17B0001.pdf

0010970069

PROJECT TITLE: Open-End Asphaltic Concrete Paving Repair and Installation, Various Military Reservations, Island of Oahu, Haw aii.

FEWR: RH000077J

NAICS: 237310

MAGNITUDE OF CONSTRUCTION: More than $10,000,000.

X

IRENE SAITO 808.656.0993

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

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

16-Feb-2017

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

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

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______30 calendar days and complete it w ithin ________ calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________52.236-5006

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

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

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________20 Mar 2017 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

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, X is not required.

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

D. Offers providing less than _______90 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

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

4. CONTRACT NO.

7. ISSUED BY CODE

EXPEDITIONARY CONTRACTING COMMAND

413TH CSB, RCO-HAWAII,

742 SANTOS DUMONT AVENUE

BLDG 108, 3RD FLOOR (WAAF)

SCHOFIELD BARRACKS HI 96857-5026

W912CN

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

10:00 AM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: TEL: FAX:

W912CN-17-B-0001 430

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued)

(Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

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

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

Section 00 00 00 - Procurement and Contracting Requirements

SECTION 00 00 00

NOTICE TO BIDDERS:

1. TYPE OF SOLICITATION. This solicitation is being issued as an Invitation for Bid (IFB) in accordance with

FAR 14 Sealed Bidding. This solicitation is unrestricted full and open to all business concerns. The requirement is to furnish labor, equipment, materials, management, tools, transportation, and other incidental items to perform asphaltic concrete paving repair and installation at various military reservations on the island of Oahu, Hawaii.

2. CONTRACT TYPE. Contract will be a firm-fixed price requirement type construction contract. Quantities are estimated and stated for information of the prospective contractors. The actual quantities orders may be more or less than the estimated quantities. Reference FAR 52.216-21. As a prerequisite of the Government hereunder, there must be (i) adequate and sufficient funds available to cover the order; and (ii) an administrative determination by the

Government that the requirement exists.

3. PERIOD OF PERFORMANCE. The anticipated period of performance will be a base year and two (2) one-year option periods as shown below:

Base Year: 15 APR 2017 – 14 APR 2018

Option 1: 15 APR 2018 – 14 APR 2019

Option 2: 15 APR 2019 – 14 APR 2020

4. AWARD. Award will be made to the lowest responsible bidder whose bid is responsive to the terms and conditions of the Invitation for Bid and is most advantageous to the Government.

5. DUE DATE. All bids must be received by the due date and time indicated in the solicitation.

6. QUESTIONS. Questions may be submitted by email to Irene Saito, Contract Specialist, at

Irene.a.saito.civ@mail.mil with the solicitation number W912CN-17-B-0001 in the subject line. Telephone and faxed inquires will not be accepted. In order to ensure a timely response, questions must be submitted no later than

10:00am, seven days after date of this solicitation. Questions and responses will be issued on an amendment. Any questions received after the due date may not be answered.

7. BID OPENING DATE AND TIME. To attend the Bid Opening, notify Irene Saito by email at

Irene.a.saito.civ@mail.mil no later than four days prior to the Bid Opening date. List all personnel attending

(maximum of 3 personnel).

Bid opening will occur on 20 MAR 2017, 10:00am. Bid Opening will be located at:

413th Contracting Support Brigade

Regional Contracting Office, Hawaii

Bldg. 108, 3rd Floor Main Conference Room

472 Santos Dumont Street

Wheeler Army Airfield, HI 96854

SUBMISSION REQUIREMENT:

1. Bids shall include the following:

a. TAB 1 Completed Standard Form 1442.

b. TAB 2 Completed Schedule of bids/prices. All unit price and estimated amount filled out.

c. TAB 3 Completed Attachment 1 (Bid Attachment).

d. TAB 4 Signed or other acknowledgement of all amendments.

e. TAB 5 Completed Representation and Certifications.

mailto:Irene.a.saito.civ@mail.mil mailto:Irene.a.saito.civ@mail.mil

f. TAB 6 Bid Guarantee in accordance with FAR 52.228-1

g. TAB 7 Copy of Bid (items a-f) on CD in PDF format.

2. Bids shall be submitted in sealed envelope or package and shall be addressed to the office specified below no later than the time and date specified.

413th Contracting Support Brigade

Regional Contracting Office, Hawaii

ATTN: IRENE SAITO (W912CN-17-B-0001)

Bldg., 108, 3rd Floor

472 Santos Dumont Street

Wheeler Army Airfield, HI 96854

3. Bidders shall furnish unit prices and extended total for all items listed on the schedule of bid items in Section

00010. In the event there is a difference between a unit price and the extended total, the unit price will be the intended bid. In the event the unit price and extended total are omitted for any item, the bid will be deemed nonresponsive.

4. Bidders using commercial carrier services shall ensure that the bid is addressed and marked on the outermost envelope or wrapper as prescribed in the paragraph above.

5. Bids may be mailed or hand carried. If the bid is mailed, it must be post marked before the due date.

6. Electronic bids will not be considered.

7. Access to Army Installation. All vehicle operators must be prepared to provide a valid driver’s license, vehicle registration, certificate of insurance and current safety inspection to the security guard prior to entry to the installation at Lyman Gate on Schofield Barracks. Allow for delays at the gate. Ensure you plan sufficient time to locate our facility and adjust to gate and road closures/detours to ensure your bid is submitted in accordance with the terms and conditions of the Invitation for Bids.

GENERAL INFORMATION:

1. Scope of Work: This is a firm fixed price requirements type construction contract to furnish all furnish labor, equipment, materials, management, tools, transportation, and other incidental items to perform asphaltic concrete paving repair, installation, and sidewalks that might be impacted by the road work at various military reservations on the island of Oahu, Hawaii.

The cost limitation for K Work is $5 million and L Work is $1 million.

2. The contractor shall submit a safety plan within 30 days of award or 5 days prior to commencement of on-site work, whichever occurs first in accordance with the AR 385-10, Construction Safety, US Army Corps of Engineers

"Safety and Health Requirements Manual (EM 385-1-1)" and Occupational Safety and Health Administration

(OSHA) regulations.

3. To assure compliance with general construction trade practice, the contractor shall establish and maintain quality control for materials and work. The Government may perform inspections and conduct tests while the contractor's work is in process to assure compliance to performance standards.

4. Existing conditions or areas damaged or disturbed by the contractor's operation shall be restored to their original condition, or near original condition as possible, to the satisfaction of the Contracting Officer at no additional cost to the Government.

5. Prior to start of any excavation or trenching work, the contractor shall obtain clearance, in writing, from the appropriate communications agency and from the Directorate of Public Works.

6. Interruptions to existing utilities shall be held to a minimum. A schedule for any required power or water outages shall be submitted to the Contracting Officer a minimum of four weeks prior to the intended outage.

7. The contractor shall establish work procedures and methods to prevent interference with existing operations within or adjacent to the construction area.

8. The Contractor’s normal working hours will be 7:30 a.m. – 4:30 p.m. Monday thru Friday. The Contractor will not normally work on Saturdays, Sundays, or Holidays listed below. If the Contractor chooses to work outside the normal working hours, Contractor must submit an application to the Contracting Officer in writing one week prior to the requested work for approval and shall be maintained at the job site.

New Year's Day

Presidents' Day

Memorial Day

Independence Day

Labor Day

Columbus Day

Veterans Day

Thanksgiving Day

Christmas

The government may require work to be performed at night or on Saturdays for projects in high traffic areas to reduce disruptions to operations. In such cases work shall not to exceed 8 hours per day or 40 hours per week.

Work shall be performed at no additional cost.

9. Rubbish and debris shall be removed from Government-controlled property daily unless otherwise directed, so as not to allow accumulation inside or outside the building. Materials that cannot be removed daily shall be stored in areas designated by the Contracting Officer.

10. The contractor shall provide, install, and maintain all necessary signs, lights, barricades, markers, cones, flagmen, and other protective facilities and shall take all necessary precautions for the protection and for the convenience and safety of military and public traffic (vehicular and pedestrian).

11. The amount of dust resulting from the contractor's work shall be controlled to prevent the spread of dust and to avoid creation of a nuisance in the surrounding area. Use of water will not be permitted when it will result in, or create, hazardous or objectionable conditions such as flooding and pollution.

12. The contractor shall obtain the necessary hot work permit from the appropriate Fire Department prior to any welding, burning, and torching operations.

13. Daily Clean-up - During the course of the work, the Contractor shall keep the entire premises free from any accumulation of empty cans, rags, etc. or rubbish that constitutes a fire hazard. At the end of each day’s work, the

Contractor shall remove all debris. The entire area shall be cleaned and left in a condition acceptable to the

Technical Representative of the Contracting Officer.

14. Storage area will not be provided.

15. The Government will provide a reasonable amount of water and electricity required to accomplish subject project.

16. The Contractor shall be responsible to have a quality control program to ensure services are performed in accordance with the Scope of Work and commonly accepted commercial practices.

17. The Contractor is required to follow DPW’s Best Management Practice (BMP) of Storm Water Compliance.

Copy will be provided at the pre-construction conference, if requested.

18. The work shall be constructed using best practices per industry standards.

19. If a dumpster is provided for this contract, contractor shall include a sign on the dumpster with their name/address/phone and indicate the dumpster is only used for construction debris.

20. Abbreviations used in the Unit column:

CY = Cubic Yard; LH = Labor Hours; SF = Square Foot; EA = Each; LF = Linear Foot; SY = Square Yard

21. Contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency

Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes."

22. Identification of Contractor Employees.

a. Provide each employee with identification (ID) badge made of nonmetallic material, easily readable and including employee’s name, contractor’s name, functional area of assignment, with recent color photograph of the employee.

a. All contractor personnel shall wear the ID badge at all times when performing work under this contract at a Government site, including while attending Government meetings that may take place outside the Government facility. Contractor employee shall wear the ID badge in a conspicuous place on the front of exterior clothing above the waist except when safety or health reasons prohibit such placement.

23. ESTIMATED QUANTITIES: All quantities are estimated and are stated for the information of the prospective contractors. The actual quantities ordered may be more or less than the estimated quantities. (See clause at Section

00700 entitled “Requirements”). As a prerequisite the Government, there must be (i) adequate and sufficient funds available to cover the order, and (ii) an administrative determination by the Government that the requirement exists.

24. Contractor Manpower Reporting (CMR)

The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for the performance of services provided under this contract via a secure data collection site. The contractor is required to fill in all required data fields completely using the following web address: http://www.ecmra.mil/, and then click on "Department of the Army CMRA" or the icon of the DoD organization that is receiving or benefitting from the contracted services.

Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year

(FY), this runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year, beginning with 2013. Contractors may direct questions to the help desk by clicking on "Send an email" which is located under the Help Resources ribbon on the right side of the login page of the applicable Service/Component's CMR website." Reporting is required for each task order issued, and shall be entered via the CMR website.

Section 00 10 00 - Solicitation

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0001 1,500 Cubic

Yard

Z21LB REPAIR OR ALTERATION HIGHWAYS/RDS

FFP

: CLIN 0001; Excavate, remove and dispose of existing grade material. To include grading, shaping, compaction as required (to provide positive drainage), clean up, and all incidental items necessary to complete the work. (L Work)

FOB: Destination

ESTIMATED

NET AMT

UNIT UNIT PRICE ESTIMATED AMOUNT

0002 100 Cubic

0002 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0002; Install approved subgrade fill material. To include grading, shaping, compaction as required (to provide positive drainage), clean up, and all incidental items necessary to complete the work. (L Work)

PURCHASE REQUEST NUMBER: 0010970069

UNIT UNIT PRICE ESTIMATED AMOUNT

0003 20 Cubic

0003 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0003; Remove tree roots, 2'-0" past outer edge of sidewalk or curbing and replacement of sub grade with approved fill material. To include shaping, compaction as required (to provide positive drainage), clean up, and all incidental items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0004 50 Linear

Foot

0004 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0004; Install Root Barrier. The root barrier shall be at least 19 inches in depth from finished grade. The root barrier substrate fabric shall be made of synthetic polyolefins with UV stabilizer. Chemical control shall be trifluralin herbicide embedded in polyethylene nodules for slow release that are attached to the substrate fabric on 1.5 inch centers. To include grading and compaction as required (to provide positive drainage), clean up and all incidental items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0005 900 Cubic

0005 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0005; Install 6" thick base course. To include grading, compaction as required prime coat, clean up, and all incidental items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0006 20 Square

0006 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0006; Construct 4" thick reinforced concrete sidewalk, driveways, and wheelchair ramps. To include compaction of base course as required, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0007 300 Linear

0007 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0007; Construct concrete curbs. To include installation, clean up, and all incidental items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0008 20 Linear

0008 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0008; Construct concrete gutters. To include installation, clean up, and all incidental items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0009 1,000 Square

0009 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0009; Install 1-1/2" thick asphaltic concrete leveling course. To include all surface preparation, prime coat, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0010 1,000 Square

0010 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0010; Install 2-1/2" thick asphaltic concrete leveling course. To include all surface preparation, prime coat, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0011 2,400 Square

0011 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0011; Install 3" thick asphaltic concrete leveling course. To include all surface preparation, prime coat, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0012 2,400 Square

0012 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0012; Install 4" thick asphaltic concrete leveling course. To include all surface preparation, prime coat, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0013 2 Each

0013 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0013; Adjust manhole or utility box/covers to match new final finish grade.

To include clean up, and all incidental items necessary to complete the work.

Provide smooth transitions. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0014 200 Linear

0014 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0014; Pavement striping. To include all surface preparation, striping, clean up and all incidental items necessary to complete the work. (Payment is based on

1'-0" long by 4" wide stripe, i.e. 40 feet by 4" stripe will be paid as 40 FT. or 20'-

0", of 8" wide stripe will be paid as 40 FT.). (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0015 10 Each

0015 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0015; Pavement letters and arrows. To include all surface preparation, painting, clean up and all incidental items necessary to complete the work. 4'-0"

Letters (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0016 10 Each

0016 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0016; Pavement letters and arrows. To include all surface preparation, painting, clean up and all incidental items necessary to complete the work. 8'-0"

Letters (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0017 10 Each

0017 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0017; Pavement letters and arrows. To include all surface preparation, painting, clean up and all incidental items necessary to complete the work.

Pavement Arrows (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0018 5 Each

0018 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0018; Pavement letters and arrows. To include all surface preparation, painting, clean up and all incidental items necessary to complete the work.

Handicap Logos (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0019 100 Each

0019 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0019; Install raised reflective and non-reflective pavement markers. To include all surface preparation, adhesive, installation, clean up and all incidental items necessary to complete the work (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0020 100 Square

0020 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0020; Install 8" thick portland cement concrete pavement. To include recompacting of base course, placement of #4 round, reinforcing bars at 12" on center; each way, clean up, and all incidental items necessary to complete the work. Provide smooth transitions (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0021 20 Each

0021 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0021; Install standard pre-cast 6'-0" (L) X 6" (W) X 4" (H), concrete parking bumpers with 1/2" round X 18" Long steel anchor rods on asphalt pavement. To include clean up, and all incidental items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0022 10 Each

0022 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0022; Install standard pre-cast 6'-0" (L) X 6" (W) X 4" (H), solid plastic parking bumpers with 1/2 " round X 18" Long bolts with expansion shields on concrete pavement. To include clean up, and all incidental items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0023 10 Each

0023 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0023; Install standard pre-cast 6'-0" (L) X 7" (W) X 4" (H), recycled rubber parking bumpers with mastic on asphalt or concrete pavements. To include clean up, and all incidental items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0024 2,000 Linear

0024 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0024; Install Thermo-plastic Pavement Striping. To include all surface preparation, striping, clean up and all incidental items necessary to complete the work. (Payment is based on 1'-0" long by 4" wide stripe, i.e. 40 feet by 4" stripe will be paid as 40 FT. or 20'-0", of 8" wide stripe will be paid as 40 FT.). (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0025 3 Each

0025 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0025; Install 6'-0" x 6'-0" Traffic Sensor Loop, per attached sketch. To include clean up, reprogramming, and all incidental items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0026 100 Square

0026 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0026; Install Biaxial or Triaxial Geogrid having an ultimate tensile strength of 1300 lb/ft (minimum). (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0027 5 Months

0027 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0027; Provide Solar powered Computerized message board. Includes 5 Ea.

Type 1 barricades with flashers to be placed around the message board. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0028 5,000 Square

0028 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0028; Install Woven Stabilization Geotextile Fabric composed of High-tenacity yarns, which are woven into a stable network such that the yarns retain their relative position. Woven Stabilization Geotextile Fabric shall conform to the following properties. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0029 2,000 Square

0029 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0029; Install Grassing. To include all surface preparation, clean up

(maintenance for a minimum of 60 days or until grass seed takes root and first cutting) and all incidental items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0030 100 Linear

0030 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0030; Install standard Asphaltic Concrete Curb 7"(W) X 4"(H), on asphalt or concrete pavements. To include clean up, and all incidental items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0031 1 Each

0031 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0031; The Contractor shall be responsible for obtaining Hawaii State

NPDES permit/ Soil Erosion Plan and Controls complying with any Federal, State and Municipal Laws, Codes and regulations, in connection with the performance of this contract. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0032 1 Each

0032 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0032; The Contractor shall be responsible for obtaining Hawaii State BMP permit complying with any Federal, State and Municipal Laws, Codes and regulations, in connection with the performance of this contract. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0033 10,000 Cubic

0033 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0033; Excavate, and remove damaged asphaltic concrete/portland cement concrete pavement, base course, subgrade, curb, gutter, and sidewalk sections. To include saw cutting, removal of damaged sections, disposal of waste materials, unclassified excavation, grading and compaction of subgrade as required, clean up and all incidental items necessary to complete the work. Provide smooth transitions. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0034 100 Cubic

0034 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0034; Install approved sub grade fill material. To include grading, shaping, compaction as required (to provide positive drainage), clean up and all incidental items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0035 60 Cubic

0035 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0035; Remove tree roots, 2'-0" past outer edge of sidewalk or curbing and replacement of sub grade with approved fill material. To include shaping, compaction as required (to provide positive drainage), to correct, clean up, and all incidental items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0036 100 Linear

0036 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0036; Install Root Barrier. The root barrier shall be at least 19 inches in depth from finished grade. The root barrier substrate fabric shall be made of synthetic polyolefins with UV stabilizer. Chemical control shall be trifluralin herbicide embedded in polyethylene nodules for slow release that are attached to the substrate fabric on 1.5 inch centers. To include grading and compaction as required (to provide positive drainage), clean up and all incidental items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0037 6,000 Cubic

0037 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0037; Install 6" thick base course. To include grading, compaction as required prime coat, clean up, and all incidental items necessary to complete the work (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0038 100 Square

0038 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0038; Construct 4" thick reinforced concrete sidewalk, driveways, and wheelchair ramps. To include compaction of base course as required, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0039 500 Linear

0039 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0039; Construct concrete curbs. To include installation, clean up, and all incidental items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0040 100 Linear

0040 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0040; Construct concrete gutters. To include installation, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (K

Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0041 10,000 Square

0041 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0041; Install 1-1/2" thick asphaltic concrete leveling course. To include all surface preparation, prime coat, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0042 50,000 Square

0042 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0042; Install 2-1/2"" thick asphaltic concrete leveling course. To include all surface preparation, prime coat, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0043 40,000 Square

0043 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0043; Install 3" thick asphaltic concrete leveling course. To include all surface preparation, prime coat, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0044 20,000 Square

0044 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0044; Install 4" thick asphaltic concrete leveling course. To include all surface preparation, prime coat, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0045 1,000 Square

0045 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0045; Repair asphaltic concrete with slurry seal. To include all surface preparations and application of slurry seal, clean up, and all incidental items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0046 10 Each

0046 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0046; Adjust manhole or utility box/covers to match new final finish grade.

To include clean up, and all incidental items necessary to complete the work.

Provide smooth transitions. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0047 100 Linear

0047 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0047; Pavement striping. To include all surface preparation, striping, clean up and all incidental items necessary to complete the work. (Payment is based on

1'-0" long by 4" wide stripe, i.e. 40 feet by 4" stripe will be paid as 40 FT. or 20'-

0", of 8" wide stripe will be paid as 40 FT.). (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0048 15 Each

0048 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0048; Pavement letters and arrows. To include all surface preparation, painting, clean up and all incidental items necessary to complete the work. 4'-0"

Letters (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0049 30 Each

0049 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0049; Pavement letters and arrows. To include all surface preparation, painting, clean up and all incidental items necessary to complete the work. 8'-0"

Letters (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0050 10 Each

0050 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0050; Pavement letters and arrows. To include all surface preparation, painting, clean up and all incidental items necessary to complete the work. 8'-0"

Pavement Arrows (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0051 20 Each

0051 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0051; Pavement letters and arrows. To include all surface preparation, painting, clean up and all incidental items necessary to complete the work. 4'-0"

Handicap Logos (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0052 32,000 Linear

0052 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0052; Install Thermo-plastic Pavement Striping. To include all incidental items necessary to complete the work. (Payment is based on 1'-0" long by 4" wide stripe, i.e. 40 feet by 4" stripe will be paid as 40 FT. or 20'-0", of 8" wide stripe will be paid as 40 FT.). (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0053 3,000 Each

0053 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0053; Install raised reflective and non-reflective pavement markers. To include all surface preparation, adhesive, installation, clean up and all incidental items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0054 2,500 Square

0054 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0054; Cold mill 2" existing asphalt concrete pavement. To include removal, disposal of milled material, surface cleaning, clean up, and all incidental items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0055 1,600 Square

0055 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0055; Cold mill 3" existing asphalt concrete pavement. To include removal, disposal of milled material, surface cleaning, clean up, and all incidental items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0056 30,000 Square

0056 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0056; Cold mill 4" existing asphalt concrete pavement. To include removal, disposal of milled material, surface cleaning, clean up, and all incidental items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0057 7,000 Square

0057 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0057; Install 8" thick portland cement concrete pavement. To include re-compacting of base course, placement of #4 round, reinforcing bars at 12" on center; each way, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0058 50 Linear

0058 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0058; Crack sealing of asphaltic concrete pavement with an elastomeric crack and joint filler. To include surface preparation, application of sealer, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0059 75 Each

0059 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0059; Remove and dispose of existing damaged concrete parking bumpers and install new standard pre-cast 6'-0"(L) x 9"(W) X 5"(H), concrete parking bumpers with 3/4" round X 18" Long steel anchor rods on existing asphaltic concrete pavement. To include clean up, and all incidental items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0060 30 Each

0060 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0060; Remove and dispose of existing damaged concrete parking bumpers and install new standard pre-cast 6'-0"(L) x 9"(W) X 5"(H), concrete parking bumpers with two (2) component epoxy on concrete pavement. To include clean up, and all incidental items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0061 100 Linear

0061 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0061; Remove, dispose and replace existing Thermoplastic Pavement

Striping. To include all surface preparation, striping, clean up and all incidental items necessary to complete the work. (Payment is based on 1'-0" long by 4" wide stripe, i.e. 40 feet by 4" stripe will be paid as 40 FT. or 20'-0", of 8"" wide stripe will be paid as 40 FT.). (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0062 10 Each

0062 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0062; Install 6'-0" x 6'-0" Traffic Sensor Loop, per attached sketch. To include clean up, reprogramming, and all incidental items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0063 100 Square

0063 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0063; Install Biaxial or Triaxial Geogrid having an ultimate tensile strength of 1300 lb/ft (minimum). (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0064 24 Months

0064 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0064; Provide Solar powered Computerized message board. Includes 5 Ea.

Type 1 barricades with flashers to be placed around the message board. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0065 50,000 Square

0065 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0065; Install Woven Stabilization Geotextile Fabric composed of high-tenacity yarns, which are woven into a stable network such that the yarns retain their relative position. Geotextile fabric is inert to biological degradation and resistant to naturally encountered chemicals, alkalis, and acids. Geotextile Fabric shall conform to the following properties. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0066 1,000 Square

0066 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0066; Install Grassing. To include all surface preparation, clean up

(maintenance for a minimum of 60 days or until grass seed takes root and first cutting) and all incidental items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0067 100 Linear

0067 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0067; Install standard Asphaltic Concrete Curb 7" (W) X 4"(H), on asphalt or concrete pavements. To include clean up, and all incidental items necessary to complete the work. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0068 5 Each

0068 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0068; The Contractor shall be responsible for obtaining Hawaii State

NPDES permit/ Soil Erosion Plan and Controls complying with any Federal, State and Municipal Laws, Codes and regulations, in connection with the performance of this contract. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0069 5 Each

0069 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0069; The Contractor shall be responsible for obtaining Hawaii State BMP permit complying with any Federal, State and Municipal Laws, Codes and regulations, in connection with the performance of this contract. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0070 25 Cubic

0070 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 0070; The Contractor shall install Controlled Low Strength Material to comply with the Hawaii Department of Transportation Sp ecifications Section

314# Controlled Low Strength Material (CLSM) for Utilities and Structures#.

CLSM shall be poured in segments to address any issues with pressure on piping.

CLSM shall be placed with a maximum freefall height of four feet. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

0071 1 Each

0071 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 0071; Contract Manpower Reporting (CMR), in accordance with paragraph

1.7 of Section 01026. (K Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1001 1,500 Cubic

OPTION 1001 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 1001; Excavate, remove and dispose of existing grade material. To include grading, shaping, compaction as required (to provide positive drainage), clean up, and all incidental items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1002 100 Cubic

OPTION 1002 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 1002; Install approved subgrade fill material. To include grading, shaping, compaction as required (to provide positive drainage), clean up, and all incidental items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1003 20 Cubic

OPTION 1003 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 1003; Remove tree roots, 2'-0" past outer edge of sidewalk or curbing and replacement of sub grade with approved fill material. To include shaping, compaction as required (to provide positive drainage), clean up, and all incidental items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1004 50 Linear

OPTION 1004 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 1004; Install Root Barrier. The root barrier shall be at least 19 inches in depth from finished grade. The root barrier substrate fabric shall be made of synthetic polyolefins with UV stabilizer. Chemical control shall be trifluralin herbicide embedded in polyethylene nodules for slow release that are attached to the substrate fabric on 1.5 inch centers. To include grading and compaction as required (to provide positive drainage), clean up and all incidental items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1005 900 Cubic

OPTION 1005 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 1005; Install 6" thick base course. To include grading, compaction as required prime coat, clean up, and all incidental items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1006 20 Square

OPTION 1006 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 1006; Construct 4" thick reinforced concrete sidewalk, driveways, and wheelchair ramps. To include compaction of base course as required, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1007 300 Linear

OPTION 1007 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 1007; Construct concrete curbs. To include installation, clean up, and all incidental items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1008 20 Linear

OPTION 1008 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 1008; Construct concrete gutters. To include installation, clean up, and all incidental items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1009 1,000 Square

OPTION 1009 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 1009; Install 1-1/2" thick asphaltic concrete leveling course. To include all surface preparation, prime coat, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1010 1,000 Square

OPTION 1010 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 1010; Install 2-1/2" thick asphaltic concrete leveling course. To include all surface preparation, prime coat, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1011 2,400 Square

OPTION 1011 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 1011; Install 3" thick asphaltic concrete leveling course. To include all surface preparation, prime coat, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1012 2,400 Square

OPTION 1012 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 1012; Install 4" thick asphaltic concrete leveling course. To include all surface preparation, prime coat, clean up, and all incidental items necessary to complete the work. Provide smooth transitions. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1013 2 Each

OPTION 1013 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 1013; Adjust manhole or utility box/covers to match new final finish grade.

To include clean up, and all incidental items necessary to complete the work.

Provide smooth transitions. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1014 200 Linear

OPTION 1014 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 1014; Pavement striping. To include all surface preparation, striping, clean up and all incidental items necessary to complete the work. (Payment is based on

1'-0" long by 4" wide stripe, i.e. 40 feet by 4" stripe will be paid as 40 FT. or 20'-

0", of 8" wide stripe will be paid as 40 FT.). (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1015 10 Each

OPTION 1015 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 1015; Pavement letters and arrows. To include all surface preparation, painting, clean up and all incidental items necessary to complete the work. 4'-0"

Letters (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1016 10 Each

OPTION 1016 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 1016; Pavement letters and arrows. To include all surface preparation, painting, clean up and all incidental items necessary to complete the work. 8'-0"

Letters (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1017 10 Each

OPTION 1017 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 1017; Pavement letters and arrows. To include all surface preparation, painting, clean up and all incidental items necessary to complete the work.

Pavement Arrows (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1018 5 Each

OPTION 1018 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 1018; Pavement letters and arrows. To include all surface preparation, painting, clean up and all incidental items necessary to complete the work.

Handicap Logos (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1019 100 Each

OPTION 1019 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 1019; Install raised reflective and non-reflective pavement markers. To include all surface preparation, adhesive, installation, clean up and all incidental items necessary to complete the work (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1020 100 Square

OPTION 1020 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 1020; Install 8" thick portland cement concrete pavement. To include recompacting of base course, placement of #4 round, reinforcing bars at 12" on center; each way, clean up, and all incidental items necessary to complete the work. Provide smooth transitions (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1021 20 Each

OPTION 1021 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 1021; Install standard pre-cast 6'-0" (L) X 6" (W) X 4" (H), concrete parking bumpers with 1/2" round X 18" Long steel anchor rods on asphalt pavement. To include clean up, and all incidental items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1022 10 Each

OPTION 1022 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 1022; Install standard pre-cast 6'-0" (L) X 6" (W) X 4" (H), solid plastic parking bumpers with 1/2 " round X 18" Long bolts with expansion shields on concrete pavement. To include clean up, and all incidental items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1023 10 Each

OPTION 1023 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 1023; Install standard pre-cast 6'-0" (L) X 7" (W) X 4" (H), recycled rubber parking bumpers with mastic on asphalt or concrete pavements. To include clean up, and all incidental items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1024 2,000 Linear

OPTION 1024 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 1024; Install Thermo-plastic Pavement Striping. To include all surface preparation, striping, clean up and all incidental items necessary to complete the work. (Payment is based on 1'-0" long by 4" wide stripe, i.e. 40 feet by 4" stripe will be paid as 40 FT. or 20'-0", of 8" wide stripe will be paid as 40 FT.). (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1025 3 Each

OPTION 1025 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 1025; Install 6'-0" x 6'-0" Traffic Sensor Loop, per attached sketch. To include clean up, reprogramming, and all incidental items necessary to complete the work. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1026 100 Square

OPTION 1026 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 1026; Install Biaxial or Triaxial Geogrid having an ultimate tensile strength of 1300 lb/ft (minimum). (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1027 5 Months

OPTION 1027 Z2LB - REPAIR OR ALTERATION OF HIGH

FFP

: CLIN 1027; Provide Solar powered Computerized message board. Includes 5 Ea.

Type 1 barricades with flashers to be placed around the message board. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1028 5,000 Square

OPTION 1028 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 1028; Install Woven Stabilization Geotextile Fabric composed of High-tenacity yarns, which are woven into a stable network such that the yarns retain their relative position. Woven Stabilization Geotextile Fabric shall conform to the following properties. (L Work)

UNIT UNIT PRICE ESTIMATED AMOUNT

1029 2,000 Square

OPTION 1029 Z2LB - REPAIR OR ALTERATION OF HIGH

: CLIN 1029; Install Grassing. To include all surface preparation, clean up

(maintenance for a minimum of 60 days or until grass seed takes root and first cutting) and all incidental items…