W912PL-09-R-0013.PDF

RFP NO. W912PL-09-R-0013

U.S. ARMY CORPS

OF ENGINEERS

LOS ANGELES DISTRICT

INDEFINITE DELIVERY/INDEFINITE QUANTITY (IDIQ)

CONTRACT FOR ASPHALT, PAVEMENT, AND

CONCRETE REPAIRS AND IMPROVEMENTS AT

MILITARY INSTALLATIONS

PRIMARILY FOR USE AT EDWARDS AIR FORCE BASE,

BUT MAY INCLUDE OTHER CORPS OF ENGINEERS’

(COE) CUSTOMERS WITHIN ALL OF THE SOUTH

PACIFIC DIVISION (INCLUDES CALIFORNIA, ARIZONA,

NEVADA, UTAH AND NEW MEXICO)

Construction Solicitation and Specifications

UNRESTRICTED

A PRIL 2009

IDIQ

CONTRACT for ASPHALT PAVEMENT REPAIRS and IMPROVEMENTS at MILITARY INSTALLATIONS

TABLE OF CONTENTS

Cover Sheet Table of Contents

SF 1442

00010 Pricing Schedule Section 00100 - Instructions to Bidders Section 00110 - Proposal Submission Requirements and Instructions Section 00120 - Proposal Evaluations abd Contract Award Section 00600 - Representations and Certifications Section 00700 - Contract Clauses Section 00800 - Special Contract Clauses Section 00850 - Wage Rates

TECHNICAL SPECIFICATIONS

DIVISION 01

01270 Measurement and Payment 01312 Quality Control System (QCS) 01320 Project Schedule 01330 Submittal Procedures 01355 Environment Protection 01451 Contractor Quality Control 01500 Temporary Construction Facilities 01505 General Requirements 01780 Contract Closeout l1cohmgm Text Box

W912PL-09-R-0013

TECHNICAL SPECIFICATIONS (CONT.)

DIVISION 02 - SITE WORK

02210 SUBSURFACE DRILLING, SAMPLING, AND TESTING

02213 PAVING GEOSYNTHETICS

02216 REINFORCEMENT GEOTEXTILE

02220 DEMOLITION

02230 CLEARING AND GRUBBING

02300 EARTHWORK

02316 EXCAVATION, TRENCHING, AND BACKFILLING FOR UTILITIES SYSTEMS

02452 TRAFFIC SIGNS

02567 GRINDING FOR ROADWAY PAVEMENT

02568 RAILROAD CROSSING PADS

02580 PAVEMENT MARKINGS

02581 PAVEMENT MARKINGS (EDWARDS AFB) PAINT, WATERBORNE TRAFFIC

LINE WHITE, YELLOW AND BLACK

02630 STORM-DRAINAGE SYSTEM

02703 HOT-MIX ASPHALT (HMA) FOR ROADS

02710 BITUMINOUS-STABILIZED BASE OR SUBBASE COURSE

02711 PORTLAND CEMENT-STABILIZED BASE OR SUBBASE COURSE

02712 LIME-STABILIZED SUBGRADE

02715 CHEMICALLY-STABILIZED AND SEALED SUBGRADE

02721 SUBBASE COURSES

02722 AGGREGATE BASE COURSE

02740 RUBBERIZED ASPHALT CONCRETE - WET PROCESS

02745 BITUMINOUS SURFACE TREATMENT

02746 RESIN MODIFIED PAVEMENT SURFACING MATERIAL

02748 BITUMINOUS TACK AND PRIME COATS

02749 HOT-MIX ASPHALT (HMA) FOR AIRFIELDS

02754 CONCRETE PAVEMENTS FOR SMALL PROJECTS

02760 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS

02762 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS

02770 CONCRETE SIDEWALKS, HANDICAP RAMPS, CURBS AND GUTTERS

02786 ASPHALT SLURRY SEAL

02787 BITUMINOUS REJUVENATION

02788 PATCHING AND REPAIRING OF BITUMINOUS PAVEMENTS

02811 IRRIGATION SYSTEMS

02831 CHAIN LINK FENCE

02840 VEHICLE BARRIERS

02921 SEEDING

02935 TURF

02950 PLANTING AND LANDSCAPING

02951 AIRFIELD RUNWAY RUBBER AND PAINT REMOVAL

02960 FULL DEPTH RECLAMATION - MECHANICAL STABILIZATION

02961 FULL DEPTH RECLAMATION - CEMENT/FLY ASH STABILIZATION

02962 FULL DEPTH RECLAMATION - ASPHALT STABILIZATION

02964 COLD MILLING OF BITUMINOUS PAVEMENTS

02975 SEALING OF CRACKS IN BITUMINOUS PAVEMENTS

02981 GROOVING FOR AIRFIELD PAVEMENTS

TECHNICAL SPECIFICATIONS (CONT.)

DIVISION 03 – CONCRETE

03100 STRUCTURAL CONCRETE FORMWORK

03200 CONCRETE REINFORCEMENT

03250 EXPANSION JOINTS AND CONTRACTION JOINTS

03300 CAST-IN-PLACE STRUCTURAL CONCRETE

03371 SHOTCRETE

DIVISION 04 thru DIVSION 12 (NOT APPLICABLE)

DIVISION 13

13283 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD

DIVISION 14 thru DIVSION 15 (NOT APPLICABLE)

DIVISION 16 – ELECTRICAL

16070 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

16370 ELECTRICAL DISTRIBUTION SYSTEM, AERIAL

16375 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

16528 EXTERIOR LIGHTING

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

00010- 1

BIDDER’S/OFFEROR’S NOTES:

1. Prices must be submitted on all individual items of this Pricing Schedule. Failure to do so may cause the proposal to be determined “non-responsive.”

2. The bidder/offeror shall distribute his indirect costs (overhead, profit, bond, etc) over all items in the Pricing Schedule. The Government will review all submitted Pricing Schedules for any unbalancing of the items. Any submitted Pricing Schedule determined to be unbalance may case the proposal to be determined “unacceptable.”

3. The bidder/offeror shall furnish all plant, labor, material, equipment, etc., necessary to perform all work in strict accordance with the terms and conditions set forth in the contract, to include all attachments thereto.

4. All extensions of the unit prices shown shall be subject to verification by the Government. In case of variation between the unit price and the extension, the unit price will be considered to be the bid/offer. For the purpose of initial evaluation of bids/offers, the following will be utilized in resolving arithmetic discrepancies found on the face of the Price Schedule as submitted by the bidder/offeror:

a. Obviously misplaced decimal points will be corrected;

b. In case of discrepancy between the unit price and the extended price, the unit price will govern;

c. Apparent errors in extension of unit prices will be corrected;

d. Apparent error in addition of lump sum and extended prices will be corrected.

For the purpose of initial evaluation, the Government will proceed on the assumption that the bidder/offeror intends the bid/offer to be evaluated on the basis of unit prices the totals arrived at by the resolution of arithmetic discrepancies as provided above and the bid/offer will be so reflect on the Abstract of Bids/Offers.

5. If a modification to a price is submitted which provides for a lump sum adjustment to the total price, the application of the lump sum adjustment to each item in the Pricing Schedule must be stated. If it is not stated, the bidder/offeror agrees that the lump sum adjustment shall be applied on a pro rata basis to every item in the Pricing Schedule.

6. Amounts and prices shall be indicated in either words or figures, NOT BOTH.

Bidders/Offerors are cautioned to check their Price Schedule carefully for errors prior to submission. If the Price Schedule contains unit prices, they shall be extended to the actual amount and not rounded off.

7. ADDITIONAL WORK:

MOBILIZATION/DEMOBILIZATION: Amount to be included in the individual line items, except for work off of Edwards AFB which will be negotiated per Task Order.

LABOR POOL: A pool of labor hours has been set aside to accomplish work not covered in the contract line items listed in the Price Schedule. The contractor is required to include direct labor rates, related labor rates, mix trades, overhead, General and Administrative expenses and Profit in the development of the composite labor rate. The justification for and dollar amount will be negotiated for each Task Order as needed.

EQUIPMENT POOL: This pool is established to accomplish work not covered in the contract line items listed in the Price Schedule. The contractor is required to provide copies of invoices for rental of equipment and/or to provide rate schedules in support of these costs. The justification for and dollar amount will be negotiated for each task Order as needed.

00010- 2

MATERIAL POOL: This pool is established to accomplish work not covered in the contract lines items listed in the Price Schedule. The Contractor is required to provide copies of purchase orders and/or invoices for material required/utilized in support of these costs. The justification for and dollar amount will be negotiated for each Task Order as needed.

8. BONDING REQUIREMENTS:

BID GUARANTEE FORM AND AMOUNT- IDIQ CONTRACTS:

When bids/offers exceed $100,000.00, the bidder/offeror shall furnish a separate bid guarantee in accordance with the solicitation provision titled “Bid Guarantee,” FAR 52.228-1. In accordance with FAR 28.101-2, the bid guarantee amount shall be at least 20% of the “bid price” but shall not exceed $3 million.

When the penal sum is expressed as a percentage, a maximum dollar limitation may be stated. If there are “Option Periods” on the Price Schedule, the term “bid price” is hereby defined as the total bid/offer not to include any amount for line items designated as “Option Periods”. FAR 28.106-1 states that a Standard Form (SF) 24 shall be used for the bid bond. In accordance with FAR 28.202(A)(1), corporate sureties utilized must appear on the list contained in the Department of Treasury Circular 570 titled “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and Acceptable Reinsuring Companies.”

PERFORMANCE AND PAYMENT BONDS OR ALTERNATIVE PAYMENT PROTECTIONS:

Pursuant to the Millar Act, Performance and Payment Bonds or Alternative Payments Protection will be provided for all Task Order awarded under this contract. Bonds or other protections shall be provided within 10 calendar days of award of a Task Order or as stated in the Request for Proposals. A Notice to Proceed will not be issued until the Contractor provides sufficient bonding to cover the work being performed.

9. APPLICATION OF DAVIS BACON ACT (DBA) PROVISIONS: The wage rates for this contract shall be in accordance with the Davis Bacon Act and the provisions of Federal Acquisition Regulation FAR Subpart 22.407(e)(i), 22.404-12(c)(i) and Contract Clause FAR 52.222-30, titled “Davis Bacon Act—Price Adjustment (None or Separately Specified Method). Wage determinations will be issued in conformance with the DOL rate in effect at the time of award of the Contract or subsequent exercise of an Option Period and shall apply to all task orders issued during the applicable period for the locality in which the work is to be performed. The wage rates shall remain in effect for the complete performance period of the task order without further revision. For instance, any task order issued during the Base Period of the contract shall have incorporated the wage determination in effect at the time of contract award for the locality of the project and any task orders issued during an option period shall include the rates applicable at the time of exercising the option. Task Order shall include complete text of the applicable DOL wage determination and shall not merely incorporate the determination by reference.

10. Quantities listed are estimated, the bidders/offerors unit prices must be FIRM.

11. Please note that although all contract line item numbers (CLINS) show a specific quantity, the actual quantity will be on an “as required” basis. The quantities specified in the Price Schedule are estimated for the purpose of evaluation only and are not necessarily purchased by this contract.

12. One contract will be awarded for a Base Period NTE 12 months and Four Option Periods NTE 12 each for a total contract performance period NTE 5 years (60 months) or a Maximum NTE Value of $29,950,000.00, whichever occurs first.

13. PRINCIPAL CONTRACTING OFFICER: The Contracting Officer who signs this contract will be the Principal Contracting Officer for this contract. However, any Contracting Officer assigned to the Los Angeles District, contracting within his or her authority, may take formal action on this contract when a contract action need to be taken and the Principal Contracting Officer is unavailable.

00010- 3

00010- 4

14. The Contract Clause FAR 52.232-27, “Prompt Payment for Construction Contracts” requires that the name and address of the contractor official, to whom payment is to be sent, be the same as that in the contract or in a proper Notice of Assignment.

15. Payments under Firm Fixed Price Task Orders will be made pursuant to FAR 52.232-5, “Payments Under Fixed Price Construction Contracts.”

Section 00010

SUPPLIES OR SERVICES AND PRICES/COSTS

HIGH DESERT PRICING SCHEDULE

UNRESTRICTED. BOTH LARGE AND SMALL BUSINESSES MAY SUBMIT AND OFFER ON THIS PRICING SCHEDULE.

DESCRIPTIONS OF WORK

BASE YEAR

LINE ITEMS 0001-0031AJ

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0001 FULL WIDTH REPLACEMENT OF OLD AC WITH NEW

0001AA PAVEMENT 3” 180,000 SY

-2703

0001AB EACH ADDED INCH 36,000 SY

-2703

0001AC PRIME COAT 24,000 SY

-2748

0001AD BASE 6” 54,000 SY

-2722

0001AE EACH ADDED INCH 27,000 SY

-2722

0001AF SUBBASE 6” 30,000 SY

-2721

0001AG EACH ADDED INCH 15,000 SY

-2721

0001AH MILL ASPHALT 1” 180,000 SY

-2964

0001AJ EACH ADDED INCH 180,000 SY

-2964

0001AK PAVEMENT GEOTEXTILE 10,000 SY

-2213

0001AL GLASS MESH GRID 1,200 SY

-2213

0001AM RUMBLE STRIPS 108,000 LF

-2703

0001AN TACK COAT 90,000 SY

-2748

0001AO SUBGRADE PREP

ASSUME 6” THICK 72,000 SY

-2300

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.

RFP No. W912PL-09-R-0013

0001AP RUBBERIZED ASPHALT PAVEMENT 2" 10,000 SY

-2740

0001AQ EACH ADDED INCH RUBBERIZED ASPHALT 6,000 SY

-2740

0001AR 2” RESIN MODIFIED PAVEMENT 2,400 SY

-2746

0001AS PULVERIZE A/C 90,000 SY

-2722

0001AT REINFORCING FABRIC 10,000 SY

-2216

0001AU CEMENT STABILIZED BASE (8 INCHES AT 6%) 30,000 SY

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0002 PATCHING EXISTING ASPHALT (02300), (02722), (02748), (02703)

0002AA LESS THAN OR EQUAL 10,000 SY

TO 100 SY PER LOCATION

0002AB MORE THAN 100 SY 10,000 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” 24,000 SY

-2703

0003AB BASE 6” 24,000 SY

-2722

0003AC SUBBASE 6” 9,600 SY

-2721

0003AD SUBGRADE PREP ASSUME 6" THICK 9,600 SY

-2300

0003AE PRIME COAT 3,600 SY

-2748

0003AF TACK COAT 12,000 SY

-2748

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0004 DRILLING AND SOIL TESTING

0004AA EXPLORATORY DRILLING BITUM PAVEMENT

(Up to 2 feet) 48 EA -2210

0004AB EXPLORATORY DRILLING BITUM PAVEMENT

(Each added foot) 96 EA -2210

0004AC EXPLORATORY DRILL CONCRETE PAVEMENT

(Up to 6 Inches) 24 EA -2210

0004AD EXPLORATORY DRILL CONCRETE PAVEMENT

(Each added 6 Inches) 48 EA -2210

0004AE DRIVE SAMPLE BORING & SAMPLING 120 EA

-2210

0004AF MOB & DEMOB 30 EA

-2210

0004AG SOIL SAMPLING & TESTING 300 EA

-2210

0004AH SOIL REPORTS 150 EA

-2210

0004AJ LEAD BASED PAINT SAMPLING & TESTING 24 EA

-13283 (These items are for additional testing, as required, above and beyond a standard asphalt paving project.

Testing 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

*0005 TRANSITION MATERIAL BETWEEN ROAD/RAILROAD CROSSING (RUBBER)

0005AA RUBBER RAILROAD CROSSING PADS 60 TLF

-2568

0005AB CONCRETE RAILROAD CROSSING PAD 60 TLF

-2568

0005AC BITUMINOUS RAILROAD CROSSING PAD 60 TLF

-2568

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0006 SLURRY SEAL COATING

0006AA SINGLE APPLICATION 36,000 SY

WITHOUT TACK COAT FROM 300

TO 5,000 SY PER LOCATION

-2786

0006AB SINGLE APPLICATION 36,000 SY

WITHOUT TACK COAT MORE THAN

5,000 SY PER LOCATION

-2786

0006AC SINGLE APPLICATION 36,000 SY

WITH TACK COAT FROM 300 TO

5,000 SY PER LOCATION

-2786

0006AD SINGLE APPLICATION 36,000 SY

WITH TACK COAT MORE THAN

5,000 SY PER LOCATION

-2786

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0007 REPAIR EXISTING ASPHALT PAVEMENT CRACKS

-2975

0007AA CRACKS LESS THAN 30,000 LF

1/8 INCH; LESS THAN OR EQUAL

TO 4,000 LF PER LOCATION

0007AB CRACKS LESS THAN 30,000 LF

1/8 INCH; MORE THAN 4,000 LF

PER LOCATION

0007AC CRACKS BETWEEN 1/8 30,000 LF

INCH AND 1 INCH; LESS THAN OR

EQUAL TO 4,000 LF PER LOCATION

0007AD CRACKS BETWEEN 1/8 30,000 LF

INCH AND 1 INCH; MORE THAN

4,000 LF PER LOCATION

0007AE CRACKS BETWEEN 1 30,000 LF

INCH AND 4 INCHES; LESS THAN

4,000 LF PER LOCATION

0007AF CRACKS BETWEEN 1 30,000 LF

INCH AND 4 INCHES; MORE THAN

4,000 LF PER LOCATION

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0008 STRIPING AND MARKING ON ROADS, PARKING LOTS, & AIRFIELDS

-2580

0008AA STRIPING 4” WIDE SOLID 540,000 LF

(REFLECTIVE w/ AIRFIELD BEADS)

LESS THAN 3,000 LF PER LOCATION

0008AB STRIPING 4” WIDE SOLID 180,000 LF

(REFLECTIVE w/ AIRFIELD BEADS)

MORE THAN 3,000 LF PER LOCATION

0008AC STRIPING 4” WIDE DASHED 0-45 MPH

(REFLECTIVE w/ AIRFIELD BEADS) 180,000 LF

LESS THAN 3,000 LF PER LOCATION

0008AD STRIPING 4” WIDE DASHED 0-45 MPH

(REFLECTIVE w/ AIRFIELD BEADS) 60,000 LF

MORE THAN 3,000 LF PER LOCATION

0008AE STRIPING 4” WIDE DASHED OVER 45 MPH

(REFLECTIVE w/ AIRFIELD BEADS) 270,000 LF

LESS THAN 3,000 LF PER LOCATION

0008AF STRIPING 4” WIDE DASHED OVER 45 MPH

(REFLECTIVE w/ AIRFIELD BEADS) 90,000 LF

MORE THAN 3,000 LF PER LOCATION

0008AG STRIPING 4” WIDE DOUBLE - 0-45 MPH

(REFLECTIVE w/ AIRFIELD BEADS) 180,000 LF

(1) SOLID/ (1) DASHED

LESS THAN 3,000 LF PER LOCATION

0008AH STRIPING 4” WIDE DOUBLE - 0-45 MPH

(1) SOLID/ (1) DASHED 60,000 LF

(REFLECTIVE w/ AIRFIELD BEADS)

MORE THAN 3,000 LF PER LOCATION

0008AJ STRIPING 4” WIDE DOUBLE - OVER 45 MPH

(1) SOLID/ (1) DASHED 270,000 LF

(REFLECTIVE w/ AIRFIELD BEADS)

LESS THAN 3,000 LF PER LOCATION

0008AK STRIPING 4” WIDE DOUBLE - OVER 45 MPH

(1) SOLID/ (1) DASHED 90,000 LF

(REFLECTIVE w/ AIRFIELD BEADS)

MORE THAN 3,000 LF PER LOCATION

0008AL STRIPING 4” WIDE- DOUBLE SOLID

(REFLECTIVE w/ AIRFIELD BEADS) 180,000 LF

LESS THAN 3,000 LF PER LOCATION

0008AM STRIPING 4” WIDE- DOUBLE SOLID

(REFLECTIVE w/ AIRFIELD BEADS) 60,000 LF

MORE THAN 3,000 LF PER LOCATION

0008AN MARKING PARKING LOTS 7,200 LF

(NON-REFLECTIVE)

LESS THAN 1500 LF PER LOCATION

0008AO MARKING PARKING LOTS 30,000 LF

(NON-REFLECTIVE)

MORE THAN 1500 LF PER LOCATION

0008AP MARKING AIRFIELDS 240,000 SF

(REFLECTIVE w/AIRFIELD BEADS)

0008AQ LEAD BASED PAINT

REMOVAL FROM PAVED

SURFACES AND DISPOSAL 180,000 SF

-13283

0008AR NON LEAD BASED PAINT

REMOVAL FROM PAVED

SURFACES AND DISPOSAL 60,000 SF

-13283

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0009 RESHAPE EXISTING EARTH SHOULDERS AND DITCHES (02300)

0009AA SHOULDERS 96,000 LF

0009AB DITCHES 30,000 LF

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0010 FOG SEAL

0010AA FROM 500 SY TO 30,000 SY

5,000 SY PER LOCATION

-2786

0010AB MORE THAN 5,000 24,000 SY

SY PER LOCATION

-2786

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0011 CONCRETE WORK

0011AA SIDEWALKS 18,000 SF

(THICKNESS 4 IN.)

-2770

0011AB CURB & GUTTERS 3,600 LF

(LESS THAN 1,000 LF PER LOCATION)

-2770

0011AC CURB & GUTTERS 4,800 LF

(MORE THAN 1,000 LF PER LOCATION)

-2770

0011AD NEW CONCRETE 3,000 SF

VALLEY GUTTERS

-2770

0011AE NEW CONCRETE 3,000 SF

SPANDRELS

(3100) (3200) (3250) (3300)

0011AF NEW CONCRETE

HANDICAP RAMP 3,000 SF

-2770

0011AG NEW REINFORCED

CONCRETE EQUIPMENT PAD 200 CY

(3100) (3200) (3250) (3300) (2754) (2760)

0011AH NEW REINFORCED

CONCRETE ROADWAY PAD 1000 CY

(3100) (3200) (3250) (3300) (2754) (2760) (Does not include Highway/Freeway construction.)

0011AJ REINFORCED

CONCRETE HEADWALL 100 CY

(3100) (3200) (3250) (3300)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0012 FLARED METAL HEADWALLS- INCLUDES INGRESS AND EGRESS

0012AA FLARED HEADWALL 24 INCHES 10 EA

-2630

0012AB FLARED HEADWALL 30 INCHES 10 EA

-2630

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0013 SURFACE MOUNTED REFLECTORS (02580)

0013AA TEMPORARY REFLECTORS 24,000 EA

0013AB TYPE D TWO WAY REFLECTIVE MARKERS 12,000 EA

0013AC TYPE G ONE WAY REFLECTORS 12,000 EA

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0014 REMOVE/ REPLACE CULVERTS (02630)

0014AA 24 IN. CMP 180 LF

0014AB 30 IN. CMP 120 LF

0014AC 24 IN. CONCRETE 180 LF

0014AD 30 IN. CONCRETE 120 LF

0014AE 24 IN. HDPE PIPE 180 LF

0014AF 30 IN. HDPE PIPE 120 LF

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0015 INSTALL NEW CULVERTS (02630)

0015AA 24 IN. CMP 300 LF

0015AB 30 IN. CMP 300 LF

0015AC 24 IN. CONCRETE 240 LF

0015AD 30 IN. CONCRETE 120 LF

0015AE 24 IN. HDPE PIPE 240 LF

0015AF 30 IN. HDPE PIPE 120 LF

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0016 SELECT FILL MATERIAL 10,000 CY

-2316

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0017 RAISE/ LOWER UTILITY COVERS 50 EA

-2630

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0018 FENCE (02831)

0018AA 8’ HIGH CHAIN LINK

FENCE (NO BARBED WIRE) 600 LF

0018AB 8’ HIGH PEDESTRIAN

GATE w/ HARDWARE 15 LF

0018AC 8’ HIGH VEHICLE ROLLING

GATE w/ HARDWARE 120 LF

0018AD 8’ HIGH VEHICLE SWING

GATE w/ HARDWARE 120 LF

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0019 EXCAVATION

0019AA COMMON EXCAVATION 24,000 CY

-2300

0019AB ROCK EXCAVATION 1,000 CY

(02300) (02316)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0020 POT-HOLING FOR UTILITIES 200 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

*0021 EXCAVATE/ DISPOSE/ TRANSPORT- UNSUITABLE MATERIAL

0021AA EXCAVATION OF UNSUITABLE MATERIAL 24,000 CY

(02300) (02316)

0021AB HAULING OF UNSUITABLE MATERIAL 24,000 CY

(02300) (02316)

0021AC LANDFILL DISPOSAL 3,600 CY

(02300) (02316)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0022 FOREIGN OBJECT REMOVAL

0022AA MANUAL FOREIGN 200 HR

OBJECT REMOVAL (FOD)

0022AB MECHANICAL FOREIGN 1000 HR

OBJECT REMOVAL (FOD)

(This item includes a mechanical sweeper and an operator)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0023 FURNISH AND INSTALL ROAD SIGNS (02452)

0023AA REGULATORY SIGNS 42 EA

(INCL. YIELD, STOP, SPEED,

DIRECTIONAL, PARKING, ETC.)

0023AB WARNING SIGNS 42 EA

(INCL. SPEED, DIRECTIONAL,

GRADES, PED., ETC.)

0023AC GUIDE SIGNS 42 EA

(INCL. NAMES, MILEAGE, ROUTES,

DIRECTION, AREAS, ETC.)

0023AD REMOVE/ REPLACE 42 EA

UTILITY SIGNS (BURIED

CABLE, ELECTRICAL, ETC.)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0024 LIGHTING- TO INCLUDE STREET AND PARKING LOT (16528)

0024AA LIGHTING POLE (TO INCLUDE ALUMIN.

POLE(40’), W/ ONE ARM BRACKET,

CONCRETE BASE (UP TO 6’ DEPTH), 12 EA

WIRE, AND CONDUIT (5 OR LESS)

0024AB LIGHTING POLE (TO INCLUDE ALUMIN. 12 EA

POLE (40’), W/ ONE ARM BRACKET,

CONCRETE BASE (UP TO 6’ DEPTH),

WIRE, AND CONDUIT

0024AC SINGLE LUMINAIRE 6 EA

(COBRA STYLE- INSTALLED) (5 OR LESS)

0024AD SINGLE LUMINAIRE 12 EA

(COBRA STYLE- INSTALLED) (6 OR MORE)

0024AE DOUBLE LUMINAIRE 6 EA

(INSTALLED) (5 OR LESS)

0024AF DOUBLE LUMINAIRE 12 EA

(INSTALLED) (6 OR MORE)

0024AG TRIPLE LUMINAIRE 6 EA

(INSTALLED) (5 OR LESS)

0024AH TRIPLE LUMINAIRE 12 EA

(INSTALLED) (6 OR MORE)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0025 LANDSCAPING

0025AA IRRIGATION PIPE 2,400 LF

(1” PVC) SCHEDULE 40

-2811

0025AB HYDROSEEDING 12,000 SF

(LESS THAN 10,000 SF)

(ASSUME DESERT MIX)

-2921

0025AC HYDROSEEDING 30,000 SF

(MORE THAN 10,000 SF)

(ASSUME DESERT MIX)

-2921

0025AD SPRINKLER HEADS 300 EA

(2-1/2”) POP UP SPRAY WITH RISERS

-2811

0025AE SPRINKLER HEADS 300 EA

(2-1/2”) POP UP BUBBLER WITH RISERS

-2811

0025AF SPRINKLER HEADS 300 EA

(2-1/2”) IMPACT FULL/PART CIRCLE

-2811

0025AG SPRINKLER HEADS 300 EA

(2-1/2”) IMPACT ROTOR POP-UP

FULL/PART COMMERCIAL CODE

-2811

0025AH SPRINKLER HEADS 300 EA

(2-1/2”) IMPACT ROTOR POP-UP PARTIAL COMMERCIAL CODE

-2811

0025AJ SPRINKLER HEADS 300 EA

(2-1/2”) IMPACT ROTOR POP-UP FULL CIRCLE COMMERCIAL CODE

-2811

0025AK CONTROLLERS 30 EA

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

-2811

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0026 JOINT REPAIR

0026AA SILICONE (ASTM D 5893) 120,000 LF

0026AB JET FUEL/BLAST RESISTANT (SS-S-200E) 12,000 LF

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0027 CONCRETE SPALL REPAIR

0027AA SPALL REPAIR 1,000 SF

(Reference UFC 3-270-03 dtd 15 Mar 2001 "Concrete Crack and Partial Depth Spall Repair")

0027AB ROUT AND SEAL CRACKS IN CONCRETE 120 LF

(Reference UFC 3-270-03 dtd 15 Mar 2001 "Concrete Crack and Partial Depth Spall Repair")

0027AC RUBBER REMOVAL (BY CHEMICAL MEANS)

-2951 500,000 SF

0027AD RUBBER REMOVAL (BY WATER BLASTING)

-2951 300,000 SF

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0028 DEMO CONCRETE AND ASPHALT (02220)

0028AA DEMO CONCRETE CURB AND GUTTER 1,200 LF

0028AB DEMO ASPHALT 1,200 SY

0028AC DEMO CONCRETE 600 CY

0028AD CONCRETE CRUSHING 10,000 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

*0029 SURVEY

0029AA 1 LS & 1 SURVEY TECH/SURVEY EQUIP. & TRUCK 60 HR

0029AB 1 LS & 2 SURVEY TECH/SURVEY EQUIP. & TRUCK 120 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

*0030 SECURITY DEVICES

0030AA BOLLARDS 250 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

0030AB PROTECTIVE BERMS 250 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

0030AC K-RAILS 100 EA

20’ LONG X 32” HIGH

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*0031 ADDITIONAL WORK

0031AA 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)

0031AB MOBILIZATION AND DEMOBILIZATION 1 LS

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

0031AC MOBILIZATION AND DEMOBILIZATION 1 LS

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

0031AD 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 0031AG, 0031AH, and 0031AJ) (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.)

0031AE 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.)

0031AF 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.)

0031AG LABORER 1000 HR

0031AH OPERATOR, HEAVY EQUIPMENT 1000 HR

0031AJ OPERATOR, LIGHT EQUIPMENT 1000 HR

TOTAL ESTIMATE AMOUNT FOR BASE YEAR

(LINE ITEM NOS. 0001-0031AJ)

OPTION YEAR 1

LINE ITEMS 1001-1031AJ

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1001 FULL WIDTH REPLACEMENT OF OLD AC WITH NEW

1001AA PAVEMENT 3” 180,000 SY

-2703

1001AB EACH ADDED INCH 36,000 SY

-2703

1001AC PRIME COAT 24,000 SY

-2748

1001AD BASE 6” 54,000 SY

-2722

1001AE EACH ADDED INCH 27,000 SY

-2722

1001AF SUBBASE 6” 30,000 SY

-2721

1001AG EACH ADDED INCH 15,000 SY

-2721

1001AH MILL ASPHALT 1” 180,000 SY

-2964

1001AJ EACH ADDED INCH 180,000 SY

-2964

1001AK PAVEMENT GEOTEXTILE 10,000 SY

-2213

1001AL GLASS MESH GRID 1,200 SY

-2213

1001AM RUMBLE STRIPS 108,000 LF

-2703

1001AN TACK COAT 90,000 SY

-2748

1001AO SUBGRADE PREP

ASSUME 6” THICK 72,000 SY

-2300

1001AP RUBBERIZED ASPHALT PAVEMENT 2" 10,000 SY

-2740

1001AQ EACH ADDED INCH RUBBERIZED ASPHALT 6,000 SY

-2740

1001AR 2” RESIN MODIFIED PAVEMENT 2,400 SY

-2746

1001AS PULVERIZE A/C 90,000 SY

-2722

1001AT REINFORCING FABRIC 10,000 SY

-2216

1001AU CEMENT STABILIZED BASE (8 INCHES AT 6%) 30,000 SY

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1002 PATCHING EXISTING ASPHALT (02300), (02722), (02748), (02703)

1002AA LESS THAN OR EQUAL 10,000 SY

TO 100 SY PER LOCATION

1002AB MORE THAN 100 SY 10,000 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” 24,000 SY

-2703

1003AB BASE 6” 24,000 SY

-2722

1003AC SUBBASE 6” 9,600 SY

-2721

1003AD SUBGRADE PREP ASSUME 6" THICK 9,600 SY

-2300

1003AE PRIME COAT 3,600 SY

-2748

1003AF TACK COAT 12,000 SY

-2748

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1004 DRILLING AND SOIL TESTING

1004AA EXPLORATORY DRILLING BITUM PAVEMENT

(Up to 2 feet) 48 EA -2210

1004AB EXPLORATORY DRILLING BITUM PAVEMENT

(Each added foot) 96 EA -2210

1004AC EXPLORATORY DRILL CONCRETE PAVEMENT

(Up to 6 Inches) 24 EA -2210

1004AD EXPLORATORY DRILL CONCRETE PAVEMENT

(Each added 6 Inches) 48 EA -2210

1004AE DRIVE SAMPLE BORING & SAMPLING 120 EA

-2210

1004AF MOB & DEMOB 30 EA

-2210

1004AG SOIL SAMPLING & TESTING 300 EA

-2210

1004AH SOIL REPORTS 150 EA

-2210

1004AJ LEAD BASED PAINT SAMPLING & TESTING 24 EA

-13283 (These items are for additional testing, as required, above and beyond a standard asphalt paving project.

Testing 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

*1005 TRANSITION MATERIAL BETWEEN ROAD/RAILROAD CROSSING (RUBBER)

1005AA RUBBER RAILROAD CROSSING PADS 60 TLF

-2568

1005AB CONCRETE RAILROAD CROSSING PAD 60 TLF

-2568

1005AC BITUMINOUS RAILROAD CROSSING PAD 60 TLF

-2568

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1006 SLURRY SEAL COATING

1006AA SINGLE APPLICATION 36,000 SY

WITHOUT TACK COAT FROM 300

TO 5,000 SY PER LOCATION

-2786

1006AB SINGLE APPLICATION 36,000 SY

WITHOUT TACK COAT MORE THAN

5,000 SY PER LOCATION

-2786

1006AC SINGLE APPLICATION 36,000 SY

WITH TACK COAT FROM 300 TO

5,000 SY PER LOCATION

-2786

1006AD SINGLE APPLICATION 36,000 SY

WITH TACK COAT MORE THAN

5,000 SY PER LOCATION

-2786

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1007 REPAIR EXISTING ASPHALT PAVEMENT CRACKS

-2975

1007AA CRACKS LESS THAN 30,000 LF

1/8 INCH; LESS THAN OR EQUAL

TO 4,000 LF PER LOCATION

1007AB CRACKS LESS THAN 30,000 LF

1/8 INCH; MORE THAN 4,000 LF

PER LOCATION

1007AC CRACKS BETWEEN 1/8 30,000 LF

INCH AND 1 INCH; LESS THAN OR

EQUAL TO 4,000 LF PER LOCATION

1007AD CRACKS BETWEEN 1/8 30,000 LF

INCH AND 1 INCH; MORE THAN

4,000 LF PER LOCATION

1007AE CRACKS BETWEEN 1 30,000 LF

INCH AND 4 INCHES; LESS THAN

4,000 LF PER LOCATION

1007AF CRACKS BETWEEN 1 30,000 LF

INCH AND 4 INCHES; MORE THAN

4,000 LF PER LOCATION

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1008 STRIPING AND MARKING ON ROADS, PARKING LOTS, & AIRFIELDS

-2580

1008AA STRIPING 4” WIDE SOLID 540,000 LF

(REFLECTIVE w/ AIRFIELD BEADS)

LESS THAN 3,000 LF PER LOCATION

1008AB STRIPING 4” WIDE SOLID 180,000 LF

(REFLECTIVE w/ AIRFIELD BEADS)

MORE THAN 3,000 LF PER LOCATION

1008AC STRIPING 4” WIDE DASHED 0-45 MPH

(REFLECTIVE w/ AIRFIELD BEADS) 180,000 LF

LESS THAN 3,000 LF PER LOCATION

1008AD STRIPING 4” WIDE DASHED 0-45 MPH

(REFLECTIVE w/ AIRFIELD BEADS) 60,000 LF

MORE THAN 3,000 LF PER LOCATION

1008AE STRIPING 4” WIDE DASHED OVER 45 MPH

(REFLECTIVE w/ AIRFIELD BEADS) 270,000 LF

LESS THAN 3,000 LF PER LOCATION

1008AF STRIPING 4” WIDE DASHED OVER 45 MPH

(REFLECTIVE w/ AIRFIELD BEADS) 90,000 LF

MORE THAN 3,000 LF PER LOCATION

1008AG STRIPING 4” WIDE DOUBLE - 0-45 MPH

(REFLECTIVE w/ AIRFIELD BEADS) 180,000 LF

(1) SOLID/ (1) DASHED

LESS THAN 3,000 LF PER LOCATION

1008AH STRIPING 4” WIDE DOUBLE - 0-45 MPH

(1) SOLID/ (1) DASHED 60,000 LF

(REFLECTIVE w/ AIRFIELD BEADS)

MORE THAN 3,000 LF PER LOCATION

1008AJ STRIPING 4” WIDE DOUBLE - OVER 45 MPH

(1) SOLID/ (1) DASHED 270,000 LF

(REFLECTIVE w/ AIRFIELD BEADS)

LESS THAN 3,000 LF PER LOCATION

1008AK STRIPING 4” WIDE DOUBLE - OVER 45 MPH

(1) SOLID/ (1) DASHED 90,000 LF

(REFLECTIVE w/ AIRFIELD BEADS)

MORE THAN 3,000 LF PER LOCATION

1008AL STRIPING 4” WIDE- DOUBLE SOLID

(REFLECTIVE w/ AIRFIELD BEADS) 180,000 LF

LESS THAN 3,000 LF PER LOCATION

1008AM STRIPING 4” WIDE- DOUBLE SOLID

(REFLECTIVE w/ AIRFIELD BEADS) 60,000 LF

MORE THAN 3,000 LF PER LOCATION

1008AN MARKING PARKING LOTS 7,200 LF

(NON-REFLECTIVE)

LESS THAN 1500 LF PER LOCATION

1008AO MARKING PARKING LOTS 30,000 LF

(NON-REFLECTIVE)

MORE THAN 1500 LF PER LOCATION

1008AP MARKING AIRFIELDS 240,000 SF

(REFLECTIVE w/AIRFIELD BEADS)

1008AQ LEAD BASED PAINT

REMOVAL FROM PAVED

SURFACES AND DISPOSAL 180,000 SF

-13283

1008AR NON LEAD BASED PAINT

REMOVAL FROM PAVED

SURFACES AND DISPOSAL 60,000 SF

-13283

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1009 RESHAPE EXISTING EARTH SHOULDERS AND DITCHES (02300)

1009AA SHOULDERS 96,000 LF

1009AB DITCHES 30,000 LF

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1010 FOG SEAL

1010AA FROM 500 SY TO 30,000 SY

5,000 SY PER LOCATION

-2786

1010AB MORE THAN 5,000 24,000 SY

SY PER LOCATION

-2786

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1011 CONCRETE WORK

1011AA SIDEWALKS 18,000 SF

(THICKNESS 4 IN.)

-2770

1011AB CURB & GUTTERS 3,600 LF

(LESS THAN 1,000 LF PER LOCATION)

-2770

1011AC CURB & GUTTERS 4,800 LF

(MORE THAN 1,000 LF PER LOCATION)

-2770

1011AD NEW CONCRETE 3,000 SF

VALLEY GUTTERS

-2770

1011AE NEW CONCRETE 3,000 SF

SPANDRELS

(3100) (3200) (3250) (3300)

1011AF NEW CONCRETE

HANDICAP RAMP 3,000 SF

-2770

1011AG NEW REINFORCED

CONCRETE EQUIPMENT PAD 200 CY

(3100) (3200) (3250) (3300) (2754) (2760)

1011AH NEW REINFORCED

CONCRETE ROADWAY PAD 1000 CY

(3100) (3200) (3250) (3300) (2754) (2760) (Does not include Highway/Freeway construction.)

1011AJ REINFORCED

CONCRETE HEADWALL 100 CY

(3100) (3200) (3250) (3300)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1012 FLARED METAL HEADWALLS- INCLUDES INGRESS AND EGRESS

1012AA FLARED HEADWALL 24 INCHES 10 EA

-2630

1012AB FLARED HEADWALL 30 INCHES 10 EA

-2630

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1013 SURFACE MOUNTED REFLECTORS (02580)

1013AA TEMPORARY REFLECTORS 24,000 EA

1013AB TYPE D TWO WAY REFLECTIVE MARKERS 12,000 EA

1013AC TYPE G ONE WAY REFLECTORS 12,000 EA

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1014 REMOVE/ REPLACE CULVERTS (02630)

1014AA 24 IN. CMP 180 LF

1014AB 30 IN. CMP 120 LF

1014AC 24 IN. CONCRETE 180 LF

1014AD 30 IN. CONCRETE 120 LF

1014AE 24 IN. HDPE PIPE 180 LF

1014AF 30 IN. HDPE PIPE 120 LF

*1015 INSTALL NEW CULVERTS (02630)

1015AA 24 IN. CMP 300 LF

1015AB 30 IN. CMP 300 LF

1015AC 24 IN. CONCRETE 240 LF

1015AD 30 IN. CONCRETE 120 LF

1015AE 24 IN. HDPE PIPE 240 LF

1015AF 30 IN. HDPE PIPE 120 LF

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1016 SELECT FILL MATERIAL 10,000 CY

-2316

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1017 RAISE/ LOWER UTILITY COVERS 50 EA

-2630

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1018 FENCE (02831)

1018AA 8’ HIGH CHAIN LINK

FENCE (NO BARBED WIRE) 600 LF

1018AB 8’ HIGH PEDESTRIAN

GATE w/ HARDWARE 15 LF

1018AC 8’ HIGH VEHICLE ROLLING

GATE w/ HARDWARE 120 LF

1018AD 8’ HIGH VEHICLE SWING

GATE w/ HARDWARE 120 LF

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1019 EXCAVATION

1019AA COMMON EXCAVATION 24,000 CY

-2300

1019AB ROCK EXCAVATION 1,000 CY

(02300) (02316)

ESTIMATED UNIT UNIT

*1020 POT-HOLING FOR UTILITIES 200 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

*1021 EXCAVATE/ DISPOSE/ TRANSPORT- UNSUITABLE MATERIAL

1021AA EXCAVATION OF UNSUITABLE MATERIAL 24,000 CY

(02300) (02316)

1021AB HAULING OF UNSUITABLE MATERIAL 24,000 CY

(02300) (02316)

1021AC LANDFILL DISPOSAL 3,600 CY

(02300) (02316)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1022 FOREIGN OBJECT REMOVAL

1022AA MANUAL FOREIGN 200 HR

OBJECT REMOVAL (FOD)

1022AB MECHANICAL FOREIGN 1000 HR

OBJECT REMOVAL (FOD)

(This item includes a mechanical sweeper and an operator)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1023 FURNISH AND INSTALL ROAD SIGNS (02452)

1023AA REGULATORY SIGNS 42 EA

(INCL. YIELD, STOP, SPEED,

DIRECTIONAL, PARKING, ETC.)

1023AB WARNING SIGNS 42 EA

(INCL. SPEED, DIRECTIONAL,

GRADES, PED., ETC.)

1023AC GUIDE SIGNS 42 EA

(INCL. NAMES, MILEAGE, ROUTES,

DIRECTION, AREAS, ETC.)

1023AD REMOVE/ REPLACE 42 EA

UTILITY SIGNS (BURIED

CABLE, ELECTRICAL, ETC.)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1024 LIGHTING- TO INCLUDE STREET AND PARKING LOT (16528)

1024AA LIGHTING POLE (TO INCLUDE ALUMIN.

POLE(40’), W/ ONE ARM BRACKET,

CONCRETE BASE (UP TO 6’ DEPTH), 12 EA

WIRE, AND CONDUIT (5 OR LESS)

1024AB LIGHTING POLE (TO INCLUDE ALUMIN. 12 EA

POLE (40’), W/ ONE ARM BRACKET,

CONCRETE BASE (UP TO 6’ DEPTH),

WIRE, AND CONDUIT

1024AC SINGLE LUMINAIRE 6 EA

(COBRA STYLE- INSTALLED) (5 OR LESS)

1024AD SINGLE LUMINAIRE 12 EA

(COBRA STYLE- INSTALLED) (6 OR MORE)

1024AE DOUBLE LUMINAIRE 6 EA

(INSTALLED) (5 OR LESS)

1024AF DOUBLE LUMINAIRE 12 EA

(INSTALLED) (6 OR MORE)

1024AG TRIPLE LUMINAIRE 6 EA

(INSTALLED) (5 OR LESS)

1024AH TRIPLE LUMINAIRE 12 EA

(INSTALLED) (6 OR MORE)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1025 LANDSCAPING

1025AA IRRIGATION PIPE 2,400 LF

(1” PVC) SCHEDULE 40

-2811

1025AB HYDROSEEDING 12,000 SF

(LESS THAN 10,000 SF)

(ASSUME DESERT MIX)

-2921

1025AC HYDROSEEDING 30,000 SF

(MORE THAN 10,000 SF)

(ASSUME DESERT MIX)

-2921

1025AD SPRINKLER HEADS 300 EA

(2-1/2”) POP UP SPRAY WITH RISERS

-2811

1025AE SPRINKLER HEADS 300 EA

(2-1/2”) POP UP BUBBLER WITH RISERS

-2811

1025AF SPRINKLER HEADS 300 EA

(2-1/2”) IMPACT FULL/PART CIRCLE

-2811

1025AG SPRINKLER HEADS 300 EA

(2-1/2”) IMPACT ROTOR POP-UP

FULL/PART COMMERCIAL CODE

-2811

1025AH SPRINKLER HEADS 300 EA

(2-1/2”) IMPACT ROTOR POP-UP PARTIAL COMMERCIAL CODE

-2811

1025AJ SPRINKLER HEADS 300 EA

(2-1/2”) IMPACT ROTOR POP-UP FULL CIRCLE COMMERCIAL CODE

-2811

1025AK CONTROLLERS 30 EA

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

-2811

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1026 JOINT REPAIR

1026AA SILICONE (ASTM D 5893) 120,000 LF

1026AB JET FUEL/BLAST RESISTANT (SS-S-200E) 12,000 LF

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1027 CONCRETE SPALL REPAIR

1027AA SPALL REPAIR 1,000 SF

(Reference UFC 3-270-03 dtd 15 Mar 2001 "Concrete Crack and Partial Depth Spall Repair")

1027AB ROUT AND SEAL CRACKS IN CONCRETE 120 LF

(Reference UFC 3-270-03 dtd 15 Mar 2001 "Concrete Crack and Partial Depth Spall Repair")

1027AC RUBBER REMOVAL (BY CHEMICAL MEANS)

-2951 500,000 SF

1027AD RUBBER REMOVAL (BY WATER BLASTING)

-2951 300,000 SF

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1028 DEMO CONCRETE AND ASPHALT (02220)

1028AA DEMO CONCRETE CURB AND GUTTER 1,200 LF

1028AB DEMO ASPHALT 1,200 SY

1028AC DEMO CONCRETE 600 CY

1028AD CONCRETE CRUSHING 10,000 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

*1029 SURVEY

1029AA 1 LS & 1 SURVEY TECH/SURVEY EQUIP. & TRUCK 60 HR

1029AB 1 LS & 2 SURVEY TECH/SURVEY EQUIP. & TRUCK 120 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

*1030 SECURITY DEVICES

1030AA BOLLARDS 250 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

1030AB PROTECTIVE BERMS 250 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

1030AC K-RAILS 100 EA

20’ LONG X 32” HIGH

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*1031 ADDITIONAL WORK

1031AA MOBILIZATION AND DEMOBILIZATION N/A N/A N/A N/A

1031AB MOBILIZATION AND DEMOBILIZATION 1 LS

(Includes per deim for workers)

1031AC MOBILIZATION AND DEMOBILIZATION 1 LS

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

1031AD 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 0031AG, 0031AH, and 0031AJ) (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.)

1031AE 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, 1031AF MATERIAL POOL N/A N/A N/A N/A

(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.)

1031AG LABORER 1000 HR

1031AH OPERATOR, HEAVY EQUIPMENT 1000 HR

1031AJ OPERATOR, LIGHT EQUIPMENT 1000 HR

TOTAL ESTIMATE AMOUNT FOR OPTION YEAR 1

(LINE ITEM NOS. 1001-1031AJ)

OPTION YEAR 2

LINE ITEMS 2001-2031AJ

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*2001 FULL WIDTH REPLACEMENT OF OLD AC WITH NEW

2001AA PAVEMENT 3” 180,000 SY

-2703

2001AB EACH ADDED INCH 36,000 SY

-2703

2001AC PRIME COAT 24,000 SY

-2748

2001AD BASE 6” 54,000 SY

-2722

2001AE EACH ADDED INCH 27,000 SY

-2722

2001AF SUBBASE 6” 30,000 SY

-2721

2001AG EACH ADDED INCH 15,000 SY

-2721

2001AH MILL ASPHALT 1” 180,000 SY

-2964

2001AJ EACH ADDED INCH 180,000 SY

-2964

2001AK PAVEMENT GEOTEXTILE 10,000 SY

-2213

2001AL GLASS MESH GRID 1,200 SY

-2213

2001AM RUMBLE STRIPS 108,000 LF

-2703

2001AN TACK COAT 90,000 SY

-2748

2001AO SUBGRADE PREP

ASSUME 6” THICK 72,000 SY

-2300

2001AP RUBBERIZED ASPHALT PAVEMENT 2" 10,000 SY

-2740

2001AQ EACH ADDED INCH RUBBERIZED ASPHALT 6,000 SY

-2740

2001AR 2” RESIN MODIFIED PAVEMENT 2,400 SY

-2746

2001AS PULVERIZE A/C 90,000 SY

-2722

2001AT REINFORCING FABRIC 10,000 SY

-2216

2001AU CEMENT STABILIZED BASE (8 INCHES AT 6%) 30,000 SY

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*2002 PATCHING EXISTING ASPHALT (02300), (02722), (02748), (02703)

2002AA LESS THAN OR EQUAL 10,000 SY

TO 100 SY PER LOCATION

2002AB MORE THAN 100 SY 10,000 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” 24,000 SY

-2703

2003AB BASE 6” 24,000 SY

-2722

2003AC SUBBASE 6” 9,600 SY

-2721

2003AD SUBGRADE PREP ASSUME 6" THICK 9,600 SY

-2300

2003AE PRIME COAT 3,600 SY

-2748

2003AF TACK COAT 12,000 SY

-2748

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*2004 DRILLING AND SOIL TESTING

2004AA EXPLORATORY DRILLING BITUM PAVEMENT

(Up to 2 feet) 48 EA -2210

2004AB EXPLORATORY DRILLING BITUM PAVEMENT

(Each added foot) 96 EA -2210

2004AC EXPLORATORY DRILL CONCRETE PAVEMENT

(Up to 6 Inches) 24 EA -2210

2004AD EXPLORATORY DRILL CONCRETE PAVEMENT

(Each added 6 Inches) 48 EA -2210

2004AE DRIVE SAMPLE BORING & SAMPLING 120 EA

-2210

2004AF MOB & DEMOB 30 EA

-2210

2004AG SOIL SAMPLING & TESTING 300 EA

2004AH SOIL REPORTS 150 EA

-2210

2004AJ LEAD BASED PAINT SAMPLING & TESTING 24 EA

-13283 (These items are for additional testing, as required, above and beyond a standard asphalt paving project.

Testing 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

*2005 TRANSITION MATERIAL BETWEEN ROAD/RAILROAD CROSSING (RUBBER)

2005AA RUBBER RAILROAD CROSSING PADS 60 TLF

-2568

2005AB CONCRETE RAILROAD CROSSING PAD 60 TLF

-2568

2005AC BITUMINOUS RAILROAD CROSSING PAD 60 TLF

-2568

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*2006 SLURRY SEAL COATING

2006AA SINGLE APPLICATION 36,000 SY

WITHOUT TACK COAT FROM 300

TO 5,000 SY PER LOCATION

-2786

2006AB SINGLE APPLICATION 36,000 SY

WITHOUT TACK COAT MORE THAN

5,000 SY PER LOCATION

-2786

2006AC SINGLE APPLICATION 36,000 SY

WITH TACK COAT FROM 300 TO

5,000 SY PER LOCATION

-2786

2006AD SINGLE APPLICATION 36,000 SY

WITH TACK COAT MORE THAN

5,000 SY PER LOCATION

-2786

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*2007 REPAIR EXISTING ASPHALT PAVEMENT CRACKS

-2975

2007AA CRACKS LESS THAN 30,000 LF

1/8 INCH; LESS THAN OR EQUAL

TO 4,000 LF PER LOCATION

2007AB CRACKS LESS THAN 30,000 LF

1/8 INCH; MORE THAN 4,000 LF

PER LOCATION

2007AC CRACKS BETWEEN 1/8 30,000 LF

INCH AND 1 INCH; LESS THAN OR

EQUAL TO 4,000 LF PER LOCATION

2007AD CRACKS BETWEEN 1/8 30,000 LF

INCH AND 1 INCH; MORE THAN

4,000 LF PER LOCATION

2007AE CRACKS BETWEEN 1 30,000 LF

INCH AND 4 INCHES; LESS THAN

4,000 LF PER LOCATION

2007AF CRACKS BETWEEN 1 30,000 LF

INCH AND 4 INCHES; MORE THAN

4,000 LF PER LOCATION

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*2008 STRIPING AND MARKING ON ROADS, PARKING LOTS, & AIRFIELDS

-2580

2008AA STRIPING 4” WIDE SOLID 540,000 LF

(REFLECTIVE w/ AIRFIELD BEADS)

LESS THAN 3,000 LF PER LOCATION

2008AB STRIPING 4” WIDE SOLID 180,000 LF

(REFLECTIVE w/ AIRFIELD BEADS)

MORE THAN 3,000 LF PER LOCATION

2008AC STRIPING 4” WIDE DASHED 0-45 MPH

(REFLECTIVE w/ AIRFIELD BEADS) 180,000 LF

LESS THAN 3,000 LF PER LOCATION

2008AD STRIPING 4” WIDE DASHED 0-45 MPH

(REFLECTIVE w/ AIRFIELD BEADS) 60,000 LF

MORE THAN 3,000 LF PER LOCATION

2008AE STRIPING 4” WIDE DASHED OVER 45 MPH

(REFLECTIVE w/ AIRFIELD BEADS) 270,000 LF

LESS THAN 3,000 LF PER LOCATION

2008AF STRIPING 4” WIDE DASHED OVER 45 MPH

(REFLECTIVE w/ AIRFIELD BEADS) 90,000 LF

MORE THAN 3,000 LF PER LOCATION

2008AG STRIPING 4” WIDE DOUBLE - 0-45 MPH

(REFLECTIVE w/ AIRFIELD BEADS) 180,000 LF

(1) SOLID/ (1) DASHED

LESS THAN 3,000 LF PER LOCATION

2008AH STRIPING 4” WIDE DOUBLE - 0-45 MPH

(1) SOLID/ (1) DASHED 60,000 LF

(REFLECTIVE w/ AIRFIELD BEADS)

MORE THAN 3,000 LF PER LOCATION

2008AJ STRIPING 4” WIDE DOUBLE - OVER 45 MPH

(1) SOLID/ (1) DASHED 270,000 LF

(REFLECTIVE w/ AIRFIELD BEADS)

LESS THAN 3,000 LF PER LOCATION

2008AK STRIPING 4” WIDE DOUBLE - OVER 45 MPH

(1) SOLID/ (1) DASHED 90,000 LF

(REFLECTIVE w/ AIRFIELD BEADS)

MORE THAN 3,000 LF PER LOCATION

2008AL STRIPING 4” WIDE- DOUBLE SOLID

(REFLECTIVE w/ AIRFIELD BEADS) 180,000 LF

LESS THAN 3,000 LF PER LOCATION

2008AM STRIPING 4” WIDE- DOUBLE SOLID

(REFLECTIVE w/ AIRFIELD BEADS) 60,000 LF

MORE THAN 3,000 LF PER LOCATION

2008AN MARKING PARKING LOTS 7,200 LF

(NON-REFLECTIVE)

LESS THAN 1500 LF PER LOCATION

2008AO MARKING PARKING LOTS 30,000 LF

(NON-REFLECTIVE)

MORE THAN 1500 LF PER LOCATION

2008AP MARKING AIRFIELDS 240,000 SF

(REFLECTIVE w/AIRFIELD BEADS)

2008AQ LEAD BASED PAINT

REMOVAL FROM PAVED

SURFACES AND DISPOSAL 180,000 SF

-13283

2008AR NON LEAD BASED PAINT

REMOVAL FROM PAVED

SURFACES AND DISPOSAL 60,000 SF

-13283

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*2009 RESHAPE EXISTING EARTH SHOULDERS AND DITCHES (02300)

2009AA SHOULDERS 96,000 LF

2009AB DITCHES 30,000 LF

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*2010 FOG SEAL

2010AA FROM 500 SY TO 30,000 SY

5,000 SY PER LOCATION

-2786

2010AB MORE THAN 5,000 24,000 SY

SY PER LOCATION

-2786

*2011 CONCRETE WORK

2011AA SIDEWALKS 18,000 SF

(THICKNESS 4 IN.)

-2770

2011AB CURB & GUTTERS 3,600 LF

(LESS THAN 1,000 LF PER LOCATION)

-2770

2011AC CURB & GUTTERS 4,800 LF

(MORE THAN 1,000 LF PER LOCATION)

-2770

2011AD NEW CONCRETE 3,000 SF

VALLEY GUTTERS

-2770

2011AE NEW CONCRETE 3,000 SF

SPANDRELS

(3100) (3200) (3250) (3300)

2011AF NEW CONCRETE

HANDICAP RAMP 3,000 SF

-2770

2011AG NEW REINFORCED

CONCRETE EQUIPMENT PAD 200 CY

(3100) (3200) (3250) (3300) (2754) (2760)

2011AH NEW REINFORCED

CONCRETE ROADWAY PAD 1000 CY

(3100) (3200) (3250) (3300) (2754) (2760) (Does not include Highway/Freeway construction.)

2011AJ REINFORCED

CONCRETE HEADWALL 100 CY

(3100) (3200) (3250) (3300)

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*2012 FLARED METAL HEADWALLS- INCLUDES INGRESS AND EGRESS

2012AA FLARED HEADWALL 24 INCHES 10 EA

-2630

2012AB FLARED HEADWALL 30 INCHES 10 EA

-2630

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*2013 SURFACE MOUNTED REFLECTORS (02580)

2013AA TEMPORARY REFLECTORS 24,000 EA

2013AB TYPE D TWO WAY REFLECTIVE MARKERS 12,000 EA

2013AC TYPE G ONE WAY REFLECTORS 12,000 EA

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*2014 REMOVE/ REPLACE CULVERTS (02630)

2014AA 24 IN. CMP 180 LF

2014AB 30 IN. CMP 120 LF

2014AC 24 IN. CONCRETE 180 LF

2014AD 30 IN. CONCRETE 120 LF

2014AE 24 IN. HDPE PIPE 180 LF

2014AF 30 IN. HDPE PIPE 120 LF

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE PRICE AMOUNT

*2015 INSTALL NEW CULVERTS (02630)

2015AA 24 IN. CMP 300 LF

2015AB 30 IN. CMP 300 LF

2015AC 24 IN. CONCRETE 240 LF

2015AD 30 IN. CONCRETE 120 LF

2015AE 24 IN. HDPE PIPE 240 LF

2015AF 30 IN. HDPE PIPE 120 LF

ESTIMATED UNIT UNIT

ITEM DESCRIPTION QUANTITY MEASURE…