RAC Air Tankerbase Concrete Pad and Ramp Maintenance Solicitation.pdf

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TITLE SHEET

DESCHUTES

KEY MAP OF OREGON SHOWING LOCATION OF PROJECT

SQ YD

DRAWINGS FOR PROPOSED

FOREST

FOREST SERVICE - REGION SIX

UNITED STATES DEPARTMENT OF AGRICULTURE

DESCRIPTIONNO.

UNIT MANAGER APPROVED BY:

DATE

TECHNICALLY APPROVED BY:

PROJECT ENGINEER

FOREST ENGINEER

REDMOND AIR CENTER MANAGER

WORK AREA

LAKEVIEW

KLAMATH FALLS

MEDFORD

GRANTS PASS

GOLD

BEACH

ROSEBERG

COOS

BAY

BURNS

JOHN DAY

BAKER CITY

LA GRANDE

PENDLETON

PRINEVILLE

REDMOND

BEND

EUGENE

NEWPORT

LINCOLN

CITY

TILLAMOOK

GRESHAM

PORTLAND

SEASIDE

BROOKINGS

CORVALLIS

SALEM

HOOD

RIVER

THE

DALLES

1" = 15 MILES

DESIGNED BY:

PROJECT ENGINEER DATE

REVIEWED BY:

RAC AIRTANKER BASE CONCRETE MAINTENENCE

SISTERS

0 15105

N

Airtanker Ramp (WA-1)

Smokejumper Ramp (WA-2)

Airtanker Entry Road (WA-3)

MADRAS

P

R

O

J

E

C

T

L

A

I

DESCHUTES COUNTY

CROOK COUNTY

LANE COUNTY

JEFFERSON COUNTY

BEND

SISTERS REDMOND

PRINEVILLE

MITCHELL

MADRAS

WHEELER COUNTY

INDEX TO SHEETS

J

REDMOND AIR CENTER LOCATION

RECONST./CONST.

Construction/Maintenance

Maintenance

Construction/Maintenance

37,222

19,667

3,444

ESTIMATE OF QUANTITIES

LOCATION MAP

CONSTRUCTION OPERATIONS PLAN

SITE PLAN

WORK AREA #1 EXISTING CONDITIONS PLAN

WORK AREA #1 DEMOLITION PLAN

WORK AREA #1 SITE PLAN

WORK AREA #1 STRUCTURAL DETAILS

WORK AREA #1 PAVEMENT DETAILS

/s/ Peggy Fisher 2/14/2020

/s/ Peggy Fisher 2/14/2020

/s/ Chad Houchin 2/14/2020

/s/ Maurice Evans 2/14/2020

PAD AND RAMP MAINTENENCE

WORK AREA #1 PAD GRADING PLAN

WORK AREA #1 STRIPING PLAN

WORK AREA #2 SITE AND STRIPING PLAN

WORK AREAS #1-3 STRIPING DETAILS

WORK AREA #3 SITE AND STRIPING PLAN

GEOTECHNICAL ENGINEER DATE

/s/ Michael Chen 2/14/2020

AutoCAD SHX Text

J. SNYDER 4-8-87

FSLOGO.DWG

J. SNYDER 4-8-87

FSLOGO.DWG

RAC AIRTANKER BASE CONCRETE PAD AND RAMP MAINTENANCE

WA-1 WA-2 WA-3 TOTAL

PAY ITEM NUMBER DESCRIPTION

METHOD OF

MEASUREMENT

PAY UNIT QUANTITIES COMMENTS

BASE ITEMS

N/A

Sheet Title of

Scale

R-6

PACIFIC NORTHWEST REGION

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

D

U

F

M

G

Project Name

Forest

Sheet

RAC RAMP IMPROVEMENTS

1300(01)

Safety Plan Compliance Document

Lump Sum

All

Submittal of Safety Plan Compliance Document

1300(02)

Temporary Flagging, Marking and Signing

Full Implementation of Safety Plan for All Work Areas Per Specification 01160 and 01300 (Including but not limited to: Airport Security Requirements Safety Meetings, Barricade Placement, Traffic Signing, Foreign Object Debris Control, Utility Locate)

15101

Mobilization

15221

Construction Survey & Staking at WA-1

Use Drawings; Government To Provide ASCII File of Control and Final Grade Staking Points - See Sheet 11

15301

Quality Control

Includes All Requirements of 153 and Quality Control and Acceptance Testing Required for All Pay Items

20304

Removal of Asphalt Pavement, disposal method (a)

Square Yards

1,600

Includes Any Incidental Concrete That May Be Encountered

20403

Roadway Excavation and Embankment, Placement Method 1

CQ

Cubic Yards

Dispose all excess Base Rock, Volcanic Cinders, Volcanic Ash and Rock Off of Government Property. Quantities are In-Place Material Quantities

30101

Aggregate Base, Grading D

CQ

Cubic Yards

Quantities are Compacted In-Place to Dimensions As Shown on the Drawings

40304

Asphalt Concrete Type I, OR State DOT Level 3

Tons

Joint Sealing at PCC edges is Indirect to this Pay Item.

40603

Fog Seal

Square Yard

37,222

19,667

3,055

59,944

41102

Asphalt Prime Coat

Square Yard

To be applied before paving

41201

Asphalt Tack Coat

Tons

0.3

0.1

0.4

To Be applied between all lifts of Asphalt Paving

41401

Asphalt Pavement Crack Sealing and Filling

Foot

68,400

2,200

71,100

Route Cracks and Provide FOD Control Per Specifications

50103

Portland Cement Concrete Pavement

Cubic Yard

Pay Item Includes Joint Materials and Joint Construction

63404

Pavement Marking, Type B

Square Foot

1,435

2,912

Apply Two Coats for all Markings; Taxiway Non-Movement Line Marking (Type 3 Stripe) will require Type I glass beads, all other Markings do not require glass beads.

OCHOCO HWY

HWY 126

H

W

Y

S t h

V e r a n s y i p o

SE Salmon Av v

TAXILANE D

V d m

To Prineville 18 miles iv

Airtanker Ramp

Work Area #1

Smokejumper

Ramp

Work Area #2

Fence

Airtanker Entry Rd

Work Area #3

Redmond Airport

Location Map

1"=640'

Approx.

OCHOCO HWY

SE Salmon Av h m

Z

1,000' (typ.)

250'

250'

Smokejumper

Ramp

Access Gate E-5

USFS Redmond

Air Center RAC

Admin. Building

Access Gate F-2

200'

200'

Work Area #3

USFS Redmond

Cache Admin.

Building

GA Ramp

Place "Road Work

Ahead" Sign During

Construction Activity

HWY 126

Place "Road Work

Ahead" Sign During

Construction Activity

Airtanker Base

Access Gate E-3

E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S.

GENERAL NOTES:

1.) NO WORK EQUIPMENT, OR ACCESS WILL BE ALLOWED

WITHIN THE OBSTACLE FREE ZONE (OFZ) WITHOUT

AUTHORIZATION OF THE COR.

2.) THE LOCATION OF EXISTING UNDERGROUND UTILITIES

SHOWN THROUGHOUT THIS SET OF DRAWINGS ARE SHOWN IN

AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN

INDEPENDENTLY VERIFIED BY THE GOV'T.

THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION

OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND

AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL

DAMAGES WHICH MIGHT BE OCCASIONED BY THE

CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE

ANY AND ALL UNDERGROUND UTILITIES.

3.) ALL DISTURBED AREAS AS A RESULT OF CONTRACTOR'S

USE OF THE SITE SHALL BE RESTORED TO THE ORIGINAL OR

BETTER CONDITION AT NO ADDITIONAL COST TO THE GOV'T.

4.) ALL PAVEMENT SURFACES SHALL BE PROTECTED FROM

DAMAGE DUE TO CONSTRUCTION ACTIVITY. RESTORE

DAMAGED PAVEMENT TO ORIGINAL OR BETTER CONDITION

AT NO COST TO THE GOV'T.

5.) ALL EXCESS EXCAVATED MATERIAL (LIMITED TO:

ASPHALT, CONCRETE, BASE ROCK, VOLCANIC CINDERS,

VOLCANIC ASH, AND ROCK) SHALL BE DISPOSED OFF OF

GOVERNMENT PROPERTY.

6.) NO WORK SHALL OCCUR AT NIGHT UNLESS

APPROVED BY COR IN WRITING.

7.) CONTRACTOR SHALL CONTROL DUST AND SMOKE

RELATED TO THE CONSTRUCTION ACTIVITIES AT ALL

TIMES.

8.) NO SEPARATE MEASUREMENT OR PAYMENT WILL BE

MADE FOR ROCK EXCAVATION. THE GOV'T ASSUMES

NO RESPONSIBILITY FOR THE ACCURACY OF BORING

LOGS.

9.) CONTRACTOR SHALL KEEP ALL VEHICLES,

EQUIPMENT, MATERIALS, STOCKPILES, AND ANY OTHER

ITEM THAT COULD BE USED TO CLIMB OVER THE

AIRPORT SECURITY FENCE, AT LEAST 5' AWAY FROM

ANY PART OF THE AIRPORT SECURITY FENCE.

10.) SUBMIT AND ADHERE TO SIGN PLAN THAT IS

CONSISTENT WITH MUTCD STANDARDS, CITY OF

REDMOND REQUIREMENTS, AND ODOT REQUIREMENTS

(INCLUDING PERMIT IF REQUIRED) WHEN ENTERING OR

EXITING ONTO CITY STREETS WITH TRUCK TRAFFIC.

11.) REFER TO SHEET 5 FOR CONSTRUCTION

OPERATIONS PLAN.

12.) ALL EQUIPMENT USED FOR WORK SHALL BE

WASHED AND FREE OF WEEDS IN CONFORMANCE WITH

WEED AND DISEASE PREVENTION REQUIREMENTS.

13.) ALL MATERIAL IMPORTED FOR THE PROJECT

SHALL CONFORM TO WEED FREE REQUIREMENTS OF

SECTION 105. NOTIFY FS OF PROPOSED MATERIAL

SOURCES WITH ADEQUATE TIMING PER FSSS 105 SO

THAT PROPER INSPECTION AND CLEARANCE CAN BE

OBTAINED

Site Plan

1"=640' riv

Access to WA #2

Smokejumper Ramp

(Part B)

Smokejumper Ramp

(All)

(For Work Areas #1 and #2)

USFS RAC

Admin.

Work Area #3 (All)

FS Access

Gate

Legend

Work Area

Airport Pavement

Staging Area

Existing Building

Phase #1 Barricade

All Phase Barricade

/\/\ 1 \/\\/\/

USFS

Cache

Admin.

/\/\ ALL \/\/\/\/

(Part A)

PARKING

PARKING

Contractor Staging

Area

Access Gate E-3 (For Work Area #3)

Airtanker Base

E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S. E.S.

SEE NOTES FOR PHASE DESCRIPTIONS

GENERAL WORK AREA NOTES:

1.) THE CONTRACTOR SHALL BE RESTRICTED TO USE THE ENTRANCES AND

WORK AREAS SHOWN ON THE DRAWINGS. FOLLOW AIRPORT AND FAA SAFETY

PROCEDURES WHEN MOVING EQUIPMENT OR PERSONNEL. NO PERSONAL

VEHICLES SHALL BE ALLOWED INSIDE THE WORK AREAS. THE AIRPORT MAY

IMMEDIATELY REMOVE ANY PERSONNEL AND EQUIPMENT FROM THE SITE IN

VIOLATION OF AIRPORT SAFETY AND SECURITY PROCEDURES.

2.) DO NOT IMPACT TO AIRFIELD LIGHTING AND PAVEMENTS OUTSIDE OF WORK

AREA.

3.) LIMIT EQUIPMENT HEIGHT TO 10 FEET UNLESS OTHERWISE APPROVED BY

THE CO

4.) IN THE EVENT OF AN EMERGENCY, MOVE ALL EQUIPMENT AND PERSONNEL

TO THE CONTRACTOR'S STAGING AREA UNLESS OTHERWISE DIRECTED BY THE

CO. NOTIFY AIRPORT & COR IMMEDIATELY OF AN ACCIDENTS.

WORK AREA #1 #2 AND #3 NOTES:

1.) ALL CONSTRUCTION ITEMS WITHIN EACH WORK AREA SHALL BE

COMPLETED AND APPROVED BY THE COR PRIOR TO OPENING THE

WORK AREA.

2.) WORK AT ALL THREE PHASES MAY BE COMPLETED AT ANYTIME

DURING THE CONTRACT PERIOD OF PERFORMANCE WITH THE

EXCEPTION OF THE CRACK SEALING AND SEAL COATING OF WORK

AREA 1 (PART B), WHICH SHALL BE DONE AFTER COMPLETION OF THE

CONCRETE TANKER PAD AND AC PAVING WORK AREA 1 (PART A).

3.) ACCESS TO WORK AREA #2 SHALL BE VIA GRAVEL AREA JUST

SOUTH OF THE USFS CACHE ADMIN. BUILDING. NO ACCESS TO

TAXILANE D IS ALLOWED.

4.) FOR EACH PHASE OF WORK USE STAGED BARRICADE LAYOUT AS

SHOWN ON THE DRAWINGS. TO DELINEATE THE WORK AREA, WORK IN

WORK AREA #1 PART A SHALL HAVE PERIMETER OF BARRICADES AS

SHOWN ON THE DRAWING ABOVE. WORK IN WORK AREAS #1 PART B

AND #2 SHALL HAVE BARRICADES PLACED ON TAXIWAY D AT

LOCATIONS SHOWN ABOVE.

5.) ACCESS TO ANY WORK AREA MUST BE AUTHORIZED BY THE COR PRIOR

TO WORK IN THAT AREA. NOTIFY THE CO A MINIMUMN OF 72 HOURS PRIOR

TO BEGINNING WORK IN ANY AREA.

6.) PLACE LOW LEVEL BARRICADES, AND TUBULAR MARKERS AS SHOWN

AND AS DESCRIBED IN SECTION 01300 OF THE SPECIFICATIONS.

7.)CONTRACTOR SHALL NOT ENTER ANY ACTIVE RUNWAY SAFETY AREA OR

TAXIWAY SAFETY AREA WITHOUT AUTHORIZATION OF THE AIRPORT. SEE

SPECIFICATION 01300 ON AIRPORT SAFETY.

8.) FOR ADDITIONAL REQUIREMENTS FOR AIRPORT GENERAL

REQUIREMENTS AND AIRPORT SAFETY REFER TO SPECIFICATIONS 01160

AND 01300.

9.) FOUR TOTAL PHASES OF WORK INCLUDE:

#1) WORK AREA -1 (PART A)

#2) WORK AREA -1 (PART B)

#3) WORK AREA -2

#4) WORK AREA -3

5.) ACCESS SHALL OCCUR ONLY THROUGH GATES

DESIGNATED ON DRAWING.

6.) FOR ALL WORK IN WORK AREA #2 NO MOVEMENT OF

PERSONNEL OR VEHICLES SHALL OCCUR ONTO TAXILANE

D.

7.) AT BEGINNING OF SHIFT AND END OF SHIFT

CONTRACTOR REP. SHALL CHECK IN AND OUT WITH FS AT

AIR TANKER BASE ADMIN. BUILDING PER SPECIFICATION

01160.

8.) SUBMIT AND ADHERE TO SIGN PLAN THAT IS

CONSISTENT WITH MUTCD STANDARDS AND CITY OF

REDMOND & ODOT REQUIREMENTS (INCLUDING PERMIT IF

REQUIRED) WHEN ENTERING OR EXITING SITE WITH

TRUCK TRAFFIC .

Construction Operations Plan

1"=200'

BRASS CAPSBRASS CAPS

RETARDANT UTILITIES TYP.

EXISTING CONCRETE PADSEXISTING CONCRETE PADS

LEASE LINE

AIRTANKER RAMP

DRAIN

ADMIN BUILDING

EXISTING CONCRETE PADS

EDGE OF PAVEMENT

FENCE

AIRTANKER

RETARDANT TANKS

BLAST DEFLECTOR

TIEDOWN ANCHORS

ACCESS GATE E-5

RETARDANT UTILITIES TYP.

RAC CACHE ADMIN BUILDING

YELLOW

CENTERLINE

Taxilane B

Utilities

Tiedown Anchors

Existing Stripe

E.S.

CURB

WA-1 Existing Conditions Plan

1" = 80'

AIRTANKER RAMP

(DO NOT DISTURB

AREA BEYOND CUT)

Drain (Do Not Distrub)

REMOVE EXISTING ASPHALT

AND PAVEMENT SECTION

(Pay Item 20304)

Brass CapsBrass Caps

(Do Not

Disturb)

120'

Demo

Utility

Anchor

Existing Stripe

Saw Cut Line

RETARDANT

UTILITIES

E.S.

WA-1 DEMO PLAN

B

B

N = 20 (3-inch)

N = 5 (Std)

GROUND ELEV. 5004.0

EOH:

7'-4"

REFUSAL

ON ROCK

BH-2

0'-5"

5'-0"

DEPTH TO CONTACT SPT TESTING

N = 50/4" (Std)

7'-0"

N = 31 (3-inch)

N = 10 (Std)

EOH:

11'-6"

REFUSAL

ON ROCK

BH-1

0'-5"

5'-0"

N = 53 (Std)

DEPTH TO CONTACT SPT TESTING

N = 3 (Std)

11'-0"

0'-11"

0'-11"

SUBSURFACE PROFILE

LEGEND -

SUBSURFACE INVESTIGATION

ASPHALT

VOLCANIC CINDERS:

DENSELY COMPACTED SAND WITH

GRAVEL, WELL GRADED

VOLCANIC ASH:

MODERATELY COMPACTED SILTY

SAND, COHESIONLESS

FRESH, FRACTURED BASALTIC LAVA

BASEROCK:

DENSE GRAVEL WITH SAND

N = SPLIT SPOON TEST (SPT)

USING 3-INCH SAMPLER OR

STANDARD AND CATHEAD DRAIN (DO NOT DISTURB)

EDGE OF PAVEMENT

Crack Seal and Seal Coat Area

New Pavement

New Concrete

PROTECT

ANCHORS

FROM

FOG SEAL

EXISTING CONCRETE PAD

(DO NOT SEAL)

NEW CONCRETE PAD

100' X 100' X 11" depth

PER STRUCTURAL

DETAILS

EDGE OF

PAVEMENT

(DO NOT SEAL)

183'

C-130 WINGSPAN

CLEARANCE

(INFORMATIONAL ONLY)

CRACK SEAL AND

FOG SEAL WA-1 SURFACE

EXCLUDING CONCRETE PER

SPECIFICATIONS. CRACKS

RANGE FROM 1/4" To 3/4"

WIDE. (Pay Items 41401 & 40603)

RESTRIPE SURFACE PER

STRIPING PLAN (Pay Item 63404)

NEW PAVEMENT

TRANSITION SECTION

WA-1 SITE PLAN

CONTRACTION

JOINT

CONCRETE PAD 100' x 100'

CONCRETE

PAD

SAW CUT TO

EXISTING (MATCH

AND TACK EXISTING)

10'

CONSTRUCTION

25 FT UNIFORM

SPACING CENTERED

BETWEEN

12.5FT UNIFORM

SPACING

NOTE: USE BROOM

FINISH

1" DIA. DOWEL 19" LONG 12" O.C.

PAINT AND GREASE ONE END

(Pay Item 50103)

11"

5.5" +/- 1/2"

5.5" +/- 1/2"

ABC: 4 - INCHES

95 PERCENT COMPACTION

(Pay Item 30101)

SUBGRADE: 6-INCHES

(Pay Item 20403)

CONCRETE: 11-INCHES

SAWCUT OR FORMED

(N/A AT CONSTRUCTION

JOINTS)

5/8" BACKER ROD

1/2"

1" DIA. DOWEL 19" LONG 12" O.C.

PAINT AND GREASE ONE END

ABC: 4-INCHES

CONCRETE: 11-INCHES

1/4-INCH CHAMFER

FUEL RESISTANT

SEAL MATERIAL

PER SPECIFICATIONS

501 & 503

1/4"

2.75"

1 1/2"

CONCRETE PAD

JOINTS PER PLAN TYP.

SAW CUT(Pay Item 20304)

TACK OIL JOINT(Pay

Item 41201)

5"

2"

6"

THICKEN SLAB TO 13-3/4" AT EDGE PANELS

80'

THICKEN SLAB

AT EDGE

PANELS

EXISTING

SUBGRADE

ABC: 95 PERCENT

COMPACTION

EXISTING A.C.

EXISTING BASE

4'

LEAVE 4 FOOT (MIN)

OF UNDISTURBED

ASPHALT: 5-INCHES

(Pay Item 40304)

13 3/4"

PRIME COAT

(PAY ITEM 41102)

SEE DETAILS

TYP.

Scale: 1' = 30'

CONCRETE PAD PLAN

NTS

SECTION

DOWELED CONTRACTION JOINT

SEE DETAIL

CONSTRUCTION JOINT

DETAIL

CONCRETE PAD AND TRANSITION SECTION

WA-1 STRUCTURAL DETAILS

1" = 30'

SELF CONNECT PINS

ORANGE BODY

BATTERY POWERD RED LENS

STANDARD BARRICADE LIGHT

ORANGE/WHITE STRIPE

HIGH REFLECTIVE SHEETING

FILL WITH WATER

OR SAND

10"

6'-0"

8'-0"

LOW LEVEL BARRICADE DETAIL

Pay Item 1300(01)

1) PLACE BARRICADE PER THE PLANS

2.) BARRICADES SHALL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR PLACING, FILLING, EMPTYING, MOVING AND PROTECTING THE BARRICADES THROUGHOUT

THE DURATION OF THE PROJECT. BARRICADES SHALL REMAIN PROPERTY OF CONTRACTOR AND

SHALL BE MAINTAINED BY CONTRACTOR THROUGH THE PROJECT.

3.) IF CONTRACTOR USES SANDBAGS TO ANCHOR BARRICADES, USE "DOUBLE BAGS" OR OTHER MEASURES TO PREVENT SAND

FROM LEAVING OR MIGRATING THROUGH BAG FABRIC.

4.) IN THE EVENT OF A FOREST FIRE EMERGENCY CONTRACTOR SHALL BE PREPARED TO IMMEDIATELY REMOVE BARRICADES

FROM WEST END OF TAXILANE D TO ALLOW FOR AIRFCRAFT ACCESS FROM GA RAMP TO WA-2 (PART B).

NEW AC TO PCC JOINT

SILICONE JOINT SEAL

EXISTING PCC

PAVEMENT

ASPHALT TACK

COAT

NEW AC

Pay Item 40304

3/8" x 1 1/4" SAWCUT

1/8" CHAMFER (TYP.)

1/2" DIA. ROD

BACK-UP MATERIAL

PCC PAVEMENT

NEW ASPHALT

CONCRETE PAVEMENT

3/8"

Pay Item 40304

PAVEMENT DETAILS

WA-1

JOINTS TYP.

SEE SHEET 9

11" X 100' X 100'

MATCH ELEVATION OF

EXISTING ASPHALT AT

SAW CUT LINE

ANCHORS

(TYP.)

Existing Structure

Existing Contour

(0.1' Interval)

JOINTS TYP.

SEE SHEET 9

FINISH GRADE

SURVEY POINTS TYP.

TO BE PROVIDED

BY GOV'T UPON

CONTRACT AWARD

SURVEY NOTES:

1.) SURVEY COMPLETED BY USFS

USING TOPCON ROBOTIC TOTAL

STATION

2.) TRAVERSE SURVEY LOOP SET

AS CONTROL AND SHOWN ON

SITE PLAN AS "TRAV"

3.) TRAVERSE CONTROL POINTS

ESTABLISHED WITH PK NAIL IN

ASPHALT UNLESS NOTED

OTHERWISE ON DRAWING

4.) SURVEY IS BASED OFF

ARBITARY COORDINATES AND

ARBITRARY ELEVATION.

5.) NORTH BASED ON COMPASS

READING

AT EXTERIOR POINTS

MATCH SAW CUT ELEVATION

WA-1 PAD GRADING PLAN

1" = 20'

BRASS CAPS

LEASE LINE AND

EXTENT OF ASPHALT

MAINTENANCE

DRAIN (DO NOT DISTRUB)

BRASS CAPS

(DO NOT

DISTURB)

r r r r r r r r r r

APPLY TYPE 4 STRIPE

PER DETAIL 5, SHEET 14

(Pay Item 63404) r r r ip

Existing Structure

New Concrete Pad

New Asphalt

Fog Seal Area

Striping Type 1

Stripng Type 3

Striping Type 4

Utilities

Anchors

Stripe 1

Stripe 3

PAD TYP.

STRIPING NOTES:

1.) GOV'T TO PROVIDE SURVEY

ASCII FILE OF POINTS FOR START

AND STOP OF LINES

UPON AWARD OF CONTRACT

FOR CONTRACTOR TO MARK

(Pay Item 15221) r r r r r r r r r r r r r r r r r r r r

APPLY (1)TYPE 1 STRIPE

PER DETAIL 4, SHEET 14

APPLY (2) TYPE 1 STRIPES

Stripe 4

APPLY TYPE 3 STRIPE

PER DETAIL 3, SHEET 14

SEE DETAILS 1 AND 2 ON

SHEET 15 FOR NEW AND

EXISTING PAD

STRIPING PLANS

(Pay Item 71801)

SEE DETAILS 1 AND 2 ON

SHEET 14 FOR NEW AND

EXISTING PAD

STRIPING PLANS

WA-1 STRIPING PLAN

AIRCRAFT

HANGER

CONCRETE

APRON

ParaLoft

Existing Concrete

Pad

Work Area

STRIPING NOTES:

1.) GOV'T TO PROVIDE SURVEY

ASCII FILE OF POINTS FOR START

AND STOP OF LINES

UPON AWARD OF CONTRACT

FOR CONTRACTOR TO MARK

(Pay Item 15221)

DISCONNECT CABLES PRIOR TO

ASPHALT MAINTENANCE AND

RECONNECT TO ANCHORS

UPON COMPLETION (2 TOTAL)

Stripe 3 Stripe 3 Stripe 3

Type 1 Stripe

Type 2 Stripe (Not used)

Type 3 Stripe

Cable (Existing)

Stripe 2 Stripe 2

Manhole

Water Valve Cover

Hydrant

Stripe 1 Stripe 1

C. C. C. C. C. C.

APPLY TYPE 3

STRIPE

APPLY TYPE 1

STRIPE TYP.

9 LOCATIONS

32"

20" tr r i p r i p r i p r i p r i p r i p r i p r i p r i p

Stripe 1 Stripe 1 Stripe 1 Stripe 1 r i p

Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 r i p r i p

Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 Stripe 1 r i p r i p r i p r i p

CRACK SEAL AND FOG SEAL

WA-2 SURFACE

EXCLUDING CONCRETE PER

SPECIFICATIONS. CRACKS

WIDE.

(Pay Items 40603 & 41401)

RESTRIPE SURFACE PER

STRIPING PLAN (Pay Item

63404)

EXISTING TIE DOWNS (TYP.)

PROTECT FROM SEAL COAT

EXISTING TIE DOWNS (TYP.)

PROTECT FROM FOG SEAL

SITE AND STRIPING PLAN

1" =60'

WA-2

NEW CONCRETE PAD STRIPING DETAIL 1

Pay Item 63404

TYPE 4 STRIPE

NEW 100 X 100 FT.

NEW 24" YELLOW DOT

WITH 4" BLACK BORDER

TYP. (2) LOCATIONS.

TAXIWAY NON-MOVEMENT LINE

MATCH LINE

TO EXISTING

AT EDGE OF NEW

PAVEMENT SECTION

NEW PAVEMENT

12"

YELLOW LINE

OUTLINE YELLOW

NON MOVEMENT

LINES WITH BLACK TYP.

YELLOW DASH

3' TYP.

3' TYP.

"TYPE 3 STRIPE"

AIRCRAFT PARKING LINE 4

4"

"TYPE 1 STRIPE"

EXISTING CONCRETE PAD STRIPING DETAIL

REPAINT TYPE 4 STRIPE

EXISTING 100 X 100

FT. CONCRETE PAD

TYP. (3)

REPAINT 5' X 7' PAD

IDENTIFICATION

NUMBER. MATCH

EXISTING.

REPAINT 24" YELLOW DOT

WITH 4" BLACK BORDER.

TEXT "MD-87", "DC-7" AND

"C-130". MATCH EXISTING.

REPAINT 38" X 22" PARKING

BOX W/ TEXT "BAE146" AND

"RJ85". MATCH EXISTING.

REPAINT 38" X 22" PARKING

BOX W/ TEXT "CV-580". MATCH

EXISTING. TYP. (2) LOCATIONS.

REPAINT 11' X 10" YELLOW

STRIPE W/ TEXT "SEAT".

MATCH EXISTING. TYP.

(2) LOCATIONS.

REPAINT

(1) TYPE 1

REPAINT (2) TYPE

1 STRIPES

AIRCRAFT CENTER LINE 5

"TYPE 4 STRIPE"

STRIPING DETAILS

WA-1, WA-2 & WA-3

SUBGRADE COMPACT

95 PERCENT

ASPHALT 3-INCHES

(Pay Item 40304)

ABC 4-INCHES

MATCH

GROUND

SAW CUT (Pay Item 40304) &

TACK OIL JOINT (Pay Item 20301)

EXISTING PAVEMENT

ADMINISTRATION

BUILDING

Concrete Pad

WA-3

Gate E-3

CRACK SEAL AND SEAL

COAT WA-3 SURFACE PER

SPECIFICATIONS.CRACKS

WIDE.(Pay Items 41401

& 40603)

Retardant

Tanks

Crack Seal and Seal Coat Area

New A.C. Pavement

NEW 30' X 20' A.C. PAVEMENT.

LOCATION TO BE STAKED BY

COR. MATCH EXISTING

ASPHALT ELEVATIONS.

Pay Items 20403, 30101, 40304, 41102 & 41201

TYP. 4" PARKING STRIPING.

INCL. ADA HATCH AREA AND

2 WHEELCHAIR SYMBOLS.

MATCH EXISTING. Pay Item

1' WIDE STRIPING

PER DETAIL 5, SHEET 14.

MATCH EXISTING.

Pay Item

4" WIDE STRIPING TYP.

4" WIDE STRIPING TYP.

Existing Asphalt

NEW 12 FT WIDE A.C.

PAVEMENT. LOCATION

TO BE STAKED BY COR.

MATCH EXISTING

ELEVATIONS AT EACH

END. Pay Items 20403, 30101, 40304, 41102

& 41201

ENTRY ROAD NEW PAVEMENT SECTION

SITE AND STRIPING PLAN

1" =60'

WA-3

OMB APPROVAL NO. 2700-0042

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

1204N020Q0005

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

03/09/2020

PAGE OF PAGES

1 of 51 Plus attachments

IMPORTANT - The “offer” section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

5. REQUISITION/PURCHASE REQUEST NO.

993353

6. PROJECT NO.

Airtanker Base Concrete Pad and Ramp Maintenance

7. ISSUED BY CODE 8. ADDRESS OFFER TO

Ochoco National Forest 3160 NE 3rd Street Prineville, OR 97754 Cyndy Armour

Ochoco National Forest 3160 NE 3rd Street Prineville, OR 97754 ATTN: Cyndy Armour

9. FOR INFORMATION

CALL

A. Cyndy Armour, Contracting Officer

B. Chad Houchin, Technical/COR

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS) A. 541-416-6662, B. 541-383-5546

SOLICITATION

NOTE: In sealed bid solicitations “offer” and “offeror” mean “bid” and “bidder.”

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date):

REDMOND AIR CENTER RAMP IMPROVEMENT PROJECT

DESCHUTES NATIONAL FOREST

Estimated Price Range: $500,000 to $1,000,000.

This is being Set Aside for Total Small Business in accordance with FAR 19.501

PLEASE NOTE – PROPOSALS ARE REQUIRED FOR THIS PROJECT – SEE SECTIONS L & M Hardcopy submissions are required as a bid bond must be included with your proposal. NO email or faxed proposals allowed.

PLEASE SEE SECTION L.8 FOR PRE-BID SITE VISIT INFORMATION Mandatory attendance

**RETURN PROPOSALS AS DIRECTED IN BLOCK 8 ABOVE TO THE OCHOCO NATIONAL FOREST 3160 NE 3rd STREET, PRINEVILLE, OR 97754, ATTN: CYNDY ARMOUR, IDENTIFY EACH OFFER WITH THE SOLICITATION

NUMBER AND PROJECT NAME ON THE OUTSIDE OF YOUR ENVELOPE**

11. The Contractor shall begin performance within 10 calendar days and complete it within SEE F.2 calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable.

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If “YES,” indicate within how many calendar days after award in Item 12B.)

YES NO

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 2 copies to perform the work required are due at the place specified in Item 8 by 4:30pm (hour) local time 04/06/2020 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror’s name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is, is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Computer Generated Prescribed by GSA FAR (48 CFR) 53.236-1(e)

OFFER (Must be fully completed by offeror)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14)

CODE FACILITY CODE

17. The offeror agrees to perform the work at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government within calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each

AMENDMENT NO.

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER

(Type or print)

20B. SIGNATURE

20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT

23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c)( ) 41 U.S.C. 253(c)( )

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return 1 copies to issuing office.) Contractor agrees to furnish and deliver all items or perform all work, requisitions identified on this form and any continuation sheets for the consideration slated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications or incorporated by reference in or attached to this contract.

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED

TO SIGN (Type or print)

31A. NAME OF CONTRACTING OFFICER (Type or print)

Cynthia B. Armour

30B. SIGNATURE

30C. DATE

31B. UNITED STATES OF AMERICA

BY

31C. AWARD DATE

Computer Generated STANDARD FORM 1442 BACK (REV. 4-85)

RFP # 1204N020Q0005 Airtanker Base Concrete Pad and Ramp Maintenance

PART I—THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES

SCHEDULE OF ITEMS

ALL WORK AREAS

Item No. Description Method of Measure Quantity Pay Unit Unit Price Price

1300(01) Safety Plan Compliance Document

LSQ ALL ALL

1300(02) Temporary Flagging, Marking and Signing

15101 Mobilization LSQ ALL ALL

15221 Construction Survey and Staking at WA-1

15301 Quality Control Program for All Items

20304 Removal of Asphalt Pavement, disposal method (a)

1600 Square Yards

20403 Roadway Excavation and Embankment, Placement Method 1

C.Q. 415 Cubic

30101 Aggregate Base, Grading D C.Q. 202 Cubic

40304 Asphalt Concrete Type I, OR State DOT Level 3

164 Tons

40603 Fog Seal 59944 Square

41102 Asphalt Prime Coat 639 Square

41201 Asphalt Tack Coat 0.4 Tons

41401 Asphalt Pavement Crack Sealing and Filling

71100 Lineal Foot

50103 Portland Cement Concrete Pavement

396 Cubic Yard

63404 Pavement Marking, Type B 2912 Square Foot

Grand Total All Work Items

NOTE: Payment for bond premiums in accordance with Clause 52.232-5, Payments under Fixed-Price Construction Contracts, shall not be in addition to the contract price. Include bond payments under 151.01 Mobilization. Payment will be made on actual work performed as described in FP-14 109.01 unless otherwise noted.

SECTION C--DESCRIPTION/SPECIFICATIONS

C.1 DESCRIPTION OF WORK

This project consists of improvements to the aviation facilities at the Redmond Air Center (RAC) on the Deschutes National Forest. The work will address existing deficiencies and deferred maintenance at the Airtanker Ramp (Work Area 1), Smokejumper Ramp (Work Area 2) and Airtanker Ramp Entry Road (Work Area 3). Work at all three areas will require coordination with the Redmond Airport and/or the US Forest Service for security. The Airtanker Ramp is approximately 380,000 square feet of asphalt pavement and three existing concrete parking pads. New work will include construction of a fourth concrete pad to support a parked large Airtanker. This will require demolition of some existing pavement and a new asphalt section around the pad to tie back to the existing asphalt. Additional maintenance work on the Airtanker Ramp will include crack sealing, seal coating the entire surface and restriping. The Smokejumper Ramp is approximately 177,000 square feet of asphalt pavement. Maintenance work on the Smokejumper Ramp will include crack sealing, seal coating the entire surface and restriping. The Airtanker Entry Road is approximately 31,000 square feet of asphalt. New work will consist of expanding the current asphalt vehicle parking area by adding two additional parking spaces. Additional maintenance work on the Airtanker Entry Road will include crack sealing, seal coating the entire surface and restriping.

Contractors shall utilize products and material made from biobased materials and recovered materials to the maximum extent possible without jeopardizing the intended end use or detracting from the overall quality delivered to the end user. All supplies and materials shall be of a quality that conform to applicable Federal specifications and standards. All supplies and materials to be used in performance of work described herein are subject to the approval of the technical representative (COR).

C.2 PROJECT LOCATION

This project is located at the Redmond Air Center (RAC) and Roberts Field-Redmond Municipal Airport. Redmond Air Center Administration Building is located 1740 SE Ochoco Way, Redmond, OR 97756 (see attached Vicinity Map)

C.3 AGAR 452.211-72 STATEMENT OF WORK/SPECIFICATIONS (FEB 1988)

The Contractor shall furnish the necessary personnel, material, equipment, services and facilities (except as otherwise specified), to perform the Statement of Work/Specifications referenced in this contract.

C.4 AGAR 452.211-73 ATTACHMENTS TO STATEMENT OF WORK/SPECIFICATIONS (FEB

1988)

The attachments to the Statement of Work/Specifications listed in Section J are hereby made part of this solicitation and any resultant contract.

C.5 AGAR 452.236-78 FOREST SERVICE STANDARD SPECIFICATIONS FOR CONSTRUCTION

OF ROADS AND BRIDGES (NOV 1996)

The Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects; (FP-14, US Customary Units); and Supplemental Specifications shall apply. CSI Specifications are also included.

C.6 FAR 52.211-3 AVAILABILITY OF SPECIFICATIONS NOT LISTED IN THE GSA

INDEX OF FEDERAL SPECIFICATIONS, STANDARDS AND COMMERCIAL ITEM

DESCRIPTIONS (JUN 1988)

The specifications cited in this solicitation may be obtained from:

Specification Address Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects FP-14

Superintendent of Documents U.S. Government Printing Office Washington, DC 20402 Or from: http://www.fs.fed.us/database/acad/welcome.htm.

Specification Address

AASHTO Standards American Association of State Highway and Transportation Officials 341 National Press Building Washington, DC 20024

ACI American Concrete Institution Box 19150 Redford Station Detroit, MI 48219

ASTM Standards American Society for Testing Materials 1916 Race Street Philadelphia, PA 19103

(215) 199-5462

AWPA American Wood Preservers Association PO Box 849 Stevensville, MD 21666

FS Federal Specifications (GSA) Building 197, Washington Navy Yard, SE Washington, DC 20407

MUTCD Manual on Uniform Traffic Control Devices Superintendent of Documents U.S. Government Printing Office Washington, DC 20402

WCLIB West Coast Lumber Inspection Bureau PO Box 23145 Portland, OR 97223

WWPA Western Wood Products Association (Grading Rules) 1500 Yeon Building Portland, OR 97204

The request must identify the solicitation number and the specification requested by date, title, and number, as cited in the solicitation.

SECTION D--PACKAGING AND MARKING

{For this Solicitation, there are NO clauses in this Section}

SECTION E--INSPECTION AND ACCEPTANCE

E.1 INSPECTION AND TESTING PERFORMED BY GOVERNMENT

The Government will perform sampling, testing, and inspection of work in progress where these responsibilities are not expressly assigned to the Contractor by the Forest Service specifications or by the Special Project Specifications.

E.2 CONFORMITY WITH DRAWINGS AND SPECIFICATIONS

Unless working tolerances are specified, all work performed and materials furnished shall be in reasonably close conformity with lines, grades, cross-sections, dimensions, and material requirements shown on the drawings, indicated in the specifications, or designated on the ground. “Reasonably close conformity” is in compliance with reasonable and customary manufacturing and construction tolerances.

E.3 FAR 52.246-12 INSPECTION OF CONSTRUCTION (AUG 1996)

(a) Definition. “Work” includes, but is not limited to, materials, workmanship, and manufacture and fabrication of components.

(b) The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under the contract conforms to contract requirements. The Contractor shall maintain complete inspection records and make them available to the Government. All work shall be conducted under the general direction of the Contracting Officer and is subject to Government inspection and test at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract.

(c) Government inspections and tests are for the sole benefit of the Government and do not—

(1) Relieve the Contractor of responsibility for providing adequate quality control measures;

(2) Relieve the Contractor of responsibility for damage to or loss of the material before acceptance;

(3) Constitute or imply acceptance; or

(4) Affect the continuing rights of the Government after acceptance of the completed work under paragraph (i) of this section.

(d) The presence or absence of a Government inspector does not relieve the Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the specification without the Contracting Officer’s written authorization.

(e) The Contractor shall promptly furnish, at no increase in contract price, all facilities, labor, and material reasonably needed for performing such safe and convenient inspections and tests as may be required by the Contracting Officer. The Government may charge to the Contractor any additional cost of inspection or test when work is not ready at the time specified by the Contractor for inspection or test, or when prior rejection makes reinspection or retest necessary. The Government shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size, and performance tests shall be performed as described in the contract.

(f) The Contractor shall, without charge, replace or correct work found by the Government not to conform to contract requirements, unless in the public interest the Government consents to accept the work with an appropriate adjustment in contract price. The Contractor shall promptly segregate and remove rejected material from the premises.

(g) If the Contractor does not promptly replace or correct rejected work, the Government may—

(1) By contract or otherwise, replace or correct the work and charge the cost to the Contractor; or

(2) Terminate for default the Contractor’s right to proceed.

(h) If, before acceptance of the entire work, the Government decides to examine already completed work by removing it or tearing it out, the Contractor, on request, shall promptly furnish all necessary facilities, labor, and material. If the work is found to be defective or nonconforming in any material respect due to the fault of the

Contractor or its subcontractors, the Contractor shall defray the expenses of the examination and of satisfactory reconstruction. However, if the work is found to meet contract requirements, the Contracting Officer shall make an equitable adjustment for the additional services involved in the examination and reconstruction, including, if completion of the work was thereby delayed, an extension of time.

(i) Unless otherwise specified in the contract, the Government shall accept, as promptly as practicable after completion and inspection, all work required by the contract or that portion of the work the Contracting Officer determines can be accepted separately. Acceptance shall be final and conclusive except for latent defects, fraud, gross mistakes amounting to fraud, or the Government’s rights under any warranty or guarantee.

E.4 FINAL CLEANUP

Before final acceptance, all areas occupied by the Contractor in connection with the work shall be cleaned of all Contractor's rubbish, excess materials, temporary structures, and equipment, and all parts of the work area shall be left in a neat and presentable condition.

SECTION F--DELIVERIES OR PERFORMANCE

F.1 FAR 52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es): https://www.acquisition.gov/browse/index/far

FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

52.211-18 Variation in Estimated Quantity (APR 1984) 52.242-14 Suspension of Work (APR 1984)

F.2 FAR 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR

1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than December 15, 2020 (Note: see 1.6 Limitation of Operations and table that goes along with that in the Specifications document). The time stated for completion shall include final cleanup of the premises. Work is estimated to commence April 20, 2020.

F.3 FAR 52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS (APR 1984)

(a) The Contractor shall, within five days after the work commences on the contract or another period of time determined by the Contracting Officer, prepare and submit to the Contracting Officer for approval three copies of a practicable schedule showing the order in which the Contractor proposes to perform the work, and the dates on which the Contractor contemplates starting and completing the several salient features of the work (including acquiring materials, plant, and equipment). The schedule shall be in the form of a progress chart of suitable scale to indicate appropriately the percentage of work scheduled for completion by any given date during the period. If the Contractor fails to submit a schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.

(b) The Contractor shall enter the actual progress on the chart as directed by the Contracting Officer, and upon doing so shall immediately deliver three copies of the annotated schedule to the Contracting Officer. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, the Contractor shall take steps necessary to improve its progress, including those that may be required by the Contracting Officer, without additional cost to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules in chart form as the Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.

(c) Failure of the Contractor to comply with the requirements of the Contracting Officer under this clause shall be grounds for a determination by the Contracting Officer that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the contract. Upon making this determination, the Contracting Officer may terminate the Contractor’s right to proceed with the work, or any separable part of it, in accordance with the default terms of this contract.

https://www.acquisition.gov/browse/index/far

The maximum workweek that will be approved is Monday thru Friday 7am-5pm, or weekends if approved by the Contracting Officer. Any excess hours worked over 40 hours, employees are required to be paid at least 1 and ½ times the basic rate of pay.

F.4 AGAR 452.236-76 SAMPLES AND CERTIFICATES (FEB 1988)

When required by the specifications or the Contracting Officer, samples, certificates, and test data shall be submitted after award of the contract, prepaid, in time for proper action by the Contracting Officer or his/her designated representative. Certificates and test data shall be submitted in triplicate to show compliance of materials and construction specified in the contract performance requirements. Samples shall be submitted in duplicate by the Contractor, except as otherwise specified, to show compliance with the contract requirements.

Materials or equipment for which samples, certifications or test data are required shall not be used in the work until approved in writing by the Contracting Officer.

F.5 REQUIRED SUBMITTALS

The following shall be submitted on this project:

Title Referenced By Specification No. Time of Government Approval after

Submittal Project Schedule FAR 52.236-15 5 days Quality Control Program 153 5 days Health and Safety Plan (Accident Prevention) 107.08 5 days Hazardous Spill Plan 107.10 5 days Soil Erosion Control Plan 157.03 5 days FOD Control Plan 159 5 days Asphalt Mix Design 403 14 days Concrete Mix Design 501 14 days Safety Plan Compliance Document 1300 14 days Fog Seal 406 5 days Traffic Plan 156 5 days

MATERIAL CERTIFICATIONS AND TESTING REPORTS

The following material certifications and/or testing reports shall be submitted on this project:

Title Referenced By Specification No.

Crushed Aggregate 301 Asphalt Aggregate and Bituminous material 403 Asphalt Tack and Prime Coat 411 & 412 Concrete - Aggregate, Cement, Admixtures and Reinforcement 501 Concrete Joint Sealant 503 Paint 718 Crack Sealant Material 414 Fog Seal 406

F.6 PRODUCT SUBSTITUTION

Any modification of other items, designs, materials, products or equipment (including Government-furnished property), made necessary because of a substitution, will be the responsibility of the Contractor without adjustment in contract price or time. The Contracting Officer's approval of any substitute will not affect the Contractor's responsibility for such modification. Any and all substitutions will be requested by the Contractor after award of the contract has been made. No approvals will be made prior to award.

F.7 SUBMITTAL FORMAT

Submittals shall include the following unless otherwise required in the specification:

1. Date and revision dates.

2. Project name and contract number.

3. Name of Contractor, subcontractor, supplier, and manufacturer.

4. Specification section number.

5. Field dimensions and relation to adjacent structures.

6. Applicable standards such as ASTM or Federal Specifications.

7. Contractor's stamp, initial or signature, certifying the review of the submittal, verification of field measurements and compliance with contract documents.

8. Provide all submittals within 14 calendar days of the contract award unless otherwise required by the specification.

F.8 MAINTENANCE FOR TRAFFIC USE

(a) Work which interferes or conflicts with traffic, shall NOT be performed until a plan for the satisfactory handling of traffic has been submitted by the contractor and approved by the Contracting Officer.

(b) Prior to any suspension of work, the contractor shall take such precautions as may be necessary to prevent damage to the project, such as temporary detours, barricades, approaches, crossings or intersections.

(c) Any maintenance attributable to use, or necessary during suspensions resulting from fault or negligence of the contractor, shall be the contractor’s responsibility.

F.9 SUSPENSIONS FOR OTHER THAN GOVERNMENT'S CONVENIENCE

The Contracting Officer may issue orders to suspend the work wholly or in part for such period of time as deemed necessary because of: (1) Weather or ground conditions when further prosecution of the work might cause environmental or resource damage to the project, access roads to the project, or adjacent property. Such action would include but not be limited to instances such as siltation of streams, damage to access roads, rutting of project roads which causes otherwise suitable soils to become muddy or unsuitable; or (2) Failure of the Contractor to comply with Specifications such as but not limited to placement of frozen material in fills, placing of asphalts at temperatures lower than those specified, performing work prior to prerequisite approvals, operating equipment not meeting fire requirements, or when conditions exist which do not meet safety requirements. Whether or not a suspend work notice is issued, the Contractor shall be responsible for correcting any damage caused by his/her operation, whether inside or outside project limits, at no cost to the Government.

Such suspensions shall not be considered as suspensions for the Convenience of the Government under FAR 52.242-14, Suspension of Work, and shall not qualify for equitable adjustment.

SECTION G--CONTRACT ADMINISTRATION DATA

G.1 AGAR 452.215-73 POST AWARD CONFERENCE (NOV 1996)

A mandatory post award conference with the successful Offeror is required. The conference will be held at the Redmond Air Center Administration Building, located 1740 SE Ochoco Way, Redmond, OR 97756 within 3 days of award. The airport security paperwork shall be tailored to contractor’s designated representatives, completed, and submitted to the Redmond Airport security liaison during the meeting.

G.2 GOVERNMENT-FURNISHED PROPERTY

The Government will provide the following item(s) of Government property to the Contractor for use in the performance of this contract:

Keys and Gate Locks will be provided by the Redmond Airport, contractor shall be responsible for any loss, damage, or destruction of keys and locks.

Description Location Remarks Tie Down Cables Smokejumper Ramp Remove, Store and reinstall existing cable

G.3 DESIGNATION OF CONTRACTING OFFICER'S REPRESENTATIVE

The Contracting Officer designates the Contracting Officer's Representative (COR). The Contracting Officer’s Representative is responsible for administering the performance of work under this contract. In no event, however, will any understanding, agreement, modification, change order, or other matter deviating from the terms of this contract be effective or binding upon the Government unless formalized by proper contractual documents executed by the Contracting Officer prior to completion of the contract.

The Contracting Officer should be informed, as soon as possible, of any actions or inactions by the Contractor or the Government which will change the required delivery or completion times stated in the contract, and the contract will be modified accordingly. (This does not apply to individual task assignments which were issued by the Contracting Officer’s Representative, provided they do not affect the delivery schedule or performance period stated in the contract.)

On all matters that pertain to the contract terms, the Contractor must communicate with the Contracting Officer.

Whenever, in the opinion of the Contractor, the Contracting Officer’s Representative requests effort outside the scope of the contract, the Contractor should so advise the Contracting Officer’s Representative. If the Contracting Officer’s Representative persists and there still exists a disagreement as to proper contractual coverage, the Contracting Officer should be notified immediately, preferably in writing if time permits.

Proceeding with work without proper contractual coverage could result in nonpayment or necessitate submittal of a contract claim.

Contracting Officers Representative:

Name: CHAD HOUCHIN Phone Number: 541-383-5546 Cell: 541 408-2870

SECTION H--SPECIAL CONTRACT REQUIREMENTS

H.1 SITE SAFETY PLAN

The contractor shall submit a written site specific Safety Control Plan, which includes Specification General Requirements 1160 and Airport Safety 01300 to ensure safety compliance when coordinating construction activities with airport operations. Plan shall include a discussion of the following: (See L.9). The intent is to use this plan as a basis for evaluation and discussion at the post-award and subsequent meetings to insure safe contractor operations. It will also be used as the safety standard during the course of the construction project.

H.2 LANDSCAPE PRESERVATION

(a) The Contractor shall not remove, deface, injure, or destroy trees, shrubs, lawns, or natural features not designated for treatment. The Contractor shall confine operations to within the clearing limits or other areas designated in the contract documents, and prevent the depositing of rocks, excavated materials, stumps, or other debris outside of these limits. Material which falls outside of these limits shall be retrieved, disposed of, or incorporated in the work as directed by the Contracting Officer.

(b) Prevention of Oil Spills. If the Contractor maintains storage facilities for oil or oil products on site, appropriate preventive measures shall be taken to insure that any spill of such oil or oil products does not enter any stream or other waters of the United States or any of the individual States. If a spill of petroleum product should occur in water, the Contractor shall immediately notify the Engineer and the Oregon Emergency Response System (OERS), telephone 1-800-452-0311 or 1-503-378-6377 in Salem.

H.3 AGAR 452.228-71 INSURANCE COVERAGE (NOV 1996)

Pursuant to FAR clause 52.228-5, Insurance-Work on a Government Installation, the Contractor will be required to present evidence to show, as a minimum, the amounts of insurance coverage indicated below:

(a) Workers Compensation and Employer's Liability. The Contractor is required to comply with applicable Federal and State workers' compensation and occupational disease statutes. If occupational diseases are not compensable under those statutes, they shall be covered under the employer's liability section of the insurance policy, except when contract operations are so commingled with a Contractor's commercial operations that it would not be practical to require this coverage. Employer's liability coverage of at least $100,000 shall be required, except in States with exclusive or monopolistic funds that do not permit worker's compensation to be written by private carriers.

(b) General Liability. The Contractor shall have bodily injury liability insurance coverage written on a comprehensive form of policy of at least $500,000 per occurrence.

(c) Automobile Liability. The Contractor shall have automobile liability insurance written on a comprehensive form of policy.