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 05/08/2020 N/A See Block 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

69056719B000024

9B. DATED (SEE ITEM 11)

04/10/2020

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 (_x_ ) is extended, ( ) 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).

N/A

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

N/A

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 NPS YELL 11(2), North Entrance

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 05-08-2020 MT NPS YELL 11(2) Solicitation No. 69056719B000024 North Entrance

REVISIONS ARE AS FOLLOWS:

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

Page A-3, Block 13A. Revises bid opening date from 5/12/2020 to 05/14/2020.

BID SCHEDULE

Pages A-9 through A-19. Revises pages to change the quantity for Line Item A2740.

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page F-87, Section 636, Traffic Signal, Traffic Counter, Lighting, and Electrical Systems.

Revises Subsection 636.02 and 636.05(a).

Page F-89, Subsection 636.08, Traffic Loop. Adds 2nd paragraph.

Page 2, Section K, Table of Contents. Removes 105613 METAL STORAGE SHELVING and number of pages from DIVISION 10 Table of Contents.

Page 081113-4, Section K, Part 2, Subsection 2.4, EXTERIOR STANDARD STEEL DOORS AND FRAMES. Revise Subsections B.1.c and B.1.h.

Page 083483-1, Section K, Part 2, Subsection 2.1, PERFORMANCE REQUIREMENTS.

Removes Subsection.

Page 102600-3, Section K, Part 2, Subsection 2.3, CORNER GUARDS. Removes Subsection A.

Pages 101100-1 through 101100-4, Section K, Section 101100, VISUAL DISPLAY UNITS.

Revises requirements for: Subsections 1.2A, 1.4B, 1.4C, 1.4D, and 1.10 for Part 1; and Sections 2.2B, 2.2D, 2.2E, 2.3C, and 2.3D of Part 2.

Pages 105613-1 through 105613-5, Section K, Section 105613, METAL STORAGE SHELVING. Deletes the requirements of this Section.

PLANS

Plan Sheets A.3 Adds Sheet E400 to Index.

New bid opening date: 05/14/2020

Notice to Bidders: In addition to the original solicitation pages A-7 and A-8, please submit revised pages A-9 through A-19 with your bid.

Amendment No. A002, dated 05-08-2020 MT NPS YELL 11(2) Solicitation No. 69056719B000024 North Entrance

Plan Sheets B.1 through B.6 Revises Sheets to change the quantity for Line Item A2740.

Plan Sheet C.2, C.3, and C.5 Adds welded wire fabric (WWF) to minor concrete pavement sections.

Plan Sheet H.1 Revises column headings, and swaps numbered circle callouts for culverts at 47+58 and 52+02.

Plan Sheet H.8 Revises Culvert callout for Proposed Ditch B Profile.

Plan Sheet M.3 Revises Underground Utility Trench Detail.

Plan Sheet M.6 Revises Callout for HVAC and Utility trench.

Plan Sheets Q.2 Adds Sheet E400 to Index.

Plan Sheet E013 Revises Typical Cable Trench Detail.

Plan Sheet E400 Adds Sheet for Electric Special Systems Plan.

Plan Sheet M100 Revises Sheet by replacing the original Notes 1 and 6 with updated Notes 1 and 6.

Plan Sheet M101 Revises Sheet by replacing the original Note 4 with updated Note 4.

ENCLOSURES

Pages:

A-9 through A-19 F-87 and F-89 2; 081113-4; 083483-1; and 102600-3 101100-1 through 101100-4 105613-1 through 105613-5

Plan Sheets:

A.3 B.1 through B.6 C.2 through C.3; and C.5 H.1 and H.8 M.3 and M.6 Q.2 E013 and E400 M100 through M101

A-9

Contract Quantity Pay Items

20101-0000 CLEARING AND GRUBBING

20401-0000 ROADWAY EXCAVATION

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 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

4,450 LNFT $____________ $____________

A0140 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

14 EACH $____________ $____________

A0160 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

1 EACH $____________ $____________

A0180 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0200 20101-0000 CLEARING AND GRUBBING

6.0 ACRE $____________ $____________

A0220 20301-0100 REMOVAL OF BOLLARD

7 EACH $____________ $____________

A0240 20301-0200 REMOVAL OF BOULDER

30 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:MT NPS YELL 11(2)

Project Name:North Entrance Revised by Amendment A002

A-10

A0260 20301-0900 REMOVAL OF FIRE HYDRANT

6 EACH $____________ $____________

A0280 20301-1500 REMOVAL OF LIGHT POLE

3 EACH $____________ $____________

A0300 20301-1900 REMOVAL OF PIPE CULVERT

3 EACH $____________ $____________

A0320 20301-2400 REMOVAL OF SIGN

31 EACH $____________ $____________

A0340 20301-2700 REMOVAL OF STRUCTURE (Building)

1 EACH $____________ $____________

A0360 20301-3200 REMOVAL OF VALVE (Water)

12 EACH $____________ $____________

A0380 20302-0500 REMOVAL OF CURB, CONCRETE

4 LNFT $____________ $____________

A0400 20302-0625 REMOVAL OF CURB, LOG

350 LNFT $____________ $____________

A0420 20302-0700 REMOVAL OF FENCE

80 LNFT $____________ $____________

A0440 20302-1400 REMOVAL OF GUARDRAIL, TIMBER

250 LNFT $____________ $____________

A0460 20302-2600 REMOVAL OF PAVEMENT MARKINGS

550 LNFT $____________ $____________

A0480 20303-0300 REMOVAL OF CONCRETE

170 SQYD $____________ $____________

A0500 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

50 SQYD $____________ $____________

A0520 20401-0000 ROADWAY EXCAVATION

22,000 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-11

A0540 20411-0000 SELECT BORROW

24,000 TON $____________ $____________

A0560 21101-1000 ROADWAY OBLITERATION, METHOD 1

1,360 SQYD $____________ $____________

A0580 25125-0000 BOULDER (Placement)

25 EACH $____________ $____________

A0600 30101-2000 AGGREGATE BASE GRADING D

5,340 TON $____________ $____________

A0620 30203-2140 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE, 6-INCH DEPTH ,

FOR ACCESSIBLE PATHWAYS

18 SQYD $____________ $____________

A0640 30303-3000 ROADWAY RECONDITIONING

2,500 SQYD $____________ $____________

A0660 30901-2000 EMULSIFIED ASPHALT TREATED AGGREGATE BASE, GRADING D

5,500 TON $____________ $____________

A0680 30910-0000 EMULSIFIED ASPHALT

108 TON $____________ $____________

A0700 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

5,000 TON $____________ $____________

A0720 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

50 TON $____________ $____________

A0740 41201-0000 TACK COAT

23 TON $____________ $____________

A0760 50101-2800 MINOR CONCRETE PAVEMENT, PLAIN, 8-INCH DEPTH

4,960 SQYD $____________ $____________

A0780 60101-0000 CONCRETE (Stairs)

1 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-12

A0800 60201-0400 12-INCH PIPE CULVERT

70 LNFT $____________ $____________

A0820 60201-0600 18-INCH PIPE CULVERT

1,160 LNFT $____________ $____________

A0840 60201-0800 24-INCH PIPE CULVERT

590 LNFT $____________ $____________

A0860 60401-0000 MANHOLE

3 EACH $____________ $____________

A0880 60403-0000 INLET

4 EACH $____________ $____________

A0900 60403-0000 INLET (Type 2)

10 EACH $____________ $____________

A0920 60405-0000 MANHOLE ADJUSTMENT (Sanitary Sewer)

3 EACH $____________ $____________

A0940 60901-1000 CURB, CONCRETE, 12-INCH DEPTH

310 LNFT $____________ $____________

A0960 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

4,650 LNFT $____________ $____________

A0980 60905-1000 GUTTER, CONCRETE (Valley)

120 LNFT $____________ $____________

A1000 61102-2750 4-INCH WATERLINE, DUCTILE IRON

177 LNFT $____________ $____________

A1020 61102-3000 6-INCH WATERLINE, DUCTILE IRON

178 LNFT $____________ $____________

A1040 61102-3250 8-INCH WATERLINE, DUCTILE IRON

1,627 LNFT $____________ $____________

A1060 61102-3500 10-INCH WATERLINE, DUCTILE IRON

55 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-13

A1080 61102-3750 12-INCH WATERLINE, DUCTILE IRON

612 LNFT $____________ $____________

A1100 61104-0700 VALVE, GATE, 4-INCH

3 EACH $____________ $____________

A1120 61104-0800 VALVE, GATE, 6-INCH

7 EACH $____________ $____________

A1140 61104-0900 VALVE, GATE, 8-INCH

10 EACH $____________ $____________

A1160 61104-0950 VALVE, GATE, 10-INCH

1 EACH $____________ $____________

A1180 61104-1000 VALVE, GATE, 12-INCH

2 EACH $____________ $____________

A1200 61106-0000 FIRE HYDRANT

6 EACH $____________ $____________

A1220 61114-0500 WATER SYSTEM ACCESSORY, BRANCH , 12"x 6" Wye

1 EACH $____________ $____________

A1240 61114-0500 WATER SYSTEM ACCESSORY, BRANCH , 12"x 4" Tee

1 EACH $____________ $____________

A1260 61114-0500 WATER SYSTEM ACCESSORY, BRANCH , 12"x 6" Tee

1 EACH $____________ $____________

A1280 61114-0500 WATER SYSTEM ACCESSORY, BRANCH , 12"x 8" Tee

1 EACH $____________ $____________

A1300 61114-0500 WATER SYSTEM ACCESSORY, BRANCH , 8"x 8" Tee

2 EACH $____________ $____________

A1320 61114-0500 WATER SYSTEM ACCESSORY, BRANCH , 8"x 6" Tee

5 EACH $____________ $____________

A1340 61114-0500 WATER SYSTEM ACCESSORY, BRANCH , 8"x 4" Tee

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-14

A1360 61114-1000 WATER SYSTEM ACCESSORY, BEND 12-Inch, 22.5-Degree

1 EACH $____________ $____________

A1380 61114-1000 WATER SYSTEM ACCESSORY, BEND 12-Inch, 11.25-Degree

1 EACH $____________ $____________

A1400 61114-1000 WATER SYSTEM ACCESSORY, BEND ,12-Inch, 45-Degree

1 EACH $____________ $____________

A1420 61114-1000 WATER SYSTEM ACCESSORY, BEND , 8-Inch, 11.25-Degree

4 EACH $____________ $____________

A1440 61114-1000 WATER SYSTEM ACCESSORY, BEND , 8-Inch, 22.5-Degree

1 EACH $____________ $____________

A1460 61114-1000 WATER SYSTEM ACCESSORY, BEND , 8-Inch, 45-Degree

4 EACH $____________ $____________

A1480 61114-1000 WATER SYSTEM ACCESSORY, BEND , 6-Inch, 45-Degree

1 EACH $____________ $____________

A1500 61114-1000 WATER SYSTEM ACCESSORY, BEND , 4-Inch, 45-Degree

2 EACH $____________ $____________

A1520 61114-1000 WATER SYSTEM ACCESSORY, BEND , 4-Inch, 22.5-Degree

1 EACH $____________ $____________

A1540 61114-1000 WATER SYSTEM ACCESSORY, BEND , 10-Inch, 45-Degree

2 EACH $____________ $____________

A1560 61114-1500 WATER SYSTEM ACCESSORY, TIE-IN

7 EACH $____________ $____________

A1580 61114-5000 WATER SYSTEM ACCESSORY, CURB STOP, 1-INCH , Saddle, Pump Out Drain

1 EACH $____________ $____________

A1600 61114-7000 WATER SYSTEM ACCESSORY, COUPLING , 10-Inch

1 EACH $____________ $____________

A1620 61114-7000 WATER SYSTEM ACCESSORY, COUPLING , 8-Inch

4 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-15

A1640 61114-7000 WATER SYSTEM ACCESSORY, COUPLING , 6-Inch

1 EACH $____________ $____________

A1660 61114-8000 WATER SYSTEM ACCESSORY, REDUCER , 10"x 8"

1 EACH $____________ $____________

A1680 61201-0000 SEWER SYSTEM

ALL LPSM $___LPSM_____ $____________

A1700 61501-0100 SIDEWALK, CONCRETE (6-Inch Depth)

25 SQYD $____________ $____________

A1720 61501-0100 SIDEWALK, CONCRETE (4-Inch Depth)

910 SQYD $____________ $____________

A1740 61501-0100 SIDEWALK, CONCRETE (Driveway Approach With Asphalt Tie)

20 SQYD $____________ $____________

A1760 61504-1000 ACCESSIBILITY RAMP, CONCRETE (6-Inch Thick, Includes Truncated Domes)

30 SQYD $____________ $____________

A1780 61504-1000 ACCESSIBILITY RAMP, CONCRETE (Includes Truncated Domes)

230 SQYD $____________ $____________

A1800 61902-1400 GATE, METAL, 16 FEET WIDTH

1 EACH $____________ $____________

A1820 61904-0000 BOLLARD POST

3 EACH $____________ $____________

A1840 61920-1000 REMOVE AND RESET BOLLARD POST

6 EACH $____________ $____________

A1860 62011-0300 STONE MASONRY HEADWALL FOR 18-INCH PIPE CULVERT

11 EACH $____________ $____________

A1880 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

3 EACH $____________ $____________

A1900 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

200 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-16

A1920 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY

100 HOUR $____________ $____________

A1940 62201-2360 VACUUM SWEEPER

200 HOUR $____________ $____________

A1960 62201-3000 HYDRAULIC EXCAVATOR (138 HP Minimum With 3740 LB Minimum Hammer

Attachment)

70 HOUR $____________ $____________

A1980 62201-3000 HYDRAULIC EXCAVATOR (Mini, 35 HP Min, 5' Min Blade Width)

120 HOUR $____________ $____________

A2000 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

70 HOUR $____________ $____________

A2020 62301-0000 GENERAL LABOR

500 HOUR $____________ $____________

A2040 62302-0000 SPECIAL LABOR (Stone Mason)

200 HOUR $____________ $____________

A2060 62302-0000 SPECIAL LABOR , Carpenter

150 HOUR $____________ $____________

A2080 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

17,600 SQYD $____________ $____________

A2100 62516-1000 MULCHING, DRY METHOD (1-Inch Depth)

17,600 SQYD $____________ $____________

A2120 62630-0300 PLANTINGS, SEEDLINGS, CONTAINER GROWN (Sage Brush, Artemisia Tridenate, #2 Pot)

75 EACH $____________ $____________

A2140 62630-0350 PLANTINGS, TREES, BALLED AND BURLAPPED (Rocky Mountain Juniper, Native

Juniperus Scopulorum, 4-5" Height)

25 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-17

A2160 62903-0000 CELLULAR CONFINEMENT SYSTEM (Geocell)

170 SQYD $____________ $____________

A2180 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (Type 4)

5 EACH $____________ $____________

A2200 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (Type 1)

5 EACH $____________ $____________

A2220 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (Type 2)

4 EACH $____________ $____________

A2240 63302-0000 SIGN SYSTEM

140 SQFT $____________ $____________

A2260 63318-1000 SNOW POLE HOLDER

210 EACH $____________ $____________

A2280 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID (White)

6,960 LNFT $____________ $____________

A2300 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID (Yellow)

6,500 LNFT $____________ $____________

A2320 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID (White, Parking Stalls, ADA, And Median

Striping)

6,207 LNFT $____________ $____________

A2340 63401-0800 PAVEMENT MARKINGS, TYPE D, BROKEN (Yellow)

90 LNFT $____________ $____________

A2360 63401-0800 PAVEMENT MARKINGS, TYPE D, BROKEN (White)

633 LNFT $____________ $____________

A2380 63401-0850 PAVEMENT MARKINGS, TYPE D, DOTTED (White)

550 LNFT $____________ $____________

A2400 63403-0400 PAVEMENT MARKINGS, TYPE D ,SOLID (White, Crosswalks and Stop Lines)

373 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-18

A2420 63405-1650 PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY SYMBOL (White)

3 EACH $____________ $____________

A2440 63501-0000 TEMPORARY TRAFFIC CONTROL (Pedestrian Access Plan and Implementation)

ALL LPSM $___LPSM_____ $____________

A2460 63501-0000 TEMPORARY TRAFFIC CONTROL (Portable Changeable Message Sign)

ALL LPSM $___LPSM_____ $____________

A2480 63501-0000 TEMPORARY TRAFFIC CONTROL , Temporary Bypass Road

ALL LPSM $___LPSM_____ $____________

A2500 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

4 EACH $____________ $____________

A2520 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

200 EACH $____________ $____________

A2540 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

A2560 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

1,680 LNFT $____________ $____________

A2580 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

1,029 SQFT $____________ $____________

A2600 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

5,300 HOUR $____________ $____________

A2620 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

400 DAY $____________ $____________

A2640 63601-6000 SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM

ALL LPSM $___LPSM_____ $____________

A2660 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

4 EACH $____________ $____________

A2680 63610-1600 CONDUIT, 2-INCH, PVC

2,550 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-19

A2700 63610-2200 CONDUIT, 3-INCH, PVC

280 LNFT $____________ $____________

A2720 63610-2800 CONDUIT, 4-INCH, PVC

2,550 LNFT $____________ $____________

A002 A2740 63621-3000 UTILITY BOX, JUNCTION BOX

1 EACH $____________ $____________

A2760 63641-0100 RELOCATE LUMINAIRE

2 EACH $____________ $____________

A2780 64604-3000 FIXTURE, PEDESTRIAN RAILING

1,000 LNFT $____________ $____________

A2800 64620-1000 REMOVE AND RESET HISTORIC MARKER

1 EACH $____________ $____________

A2820 67001-0000 PROJECT LUMP SUM

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:North Entrance A002 Revised by Amendment A002

F-87 DIVISION 600

Special Contract Requirements Project: MT NPS YELL 11(2), North Entrance

Section 636. — TRAFFIC SIGNAL, TRAFFIC COUNTER, LIGHTING, AND ELECTRICAL SYSTEMS

08/01/45–FP14

Materials

636.02. Add the following to the material list:

Cover Plastic Lining 725.12 Detectable warning tape Marking Tape 725.33 725.39

Construction Requirements

636.04 General. Add the following:

All Northwestern Energy utility facilities shown on the plans have been made known by reasonable means and from existing records, but are not guaranteed as shown. Exercise extreme caution whenever construction crosses or is in close proximity to utility lines.

All trenching work will be inspected and approved by the CO prior to backfilling.

Request utility locates and trench inspections, material removals, installations, modifications, relocations, system shut downs, and activations with each utility listed in Subsection 107.02.

Request utility facility locates within, and in close-proximity to, the project limits that may conflict with the contracted work.

Locate utility facilities before starting excavation and removal operations according to the utility relocation plan of Subsection 107.02. Stakeout all proposed utility pull box, junction box, street lights, and pedestal locations for verification by the CO before proceeding. The CO and C

Contractor will establish the exact location of each system component and proposed pull box, junction box, street light, and pedestal locations.

636.05 Conduit. Delete this Subsection and substitute the following:

(a) Installation. Maintain a minimum 12-inch horizontal separation between electric supply conduits and other conduits, including communication fiber optic supply conduits, or facilities.

Orient utilities in the common trench as shown on the Plans. Do not stack conduits vertically to achieve required separation.

Burial depth, top of the conduit and the final ground elevation, shall be a minimum 30 inches to 48 inches cover for facilities operating at voltages greater than 600 volts (primary) and a minimum of 24 inches to 30 inches cover for facilities operating at voltages of 600 volts or less (services); when not shown on the plans.

The use of a high pressure stream of liquid (jetting) to create a cavity for subsequent placement of a utility line conduit is not permitted.

Revised by Amendment A002

F-89 DIVISION 600

Special Contract Requirements Project: MT NPS YELL 11(2), North Entrance

636.06 Traffic Signal and Lighting Systems. Delete the title and text of this Subsection and substitute the following:

636.06 Luminaire Installation.

Remove and reset existing luminaires.

Install detectable warning tape at 12 inches below grade directly above electrical conduit.

Install concrete footing for each light pole as shown in the Plans. Install 5/8 inch by 8 feet ground rod at each location buried in the concrete and grounded to (a) the light pole (b) the system ground wire (c) the re-bar cage in the concrete footing, with number 6 solid bare copper. Allow 1 inch reveal from edge of pole base to edge of concrete. Install anchor bolts according to manufacturer’s pattern during concrete pour. Assemble light as per manufacturer’s instructions.

All lights to have external fuse disconnect in junction box between the power source and the light pole.

636.07 Traffic Counter. Add the following:

Coordinate with CO for the final location of the traffic counter inside the Main Entrance Station.

636.08 Traffic Loop. Add the following:

Install the inductive loops in the bottom lift of the asphalt concrete pavement.

Loops designed for installation under overlays are allowed if they conform to Subsection 636.03, and are installed according to the manufacturer’s recommendations to the plan depths shown.

636.12 Acceptance. Add the following:

Painting of exposed metal surfaces will be evaluated under Section 563.

Measurement

636.13 Add the following:

Do not measure detectable warning tape for payment.

Measure conduits by the linear foot, including each conduit run placed in a singular trench. Provide trench, bury, compact backfill and return landscape to pre-construction condition as part of the 63610-1600 Conduit, 2-Inch, PVC pay item, the 63610-2200 Conduit, 3-Inch, PVC pay item and the 63610-2800 Conduit, 4- Inch PVC Pay item.

Saw cuts of the roadway or pathway surface, installation of the loop cable and epoxy seal of the saw cut at the loop cable installation will not be measured and paid for separately but included in the pay item 63602-6020 System Installation, Traffic Detector Wire Loop.

NORTH ENTRANCE STATION YNPNES_02

YELLOWSTONE NATIONAL PARK

DIVISION 09 - FINISHES

092900 GYPSUM BOARD

096513 RESILIENT BASE AND ACCESSORIES

096519 RESILIENT TILE FLOORING

096813 TILE CARPETING

099000 INTERIOR PAINTING

099113 EXTERIOR PAINTING

DIVISION 10 - SPECIALTIES

100213 RECYCLED POLYVINYL SAFETY FLOORING

101100 VISUAL DISPLAY UNITS

102600 WALL AND DOOR PROTECTION

102800 TOILET ACCESSORIES

104400 FIRE PROTECTION SPECIALTIES

105113 METAL LOCKERS

105613 METAL STORAGE SHELVING

107516 GROUND-SET FLAGPOLES

DIVISION 11 - EQUIPMENT

113013 RESIDENTIAL APPLIANCES

DIVISION 12 - FURNISHINGS

122413 ROLLER WINDOW SHADES

123661.16 SOLID SURFACING COUNTERTOPS

DIVISION 21 - FIRE SUPPRESSION

211313 FIRE SPRINKLER SYSTEM

DIVISION 22 - PLUMBING

220517 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

220519 METERS AND GAGES FOR PLUMBING PIPING

220523.12 BALL VALVES FOR PLUMBING PIPING

220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

220548 VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND EQUIP

220553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

220719 PLUMBING PIPING INSULATION

221116 DOMESTIC WATER PIPING

221119 DOMESTIC WATER PIPING SPECIALTIES

221316 SANITARY WASTE AND VENT PIPING

221319 SANITARY WASTE PIPING SPECIALTIES

221319.13 SANITARY DRAINS

223300 ELECTRIC, DOMESTIC-WATER HEATERS

224100 RESIDENTIAL PLUMBING FIXTURES

224216.13 COMMERCIAL LAVATORIES

224216.16 COMMERCIAL SINKS

TABLE OF CONTENTS 2

3. Exposed Finish: Prime.

2.4 EXTERIOR STANDARD STEEL DOORS AND FRAMES

A. Construct hollow-metal doors and frames to comply with standards indicated for materials, fabrication, hardware locations, hardware reinforcement, tolerances, and clearances, and as specified.

B. Extra-Heavy-Duty Doors and Frames: SDI A250.8, Level 3; SDI A250.4, Level A.

1. Doors:

a. Type: As indicated in the Door and Frame Schedule.

b. Thickness: 1-3/4 inches.

c. Face: Embossed metallic-coated steel sheet, minimum thickness of 0.042 0.053 inch, with minimum A40 coating.

d. Edge Construction: Model 2, Seamless.

e. Edge Bevel: Provide manufacturer's standard beveled or square edges.

f. Top Edge Closures: Close top edges of doors with flush closures of same material as face sheets. Seal joints against water penetration.

g. Bottom Edges: Close bottom edges of doors with end closures or channels of same material as face sheets. Provide weep-hole openings in bottoms of exterior doors to permit moisture to escape.

h. Core: Polyurethane or Polystyrene.

2. Frames:

a. Materials: Metallic-coated steel sheet, minimum thickness of 0.053 inch, with minimum A40 coating.

b. Construction: Full profile welded.

3. Exposed Finish: Prime.

2.5 FRAME ANCHORS

A. Jamb Anchors:

1. Stud-Wall Type: Anchors of minimum size and type required by applicable door and frame standard, and suitable for performance level indicated.

2. Quantity: Minimum of three anchors per jamb, with one additional anchor for frames with no floor anchor. Provide one additional anchor for each 24 inches of frame height above 7 feet.

3. Postinstalled Expansion Anchor: Minimum 3/8-inch- diameter bolts with expansion shields or inserts, with manufacturer's standard pipe spacer.

B. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor.

C. Material: ASTM A 879/A 879M, Commercial Steel (CS), 04Z coating designation; mill phosphatized.

HOLLOW METAL DOORS AND FRAMES 081113 - 4

SECTION 083483 - FLOOR DOORS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2

SUMMARY

A. Section includes floor doors.

1.3

ACTION SUBMITTALS

A. Product Data: For each type of product.

1. Include construction details, fire ratings, materials, individual components and profiles, and finishes.

B. Product Schedule: For floor doors.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Fire-Rated Floor Doors: Assemblies complying with NFPA 80 that are listed and labeled by a qualified testing agency according to NFPA 288.

2.2

ALUMINUM FLOOR DOORS

A. Angle Frame Aluminum Floor Door:

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:

a. Acudor Products, Inc.

b. Bilco Company (The).

c. JL Industries, Inc.; a division of the Activar Construction Products Group.

d. Milcor; Commercial Products Group of Hart & Cooley, Inc.

e. Nystrom, Inc.

2. Frame: Mill finish aluminum, angle profile.

FLOOR DOORS 083483 - 1

2.1 MANUFACTURERS

A. Source Limitations: Obtain wall- and door-protection products of each type from single source from single manufacturer.

2.2 PERFORMANCE REQUIREMENTS

A. Surface Burning Characteristics: Comply with ASTM E84 or UL 723; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency.

1. Flame-Spread Index: 25 or less.

2. Smoke-Developed Index: 450 or less.

B. Regulatory Requirements: Comply with applicable provisions in the U.S. Architectural &

Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines for Buildings and Facilities and ICC A117.1.

2.3 CORNER GUARDS

A. Surface-Mounted, Plastic-Cover Corner Guards: Manufacturer's standard, PVC-free assembly consisting of snap-on, resilient plastic cover installed over retainer; including mounting hardware; fabricated with 90- or 135-degree turn to match wall condition.

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

a. American Floor Products Company, Inc.

b. Construction Specialties, Inc.

c. Inpro Corporation.

d. JL Industries, Inc.; a division of the Activar Construction Products Group.

e. Korogard Wall Protection Systems; a division of RJF International Corporation.

f. Musson Rubber Co.

g. Nystrom, Inc.

h. Pawling Corporation.

i. Tepromark International, Inc.

j. WallGuard.com.

k.a. wallProtex.

B. Flush-Mounted, Plastic-Cover Corner Guards 'CG1': Manufacturer's standard, PVC-free assembly consisting of snap-on, resilient plastic cover that is flush with adjacent wall surface, installed over retainer; including mounting hardware; fabricated with 90- or 135-degree turn to match wall condition; full wall height.

WALL AND DOOR PROTECTION 102600 - 3

NORTH ENTRANCE STATION

YNPNES_02

VISUAL DISPLAY UNITS 101100 - 1

SECTION 101100 - VISUAL DISPLAY UNITS

1.1 RELATED DOCUMENTS

1.2 SUMMARY

A. Section Includes:

1. Visual display board assemblies.

2. Floor-to-ceiling visual display assemblies.

3. Rail support systems for visual display board assemblies.

4. Modular support systems for visual display board assemblies.

5. Sliding visual display units.

6. Visual display conference units.

7. Glass markerboards.

8. Display rails.

9. Natural-slate chalkboards.

1.3 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1.4 ACTION SUBMITTALS

1. Include construction details, material descriptions, dimensions of individual components and profiles, finishes, and accessories for visual display units.

2. Include electrical characteristics for motorized units.

B. Shop Drawings: For visual display units.

1. Include plans, elevations, sections, details, and attachment to other work.

2. Show locations of panel joints.

3. Show locations and layout of special-purpose graphics.

4. Include sections of typical trim members.

5. Include wiring diagrams for power and control wiring.

C. Samples for Initial Selection: For each type of visual display unit indicated, for units with factory-applied color finishes, and as follows:

VISUAL DISPLAY UNITS 101100 - 2

1. Samples of facings for each visual display panel type, indicating color and texture.

2. Fabric swatches of fabric facings for tackboards.

3. Actual factory-finish color samples, applied to wood substrate.

4. Include accessory Samples to verify color selected.

D. Samples for Verification: For each type of visual display unit indicated.

1. Visual Display Panel: Not less than 8-1/2 by 11 inches (215 by 280 mm), with facing, core, and backing indicated for final Work. Include one panel for each type, color, and texture required.

2. Trim: 6-inch- (150-mm-) long sections of each trim profile.

3. Display Rail: 6-inch- (150-mm-) long section of each type.

E. Product Schedule: For visual display units. Use same designations indicated on Drawings.

1.5 INFORMATIONAL SUBMITTALS

A. Qualification Data: For Installer.

B. Product Test Reports: For each visual display unit, for tests performed by manufacturer and witnessed by a qualified testing agency.

C. Sample Warranties: For manufacturer's special warranties.

1.6 CLOSEOUT SUBMITTALS

A. Maintenance Data: For visual display units to include in maintenance manuals.

1.7 QUALITY ASSURANCE

A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer.

1.8 DELIVERY, STORAGE, AND HANDLING

A. Deliver factory-fabricated visual display units completely assembled in one piece. If dimensions exceed maximum manufactured unit size, or if unit size is impracticable to ship in one piece, provide two or more pieces with joints in locations indicated on approved Shop Drawings.

1.9 FIELD CONDITIONS

A. Environmental Limitations: Do not deliver or install visual display units until spaces are enclosed and weathertight, wet-work in spaces is complete and dry, work above ceilings is complete, and temporary HVAC system is operating and maintaining ambient temperature and humidity conditions at occupancy levels during the remainder of the construction period.

VISUAL DISPLAY UNITS 101100 - 3

1.10 WARRANTY

A. Special Warranty for Porcelain-Enamel Face Sheets: Manufacturer agrees to repair or replace porcelain-enamel face sheets that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Surfaces lose original writing and erasing qualities.

b. Surfaces exhibit crazing, cracking, or flaking.

2. Warranty Period: 50 years from date of Substantial Completion.

3. Warranty Period: Life of the building.

A. Surface-Burning Characteristics: Comply with ASTM E84; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency.

1. Flame-Spread Index: 25 or less.

2. Smoke-Developed Index: 450 or less.

B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

2.2 VISUAL DISPLAY BOARD ASSEMBLY 'WH1'

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:

1. AARCO Products, Inc.

2. Aywon.

3. Claridge Products and Equipment, Inc.

B. Visual Display Board Assembly: Factory fabricated.

1. Assembly: Markerboard.

2. Corners: Square. 5/8” aluminum trim.

3. Width: As indicated on Drawings.

4. Height: As indicated on Drawings.

5. Mounting Method: Direct to wall.

6. Marker Tray: Aluminum accessory tray, 12 inches wide, satin anodized finish.

C. Markerboard Panel: High-pressure markerboard laminate-faced markerboard panel on core indicated.

1. Color: White.

VISUAL DISPLAY UNITS 101100 - 4

D. Tackboard Panel: Plastic-impregnated-cork tackboard panel on core indicated.

1. Fabric Wrapped Edge: Wrap edge of tackboard panel with fabric facing.

2. Color and Pattern: As selected by Contracting Officer from full range of industry colors.

E. Factory-Applied Wood Trim: Manufacturer's standard species, not less than 1/2 inch (13 mm) thick; of size and shape indicated on Drawings with transparent finish.

F. Joints: Make joints only where total length exceeds maximum manufactured length. Fabricate with minimum number of joints, balanced around center of board, as acceptable to Contracting Officer.

2.3 VISUAL DISPLAY BOARD ASSEMBLY 'TC1'

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:

1. AARCO Products, Inc.

2. Aywon.

3. Claridge Products and Equipment, Inc.

B. Visual Display Board Assembly: Factory fabricated.

1. Assembly: Tackboard.

2. Corners: 5/8” aluminum trim.Square.

3. Width: As indicated on Drawings.

4. Height: As indicated on Drawings.

5. Mounting Method: Direct to wall.

C. Tackboard Panel: Plastic-impregnated-cork tackboard panel on core indicated.

1. Fabric Wrapped Edge: Wrap edge of tackboard panel with fabric facing.

2. Color and Pattern: As selected by Contracting Officer from full range of industry colors.

D. Factory-Applied Wood Trim: Manufacturer's standard species, not less than 1/2 inch (13 mm) thick; of size and shape indicated on Drawings with transparent finish.

E. Joints: Make joints only where total length exceeds maximum manufactured length. Fabricate with minimum number of joints, balanced around center of board, as acceptable to Contracting Officer.

2.4 MATERIALS

A. Plastic-Impregnated-Cork Sheet: Seamless, homogeneous, self-sealing sheet consisting of granulated cork, linseed oil, resin binders, and dry pigments that are mixed and calendared onto fabric backing; with washable vinyl finish and integral color throughout.

B. Polyester Fabric: Nondirectional weave, 100 percent polyester; weighing not less than 15 oz./sq.

yd. (508 g/sq. m); with surface-burning characteristics indicated.

METAL STORAGE SHELVING 105613 - 1

SECTION 105613 - METAL STORAGE SHELVING

1.1 RELATED DOCUMENTS

1.2 SUMMARY

A. Section Includes:

1. Post-and-beam metal storage shelving.

1.3 COORDINATION

A. Coordinate sizes and locations of blocking and backing required for installation of metal storage shelving attached to wall and ceiling assemblies.

B. Coordinate locations and installation of metal storage shelving that may interfere with ceiling systems including lighting, HVAC, speakers, sprinklers, access panels, electrical switches or outlets, and floor drains.

1.4 ACTION SUBMITTALS

1. Include rated capacities, construction details, material descriptions, dimensions of individual components and profiles, and finishes for metal storage shelving.

B. Shop Drawings: For metal storage shelving.

1. Include plans, elevations, sections, and attachment details.

2. Include installation details of connectors, lateral bracing, and special bracing.

C. Samples for Initial Selection: For each type of metal storage shelving with factory-applied color finishes.

1. Include Samples of accessories involving color selection.

D. Delegated-Design Submittal: For seismic restraint of metal storage shelving.

E. Sustainability: Statement of recycle material, post-consumer content.

METAL STORAGE SHELVING 105613 - 2

1.5 INFORMATIONAL SUBMITTALS

A. Seismic Qualification Certificates: For metal storage shelving, accessories, and components, from manufacturer.

B. Product Certificates: For each type of metal storage shelving.

1.6 CLOSEOUT SUBMITTALS

A. Maintenance Data: For metal storage shelving to include in maintenance manuals.

1.7 FIELD CONDITIONS

A. Environmental Limitations: Do not deliver or install metal storage shelving until spaces are enclosed and weathertight, wet work in spaces is complete and dry, and temporary HVAC system is operating and maintaining ambient temperature and humidity conditions at levels intended for building occupants during the remainder of the construction period.

A. Delegated Design: Design metal storage shelving, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated.

B. Seismic Performance: Metal storage shelving shall withstand the effects of earthquake motions determined according to ASCE/SEI 7.

1. Seismic Component Importance Factor: 1.0.

2.2 POST-AND-BEAM METAL STORAGE SHELVING

A. Post-and-Beam Metal Shelving: Complying with MH 28.2; field-assembled from factory-formed components. Shelves are supported by beams that span between supporting corner posts that allow beam-height adjustment over full height of shelving unit. Provide fixed top and bottom beams, adjustable intermediate beams, and accessories indicated.

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:

a. Borroughs Corporation.

b. Lyon Workspace Products, LLC.

c. Penco Products, Inc.

d. Republic Storage Systems, LLC.

e. UNICOR.

METAL STORAGE SHELVING 105613 - 3

f. Western Pacific Storage Systems.

B. Load-Carrying Capacity per Shelf: 400 lb uniformly distributed.

C. Posts: Fabricated from cold-rolled steel; in manufacturer's standard shape; with perforations at

1-1/2 inches o.c. to receive beam-to-post connectors.

1. Unit Configuration: Configure shelving units as individual, freestanding assemblies.

2. Steel Thickness, Nominal: 0.075 inch.

D. Beams: Fabricated from cold-rolled steel; in manufacturer's standard shape. Provide beam at each side of each shelf, with center supports as required for load-carrying capacity of shelf.

1. Steel Thickness, Nominal: 0.075 inch.

2. Beam-to-Post Connectors: Projecting manufacturer's standard at each end that engage posts.

a. Top and Bottom Shelf Beams: Provide with double beam-to-post connectors.

b. Intermediate Shelf Beams: Provide with double beam-to-post connectors.

3. Beam Quantity: As required for number of shelves indicated per shelving unit.

E. Particleboard Shelves: 3/4 inch thick; factory or field cut.

F. Shelf Quantity: Four shelves per shelving unit in addition to top and bottom shelf.

G. Overall Unit Widths: 36 inches, 48 inches and 60 inches inclusive of two end posts.

H. Overall Unit Depths: 18 inches and 24 inches.

I. Overall Unit Height: 72 inches.

J. Accessories:

1. Tie Plates: Cold-rolled steel, finished to match posts; designed for joining posts of adjacent shelving units.

2. Supports: Back-to-wall type that bolt to posts; as required for shelving unit stability.

K. Steel Finish: Baked enamel or powder coat.

1. Color: Gray.

2.3 ANCHORS

A. Wall Anchors: Manufacturer's standard, galvanized-steel anchors designed to secure metal storage shelving to adjacent wall. Provide two per shelving unit for each shelving unit adjacent to a wall unless additional anchors are indicated in calculations.

METAL STORAGE SHELVING 105613 - 4

2.4 FABRICATION

A. Fabricate metal storage shelving components to provide field-assembled units that are square and rigid, with posts plumb and true and shelves flat and free of dents or distortion. Fabricate connections to form a rigid structure, free of buckling and warping.

1. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where possible. Locate joints where least conspicuous.

2. Build in straps, plates, brackets, and other reinforcements as needed to support shelf loading.

3. Cut, reinforce, drill, and tap metal fabrications to receive hardware, fasteners, and similar items.

B. Form metal in maximum lengths to minimize joints. Form bent-metal corners to smallest radius possible without causing grain separation or otherwise impairing the Work.

C. Form edges and corners free of sharp edges or rough areas. Fold back and crimp exposed edges of unsupported sheet metal to form a hem on the concealed side; ease edges of metal plate to radius of approximately 1/32 inch. Shear and punch metals cleanly and accurately. Remove burrs.

D. Weld corners and seams continuously to develop strength, minimize distortion, and maintain the corrosion resistance of base metals. At exposed locations, finish welds and surfaces smooth and blended so surface is smooth after finishing and contour of welded surface matches that of adjacent surface. Weld before finishing components to greatest extent possible. Remove weld spatter and welding oxides from exposed surfaces before finishing.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine areas, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.

B. Examine floors for suitable conditions where metal storage shelving will be installed.

C. Examine walls to which metal storage shelving will be attached for properly located blocking, grounds, or other solid backing for attachment of support fasteners.

D. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Vacuum and clean finished floor over which metal storage shelving is to be installed.

METAL STORAGE SHELVING 105613 - 5

3.3 INSTALLATION

A. Install metal storage shelving level, plumb, square, rigid, true, and with shelves flat and free of dents or distortion. Make connections to form a rigid structure, free of buckling and warping.

1. Install exposed connections with hairline joints, flush and smooth, using concealed fasteners where possible.

2. Install braces, straps, plates, brackets, and other reinforcements as needed to support shelf loading and as required for stability.

3. Install seismic restraints.

4. Connect side-to-side shelving units together.

5. Install shelves in each shelving unit at equal spacing.

a. Post-and-Beam Metal Storage Shelving: Install beams with beam-to-post connectors fully engaged in post perforations.

3.4 ERECTION TOLERANCES

A. Erect post-and-beam metal storage shelving to a maximum tolerance from vertical of 1/8 inch in 84 inches of height.

3.5 ADJUSTING

A. Adjust metal storage shelving so that connectors and other components engage accurately and securely.

B. Touch up marred finishes or replace metal storage shelving that cannot be restored to factory-finished appearance. Use only materials and procedures recommended or furnished by metal storage shelving manufacturer.

C. Replace metal storage shelving components that have been damaged beyond successful repair by finish touchup or similar minor repair procedures.

END OF SECTION 105613

INDEX TO SHEETS

A.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

D c p w w o r k d y e ll a c .d g n

MT NPS YELL 11(2)

A

M a y

S

B e lg a r d

C h e c k e d b y

D e s ig n e d b y

NPS Drwg. No. 101/109186

NPS PMIS No. 177136D

Sheet and Description

SECTION C SECTION D SECTION E Section F Section H Section I Section K Section L Section M Section N Section O Section P -

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS AND

PARKING

AREAS

WATERLINE DRAINAGE

EROSION

CONTROL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

UTILITIES

SANITARY

SEWER

STAGING

AND

STOCKPILE

AREAS

LANDSCAPI

NG

ALLOWANC

E

Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 4,234 216 4,450

A0140 15706-1000 SOIL EROSION CONTROL, INLET

PROTECTION EACH 14 14

A0160 15706-1600 SOIL EROSION CONTROL, Reese Creek

STABILIZED CONSTRUCTION EXIT EACH 1 1 Pit

A0180 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0200 20101-0000 CLEARING AND GRUBBING Contract

ACRE 5.3 0.1 0.4 0.2 6.0 Quantity CQ

A0220 20301-0100 REMOVAL OF BOLLARD EACH 6 1 7

A0240 20301-0200 REMOVAL OF BOULDER EACH 24 6 30

A0260 20301-0900 REMOVAL OF FIRE HYDRANT EACH 6 6

A0280 20301-1500 REMOVAL OF LIGHT POLE EACH 3 3

A0300 20301-1900 REMOVAL OF PIPE CULVERT EACH 3 3

A0320 20301-2400 REMOVAL OF SIGN EACH 31 31

A0340 20301-2700 REMOVAL OF STRUCTURE

(Building) EACH 1 1

A0360 20301-3200 REMOVAL OF VALVE (Water) EACH 12 12

A0380 20302-0500 REMOVAL OF CURB, CONCRETE LNFT 4 4

A0400 20302-0625 REMOVAL OF CURB, LOG LNFT 325 25 350

A0420 20302-0700 REMOVAL OF FENCE LNFT 63 17 80

A0440 20302-1400 REMOVAL OF GUARDRAIL, TIMBER LNFT 221 29 250

A0460 20302-2600 REMOVAL OF PAVEMENT MARKINGS LNFT 520 30 550

A0480 20303-0300 REMOVAL OF CONCRETE SQYD 120 41 9 170

A0500 20303-3200 REMOVAL OF SIDEWALK, CONCRETE SQYD 35 9 6 50

A0520 20401-0000 ROADWAY EXCAVATION Contract

CUYD 20,074 56 18 1,852 22,000 Quantity CQ

A0540 20411-0000 SELECT BORROW TON 21,139 813 2,048 24,000

A0560 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 1,269 91 1,360

A0580 25125-0000 BOULDER (Placement) EACH 23 2 25

A0600 30101-2000 AGGREGATE BASE GRADING D TON 4,994 130 216 5,340

A002 Revised by Amendment A002 Report Date: 05/06/20

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A -M a y-

:5

A

M

Remarks and/or

Determination of Estimated

Quantity

Pay Item Description Unit

Estimated Quantities c:

\p w -w o rk

\d

C o p y o f su m m a ry

.x ls m ]S h ee t

STATE PROJECT

B.1NPS YELL 11(2)MT

SHEET

NUMBER

NPS PMIS / 177136D

Drawing No: 101-109186

SECTION C SECTION D SECTION E Section F Section H Section I Section K Section L Section M Section N Section O Section P -

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS AND

PARKING

AREAS

WATERLINE DRAINAGE

EROSION

CONTROL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

UTILITIES

SANITARY

SEWER

STAGING

AND

STOCKPILE

AREAS

LANDSCAPI

NG

ALLOWANC

E

Bid Schedule

A0620 30203-2140 ROADWAY AGGREGATE, METHOD 2,

SURFACE COURSE, 6-INCH DEPTH,

FOR ACCESSIBLE PATHWAYS SQYD 18 18

A0640 30303-3000 ROADWAY RECONDITIONING SQYD 2,349 151 2,500

A0660 30901-2000 EMULSIFIED ASPHALT TREATED

AGGREGATE BASE, GRADING D TON 5,255 245 5,500

A0680 30910-0000 EMULSIFIED ASPHALT TON 105 3 108

A0700 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 4,782 97 121 5,000

A0720 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 48 2 50

A0740 41201-0000 TACK COAT TON 20 1 2 23

A0760 50101-2800 MINOR CONCRETE PAVEMENT,

PLAIN, 8-INCH DEPTH SQYD 4,819 141 4,960

A0780 60101-0000 CONCRETE (Stairs) CUYD 1 1

A0800 60201-0400 12-INCH PIPE CULVERT LNFT 63 7 70

A0820 60201-0600 18-INCH PIPE CULVERT LNFT 1,096 64 1,160

A0840 60201-0800 24-INCH PIPE CULVERT LNFT 564 26 590

A0860 60401-0000 MANHOLE EACH 3 3

A0880 60403-0000 INLET EACH 4 4

A0900 60403-0000 INLET (Type 2) EACH 10 10

A0920 60405-0000 MANHOLE ADJUSTMENT (Sanitary

Sewer) EACH 3 3

A0940 60901-1000 CURB, CONCRETE, 12-INCH DEPTH LNFT 117 168 25 310

A0960 60902-1000 CURB AND GUTTER, CONCRETE,

12-INCH DEPTH LNFT 1,799 2,703 148 4,650

A0980 60905-1000 GUTTER, CONCRETE (Valley) LNFT 115 5 120

A1000 61102-2750 4-INCH…