EACH $____________ $____________

A2040 61904-0000 BOLLARD POST (TYPE 2, WOODEN, REMOVABLE)

35 EACH $____________ $____________

A2060 61920-2000 REMOVE AND RESET GATE

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:WY NPS GRTE 2017(1)

A - 16

A2080 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

120 HOUR $____________ $____________

A2100 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

30-INCH WIDTH

80 HOUR $____________ $____________

A2120 62201-0850 WHEEL LOADER, 1 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

A2140 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER

40 HOUR $____________ $____________

A2160 62201-2350 POWER BROOM

120 HOUR $____________ $____________

A2180 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

A2200 62201-3000 HYDRAULIC EXCAVATOR (MINI, 35 HP MINIMUM)

100 HOUR $____________ $____________

A2220 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A2240 62201-3500 LOADER, WHEEL, SKID STEER, 40HP MINIMUM

40 HOUR $____________ $____________

A2260 62301-0000 GENERAL LABOR

120 HOUR $____________ $____________

A2280 62405-0400 PLACING CONSERVED TOPSOIL, 6-INCH DEPTH

26,800 SQYD $____________ $____________

A2300 63301-0000 SIGN SYSTEM (TYPE 1A POSTS)

2 EACH $____________ $____________

A2320 63301-0000 SIGN SYSTEM (TYPE 1B POSTS)

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:WY NPS GRTE 2017(1)

A - 17

A2340 63301-0000 SIGN SYSTEM (TYPE 2A POSTS)

5 EACH $____________ $____________

A2360 63301-0000 SIGN SYSTEM (TYPE 2B POSTS)

8 EACH $____________ $____________

A2380 63301-0000 SIGN SYSTEM (TYPE 3 POSTS)

2 EACH $____________ $____________

A2400 63301-0000 SIGN SYSTEM (TYPE 4A POSTS)

13 EACH $____________ $____________

A2420 63301-0000 SIGN SYSTEM (THREE-PANEL SIGN)

1 EACH $____________ $____________

A2440 63301-0000 SIGN SYSTEM

89 EACH $____________ $____________

A2460 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (KIOSK ISLAND FEE SIGN)

1 EACH $____________ $____________

A2480 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (NPS SHIELD ON BOULDER

CLUSTER)

1 EACH $____________ $____________

A2500 63306-0700 POST, STEEL, PIPE (HITCHING POST)

6 EACH $____________ $____________

A2520 63306-2100 POST, WOOD, 8-INCH DIAMETER

2 EACH $____________ $____________

A2540 63308-3000 OBJECT MARKER, TYPE 3

12 EACH $____________ $____________

A2560 63309-0000 DELINEATOR

290 EACH $____________ $____________

A2580 63309-0900 DELINEATOR, TYPE FLEXIBLE (PEXCO)

6 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:WY NPS GRTE 2017(1)

A - 18

A2600 63316-1000 REMOVE AND RESET SIGN

4 EACH $____________ $____________

A2620 63318-1000 SNOW POLE HOLDER (TYPE 1)

170 EACH $____________ $____________

A2640 63318-1000 SNOW POLE HOLDER (TYPE 2)

30 EACH $____________ $____________

A2660 63318-1000 SNOW POLE HOLDER (TYPE 3)

18 EACH $____________ $____________

A2680 63319-0000 POST SLEEVE (AND CAP, TYPE 1)

51 EACH $____________ $____________

A2700 63319-0000 POST SLEEVE (AND CAP, TYPE 2)

28 EACH $____________ $____________

A2720 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID (WHITE, CROSSWALKS AND STOP

LINES)

635 LNFT $____________ $____________

A2740 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID (WHITE, 8-INCH)

3,480 LNFT $____________ $____________

A2760 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID (WHITE, 4-INCH)

2,230 LNFT $____________ $____________

A2780 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID (YELLOW, 4-INCH)

1,030 LNFT $____________ $____________

A2800 63401-0800 PAVEMENT MARKINGS, TYPE D, BROKEN (WHITE, 4-INCH)

30 LNFT $____________ $____________

A2820 63401-0850 PAVEMENT MARKINGS, TYPE D, DOTTED (WHITE, 4-INCH)

110 LNFT $____________ $____________

A2840 63401-1900 PAVEMENT MARKINGS, TYPE J, SOLID (YELLOW, 4-INCH)

580 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:WY NPS GRTE 2017(1)

A - 19

A2860 63401-2100 PAVEMENT MARKINGS, TYPE K, SOLID (YELLOW, 4-INCH)

40 LNFT $____________ $____________

A2880 63403-1100 PAVEMENT MARKINGS, TYPE K (WHITE, STOP LINES)

90 SQFT $____________ $____________

A2900 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE D, WHITE, SHARED LANE

MARKINGS)

25 EACH $____________ $____________

A2920 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE D, WHITE, YIELD MARKINGS)

4 EACH $____________ $____________

A2940 63405-1350 PAVEMENT MARKINGS, TYPE D, STRAIGHT ARROW (WHITE)

22 EACH $____________ $____________

A2960 63405-1650 PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY SYMBOL (WHITE)

4 EACH $____________ $____________

A2980 63501-0000 TEMPORARY TRAFFIC CONTROL (GES SIGN SYSTEM)

ALL LPSM $___LPSM_____ $____________

A3000 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

21 EACH $____________ $____________

A3020 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

200 EACH $____________ $____________

A3040 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

145 EACH $____________ $____________

A3060 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A3080 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

44 EACH $____________ $____________

A3100 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE (GREEN FENCE)

3,940 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:WY NPS GRTE 2017(1)

A - 20

A3120 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

2,360 HOUR $____________ $____________

A3140 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

270 DAY $____________ $____________

A3160 63602-3000 SYSTEM INSTALLATION, ELECTRICAL (30A NEMA 3R FUSED DISCONNECT

SWITCH)

1 EACH $____________ $____________

A3180 63602-6000 SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM (MOUNT TO VAULT

TOILET)

1 EACH $____________ $____________

A3200 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP (BIKE LOOP)

1 EACH $____________ $____________

A3220 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

9 EACH $____________ $____________

A3240 63610-0000 CONDUIT (16-INCH, UNDERGROUND NONMETAL AIR DUCT)

135 LNFT $____________ $____________

A3260 63610-0000 CONDUIT (20-INCH, UNDERGROUND NONMETAL AIR DUCT)

120 LNFT $____________ $____________

A3280 63610-0400 CONDUIT, 1-INCH, PVC

1,556 LNFT $____________ $____________

A3300 63610-0500 CONDUIT, 1-INCH, RIGID GALVANIZED STEEL

25 LNFT $____________ $____________

A002 A3320 63610-1600 CONDUIT, 2-INCH, PVC

1,033 LNFT $____________ $____________

A002 A3325 63610-1600 CONDUIT, 2-INCH, PVC

1,108 LNFT $____________ $____________

A002 A3340 63610-1700 CONDUIT, 2-INCH, RIGID GALVANIZED STEEL

21 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:WY NPS GRTE 2017(1)

A002 Revised by Amendment A002

A - 21

A002 A3345 63610-1700 CONDUIT, 2-INCH, RIGID GALVANIZED STEEL

28 LNFT $____________ $____________

A3360 63610-2200 CONDUIT, 3-INCH, PVC

70 LNFT $____________ $____________

A3380 63610-2800 CONDUIT, 4-INCH, PVC

560 LNFT $____________ $____________

A3400 63611-0100 WIRE, ELECTRICAL CONDUCTORS, 14 AWG

520 LNFT $____________ $____________

A002 A3420 63611-0400 WIRE, ELECTRICAL CONDUCTORS, 8 AWG

1,245 LNFT $____________ $____________

A002 A3425 63611-0400 WIRE, ELECTRICAL CONDUCTORS, 8 AWG

30 LNFT $____________ $____________

A3440 63611-0500 WIRE, ELECTRICAL CONDUCTORS, 6 AWG

15 LNFT $____________ $____________

A002 A3460 63621-1000 UTILITY BOX, PULLBOX (TYPE 1)

9 EACH $____________ $____________

A002 A3465 63621-1000 UTILITY BOX, PULLBOX (TYPE 1)

10 EACH $____________ $____________

A3480 63621-1000 UTILITY BOX, PULLBOX

21 EACH $____________ $____________

A3500 64603-0000 FIXTURE (PROPANE SYSTEM)

1 EACH $____________ $____________

A3520 64603-0100 FIXTURE, TRASH RECEPTACLE (BEARSAVER CE340)

1 EACH $____________ $____________

A3540 64603-0300 FIXTURE, BENCH

2 EACH $____________ $____________

A3560 64603-0500 FIXTURE, BICYCLE STORAGE RACK

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:WY NPS GRTE 2017(1)

A002 Revised by Amendment A002

A - 22

A3580 64603-0600 FIXTURE, FLAG POLE

1 EACH $____________ $____________

A3600 64603-1000 FIXTURE, VAULT TOILET (CXT DOUBLE CASCADIAN WITH CHASE)

1 EACH $____________ $____________

A3620 64605-0000 FIXTURE (CCTV SURVEILLANCE CAMERA SYSTEM)

ALL LPSM $___LPSM_____ $____________

A3640 64605-1000 FIXTURE, KIOSK

ALL LPSM $___LPSM_____ $____________

A3660 64703-1000 MITIGATION, LANDSCAPING LOG

60 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:WY NPS GRTE 2017(1)

Revised by Amendment A0022

T

G

W

G

T

F.46

STATE PROJECT

NUMBER

SHEET

WY

NPS GRTE 2017(1)

:1

P

M a r c h

U ti li ti e s

F

M o d

G r a n it e E n tr a n c e S ta ti o n

P r e D e s ig n \D

G N

\w y g r te

G r a n it e \g r te i.

d g n J P

E D

E R

S O

N B

M c C

R A

Y /2

/2

C h e c k e d b y

D e s ig n e d b y

UTILITIES

GRANITE ENTRANCE STATION

N

20 4001020

Scale in feet

Station

Granite Entrance

NPS Drwg. No. 136/167343

NPS PMIS No. 312456

Cap and mark ends

Conduit, 4-inch, PVC

Cap and mark ends

Conduit, 4-inch, PVC

Cap and mark ends

Conduit, 4-inch, PVC view of Kiosk Island area

See next sheet for enlarged

Inbound Lane

Outbound Lane

Bike Path

Employee Parking Lot

Final placement as directed by CO

(see N.9 and P sheets for details);

System installation, traffic detector wire loop

Conduit, 1-inch, PVC

Conduit, 1-inch, PVC

Final placement as directed by CO wire loop (bike loop);

System installation, traffic detector

Cap and mark ends

Conduit, 4-inch, PVC

Cap and mark ends

Conduit, 4-inch, PVC Cap and mark ends

Conduit, 4-inch, PVCCap and mark ends

Conduit, 4-inch, PVC

Cap and mark ends

Conduit, 4-inch, PVC

Cap and mark ends

Conduit, 4-inch, PVC Utility box, pullbox pullbox

Utility box, Notes:

2. Cap ends with a 4-inch threaded cap.

pipe ends (typ.)

inches minimum below ground surface to mark

1. Mark ends with 12-inch, #4 rebar driven 4

Cap and mark ends

Conduit, 4-inch, PVC

Existing underground fiber optic relocated by utility provider

Communication line to be by contractor

Electrical line to be relocated

See Sheets F.48-F.53

Sewer System

2 Revised by Amendment A002

03.04.2022

T

G

W

F.47

STATE PROJECT

SHEET

WY

NPS GRTE 2017(1)

:3 a r c h

U ti li ti e s z o o m d

M o d

G r a n it e E n tr a n c e S ta ti o n

P r e D e s ig n \D

G N

\w y g r te

G r a n it e \g r te i.

d g n J P

E D

E R

S O

N B

M c C

R A

Y /2

/2

C h e c k e d b y

D e s ig n e d b y

UTILITIES

GRANITE ENTRANCE STATION

N

20 4001020

Scale in feet

Station

Granite Entrance

NPS Drwg. No. 136/167343

NPS PMIS No. 312456 future connection by others

Stub duct 18-inches above foundation for

(5 electrical conduits)

(3 communication conduits)

(4 communication conduits) details

See Sheet F.65 for foundation

Evaporative cooler location

Connect to existing 25"x12" duct connection by others

Water/plumbing

1 Utility box, pullbox

2 Conduit, 1-inch, PVC

3 Conduit, 2-inch, PVC

Wire, electrical conductors, 14 AWG (2 per loop)5

Conduit (16-inch, underground nonmetal air duct)6

Conduit (20-inch, underground nonmetal air duct)7

1-inch waterline (schedule 40 PVC)8

Yard hydrant9 intercom equipment and installation by others

Future mechanical gate, card reader, and two-way

Conduit, 4-inch, PVC (cap and mark ends)

(see N.9 and P sheets for details).

System installation, traffic detector wire loop pull box.

Install to

12 Condensor unit location (future by others)

2 3

8 9

3 5

2 5

2 5

2 5 as directed by CO equipment inside mechanical room; Final placement

N.9 and P sheets for details). Install controller

System installation, traffic detector wire loop (see

14 45° bend

15 22.5° bend

4 4

(4 communication conduits)

See Sheet F.46

See Sheet F.46 coordination) prior to construction.

3. CO to provide architect plan set (for

2. Provide pull strings and caps for all conduits, typ.

1. See Sheet F.61 for utility trench detail.

NOTES:

16 Stub conduit through SOG

17 Contractor to relocate and connect power when entrance station is open.

Coordinate with Silver Star to maintan service

Silver star to relocate and connect fiber optic.

approved by CO.

building wall. Location and method to be

Install traffic counter system conduit through

See sheet F.68

Fixture (Propane System)

1/2-inch propane gas line20

Conduit, 3-inch, PVC21

Conduit for sewer system, see sheets F.48-F.53

Foundation

Kiosk

Fnd.

Shed

Fnd.

Cooler

Evap

Route (1) 3/4-inch conduit with

(1) #14AWG hot, (1) #12AWG neutral, and (1) #12AWG ground between panel A and new effluent pump control panel.

Circuit to available spare breaker in space A-4.

New effluent pump control panel

DETAIL A 2

3/4-Inch PVC conduit 1-Inch PVC conduit

#10 AWG conductors #12 AWG conductors

LNFT

LNFT

LNFT

LNFT

Route 1-inch conduit to control panel mounted adjacent to door in Remit 107

Re2

L in e a r A n n o ta ti o n .P o in t S ta ti o n

L in e a r A n n o ta ti o n .P o in t L a b e l

E P .0

P I:

.0

PI: 0+03.00

BP: 0+00.00

BH

.0

.0

G

T

PLAN AND PROFILE

SANITARY SEWER SERVICE LINE

NPS Drwg. No. 136/167343

NPS PMIS No. 312456

Soil profile test location

Septic tank 1000 gallon

0+97 & 1+06

Two way cleanout, Finish floor elevation = 6348.6

Granite Entrance Station at existing Entrance Station

Electrical service connection

One way cleanout at 90

Connect to existing 4" dia. PVC sewer line

Existing sewer cleanout, protect in place

Gravity sewer line, 4" dia.

Gravity sewer line, 4" dia.

within roadway limits surrounding sewer line

PVC sleeve, 6" dia., force main to drainfield

2" dia. PVC, ASTM D1784

Invert elev. = 6344.1

Connect to existing 4" dia.PVC sewer line, Length = 20', Slope = 5%

PVC ASTM D3034, SDR 26

Gravity sewer line, 4" dia., Sta. 0+97 & 1+06

Two way clean out, 0+00 0+50 1+00 1+50

Invert in Elev. = 6339.79

Septic tank 1000 gallon

= 6339.71

Invert out

N

10 20010

Scale in feet

6350 6350

6330 6330

6325 6325

Existing ground

Finished ground cover

5' minimum line and beneath inbound traffic lanes, typ.

Rigid insulation installed in trench above sewer

Sta. 0+20

Grade break, Length = 44', Slope = 2%

ASTM D3034, SDR 35

6" dia. PVC sleeve

Length = 140', Slope = 2.4%

PVC ASTM D3034, SDR 26

Gravity sewer line, 4" dia., 1-inch conduit and (6) #10AWG conductors

#10AWG conductors

1-inch conduit and (6) cover

2' minimum

STATE PROJECT

SHEET

WY NPS GRTE 2017(1) F.49

:4 a r c h

L

S

E R

V

IC

E L

IN

E

P -P

S h e t]

M o d

G r a n it e E n tr a n c e S ta ti o n P r e D e s ig n \D

G N

\w y g r te

G r a n it e \g r te s q .d g n

Revised by Amendment A0022

AND PUMP DETAILS

SANITARY SEWER SEPTIC TANK

NPS Drwg. No. 136/167343

NPS PMIS No. 312456

NO SCALE

Riser lid dose setting panel with timed pump control

Duplex alternating

Riser discharge assembly

Stainless steel end

Pump liquid

Pump motor cartridge

Biotube filter pump turbine effluent

4-in. (100-mm)

Vault inlet holes

Float collar

Float stem

Septic tank

Support pipe

Float bracket box

External splice

EFFLUENT PUMP DETAIL

d e p th 'm in l iq u id

1'-4"1'-4"

9'-4" subgrade

12" compacted Type 1 bedding

Water tight risers

(COVERS NOT SHOWN)

PLAN VIEW

ELEVATION SECTION

Invert septic tank.

10. Fill all unused pipe penatrations with grout. Grout will be subsidiary to the cost of the

Septic tank must meet Wyoming DEQ specifications.9.

structural design. Tank shown is manufacturer designed to include all rebar and 8.

fiberglass lid.

Access riser to be 24" diameter ribbed PVC with a bolt down, gasketed, and insulated 7.

shown on the plans.

depth Provide precast septic tanks certified by precast manufacturer for bury 6.

limitations. Openings may be sized and located as specified within structural 5.

Use bituminous mastic at joint to create a watertight seal.4.

pump detail

4. 2" outlet pipe to go through grommeted hole in PVC access riser as shown in effluent or 4" PVC pipe. 8" dia. knockout at inlet f3.

1,000 gallon dual compartment tank.2.

Identify inlet and outlet on tank.1.

NOTES:

See detail this sheet

Effluent pump location, valve valve and check

Stainless steel ball timer on alarm/override

High level

Timer on

Timer off level alarm

Redundant off/low

2" insulation

Gasketed lid with compartment

Septic compartment

Dose

6339.79

" 3 be filled per note 10.

penetrations in tank to

All unused pipe

1 Phase, 50 A service

Control Panel Requires 120 V, with tracer wire

2" PVC pipe to drainfield with tracer wire

2 in. Sch 40 PVC to drainfield

Ground approved location with CO.

Install in mechanical room. Coordinate elbow to prevent freezing in laterals

Drill 1/8" weep hole at bottom of

(6) #10AWG conductors

1-inch conduit and

STATE PROJECT

NUMBER

SHEET

WY NPS GRTE 2017(1) F.52

:5 a r c h

L

S

E P

T

IC

T A

N K

S h e t]

M o d

G r a n it e E n tr a n c e S ta ti o n P r e D e s ig n \D

G N

\w y g r te

G r a n it e \g r te s q .d g n

Revised by Amendment A0022

20 A

NPS Drwg. No. 136/167343

NPS PMIS No. 312456

:2

D e c e m b e r

G

C T

H Q u a n ti ti e s

M o d

G ra n it e E n tr a n c e S ta ti o n P re -D e s ig n \D

G N

\G R

A N

IT

E

T R

A

IL

H E

A D

\G C

T H p ln q u a n ti ti e s .d g n

TABULATION OF QUANTITIES

STATE PROJECT

NUMBER

SHEET

WY NPS GRTE 2017(1) H.1

12-07-2021

1025 2

30 2

10 2

2 Revised by Amendment A002

3-4-2022

Field painting according to Subsection 563.01(b)(1) for Paint System 1 is allowed for equipment that will void the UL Listing by disassembling for powder coating.

Galvanized

Galvanized

Mancini, Alexander D 2021.12.03 15:51:15-07'00'

Sheet and Description

D E F G H J K L M O

Plan and Profile Turnouts

Granite Entrance Station

Poker Flats Granite Canyon

Trailhead

Soil Sediment & Erosion Control

Drainage Temporary

Traffic Control

Permanent Traffic Control

Structures Allowance Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM All ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM All ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM All ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM All ALL

A0120 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION

CHANNEL (KAUFMAN CREEK) LPSM All ALL

A0140 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 398 560 320 807 115 2,200

A0160 15705-1400 SOIL EROSION CONTROL, FIBER ROLL (EXCELSIOR

FIBER) LNFT 1,000 930 420 8,589 561 11,500

A0180 15706-1600 SOIL EROSION CONTROL, STABILIZED

CONSTRUCTION EXIT (TIMBER MAT TEMPORARY

CONSTRUCTION TURNAROUND) EACH 2 2

A0200 15706-1600 SOIL EROSION CONTROL, STABILIZED

CONSTRUCTION EXIT (GRAVEL TEMPORARY

CONSTRUCTION TURNAROUND) EACH 7 7

A0220 15706-1600 SOIL EROSION CONTROL, STABILIZED

CONSTRUCTION EXIT EACH 2 1 3

A0240 15802-0000 WATERING FOR DUST CONTROL LPSM All ALL

A0260 20101-0000 CLEARING AND GRUBBING ACRE 3.8 2.0 1.1 1.0 7.9 Contract Quantity

A0280 20301-0100 REMOVAL OF BOLLARD EACH 4 4

A0300 20301-0200 REMOVAL OF BOULDER EACH 23 27 50

A0320 20301-0700 REMOVAL OF DELINEATOR EACH 29 5 182 14 230

A0340 20301-1100 REMOVAL OF GATE EACH 2 2

A0360 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 5 2 8

A0380 20301-2400 REMOVAL OF SIGN EACH 10 3 12 25

A0400 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

(SEPTIC TANK) EACH 1 1

A0420 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

(FLAG POLE) EACH 1 1

A0440 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

(EVAPORATIVE COOLER) EACH 1 1

A0460 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

(TRAFFIC DETECTOR WIRE LOOP) EACH 1 1

A0480 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

(PROPANE TANK) EACH 1 1

A0500 20302-0150 REMOVAL OF BRIDGE RAILING (BOX CULVERT) LNFT 42 42 Contract Quantity

A0520 20302-0500 REMOVAL OF CURB, CONCRETE LNFT 360 360

A0540 20302-0625 REMOVAL OF CURB, LOG LNFT 409 21 430

Revised by Amendment A002 Report Date: 03/04/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A 4-

M ar

-2

1:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

C

U se rs \C lin to n.

C ho y\ D es kt op \P

S& E

R ev ie w

E ng in ee r\ R ev ie w s\ W

Y N

PS

7(

1)

M oo se W ils on

R oa d Ph as e

1\ A m en dm en t\

A

2\ [A

2_

S he et s

B .1 t hr ou gh

B .7

.x ls m ]S he et

STATE PROJECT

B.1WY NPS 2017(1)WY

SHEET

Plan and Profile Turnouts

Granite Entrance Station

Poker Flats Granite Canyon

Trailhead

Soil Sediment & Erosion Control

Drainage Temporary

Traffic Control

Permanent Traffic Control

Structures Allowance Bid Schedule

A0560 20302-0700 REMOVAL OF FENCE LNFT 1,903 1,280 157 3,340

A0580 20302-2200 REMOVAL OF SEWERLINE LNFT 60 60

A0600 20302-2210 REMOVAL OF GAS LINE LNFT 130 130

A0620 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 2,980 2,980

A0640 20303-2300 REMOVAL OF PAVEMENT, CONCRETE SQYD 83 28 9 120

A0660 20303-3200 REMOVAL OF SIDEWALK, CONCRETE SQYD 47 3 50

A0680 20401-0000 ROADWAY EXCAVATION CUYD 2,225 611 20 1,700 81 4,637

A0700 20403-0000 UNCLASSIFIED BORROW CUYD 3,876 2,377 906 35 7,194

A0720 20801-0000 STRUCTURE EXCAVATION CUYD 500 500 Contract Quantity

A0740 20803-0000 STRUCTURAL BACKFILL CUYD 300 300 Contract Quantity

A0760 20820-0000 DEWATERING LPSM All ALL

A0780 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 359 1,220 506 105 2,190

A0800 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 21,713 467 667 22,847

A0820 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1 CUYD 5 5

A0840 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 16 16

A0860 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4 CUYD 180 10 190

A0880 25125-0000 BOULDER EACH 111 23 43 24 29 230

A0900 30103-2000 AGGREGATE BASE GRADING D CUYD 5,823 1,590 585 620 4 428 9,050

A0940 30201-1000 ROADWAY AGGREGATE, METHOD 1 (HORSE PATH) CUYD 198 12 210

A0960 30303-3000 ROADWAY RECONDITIONING SQYD 4,859 241 5,100

A0980 31303-0000 AGGREGATE-TOPSOIL COURSE CUYD 536 63 22 7 32 660

A1000 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX,

1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL TON 8,444 1,385 671 617 553 11,670

A1040 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 60 14 7 6 3 90

A1080 41201-0000 TACK COAT TON 21.1 2.6 1.2 1.2 3.9 30.0

A1100 41402-2000 CRACKS, CLEANING AND SEALING MILE 1.4 1.4

A1120 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 SQYD 57 3 60

A1140 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 1,314 136 1,450

A1160 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH Contract Quantity

DEPTH (COLOR) SQYD 28 2 30

A1180 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH Contract Quantity

DEPTH SQYD 148 61 209

A1200 50101-0900 MINOR CONCRETE PAVEMENT, REINFORCED, 9-INCH Contract Quantity

DEPTH SQYD 553 553

A1220 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 22 107 129 Contract Quantity

A1240 55235-0000 EXPANSION JOINTS LNFT 40 40 Contract Quantity

A1260 55401-1000 REINFORCING STEEL LB 1,500 15,300 16,800 Contract Quantity

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

4- M ar -2

1:

P M

Revised by Amendment A002 Report Date: 03/04/22

C

U se rs \C lin to n.

C ho y\ D es kt op \P

S& E

R ev ie w

E ng in ee r\ R ev ie w s\ W

Y N

PS

7(

1)

M oo se W ils on

R oa d Ph as e

1\ A m en dm en t\

A

2\ [A

2_

S he et s

B .1 t hr ou gh

B .7

.x ls m ]S he et

2)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

STATE PROJECT

B.2WY NPS 2017(1)WY

SHEET

Plan and Profile Turnouts

Granite Entrance Station

Poker Flats Granite Canyon

Trailhead

Soil Sediment & Erosion Control

Drainage Temporary

Traffic Control

Permanent Traffic Control

Structures Allowance Bid Schedule

A1280 55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, Contract Quantity

AND ERECTED LB 10,100 10,100

A1300 55601-1300 BRIDGE RAILING, TIMBER LNFT 50 50 Contract Quantity

A1320 55601-1300 BRIDGE RAILING, TIMBER (BOX CULVERT) LNFT 42 42 Contract Quantity

A1340 55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED MFBM 1 1 Contract Quantity

A1360 55703-2000 STRUCTURAL TIMBER AND LUMBER, TREATED, Contract Quantity

DECKING (GLULAM PANELS) SQYD 51 51

A1380 56302-1000 PAINTING, CONCRETE STRUCTURE SQFT 1,000 1,000 Contract Quantity

A1400 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 8 8

A1420 60201-0400 12-INCH PIPE CULVERT LNFT 48 2 50

A1440 60201-0600 18-INCH PIPE CULVERT LNFT 96 4 100

A1460 60201-0800 24-INCH PIPE CULVERT LNFT 38 2 40

A1480 60201-1000 36-INCH PIPE CULVERT LNFT 33 7 40

A1500 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT LNFT 172 78 10 260

A1520 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT EACH 4 4

A1540 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 2 2

A1560 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 2 2

A1580 60211-1000 END SECTION FOR 36-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE CULVERT EACH 2 4 6

A1600 60417-0000 CLEANOUT (12-INCH CMP WITH COVER) EACH 1 1

A1620 60901-1200 CURB, CONCRETE, 14-INCH DEPTH (EXPOSED

AGGREGATE) LNFT 576 14 590

A1640 60902-0600 CURB AND GUTTER, CONCRETE, 8-INCH DEPTH LNFT 195 195

A1660 60902-0700 CURB AND GUTTER, CONCRETE, 9-INCH DEPTH

(EXPOSED AGGREGATE) LNFT 130 38 168

A1680 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

(EXPOSED AGGREGATE) LNFT 720 244 964

A1700 60905-1000 GUTTER, CONCRETE LNFT 56 56

A1720 61102-0545 1-INCH WATERLINE (SCHEDULE 40 PVC) LNFT 120 120

A1740 61111-0000 YARD HYDRANT EACH 1 1

A1760 61201-0000 SEWER SYSTEM LPSM All ALL

A1780 61501-0500 SIDEWALK, EXPOSED AGGREGATE CONCRETE

(6-INCH DEPTH) SQYD 10 10

A1800 61501-0500 SIDEWALK, EXPOSED AGGREGATE CONCRETE

(4-INCH DEPTH) SQYD 165 101 325 39 630

A1820 61503-1000 MEDIAN, CONCRETE (4-INCH DEPTH, COLOR) SQYD 280 280

A1840 61503-2000 MEDIAN, EXPOSED AGGREGATE CONCRETE (RIVER

ROCK INLAY) SQYD 72 370 38 480

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

4- M ar -2

1:

P M

Revised by Amendment A002 Report Date: 03/04/22

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SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

STATE PROJECT

B.3WY NPS 2017(1)WY

SHEET

Plan and Profile Turnouts

Granite Entrance Station

Poker Flats Granite Canyon

Trailhead

Soil Sediment & Erosion Control

Drainage Temporary

Traffic Control

Permanent Traffic Control

Structures Allowance Bid Schedule

A1860 61503-2000 MEDIAN, EXPOSED AGGREGATE CONCRETE (4-INCH

DEPTH, ISLAND NOSE) SQYD 32 32

A1880 61509-0000 DETECTABLE WARNING PANELS SQYD 7 13 1 21

A1900 61901-0000 FENCE LNFT 2,647 80 40 153 2,920

A1920 61901-1800 FENCE, CHAIN LINK, 60-INCH HEIGHT (BROWN

SLATS, TEMPORARY) LNFT 1,330 560 100 1,990

A1940 61902-1800 GATE, METAL, 24 FEET WIDTH EACH 2 2

A1960 61903-0300 CATTLE GUARD, 16 FEET EACH 1 1

A1980 61904-0000 BOLLARD POST EACH 6 6

A2000 61904-0000 BOLLARD POST (WOOD) EACH 2 2

A2020 61904-0000 BOLLARD POST (TYPE 1, WOODEN, REMOVABLE) EACH 66 12 43 19 140

A2040 61904-0000 BOLLARD POST (TYPE 2, WOODEN, REMOVABLE) EACH 25 10 35

A2060 61920-2000 REMOVE AND RESET GATE EACH 1 1

A2080 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 120 120

A2100 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT MINIMUM RATED

CAPACITY BUCKET, 30-INCH WIDTH HOUR 80 80

A2120 62201-0850 WHEEL LOADER, 1 CUBIC YARD MINIMUM RATED

CAPACITY HOUR 40 40

A2140 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER HOUR 40 40

A2160 62201-2350 POWER BROOM HOUR 120 120

A2180 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 40 40

A2200 62201-3000 HYDRAULIC EXCAVATOR (MINI, 35 HP MINIMUM) HOUR 100 100

A2220 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM

CAPACITY HOUR 40 40

A2240 62201-3500 LOADER, WHEEL, SKID STEER, 40HP MINIMUM HOUR 40 40

A2260 62301-0000 GENERAL LABOR HOUR 120 120

A2280 62405-0400 PLACING CONSERVED TOPSOIL, 6-INCH DEPTH SQYD 18,511 4,200 1,559 1,240 1,290 26,800

A2300 63301-0000 SIGN SYSTEM (TYPE 1A POSTS) EACH 1 1 2

A2320 63301-0000 SIGN SYSTEM (TYPE 1B POSTS) EACH 1 1

A2340 63301-0000 SIGN SYSTEM (TYPE 2A POSTS) EACH 5 5

A2360 63301-0000 SIGN SYSTEM (TYPE 2B POSTS) EACH 1 1 1 5 8

A2380 63301-0000 SIGN SYSTEM (TYPE 3 POSTS) EACH 1 1 2

A2400 63301-0000 SIGN SYSTEM (TYPE 4A POSTS) EACH 2 1 10 13

A2420 63301-0000 SIGN SYSTEM (THREE-PANEL SIGN) EACH 1 1

A2440 63301-0000 SIGN SYSTEM EACH 27 3 5 54 89

A2460 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN

(KIOSK ISLAND FEE SIGN) EACH 1 1

A2480 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (NPS

SHIELD ON BOULDER CLUSTER) EACH 1 1

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

4- M ar -2

1:

P M

Revised by Amendment A002 Report Date: 03/04/22

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4)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

STATE PROJECT

B.4WY NPS 2017(1)WY

SHEET

Plan and Profile Turnouts

Granite Entrance Station

Poker Flats Granite Canyon

Trailhead

Soil Sediment & Erosion Control

Drainage Temporary

Traffic Control

Permanent Traffic Control

Structures Allowance Bid Schedule

A2500 63306-0700 POST, STEEL, PIPE (HITCHING POST) EACH 6 6

A2520 63306-2100 POST, WOOD, 8-INCH DIAMETER EACH 2 2

A2540 63308-3000 OBJECT MARKER, TYPE 3 EACH 12 12

A2560 63309-0000 DELINEATOR EACH 182 108 290

A2580 63309-0900 DELINEATOR, TYPE FLEXIBLE (PEXCO) EACH 6 6

A2600 63316-1000 REMOVE AND RESET SIGN EACH 2 2 4

A2620 63318-1000 SNOW POLE HOLDER (TYPE 1) EACH 28 85 16 27 14 170

A2640 63318-1000 SNOW POLE HOLDER (TYPE 2) EACH 13 13 4 30

A2660 63318-1000 SNOW POLE HOLDER (TYPE 3) EACH 18 18

A2680 63319-0000 POST SLEEVE (AND CAP, TYPE 1) EACH 51 51

A2700 63319-0000 POST SLEEVE (AND CAP, TYPE 2) EACH 1 27 28

A2720 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID (WHITE,

CROSSWALKS AND STOP LINES) LNFT 306 162 130 30 7 635

A2740 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID (WHITE,

8-INCH) LNFT 3,480 3,480

A2760 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID (WHITE,

4-INCH) LNFT 1,010 365 840 15 2,230

A2780 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID (YELLOW,

4-INCH) LNFT 980 50 1,030

A2800 63401-0800 PAVEMENT MARKINGS, TYPE D, BROKEN (WHITE,

4-INCH) LNFT 30 30

A2820 63401-0850 PAVEMENT MARKINGS, TYPE D, DOTTED (WHITE,

4-INCH) LNFT 110 110

A2840 63401-1900 PAVEMENT MARKINGS, TYPE J, SOLID (YELLOW,

4-INCH) LNFT 580 580

A2860 63401-2100 PAVEMENT MARKINGS, TYPE K, SOLID (YELLOW,

4-INCH) LNFT 40 40

A2880 63403-1100 PAVEMENT MARKINGS, TYPE K (WHITE, STOP

LINES) SQFT 90 90

A2900 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE D, WHITE,

SHARED LANE MARKINGS) EACH 2 20 3 25

A2920 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE D, WHITE,

YIELD MARKINGS) EACH 2 2 4

A2940 63405-1350 PAVEMENT MARKINGS, TYPE D, STRAIGHT ARROW

(WHITE) EACH 10 5 7 22

A2960 63405-1650 PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY

SYMBOL (WHITE) EACH 1 1 2 4

A2980 63501-0000 TEMPORARY TRAFFIC CONTROL (GES SIGN SYSTEM) LPSM All ALL

A3000 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 6 3 12 21

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

4- M ar -2

1:

P M

Revised by Amendment A002 Report Date: 03/04/22

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5)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

STATE PROJECT

B.5WY NPS 2017(1)WY

SHEET

Plan and Profile Turnouts

Granite Entrance Station

Poker Flats Granite Canyon

Trailhead

Soil Sediment & Erosion Control

Drainage Temporary

Traffic Control

Permanent Traffic Control

Structures Allowance Bid Schedule

A3020 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER,

TYPE 42-INCH EACH 200 200

A3040 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 45 100 145

A3060 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE

CHANGEABLE MESSAGE SIGN EACH 2 2

A3080 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 44 44

A3100 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

(GREEN FENCE) LNFT 2,525 685 525 205 3,940

A3120 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 2,360 2,360

A3140 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL

SUPERVISOR DAY 258 12 270

A3160 63602-3000 SYSTEM INSTALLATION, ELECTRICAL (30A NEMA

3R FUSED DISCONNECT SWITCH) EACH 1 1

A3180 63602-6000 SYSTEM INSTALLATION, TRAFFIC DETECTOR

SYSTEM (MOUNT TO VAULT TOILET) EACH 1 1

A3200 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE

LOOP (BIKE LOOP) EACH 1 1

A3220 63602-6020 SYSTEM INSTALLATION, TRAFFIC…