IDIQ_Paving_EAFB_W912PL14R0029.pdf

RFP NO. W912PL-14-R-0029

U.S. ARMY CORPS

OF ENGINEERS

LOS ANGELES DISTRICT

IDIQ Contract for Asphalt and Concrete Pavement Repairs and New Improvements at Military Installations, Primarily for use by Edwards AFB and Ft Irwin, CA, but to Include Other Project Sites Within the South Pacific Division, USACE-LA District

Construction Solicitation and Specifications

100% Small Business Set Aside

JUNE 2014

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NUMBER 2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

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

4. CONTRACT NUMBER 5. REQUISITION/PURCHASE REQUEST NUMBER 6. PROJECT NUMBER

7. ISSUED BY CODE 8. ADDRESS OFFER TO

9. FOR INFORMATION CALL

A. NAME B. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

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 number, date):

11. The Contractor shall begin performance within calendar days and complete it within calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable. (See .)

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

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

12B. CALENDAR DAYS

YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and copies to perform the work required are due at the place specified in Item 8 by (hour) local time (date). If this is a sealed bid solicitation, offers will 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 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212

Designed using Perform Pro, WHS/DIOR, Oct 96

1442-103 STANDARD FORM 1442 (REV. 4-85) (EG)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d)

OFFER (Must be fully completed by offeror)

STANDARD FORM 1442 BACK (REV. 4-85)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NUMBER (Include area code)

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

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within calendar days after the date offers are due. (Insert any number equal or greater than the minimum requirement stated in 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. ACKNOWLEDGEMENT OF AMENDMENTS

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

AMENDMENT NO.

DATE

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 27. PAYMENT WILL BE MADE BYCODE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return copies to the issuing office.) Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated 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 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)

30B. SIGNATURE 30C. DATE

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

31B. UNITED STATES OF AMERICA

31C. AWARD DATE

BY

RFP No. W912PL-14-R-0029

Project Table of Contents - 1

SPECIFICATIONS

FOR

Indefinite Delivery/Indefinite Quantity (IDIQ) Contract for Asphalt, Pavement, and Concrete Repairs and Improvements at Military Installations

PROJECT TABLE OF CONTENTS

DIVISION 00 - BIDDING REQUIREMENTS, CONTRACTS FORMS AND CONTRACT CONDITIONS

00 01 05 Certification Page 00 10 00 Solicitation, Contract Line Item Number (CLIN) Schedule 00 20 00 Instructions to Procurement 00 21 16 Instructions to Proposers 00 22 16 Supplementary Instructions to Proposers 00 45 00 Representations and Certifications 00 70 00 Conditions of the Contract 00 73 00 Supplementary Conditions 00 73 46 Wage Rates

DIVISION 01 - GENERAL REQUIREMENTS

01 22 00.00 10 Measurement and Payment 01 32 01 Project Schedule 01 33 00 Construction Submittal Procedures 01 33 23 Samples and Shop Drawings 01 35 26 Government Safety Requirements 01 45 02.00 10 Quality Control System (QCS) 01 45 10 Contractor Quality Control 01 50 02 Temporary Construction Facilities 01 57 20 Environmental Protection 01 57 23 Storm Water Pollution Prevention Measures 01 74 19 Construction Waste Management 01 78 00 Closeout Submittals

DIVISION 02 - EXISTING CONDITIONS

02 41 00 Demolition 02 61 13 Excavation and Handling of Contaminated Materials

DIVISION 03 - CONCRETE

03 30 04 Concrete for Minor Structures

DIVISION 26 - ELECTRICAL

26 56 00 Exterior Lighting 26 56 20.00 10 Airfield and Heliport Lighting and Visual Navigation Aids

DIVISION 31 - EARTHWORK

RFP No. W912PL-14-R-0029

Project Table of Contents - 2

31 00 00 Earthwork 31 11 00 Clearing and Grubbing 31 23 00.00 20 Excavation and Fill

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 11.52 Runway Rubber Removal 32 01 13 Bituminous Seal and Fog Coats 32 01 16.17 Cold Milling of Bituminous Pavements 32 01 17.16 Sealing of Cracks in Bituminous Pavements 32 01 19 Field Molded Sealants for Sealing Joints in Rigid Pavements 32 01 26.71 Grooving for Airfield Pavements 32 01 28 Partial Depth Patching of Rigid Pavements 32 01 29.62 Slab Jacking Rigid Pavements 32 11 10 Drainage Layer 32 11 16 Base Course for Rigid and Sub bases for Flexible Paving 32 11 23 Graded Crushed Aggregate Base Course 32 11 33 Cement Stabilized Base Course for Airfields and Roads 32 12 10 Bituminous Tack and Prime Coats 32 12 11 Bituminous Surface Treatment 32 12 15.13 Hot-Mix Asphalt Airfield Paving 32 12 16 Hot-Mix Asphalt (HMA) for Roads 32 13 11 Concrete Pavement for Airfields and Other Heavy-Duty Pavements 32 13 73 Compression Joint Seals for Concrete Pavements 32 15 00 Aggregate Surface Course 32 16 13 Concrete Sidewalks and Curbs and Gutters 32 17 24.00 10 Pavement Markings 32 31 13 Chain Link Fences and Gates 32 84 24 Irrigation Sprinkler Systems

DIVISION 33 - UTILITIES

33 40 01 Storm Drainage 33 46 16 Sub drainage System 33 71 02 Underground Electrical Distribution

DIVISION 34 - TRANSPORTATION

34 73 13 Mooring and Grounding Points for Aircraft

-- End of Project Table of Contents --

IDIQ Contract for Asphalt and Concrete Pavement Repairs and W912PL-14-R-0029 New Improvements at Military Installations, Primarily for use by Edwards AFB and Ft Irwin, CA but to Include Other Project Sites Within the South Pacific Division, USACE-LA District

00 01 05 - 1

Section 00 01 05 Certification Page

CERTIFICATE OF CORPORATE PRINCIPAL

1) IF THE OFFEROR IS A JOINT VENTURE, COMPLETE THE FOLLOWING:

(Company Name) (Signature) (Title)

2) IF THE OFFEROR IS PARTNERSHIP, LIST FULL NAME OF ALL PARTNERS:

3) IF THE OFFEROR IS A CORPORATION, THE FOLLOWING CERTIFICATION SHOULD BE

COMPLETED:

CERTIFICATION AS TO CORPORATE PRINCIPAL

I, certify that I am the Secretary of the corporation named as principal in the within contract; that , who signed the said contract on behalf of the principal, was the of the corporation; that I know his signature and that his signature is genuine; and that said contract was duly signed, sealed and attested for in behalf of said corporation by authority of its governing body.

CORPORATE PRINCIPAL

CORPORATE SEAL

SECRETARY

RFP N0. W912PL-14-R-0029

Section 00 10 00

SOLICITATION, CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE

RESTRICTED. ONLY SMALL BUSINESSES MAY SUBMIT AND OFFER ON THIS PRICING SCHEDULE.

DESCRIPTIONS OF WORK

BASE YEAR

LINE ITEMS 0001-0027AJ

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0001 FULL WIDTH REPLACEMENT OF OLD AC WITH NEW

0001AA PAVEMENT 3” 20,000 SY

-32 12 16

0001AB EACH ADDED INCH 4,500 SY

-32 12 16

0001AC PAVEMENT 3” - AIRFIELD SHOULDERS 20,000 SY

-32 12 16 (No RAP)

0001AD EACH ADDED INCH 4,500 SY

-32 12 16 (No RAP)

0001AE PAVEMENT 3” - AIRFIELD LOAD BEARING 20,000 SY

-32 12 15.13 (No RAP)

0001AF EACH ADDED INCH 4,500 SY

-32 12 15.13 (No RAP)

0001AG PRIME COAT 3,500 SY

-32 12 10

0001AH BASE 6” 7,700 SY

-32 11 16

0001AJ EACH ADDED INCH 4,000 SY

-32 11 16

0001AK MILL ASPHALT 1” 20,000 SY

-32 01 16.17

0001AL EACH ADDED INCH 20,000 SY

-32 01 16.17

0001AM TACK COAT 12,000 SY

-32 12 10

0001AN SUBGRADE PREP (ASSUME 6" THICK) 10,000 SY

The work includes furnishing all equipment and materials and performing all labor and supervision for the following, but not limited to: earthwork; soil sampling and testing;

removal/disposal of soil; prime coat; tack coat and paint binder; asphalt concrete; slurry seal coating; construction seal and rejuvenating agent; fog seal; asphalt and concrete curbs;

penetrative oil/dust palliative treatment; road shoulder maintenance; ditch construction; street;

road and parking lot striping/marking; demolition of curb, gutter or sidewalks; surveys and handicap ramps and incidental related work.

-31 00 00

0001AO PULVERIZE A/C 12,000 SY

-CALTRANS Guide - Flexible Pavement Rehabilitation Using Pulverization

0001AP CEMENT STABILIZED BASE 4,500 CY

-32 11 33

0001AQ SEAL JOINT BTW ASPHALT AND CONCRETE 14,000 LF

-32 12 15.13

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0002 PATCHING EXISTING ASPHALT

-UFC 3-270-01 ASPHALT MAINTENANCE AND REPAIR

0002AA LESS THAN OR EQUAL 1,000 SY

TO 100 SY PER LOCATION

0002AB MORE THAN 100 SY 1,000 SY

PER LOCATION

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0003 LESS THAN FULL WIDTH REPLACEMENT OF OLD ASPHALT (<3000 SY and 10' paving lane width)

0003AA PAVEMENT 3” 3,500 SY

-32 12 16

0003AB BASE 6” 3,500 SY

-32 11 16

0003AC SUBGRADE PREP ASSUME 6" THICK 1,400 SY

-31 00 00

0003AD PRIME COAT 500 SY

-32 12 10

0003AE TACK COAT 1,700 SY

-32 12 10

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0004 SLURRY SEAL COATING

0004AA SINGLE APPLICATION 5,000 SY

WITHOUT TACK COAT FROM 300

TO 5,000 SY PER LOCATION

-32 01 13

0004AB SINGLE APPLICATION 5,000 SY

WITHOUT TACK COAT MORE THAN

5,000 SY PER LOCATION

-32 01 13

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0005 REPAIR EXISTING ASPHALT PAVEMENT CRACKS

0005AA CRACKS LESS THAN 4,200 LF

1/8 INCH; LESS THAN OR EQUAL

TO 4,000 LF PER LOCATION

-32 01 17.16 and UFC 3-270-02

0005AB CRACKS LESS THAN 4,200 LF

1/8 INCH; MORE THAN 4,000 LF

PER LOCATION

-32 01 17.16 and UFC 3-270-02

0005AC CRACKS BETWEEN 1/8 4,200 LF

INCH AND 1 INCH; LESS THAN OR

EQUAL TO 4,000 LF PER LOCATION

-32 01 17.16 and UFC 3-270-02

0005AD CRACKS BETWEEN 1/8 4,200 LF

INCH AND 1 INCH; MORE THAN

4,000 LF PER LOCATION

-32 01 17.16 and UFC 3-270-02

0005AE CRACKS BETWEEN 1 4,200 LF

INCH AND 2 INCHES; LESS THAN

4,000 LF PER LOCATION

-32 01 17.16 and UFC 3-270-02

0005AF CRACKS BETWEEN 1 4,200 LF

INCH AND 2 INCHES; MORE THAN

4,000 LF PER LOCATION

-32 01 17.16 and UFC 3-270-02

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0006 STRIPING AND MARKING ON ROADS, PARKING LOTS, & AIRFIELDS

0006AA STRIPING 4” WIDE SOLID 75,000 LF

(REFLECTIVE w/ AIRFIELD BEADS)

LESS THAN 3,000 LF PER LOCATION

-32 17 24.00 10

0006AB STRIPING 4” WIDE SOLID 25,000 LF

(REFLECTIVE w/ AIRFIELD BEADS)

MORE THAN 3,000 LF PER LOCATION

-32 17 24.00 10

0006AC STRIPING 4” WIDE DASHED

(REFLECTIVE w/ AIRFIELD BEADS) 25,000 LF

LESS THAN 3,000 LF PER LOCATION

-32 17 24.00 10

0006AD STRIPING 4” WIDE DASHED

(REFLECTIVE w/ AIRFIELD BEADS) 8,500 LF

MORE THAN 3,000 LF PER LOCATION

-32 17 24.00 10

0006AE STRIPING 4” WIDE- DOUBLE SOLID

(REFLECTIVE w/ AIRFIELD BEADS) 25,000 LF

LESS THAN 3,000 LF PER LOCATION

-32 17 24.00 10

0006AF STRIPING 4” WIDE- DOUBLE SOLID

(REFLECTIVE w/ AIRFIELD BEADS) 8,500 LF

MORE THAN 3,000 LF PER LOCATION

-32 17 24.00 10

0006AG MARKING AIRFIELDS 35,000 SF

(REFLECTIVE w/AIRFIELD BEADS) -32 17 24.00 10

0006AH STENCILING/HAND MARKING ROADS and AIRFIELDS 35,000 SF (REFLECTIVE w/AIRFIELD BEADS) -32 17 24.00 10

0006AJ THERMOPLASTIC MARKINGS/STRIPING 5,000 SF

(REFLECTIVE w/AIRFIELD BEADS) -32 17 24.00 10

0006AK NON LEAD BASED PAINT 8,500 SF

REMOVAL FROM PAVED SURFACES

-32 01 11.52

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0007 RESHAPE EXISTING EARTH SHOULDERS AND DITCHES (02300)

0007AA SHOULDERS and DITCHES 13,000 LF -31 00 00

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0008 FOG SEAL

0008AA FROM 500 SY TO 4,200 SY

5,000 SY PER LOCATION

-32 01 13

0008AB MORE THAN 5,000 3,500 SY

SY PER LOCATION

-32 01 13

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0009 CONCRETE WORK

0009AA AIRFIELD CONCRETE 2,000 CY

-32 13 11

0009AB CONCRETE FOR MINOR STRUCTURES 1,000 CY

INCLUDES SIDEWALKS, CURB AND GUTTER

SPANDRELS, VALLEY GUTTERS,

EQUIPMENT PADS, AND HEADWALLS

(LESS THAN 1,000 LF PER LOCATION)

-03 30 04

0009AC CONCRETE FOR MINOR STRUCTURES 1,000 CY

INCLUDES SIDEWALKS, CURB AND GUTTER

SPANDRELS, VALLEY GUTTERS,

EQUIPMENT PADS, AND HEADWALLS

(MORE THAN 1,000 LF PER LOCATION)

-03 30 04

0009AD NEW CONCRETE 500 CY

HANDICAP RAMP

-2010 ADA STANDARDS - CHAPTER 4

0009AE NEW REINFORCED 200 CY

CONCRETE ROADWAY PAD

-03 30 00 (5,000 PSI MIX)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0010 SURFACE MOUNTED REFLECTORS

0010AA RAISED REFLECTIVE MARKERS 2,000 EA

-32 17 24.00 10

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0011 CULVERTS

0011AA 18 IN. CMP 50 LF

-33 40 01

0011AB 24 IN. CMP 50 LF

-33 40 01

0011AC 36 IN. CMP 40 LF

-33 40 01

0011AD 48 IN. CMP 40 LF

-33 40 01

0011AE 18 IN. CONCRETE 40 LF

-33 40 01

0011AF 24 IN. CONCRETE 40 LF

-33 40 01

0011AG 36 IN. CONCRETE 40 LF

-33 40 01

0011AH 48 IN. CONCRETE 40 LF

-33 40 01

0011AJ 18 IN. HDPE PIPE 50 LF

-33 40 01

0011AK 24 IN. HDPE PIPE 50 LF

-33 40 01

0011AL 36 IN. HDPE PIPE 50 LF

-33 40 01

0011AM 48 IN. HDPE PIPE 40 LF

-33 40 01

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0012 SELECT FILL MATERIAL 1,000 CY

-31 23 00.00 20

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0013 RAISE/ LOWER UTILITY COVERS 10 EA

-33 40 01

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0014 CHAIN LINK FENCE

0014AA 8’ HIGH CHAIN LINK

FENCE (NO BARBED WIRE) 100 LF

-32 31 13

0014AB 8’ HIGH PEDESTRIAN

GATE w/ HARDWARE 15 LF -32 31 13

0014AC 8’ HIGH VEHICLE ROLLING

GATE w/ HARDWARE 30 LF -32 31 13

0014AD 8’ HIGH VEHICLE SWING

GATE w/ HARDWARE 30 LF -32 31 13

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0015 EXCAVATION

0015AC TRENCH EXCAVATION 2,000 LF

-31 00 00

0015AC CLEAR AND GRUB 2,000 LF

-31 11 00

0015AB GENERAL EXCAVATION (CUT AND FILL) 2,000 LF

-31 23 00.00 20

0015AB ROCK EXCAVATION 200 CY

-31 23 00.00 20

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0016 POT-HOLING FOR UTILITIES 50 HR

(This item is for additional pot-holing, as required, above and beyond a standard asphalt paving project.

Pot-holing incidental to a standard asphalt paving project is to be included in the line items associated with the standard asphalt paving project.)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0017 EXCAVATE/ DISPOSE/ TRANSPORT- UNSUITABLE MATERIAL

0017AA EXCAVATION OF UNSUITABLE MATERIAL 3,000 CY

-31 00 00

0017AB HAULING OF UNSUITABLE MATERIAL 3,000 CY

-31 00 00

0017AC LANDFILL DISPOSAL 500 CY

-31 00 00

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0018 FOREIGN OBJECT REMOVAL

0018AA MANUAL FOREIGN 30 HR

OBJECT REMOVAL (FOD)

0018AB MECHANICAL FOREIGN 100 HR

OBJECT REMOVAL (FOD)

(This item includes a mechanical sweeper and an operator)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0019 FURNISH AND INSTALL ROAD SIGNS (02452)

0019AA REGULATORY SIGNS 10 EA

(INCL. YIELD, STOP, SPEED, PARKING, ECT.)

-2012 California Manual on Uniform Traffic Control Devices - Part 2

0019AB WARNING SIGNS 10 EA

(INCL. SPEED, DIRECTIONAL, GRADES, PED, ETC.)

-2012 California Manual on Uniform Traffic Control Devices - Part 2

0019AC GUIDE SIGNS 10 EA

(INCL. NAMES, MILEAGE, ROUTES, DIRECTION, ETC.)

-2012 California Manual on Uniform Traffic Control Devices - Part 2

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0020 LIGHTING- TO INCLUDE STREET AND PARKING LOT (16528)

0020AA LIGHTING POLE (TO INCLUDE ALUMIN. POLE (40')

ONE ARM BRACKET, CONC BASE (UP TO 6' DEEP)

WIRE, AND CONDUIT (5 OR LESS) 3 EA

-26 56 00

0020AB LIGHTING POLE (TO INCLUDE ALUMIN. POLE (40') 3 EA

ONE ARM BRACKET, CONC BASE (UP TO 6' DEEP)

WIRE, AND CONDUIT (6 OR MORE)

-26 56 00

0020AC HPS LUMINAIRE 2 EA

(INSTALLED) (5 OR LESS)

-26 56 00

0020AD HPS LUMINAIRE 3 EA

(INSTALLED) (6 OR MORE)

-26 56 00

0020AE FLUORESCENT LUMINAIRE 2 EA

(INSTALLED) (5 OR LESS)

-26 56 00

0020AF FLUORESCENT LUMINAIRE 3 EA

(INSTALLED) (6 OR MORE)

-26 56 00

0020AG LED LUMINAIRE 2 EA

(INSTALLED) (5 OR LESS)

-26 56 00

0020AH LED LUMINAIRE 3 EA

(INSTALLED) (6 OR MORE)

-26 56 00

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0021 LANDSCAPING

0021AA IRRIGATION PIPE 3,000 LF

(1” PVC) SCHEDULE 40

-32 84 24

0021AD FIXED RISER IRRIGATION HEAD 50 EA

-32 84 24

0021AE POP-UP IRRIGATION HEAD 50 EA

-32 84 24

0021AF BUBBLER IRRIGATION HEAD 50 EA

-32 84 24

0021AG FIXED DRIP IRRIGATION HEAD 50 EA

-32 84 24

0021AH POP-UP DRIP IRRIGATION HEAD 50 EA

-32 84 24

0021AK CONTROLLERS 5 EA

(MULTI- ZONE, DIGITAL, UP TO 8 ZONES)

-32 84 24

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0022 JOINT REPAIR

0022AA COMPRESSION SEAL 20,000 LF

-32 13 73

0022AA SILICONE (ASTM D 5893) 20,000 LF

-32 01 19

0022AB JET FUEL/BLAST RESISTANT (SS-S-200E) 2,000 LF

-32 01 19

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0023 CONCRETE SPALL REPAIR

0023AA SPALL REPAIR 200 SF

-32 01 28

0023AB ROUT AND SEAL CRACKS IN CONCRETE 50 LF

-UFC 3-270-03 CONCRETE CRACK AND PARTIAL DEPTH SPALL REPAIR

0023AC RUBBER REMOVAL (BY CHEMICAL MEANS) 50,000 SF

-32 01 11.52

0023AD RUBBER REMOVAL (BY WATER BLASTING) 100,000 SF

-32 01 11.52

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0024 DEMO CONCRETE AND ASPHALT (02220)

0024AA DEMO CONCRETE CURB AND GUTTER 200 LF

-02 41 00

0024AB DEMO ASPHALT 200 SY

-02 41 00

0024AC DEMO CONCRETE 100 CY

-02 41 00

0024AD CONCRETE CRUSHING 2,000 CY

(Includes Mob and Setup of plant type/conveyor system crusher with 3 operators - particle sizes 6" minus to 1" minus)

(Exact particle size to be determined at award of task order)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0025 SURVEY

0025AA 1 LS & 1 SURVEY TECH/SURVEY EQUIP. & TRUCK 10 HR

0025AB 1 LS & 2 SURVEY TECH/SURVEY EQUIP. & TRUCK 20 HR

(These items are for additional surveying, as required, above and beyond a standard asphalt paving project.

Surveying incidental to a standard asphalt paving project is to be included in the line items associated with the standard asphalt paving project.)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0026 SECURITY DEVICES

0026AA BOLLARDS 30 EA

4 ½” 3000 PSI CONCRETE FILLED STEEL PIPE 5 ½’ LONG

SET IN A 14’ DIA X 2 ½’ DEEP HOLE FILLED WITH 3000 PSI CONCRETE

PAINTED (COLOR TBD) WITH A 3’ WIDE BAND OF REFLECTIVE TAPE

6” BELOW TOP OF BOLLARD

0026AB PROTECTIVE BERMS 30 CY

COHESIVE SOIL COMPACTED TO 95% MAXIMUM DENSITY

IN 8” LIFTS, EXTERIOR SURFACES OF BERMS TO BE GRADED

TO A UNIFORM SMOOTH FINISH

PAYMENT BASED ON CUBIC YARDAGE OF SOIL USED

0026AC K-RAILS 25 EA

20’ LONG X 32” HIGH

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

0027 ADDITIONAL WORK

0027AA MOBILIZATION AND DEMOBILIZATION N/A N/A N/A N/A

FOR SITES OTHER THAN EDWARDS AIR FORCE BASE

(TO BE NEGOTIATED PER TASK ORDER)

0027AB MOBILIZATION AND DEMOBILIZATION 1 LS

FOR FT IRWIN (for large project greater than $650K) (Includes per deim for workers)

0027AC MOBILIZATION AND DEMOBILIZATION 1 LS

FOR FT IRWIN (for small project less than $650K) (Includes per deim for workers)

0027AD LABOR POOL N/A N/A N/A N/A

DOLLAR AMOUNT NOT TO EXCEED $100,000 PER TASK ORDER.

(TO BE NEGOTIATED PER TASK ORDER - OTHER THAN 0029AG, 0029AH, and 0029AJ) (To be used for additional items incidental to paving projects such as utility relocates, traffic detour plans and execution, security gate monitors, security inspection training and performance, etc.)

0027AE EQUIPMENT POOL N/A N/A N/A N/A

DOLLAR AMOUNT NOT TO EXCEED $100,000 PER TASK ORDER.

(TO BE NEGOTIATED PER TASK ORDER)

(To be used for additional items incidental to paving projects such as utility relocates, traffic detour plans and execution, security gate monitors, security inspection training and performance, etc.)

0027AF MATERIAL POOL N/A N/A N/A N/A

DOLLAR AMOUNT NOT TO EXCEED $100,000 PER TASK ORDER.

(TO BE NEGOTIATED PER TASK ORDER)

(To be used for additional items incidental to paving projects such as utility relocates, traffic detour plans and execution, security gate monitors, security inspection training and performance, etc.)

0027AG LABORER 100 HR

0027AH OPERATOR, HEAVY EQUIPMENT 100 HR

0027AJ OPERATOR, LIGHT EQUIPMENT 100 HR

TOTAL ESTIMATE AMOUNT FOR BASE YEAR

(LINE ITEM NOS. 0001-0027AJ)

OPTION YEAR 1

LINE ITEMS 1001-1027AJ

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1001 FULL WIDTH REPLACEMENT OF OLD AC WITH NEW

1001AA PAVEMENT 3” 20,000 SY

-32 12 16

1001AB EACH ADDED INCH 4,500 SY

-32 12 16

1001AC PAVEMENT 3” - AIRFIELD SHOULDERS 20,000 SY

-32 12 16 (No RAP)

1001AD EACH ADDED INCH 4,500 SY

-32 12 16 (No RAP)

1001AE PAVEMENT 3” - AIRFIELD LOAD BEARING 20,000 SY

-32 12 15.13 (No RAP)

1001AF EACH ADDED INCH 4,500 SY

-32 12 15.13 (No RAP)

1001AG PRIME COAT 3,500 SY

-32 12 10

1001AH BASE 6” 7,700 SY

-32 11 16

1001AJ EACH ADDED INCH 4,000 SY

-32 11 16

1001AK MILL ASPHALT 1” 20,000 SY

-32 01 16.17

1001AL EACH ADDED INCH 20,000 SY

-32 01 16.17

1001AM TACK COAT 12,000 SY

-32 12 10

1001AN SUBGRADE PREP (ASSUME 6" THICK) 10,000 SY

-31 00 00

1001AO PULVERIZE A/C 12,000 SY

-CALTRANS Guide - Flexible Pavement Rehabilitation Using Pulverization

1001AP CEMENT STABILIZED BASE 4,500 CY

-32 11 33

1001AQ SEAL JOINT BTW ASPHALT AND CONCRETE 14,000 LF

-32 12 15.13

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1002 PATCHING EXISTING ASPHALT

-UFC 3-270-01 ASPHALT MAINTENANCE AND REPAIR

1002AA LESS THAN OR EQUAL 1,000 SY

TO 100 SY PER LOCATION

1002AB MORE THAN 100 SY 1,000 SY

PER LOCATION

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1003 LESS THAN FULL WIDTH REPLACEMENT OF OLD ASPHALT (<3000 SY and 10' paving lane width)

1003AA PAVEMENT 3” 3,500 SY

-32 12 16

1003AB BASE 6” 3,500 SY

-32 11 16

1003AC SUBGRADE PREP ASSUME 6" THICK 1,400 SY

-31 00 00

1003AD PRIME COAT 500 SY

-32 12 10

1003AE TACK COAT 1,700 SY

-32 12 10

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1004 SLURRY SEAL COATING

1004AA SINGLE APPLICATION 5,000 SY

WITHOUT TACK COAT FROM 300

TO 5,000 SY PER LOCATION

-32 01 13

1004AB SINGLE APPLICATION 5,000 SY

WITHOUT TACK COAT MORE THAN

5,000 SY PER LOCATION

-32 01 13

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1005 REPAIR EXISTING ASPHALT PAVEMENT CRACKS

1005AA CRACKS LESS THAN 4,200 LF

1/8 INCH; LESS THAN OR EQUAL

TO 4,000 LF PER LOCATION

-32 01 17.16 and UFC 3-270-02

1005AB CRACKS LESS THAN 4,200 LF

1/8 INCH; MORE THAN 4,000 LF

PER LOCATION

-32 01 17.16 and UFC 3-270-02

1005AC CRACKS BETWEEN 1/8 4,200 LF

INCH AND 1 INCH; LESS THAN OR

EQUAL TO 4,000 LF PER LOCATION

-32 01 17.16 and UFC 3-270-02

1005AD CRACKS BETWEEN 1/8 4,200 LF

INCH AND 1 INCH; MORE THAN

4,000 LF PER LOCATION

-32 01 17.16 and UFC 3-270-02

1005AE CRACKS BETWEEN 1 4,200 LF

INCH AND 2 INCHES; LESS THAN

4,000 LF PER LOCATION

-32 01 17.16 and UFC 3-270-02

1005AF CRACKS BETWEEN 1 4,200 LF

INCH AND 2 INCHES; MORE THAN

4,000 LF PER LOCATION

-32 01 17.16 and UFC 3-270-02

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1006 STRIPING AND MARKING ON ROADS, PARKING LOTS, & AIRFIELDS

1006AA STRIPING 4” WIDE SOLID 75,000 LF

(REFLECTIVE w/ AIRFIELD BEADS)

LESS THAN 3,000 LF PER LOCATION

-32 17 24.00 10

1006AB STRIPING 4” WIDE SOLID 25,000 LF

(REFLECTIVE w/ AIRFIELD BEADS)

MORE THAN 3,000 LF PER LOCATION

-32 17 24.00 10

1006AC STRIPING 4” WIDE DASHED

(REFLECTIVE w/ AIRFIELD BEADS) 25,000 LF

LESS THAN 3,000 LF PER LOCATION

-32 17 24.00 10

1006AD STRIPING 4” WIDE DASHED

(REFLECTIVE w/ AIRFIELD BEADS) 8,500 LF

MORE THAN 3,000 LF PER LOCATION

-32 17 24.00 10

1006AE STRIPING 4” WIDE- DOUBLE SOLID

(REFLECTIVE w/ AIRFIELD BEADS) 25,000 LF

LESS THAN 3,000 LF PER LOCATION

-32 17 24.00 10

1006AF STRIPING 4” WIDE- DOUBLE SOLID

(REFLECTIVE w/ AIRFIELD BEADS) 8,500 LF

MORE THAN 3,000 LF PER LOCATION

-32 17 24.00 10

1006AG MARKING AIRFIELDS 35,000 SF

(REFLECTIVE w/AIRFIELD BEADS) -32 17 24.00 10

1006AH STENCILING/HAND MARKING ROADS and AIRFIELDS 35,000 SF (REFLECTIVE w/AIRFIELD BEADS) -32 17 24.00 10

1006AJ THERMOPLASTIC MARKINGS/STRIPING 5,000 SF

(REFLECTIVE w/AIRFIELD BEADS) -32 17 24.00 10

1006AK NON LEAD BASED PAINT 8,500 SF

REMOVAL FROM PAVED SURFACES

-32 01 11.52

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1007 RESHAPE EXISTING EARTH SHOULDERS AND DITCHES (02300)

1007AA SHOULDERS and DITCHES 13,000 LF -31 00 00

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1008 FOG SEAL

1008AA FROM 500 SY TO 4,200 SY

5,000 SY PER LOCATION

-32 01 13

1008AB MORE THAN 5,000 3,500 SY

SY PER LOCATION

-32 01 13

ESTIMATED UNIT UNIT

1009 CONCRETE WORK

1009AA AIRFIELD CONCRETE 2,000 CY

-32 13 11

1009AB CONCRETE FOR MINOR STRUCTURES 1,000 CY

INCLUDES SIDEWALKS, CURB AND GUTTER

SPANDRELS, VALLEY GUTTERS,

EQUIPMENT PADS, AND HEADWALLS

(LESS THAN 1,000 LF PER LOCATION)

-03 30 04

1009AC CONCRETE FOR MINOR STRUCTURES 1,000 CY

INCLUDES SIDEWALKS, CURB AND GUTTER

SPANDRELS, VALLEY GUTTERS,

EQUIPMENT PADS, AND HEADWALLS

(MORE THAN 1,000 LF PER LOCATION)

-03 30 04

1009AD NEW CONCRETE 500 CY

HANDICAP RAMP

-2010 ADA STANDARDS - CHAPTER 4

1009AE NEW REINFORCED 200 CY

CONCRETE ROADWAY PAD

-03 30 00 (5,000 PSI MIX)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1010 SURFACE MOUNTED REFLECTORS

1010AA RAISED REFLECTIVE MARKERS 2,000 EA

-32 17 24.00 10

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1011 CULVERTS

1011AA 18 IN. CMP 50 LF

-33 40 01

1011AB 24 IN. CMP 50 LF

-33 40 01

1011AC 36 IN. CMP 40 LF

-33 40 01

1011AD 48 IN. CMP 40 LF

-33 40 01

1011AE 18 IN. CONCRETE 40 LF

-33 40 01

1011AF 24 IN. CONCRETE 40 LF

-33 40 01

1011AG 36 IN. CONCRETE 40 LF

-33 40 01

1011AH 48 IN. CONCRETE 40 LF

1011AJ 18 IN. HDPE PIPE 50 LF

-33 40 01

1011AK 24 IN. HDPE PIPE 50 LF

-33 40 01

1011AL 36 IN. HDPE PIPE 50 LF

-33 40 01

1011AM 48 IN. HDPE PIPE 40 LF

-33 40 01

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1012 SELECT FILL MATERIAL 1,000 CY

-31 23 00.00 20

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1013 RAISE/ LOWER UTILITY COVERS 10 EA

-33 40 01

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1014 CHAIN LINK FENCE

1014AA 8’ HIGH CHAIN LINK

FENCE (NO BARBED WIRE) 100 LF

-32 31 13

1014AB 8’ HIGH PEDESTRIAN

GATE w/ HARDWARE 15 LF -32 31 13

1014AC 8’ HIGH VEHICLE ROLLING

GATE w/ HARDWARE 30 LF -32 31 13

1014AD 8’ HIGH VEHICLE SWING

GATE w/ HARDWARE 30 LF -32 31 13

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1015 EXCAVATION

1015AC TRENCH EXCAVATION 2,000 LF

-31 00 00

1015AC CLEAR AND GRUB 2,000 LF

-31 11 00

1015AB GENERAL EXCAVATION (CUT AND FILL) 2,000 LF

-31 23 00.00 20

1015AB ROCK EXCAVATION 200 CY

-31 23 00.00 20

1016 POT-HOLING FOR UTILITIES 50 HR

(This item is for additional pot-holing, as required, above and beyond a standard asphalt paving project.

Pot-holing incidental to a standard asphalt paving project is to be included in the line items associated with the standard asphalt paving project.)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1017 EXCAVATE/ DISPOSE/ TRANSPORT- UNSUITABLE MATERIAL

1017AA EXCAVATION OF UNSUITABLE MATERIAL 3,000 CY

-31 00 00

1017AB HAULING OF UNSUITABLE MATERIAL 3,000 CY

-31 00 00

1017AC LANDFILL DISPOSAL 500 CY

-31 00 00

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1018 FOREIGN OBJECT REMOVAL

1018AA MANUAL FOREIGN 30 HR

OBJECT REMOVAL (FOD)

1018AB MECHANICAL FOREIGN 100 HR

OBJECT REMOVAL (FOD)

(This item includes a mechanical sweeper and an operator)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1019 FURNISH AND INSTALL ROAD SIGNS (02452)

1019AA REGULATORY SIGNS 10 EA

(INCL. YIELD, STOP, SPEED, PARKING, ECT.)

-2012 California Manual on Uniform Traffic Control Devices - Part 2

1019AB WARNING SIGNS 10 EA

(INCL. SPEED, DIRECTIONAL, GRADES, PED, ETC.)

-2012 California Manual on Uniform Traffic Control Devices - Part 2

1019AC GUIDE SIGNS 10 EA

(INCL. NAMES, MILEAGE, ROUTES, DIRECTION, ETC.)

-2012 California Manual on Uniform Traffic Control Devices - Part 2

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1020 LIGHTING- TO INCLUDE STREET AND PARKING LOT (16528)

1020AA LIGHTING POLE (TO INCLUDE ALUMIN. POLE (40')

ONE ARM BRACKET, CONC BASE (UP TO 6' DEEP)

WIRE, AND CONDUIT (5 OR LESS) 3 EA

-26 56 00

1020AB LIGHTING POLE (TO INCLUDE ALUMIN. POLE (40') 3 EA

ONE ARM BRACKET, CONC BASE (UP TO 6' DEEP)

WIRE, AND CONDUIT (6 OR MORE)

-26 56 00

1020AC HPS LUMINAIRE 2 EA

(INSTALLED) (5 OR LESS)

-26 56 00

1020AD HPS LUMINAIRE 3 EA

(INSTALLED) (6 OR MORE)

-26 56 00

1020AE FLUORESCENT LUMINAIRE 2 EA

(INSTALLED) (5 OR LESS)

-26 56 00

1020AF FLUORESCENT LUMINAIRE 3 EA

(INSTALLED) (6 OR MORE)

-26 56 00

1020AG LED LUMINAIRE 2 EA

(INSTALLED) (5 OR LESS)

-26 56 00

1020AH LED LUMINAIRE 3 EA

(INSTALLED) (6 OR MORE)

-26 56 00

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1021 LANDSCAPING

1021AA IRRIGATION PIPE 3,000 LF

(1” PVC) SCHEDULE 40

-32 84 24

1021AD FIXED RISER IRRIGATION HEAD 50 EA

-32 84 24

1021AE POP-UP IRRIGATION HEAD 50 EA

-32 84 24

1021AF BUBBLER IRRIGATION HEAD 50 EA

-32 84 24

1021AG FIXED DRIP IRRIGATION HEAD 50 EA

-32 84 24

1021AH POP-UP DRIP IRRIGATION HEAD 50 EA

-32 84 24

1021AK CONTROLLERS 5 EA

(MULTI- ZONE, DIGITAL, UP TO 8 ZONES)

-32 84 24

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1022 JOINT REPAIR

1022AA COMPRESSION SEAL 20,000 LF

-32 13 73

1022AA SILICONE (ASTM D 5893) 20,000 LF

-32 01 19

1022AB JET FUEL/BLAST RESISTANT (SS-S-200E) 2,000 LF

-32 01 19

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1023 CONCRETE SPALL REPAIR

1023AA SPALL REPAIR 200 SF

-32 01 28

1023AB ROUT AND SEAL CRACKS IN CONCRETE 50 LF

-UFC 3-270-03 CONCRETE CRACK AND PARTIAL DEPTH SPALL REPAIR

1023AC RUBBER REMOVAL (BY CHEMICAL MEANS) 50,000 SF

-32 01 11.52

1023AD RUBBER REMOVAL (BY WATER BLASTING) 100,000 SF

-32 01 11.52

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1024 DEMO CONCRETE AND ASPHALT (02220)

1024AA DEMO CONCRETE CURB AND GUTTER 200 LF

-02 41 00

1024AB DEMO ASPHALT 200 SY

-02 41 00

1024AC DEMO CONCRETE 100 CY

-02 41 00

1024AD CONCRETE CRUSHING 2,000 CY

(Includes Mob and Setup of plant type/conveyor system crusher with 3 operators - particle sizes 6" minus to 1" minus)

(Exact particle size to be determined at award of task order)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1025 SURVEY

1025AA 1 LS & 1 SURVEY TECH/SURVEY EQUIP. & TRUCK 10 HR

1025AB 1 LS & 2 SURVEY TECH/SURVEY EQUIP. & TRUCK 20 HR

(These items are for additional surveying, as required, above and beyond a standard asphalt paving project.

Surveying incidental to a standard asphalt paving project is to be included in the line items associated with the standard asphalt paving project.)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1026 SECURITY DEVICES

1026AA BOLLARDS 30 EA

4 ½” 3000 PSI CONCRETE FILLED STEEL PIPE 5 ½’ LONG

SET IN A 14’ DIA X 2 ½’ DEEP HOLE FILLED WITH 3000 PSI CONCRETE

PAINTED (COLOR TBD) WITH A 3’ WIDE BAND OF REFLECTIVE TAPE

6” BELOW TOP OF BOLLARD

1026AB PROTECTIVE BERMS 30 CY

COHESIVE SOIL COMPACTED TO 95% MAXIMUM DENSITY

IN 8” LIFTS, EXTERIOR SURFACES OF BERMS TO BE GRADED

TO A UNIFORM SMOOTH FINISH

PAYMENT BASED ON CUBIC YARDAGE OF SOIL USED

1026AC K-RAILS 25 EA

20’ LONG X 32” HIGH

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

1027 ADDITIONAL WORK

1027AA MOBILIZATION AND DEMOBILIZATION N/A N/A N/A N/A

1027AB MOBILIZATION AND DEMOBILIZATION 1 LS

(Includes per deim for workers)

1027AC MOBILIZATION AND DEMOBILIZATION 1 LS

FOR FT IRWIN (for small project less than $650K) (Includes per deim for workers)

1027AD LABOR POOL N/A N/A N/A N/A

DOLLAR AMOUNT NOT TO EXCEED $100,000 PER TASK ORDER.

(TO BE NEGOTIATED PER TASK ORDER - OTHER THAN 0029AG, 0029AH, and 0029AJ) (To be used for additional items incidental to paving projects such as utility relocates, traffic detour plans and execution, security gate monitors, security inspection training and performance, etc.)

1027AE EQUIPMENT POOL N/A N/A N/A N/A

DOLLAR AMOUNT NOT TO EXCEED $100,000 PER TASK ORDER.

(TO BE NEGOTIATED PER TASK ORDER)

(To be used for additional items incidental to paving projects such as utility relocates, traffic detour plans and execution, 1027AF MATERIAL POOL N/A N/A N/A N/A

(TO BE NEGOTIATED PER TASK ORDER)

(To be used for additional items incidental to paving projects such as utility relocates, traffic detour plans and execution, security gate monitors, security inspection training and performance, etc.)

1027AG LABORER 100 HR

1027AH OPERATOR, HEAVY EQUIPMENT 100 HR

1027AJ OPERATOR, LIGHT EQUIPMENT 100 HR

TOTAL ESTIMATE AMOUNT FOR OPTION YEAR 1

(LINE ITEM NOS. 1001-1027AJ)

OPTION YEAR 2

LINE ITEMS 2001-2027AJ

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2001 FULL WIDTH REPLACEMENT OF OLD AC WITH NEW

2001AA PAVEMENT 3” 20,000 SY

-32 12 16

2001AB EACH ADDED INCH 4,500 SY

-32 12 16

2001AC PAVEMENT 3” - AIRFIELD SHOULDERS 20,000 SY

-32 12 16 (No RAP)

2001AD EACH ADDED INCH 4,500 SY

-32 12 16 (No RAP)

2001AE PAVEMENT 3” - AIRFIELD LOAD BEARING 20,000 SY

-32 12 15.13 (No RAP)

2001AF EACH ADDED INCH 4,500 SY

-32 12 15.13 (No RAP)

2001AG PRIME COAT 3,500 SY

-32 12 10

2001AH BASE 6” 7,700 SY

-32 11 16

2001AJ EACH ADDED INCH 4,000 SY

-32 11 16

2001AK MILL ASPHALT 1” 20,000 SY

-32 01 16.17

2001AL EACH ADDED INCH 20,000 SY

-32 01 16.17

2001AM TACK COAT 12,000 SY

-32 12 10

2001AN SUBGRADE PREP (ASSUME 6" THICK) 10,000 SY

-31 00 00

2001AO PULVERIZE A/C 12,000 SY

-CALTRANS Guide - Flexible Pavement Rehabilitation Using Pulverization

2001AP CEMENT STABILIZED BASE 4,500 CY

-32 11 33

2001AQ SEAL JOINT BTW ASPHALT AND CONCRETE 14,000 LF

-32 12 15.13

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2002 PATCHING EXISTING ASPHALT

-UFC 3-270-01 ASPHALT MAINTENANCE AND REPAIR

2002AA LESS THAN OR EQUAL 1,000 SY

TO 100 SY PER LOCATION

2002AB MORE THAN 100 SY 1,000 SY

PER LOCATION

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2003 LESS THAN FULL WIDTH REPLACEMENT OF OLD ASPHALT (<3000 SY and 10' paving lane width)

2003AA PAVEMENT 3” 3,500 SY

-32 12 16

2003AB BASE 6” 3,500 SY

-32 11 16

2003AC SUBGRADE PREP ASSUME 6" THICK 1,400 SY

-31 00 00

2003AD PRIME COAT 500 SY

-32 12 10

2003AE TACK COAT 1,700 SY

-32 12 10

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2004 SLURRY SEAL COATING

2004AA SINGLE APPLICATION 5,000 SY

WITHOUT TACK COAT FROM 300

TO 5,000 SY PER LOCATION

-32 01 13

2004AB SINGLE APPLICATION 5,000 SY

WITHOUT TACK COAT MORE THAN

5,000 SY PER LOCATION

-32 01 13

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2005 REPAIR EXISTING ASPHALT PAVEMENT CRACKS

2005AA CRACKS LESS THAN 4,200 LF

1/8 INCH; LESS THAN OR EQUAL

TO 4,000 LF PER LOCATION

-32 01 17.16 and UFC 3-270-02

2005AB CRACKS LESS THAN 4,200 LF

1/8 INCH; MORE THAN 4,000 LF

PER LOCATION

-32 01 17.16 and UFC 3-270-02

2005AC CRACKS BETWEEN 1/8 4,200 LF

INCH AND 1 INCH; LESS THAN OR

EQUAL TO 4,000 LF PER LOCATION

-32 01 17.16 and UFC 3-270-02

2005AD CRACKS BETWEEN 1/8 4,200 LF

INCH AND 1 INCH; MORE THAN

4,000 LF PER LOCATION

-32 01 17.16 and UFC 3-270-02

2005AE CRACKS BETWEEN 1 4,200 LF

INCH AND 2 INCHES; LESS THAN

4,000 LF PER LOCATION

-32 01 17.16 and UFC 3-270-02

2005AF CRACKS BETWEEN 1 4,200 LF

INCH AND 2 INCHES; MORE THAN

4,000 LF PER LOCATION

-32 01 17.16 and UFC 3-270-02

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2006 STRIPING AND MARKING ON ROADS, PARKING LOTS, & AIRFIELDS

2006AA STRIPING 4” WIDE SOLID 75,000 LF

(REFLECTIVE w/ AIRFIELD BEADS)

LESS THAN 3,000 LF PER LOCATION

-32 17 24.00 10

2006AB STRIPING 4” WIDE SOLID 25,000 LF

(REFLECTIVE w/ AIRFIELD BEADS)

MORE THAN 3,000 LF PER LOCATION

-32 17 24.00 10

2006AC STRIPING 4” WIDE DASHED

(REFLECTIVE w/ AIRFIELD BEADS) 25,000 LF

LESS THAN 3,000 LF PER LOCATION

-32 17 24.00 10

2006AD STRIPING 4” WIDE DASHED

(REFLECTIVE w/ AIRFIELD BEADS) 8,500 LF

MORE THAN 3,000 LF PER LOCATION

-32 17 24.00 10

2006AE STRIPING 4” WIDE- DOUBLE SOLID

(REFLECTIVE w/ AIRFIELD BEADS) 25,000 LF

LESS THAN 3,000 LF PER LOCATION

-32 17 24.00 10

2006AF STRIPING 4” WIDE- DOUBLE SOLID

(REFLECTIVE w/ AIRFIELD BEADS) 8,500 LF

MORE THAN 3,000 LF PER LOCATION

-32 17 24.00 10

2006AG MARKING AIRFIELDS 35,000 SF

(REFLECTIVE w/AIRFIELD BEADS) -32 17 24.00 10

2006AH STENCILING/HAND MARKING ROADS and AIRFIELDS 35,000 SF (REFLECTIVE w/AIRFIELD BEADS) -32 17 24.00 10

2006AJ THERMOPLASTIC MARKINGS/STRIPING 5,000 SF

(REFLECTIVE w/AIRFIELD BEADS) -32 17 24.00 10

2006AK NON LEAD BASED PAINT 8,500 SF

REMOVAL FROM PAVED SURFACES

-32 01 11.52

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2007 RESHAPE EXISTING EARTH SHOULDERS AND DITCHES (02300)

2007AA SHOULDERS and DITCHES 13,000 LF -31 00 00

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2008 FOG SEAL

2008AA FROM 500 SY TO 4,200 SY

5,000 SY PER LOCATION

-32 01 13

2008AB MORE THAN 5,000 3,500 SY

SY PER LOCATION

-32 01 13

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2009 CONCRETE WORK

2009AA AIRFIELD CONCRETE 2,000 CY

-32 13 11

2009AB CONCRETE FOR MINOR STRUCTURES 1,000 CY

INCLUDES SIDEWALKS, CURB AND GUTTER

SPANDRELS, VALLEY GUTTERS,

EQUIPMENT PADS, AND HEADWALLS

(LESS THAN 1,000 LF PER LOCATION)

-03 30 04

2009AC CONCRETE FOR MINOR STRUCTURES 1,000 CY

INCLUDES SIDEWALKS, CURB AND GUTTER

SPANDRELS, VALLEY GUTTERS,

EQUIPMENT PADS, AND HEADWALLS

(MORE THAN 1,000 LF PER LOCATION)

-03 30 04

2009AD NEW CONCRETE 500 CY

HANDICAP RAMP

-2010 ADA STANDARDS - CHAPTER 4

2009AE NEW REINFORCED 200 CY

CONCRETE ROADWAY PAD

-03 30 00 (5,000 PSI MIX)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2020 SURFACE MOUNTED REFLECTORS

2020AA RAISED REFLECTIVE MARKERS 2,000 EA

-32 17 24.00 10

2011 CULVERTS

2011AA 18 IN. CMP 50 LF

-33 40 01

2011AB 24 IN. CMP 50 LF

-33 40 01

2011AC 36 IN. CMP 40 LF

-33 40 01

2011AD 48 IN. CMP 40 LF

-33 40 01

2011AE 18 IN. CONCRETE 40 LF

-33 40 01

2011AF 24 IN. CONCRETE 40 LF

-33 40 01

2011AG 36 IN. CONCRETE 40 LF

-33 40 01

2011AH 48 IN. CONCRETE 40 LF

-33 40 01

2011AJ 18 IN. HDPE PIPE 50 LF

-33 40 01

2011AK 24 IN. HDPE PIPE 50 LF

-33 40 01

2011AL 36 IN. HDPE PIPE 50 LF

-33 40 01

2011AM 48 IN. HDPE PIPE 40 LF

-33 40 01

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2012 SELECT FILL MATERIAL 1,000 CY

-31 23 00.00 20

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2013 RAISE/ LOWER UTILITY COVERS 10 EA

-33 40 01

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2014 CHAIN LINK FENCE

2014AA 8’ HIGH CHAIN LINK

FENCE (NO BARBED WIRE) 100 LF

-32 31 13

2014AB 8’ HIGH PEDESTRIAN

GATE w/ HARDWARE 15 LF -32 31 13

2014AC 8’ HIGH VEHICLE ROLLING

GATE w/ HARDWARE 30 LF -32 31 13

2014AD 8’ HIGH VEHICLE SWING

GATE w/ HARDWARE 30 LF -32 31 13

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2015 EXCAVATION

2015AC TRENCH EXCAVATION 2,000 LF

-31 00 00

2015AC CLEAR AND GRUB 2,000 LF

-31 11 00

2015AB GENERAL EXCAVATION (CUT AND FILL) 2,000 LF

-31 23 00.00 20

2015AB ROCK EXCAVATION 200 CY

-31 23 00.00 20

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2016 POT-HOLING FOR UTILITIES 50 HR

(This item is for additional pot-holing, as required, above and beyond a standard asphalt paving project.

Pot-holing incidental to a standard asphalt paving project is to be included in the line items associated with the standard asphalt paving project.)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2017 EXCAVATE/ DISPOSE/ TRANSPORT- UNSUITABLE MATERIAL

2017AA EXCAVATION OF UNSUITABLE MATERIAL 3,000 CY

-31 00 00

2017AB HAULING OF UNSUITABLE MATERIAL 3,000 CY

-31 00 00

2017AC LANDFILL DISPOSAL 500 CY

-31 00 00

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2018 FOREIGN OBJECT REMOVAL

2018AA MANUAL FOREIGN 30 HR

OBJECT REMOVAL (FOD)

2018AB MECHANICAL FOREIGN 100 HR

OBJECT REMOVAL (FOD)

(This item includes a mechanical sweeper and an operator)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2019 FURNISH AND INSTALL ROAD SIGNS (02452)

2019AA REGULATORY SIGNS 10 EA

(INCL. YIELD, STOP, SPEED, PARKING, ECT.)

-2012 California Manual on Uniform Traffic Control Devices - Part 2 and UFC 3-120-01

2019AB WARNING SIGNS 10 EA

(INCL. SPEED, DIRECTIONAL, GRADES, PED, ETC.)

-2012 California Manual on Uniform Traffic Control Devices - Part 2 and UFC 3-120-01

2019AC GUIDE SIGNS 10 EA

(INCL. NAMES, MILEAGE, ROUTES, DIRECTION, ETC.)

-2012 California Manual on Uniform Traffic Control Devices - Part 2 and UFC 3-120-01

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2020 LIGHTING- TO INCLUDE STREET AND PARKING LOT (16528)

2020AA LIGHTING POLE (TO INCLUDE ALUMIN. POLE (40')

ONE ARM BRACKET, CONC BASE (UP TO 6' DEEP)

WIRE, AND CONDUIT (5 OR LESS) 3 EA

-26 56 00

2020AB LIGHTING POLE (TO INCLUDE ALUMIN. POLE (40') 3 EA

ONE ARM BRACKET, CONC BASE (UP TO 6' DEEP)

WIRE, AND CONDUIT (6 OR MORE)

-26 56 00

2020AC HPS LUMINAIRE 2 EA

(INSTALLED) (5 OR LESS)

-26 56 00

2020AD HPS LUMINAIRE 3 EA

(INSTALLED) (6 OR MORE)

-26 56 00

2020AE FLUORESCENT LUMINAIRE 2 EA

(INSTALLED) (5 OR LESS)

-26 56 00

2020AF FLUORESCENT LUMINAIRE 3 EA

(INSTALLED) (6 OR MORE)

-26 56 00

2020AG LED LUMINAIRE 2 EA

(INSTALLED) (5 OR LESS)

-26 56 00

2020AH LED LUMINAIRE 3 EA

(INSTALLED) (6 OR MORE)

-26 56 00

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2021 LANDSCAPING

2021AA IRRIGATION PIPE 3,000 LF

(1” PVC) SCHEDULE 40

-32 84 24

2021AD FIXED RISER IRRIGATION HEAD 50 EA

-32 84 24

2021AE POP-UP IRRIGATION HEAD 50 EA

-32 84 24

2021AF BUBBLER IRRIGATION HEAD 50 EA

-32 84 24

2021AG FIXED DRIP IRRIGATION HEAD 50 EA

-32 84 24

2021AH POP-UP DRIP IRRIGATION HEAD 50 EA

-32 84 24

2021AK CONTROLLERS 5 EA

(MULTI- ZONE, DIGITAL, UP TO 8 ZONES)

-32 84 24

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2022 JOINT REPAIR

2022AA COMPRESSION SEAL 20,000 LF

-32 13 73

2022AA SILICONE (ASTM D 5893) 20,000 LF

-32 01 19

2022AB JET FUEL/BLAST RESISTANT (SS-S-200E) 2,000 LF

-32 01 19

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2023 CONCRETE SPALL REPAIR

2023AA SPALL REPAIR 200 SF

-32 01 28

2023AB ROUT AND SEAL CRACKS IN CONCRETE 50 LF

-UFC 3-270-03 CONCRETE CRACK AND PARTIAL DEPTH SPALL REPAIR

2023AC RUBBER REMOVAL (BY CHEMICAL MEANS) 50,000 SF

-32 01 11.52

2023AD RUBBER REMOVAL (BY WATER BLASTING) 100,000 SF

-32 01 11.52

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2024 DEMO CONCRETE AND ASPHALT (02220)

2024AA DEMO CONCRETE CURB AND GUTTER 200 LF

-02 41 00

2024AB DEMO ASPHALT 200 SY

-02 41 00

2024AC DEMO CONCRETE 100 CY

-02 41 00

2024AD CONCRETE CRUSHING 2,000 CY

(Includes Mob and Setup of plant type/conveyor system crusher with 3 operators - particle sizes 6" minus to 1" minus)

(Exact particle size to be determined at award of task order)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2025 SURVEY

2025AA 1 LS & 1 SURVEY TECH/SURVEY EQUIP. & TRUCK 10 HR

2025AB 1 LS & 2 SURVEY TECH/SURVEY EQUIP. & TRUCK 20 HR

(These items are for additional surveying, as required, above and beyond a standard asphalt paving project.

Surveying incidental to a standard asphalt paving project is to be included in the line items associated with the standard asphalt paving project.)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2026 SECURITY DEVICES

2026AA BOLLARDS 30 EA

4 ½” 3000 PSI CONCRETE FILLED STEEL PIPE 5 ½’ LONG

SET IN A 14’ DIA X 2 ½’ DEEP HOLE FILLED WITH 3000 PSI CONCRETE

PAINTED (COLOR TBD) WITH A 3’ WIDE BAND OF REFLECTIVE TAPE

6” BELOW TOP OF BOLLARD

2026AB PROTECTIVE BERMS 30 CY

COHESIVE SOIL COMPACTED TO 95% MAXIMUM DENSITY

IN 8” LIFTS, EXTERIOR SURFACES OF BERMS TO BE GRADED

TO A UNIFORM SMOOTH FINISH

PAYMENT BASED ON CUBIC YARDAGE OF SOIL USED

2026AC K-RAILS 25 EA

20’ LONG X 32” HIGH

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

2027 ADDITIONAL WORK

2027AA MOBILIZATION AND DEMOBILIZATION N/A N/A N/A N/A

2027AB MOBILIZATION AND DEMOBILIZATION 1 LS

(Includes per deim for workers)

2027AC MOBILIZATION AND DEMOBILIZATION 1 LS

FOR FT IRWIN (for small project less than $650K) (Includes per deim for workers)

2027AD LABOR POOL N/A N/A N/A N/A

(TO BE NEGOTIATED PER TASK ORDER - OTHER THAN 0029AG, 0029AH, and 0029AJ)

(To be used for additional items incidental to paving projects such as utility relocates, traffic detour plans and execution, security gate monitors, security inspection training and performance, etc.)

2027AE EQUIPMENT POOL N/A N/A N/A N/A

DOLLAR AMOUNT NOT TO EXCEED $100,000 PER TASK ORDER.

(TO BE NEGOTIATED PER TASK ORDER)

(To be used for additional items incidental to paving projects such as utility relocates, traffic detour plans and execution, 2027AF MATERIAL POOL N/A N/A N/A N/A

(TO BE NEGOTIATED PER TASK ORDER)

(To be used for additional items incidental to paving projects such as utility relocates, traffic detour plans and execution, security gate monitors, security inspection training and performance, etc.)

2027AG LABORER 100 HR

2027AH OPERATOR, HEAVY EQUIPMENT 100 HR

2027AJ OPERATOR, LIGHT EQUIPMENT 100 HR

TOTAL ESTIMATE AMOUNT FOR OPTION YEAR 2

(LINE ITEM NOS. 2001-2027AJ)

OPTION YEAR 3

LINE ITEMS 3001-3027AJ

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

3001 FULL WIDTH REPLACEMENT OF OLD AC WITH NEW

3001AA PAVEMENT 3” 20,000 SY

-32 12 16

3001AB EACH ADDED INCH 4,500 SY

-32 12 16

3001AC PAVEMENT 3” - AIRFIELD SHOULDERS 20,000 SY

-32 12 16 (No RAP)

3001AD EACH ADDED INCH 4,500 SY

-32 12 16 (No RAP)

3001AE PAVEMENT 3” - AIRFIELD LOAD BEARING 20,000 SY

-32 12 15.13 (No RAP)

3001AF EACH ADDED INCH 4,500 SY

-32 12 15.13 (No RAP)

3001AG PRIME COAT 3,500 SY

-32 12 10

3001AH BASE 6” 7,700 SY

-32 11 16

3001AJ EACH ADDED INCH 4,000 SY

-32 11 16

3001AK MILL ASPHALT 1” 20,000 SY

-32 01 16.17

3001AL EACH ADDED INCH 20,000 SY

-32 01 16.17

3001AM TACK COAT 12,000 SY

-32 12 10

3001AN SUBGRADE PREP (ASSUME 6" THICK) 10,000 SY

-31 00 00

3001AO PULVERIZE A/C 12,000 SY

-CALTRANS Guide - Flexible Pavement Rehabilitation Using Pulverization

3001AP CEMENT STABILIZED BASE 4,500 CY

-32 11 33

3001AQ SEAL JOINT BTW ASPHALT AND CONCRETE 14,000 LF

-32 12 15.13

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

3002 PATCHING EXISTING ASPHALT

-UFC 3-270-01 ASPHALT MAINTENANCE AND REPAIR

3002AA LESS THAN OR EQUAL 1,000 SY

TO 100 SY PER LOCATION

3002AB MORE THAN 100 SY 1,000 SY

PER LOCATION

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

3003 LESS THAN FULL WIDTH REPLACEMENT OF OLD ASPHALT (<3000 SY and 10' paving lane width)

3003AA PAVEMENT 3” 3,500 SY

-32 12 16

3003AB BASE 6” 3,500 SY

-32 11 16

3003AC SUBGRADE PREP ASSUME 6" THICK 1,400 SY

-31 00 00

3003AD PRIME COAT 500 SY

-32 12 10

3003AE TACK COAT 1,700 SY

-32 12 10

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

3004 SLURRY SEAL COATING

3004AA SINGLE APPLICATION 5,000 SY

WITHOUT TACK COAT FROM 300

TO 5,000 SY PER LOCATION

-32 01 13

3004AB SINGLE APPLICATION 5,000 SY

WITHOUT TACK COAT MORE THAN

5,000 SY PER LOCATION

-32 01 13

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

3005 REPAIR EXISTING ASPHALT PAVEMENT CRACKS

3005AA CRACKS LESS THAN 4,200 LF

1/8 INCH; LESS THAN OR EQUAL

TO 4,000 LF PER LOCATION

-32 01 17.16 and UFC 3-270-02

3005AB CRACKS LESS THAN 4,200 LF

1/8 INCH; MORE THAN 4,000 LF

PER LOCATION

-32 01 17.16 and UFC 3-270-02

3005AC CRACKS BETWEEN 1/8 4,200 LF

INCH AND 1 INCH; LESS THAN OR

EQUAL TO 4,000 LF PER LOCATION

-32 01 17.16 and UFC 3-270-02

3005AD CRACKS BETWEEN 1/8 4,200 LF

INCH AND 1 INCH; MORE THAN

4,000 LF PER LOCATION

-32 01 17.16 and UFC 3-270-02

3005AE CRACKS BETWEEN 1 4,200 LF

INCH AND 2 INCHES; LESS THAN

4,000 LF PER LOCATION

-32 01 17.16 and UFC 3-270-02

3005AF CRACKS BETWEEN 1 4,200 LF

INCH AND 2 INCHES; MORE THAN

4,000 LF PER LOCATION

-32 01 17.16 and UFC 3-270-02

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

3006 STRIPING AND MARKING ON ROADS, PARKING LOTS, & AIRFIELDS

3006AA STRIPING 4” WIDE SOLID 75,000 LF

(REFLECTIVE w/ AIRFIELD BEADS)

LESS THAN 3,000 LF PER LOCATION

-32 17 24.00 10

3006AB STRIPING 4” WIDE SOLID 25,000 LF

(REFLECTIVE w/ AIRFIELD BEADS)

MORE THAN 3,000 LF PER LOCATION

-32 17 24.00 10

3006AC STRIPING 4” WIDE DASHED

(REFLECTIVE w/ AIRFIELD BEADS) 25,000 LF

LESS THAN 3,000 LF PER LOCATION

-32 17 24.00 10

3006AD STRIPING 4” WIDE DASHED

(REFLECTIVE w/ AIRFIELD BEADS) 8,500 LF

MORE THAN 3,000 LF PER LOCATION

-32 17 24.00 10

3006AE STRIPING 4” WIDE- DOUBLE SOLID

(REFLECTIVE w/ AIRFIELD BEADS) 25,000 LF

LESS THAN 3,000 LF PER LOCATION

-32 17 24.00 10

3006AF STRIPING 4” WIDE- DOUBLE SOLID

(REFLECTIVE w/ AIRFIELD BEADS) 8,500 LF

MORE THAN 3,000 LF PER LOCATION

-32 17 24.00 10

3006AG MARKING AIRFIELDS 35,000 SF

(REFLECTIVE w/AIRFIELD BEADS) -32 17 24.00 10

3006AH STENCILING/HAND MARKING ROADS and AIRFIELDS 35,000 SF (REFLECTIVE w/AIRFIELD BEADS) -32 17 24.00 10

3006AJ THERMOPLASTIC MARKINGS/STRIPING 5,000 SF

(REFLECTIVE w/AIRFIELD BEADS) -32 17 24.00 10

3006AK NON LEAD BASED PAINT 8,500 SF

REMOVAL FROM PAVED SURFACES

-32 01 11.52

ESTIMATED…