YB1323-16-RP-0003.pdf

(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair) IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR INFORMATION

CALL:

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

SOLICITATION

1. SOLICITATION NO.

5. REQUISITION/PURCHASE REQUEST NO.

CODE

6. PROJECT NO.

8. ADDRESS OFFER TO

4. CONTRACT NO.

7. ISSUED BY

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

11. The contractor shall begin performance

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

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

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

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

d. Offers providing less than

NSN 7540-01-155-3212

calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

local time containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

See Attached

STANDARD FORM 1442 (REV. )

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

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

OFFER (Must be fully completed by offeror)

AMOUNTS

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

AMENDMENT NO.

DATE.

AWARD (To be completed by Government)

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

CODE FACILITY CODE

15. TELEPHONE NO. (Include area code)

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

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31c. DATE31b. UNITED STATES OF AMERICA

BY

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

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

30b. SIGNATURE 30c. DATE

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

copies to issuing office.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

27. PAYMENT WILL BE MADE BY

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

20b. SIGNATURE 20c. OFFER DATE

STANDARD FORM 1442 (REV. ) BACK

SCHEDULE Continued

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

PAGE 3 OF 44 YB1323-16-RP-0003

0001 PARKING LOT REPAIRS:

REPAIR AN AREA OF APPROXIMATELY 50' X 150',

(750 SF) OF BADLY DETERIORATED ASPHALT IN

THE 64 NORTH PARKING LOT OPPOSITE BAY 64-E,

ACROSS 12TH STREET.

REPAIR 3 SEPARATE BUT CLOSELY SPACED AREAS

OF APPROXIMATELY 245 SQUARE YARDS (2,202

SF) IN THE BUILDING 60 SOUTH PARKING

Provide price breakout for 64N and 60S. Price breakout excel spreadsheets must also be completed.

DELIVERY DATE: 12/31/2015

SHIP TO:

US CENSUS BUREAU - NPC

BLDG 64-G

1201 E 10TH STREET

JEFFERSONVILLE IN 47132

1.00 JB

Table of Contents

PAGE 4 OF 44 YB1323-16-RP-0003

SECTION

. 1 Statement of Work

. 2 Attach 1 64 Public Access

. 3 Attach 2 Cost Estimate Guide

. 4 Attach 3 Facility Parking 60 South

. 5 Attach 4 Pages from Ch304 2013

. 6 Attach 5 Pages from Ch304 2013-3

. 7 Attach 6 Damaged Asphalt Area 64 N Lot

. 8 Attach 7 60 S Repair Maps

. 9 Attach 8 60S Parking Cost Breakout

. 10 Attach 9 64 North Cost Breakout

. 11 52.236-2 DIFFERING SITE CONDITIONS (APR 1984)

. 12 52.236-3 SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK (APR 1984)

. 13 52.236-5 MATERIAL AND WORKMANSHIP (APR 1984)

. 14 52.236-6 SUPERINTENDENCE BY THE CONTRACTOR (APR 1984)

. 15 52.236-7 PERMITS AND RESPONSIBILITIES (NOV 1991)

. 16 52.236-8 OTHER CONTRACTS (APR 1984)

. 17 52.236-9 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND

IMPROVEMENTS (APR 1984)

. 18 52.236-10 OPERATIONS AND STORAGE AREAS (APR 1984)

. 19 52.236-11 USE AND POSSESSION PRIOR TO COMPLETION (APR 1984)

. 20 52.236-12 CLEANING UP (APR 1984)

. 21 52.236-13 ACCIDENT PREVENTION (NOV 1991)

. 22 52.236-17 LAYOUT OF WORK (APR 1984)

. 23 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION (FEB 1997)

. 24 52.236-26 PRECONSTRUCTION CONFERENCE (FEB 1995)

. 25 52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)

. 26 52.246-12 INSPECTION OF CONSTRUCTION (AUG 1996)

. 27 52.246-21 I WARRANTY OF CONSTRUCTION (MAR 1994)--ALTERNATE I (APR 1984)

. 28 52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

PAGE 5 OF 44 YB1323-16-RP-0003

SECTION

. 1 Statement of Work

ASPHALT REPAIR

64 NORTH AND 60 SOUTH PARKING LOT

I. DESCRIPTION OF THE WORK

A. Work Site Locations

U.S. Census Bureau 1201 East Tenth Street Jeffersonville, Indiana 47132 North Parking Area near Bldg. 64 E-bay on the North side of 12th street.

and South Parking Area near Bldg. 60 – 3 areas of damaged asphalt.

B. General Scope

1. This specification outlines the minimum performance level for the work outlined below and demands the use of the best industry and trade practices in all phases of the work.

2. It is strongly recommended that any prospective bidder become thoroughly acquainted with this document, the associated drawings and specifications, and make an in person site visit with a Census representative, in order to gain a complete understanding of the scope of work.

3. Problems To Be Corrected: Repair an area of approximately, 50 foot by 15 foot, 750 Square Feet (SF), of badly deteriorated asphalt in the 64 North Parking Lot opposite bay 64-E (across 12 th street). Repair three separate but closely spaced areas of totaling approximately 245 square yards (2,202 SF) in the parking lot on the south side of building 60.

4. Corrective Steps Required (listed below):

The Contractor Shall:

a) Contact Contracting Officer Representative (COR) before beginning any work. The COR is Marty Dailey, 812-218-4044, email marty.l.dailey@census.gov.

b) Contact the COR in the event an unanticipated situation arises that would materially impact the successful completion of the contract, add to the costs, damage government property, endanger safety, or compromise quality.

c) Field verify all dimensions and measurements prior to bidding and again before starting work.

These areas will be clearly marked by the Census Bureau prior to beginning any work.

d) Perform utility location to insure all gas, electric, water, sanitary sewer, storm sewer, telecommunications lines are marked prior to beginning work.

e) Insure asphalt is NOT to be placed over manholes, handholes, water valves, survey monuments, etcetera during repairs.

f) Insure repairs do NOT compromise drainage.

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64 NORTH AND 60 SOUTH PARKING LOT

g) Repair an area measuring 50’ x 15’ (750 SF) of damaged asphalt as shown on the attached drawing (DWG-1) for 64 North.

h) Repair 3 areas measuring at 60 South:

i. 34’ x 13’ (442 SF) of damaged asphalt labeled area E on the attached drawing (DWG-1).

ii. 37’ x 17’ (629 SF) of damaged asphalt labeled area H on the attached drawing (DWG-1).

iii. 87’ x 13’ (1,131 SF) of damaged asphalt labeled area K on the attached drawing.

i)

j) Repairs must made in accordance with the standard specifications, methods, and materials described in the Indiana Department of Transportation (INDOT) following documents titled (incorporated by reference):

i.i. 2013 Indiana Design Manual, Chapter 304 Comprehensive Pavement Analyses, as amended/updated for Local Public Agency (LPA) paving project pavement designs on low volume roads (<= 50 trucks AADTT) as shown on page 19, paragraph 2 and the associated referenced figure 304-21F.

i.ii. INDOT standard specifications, section 200, 300, and 400.

k) Excavate damaged asphalt and enough sub-grade material necessary to install the following constructed as follows:

i.i. 165lb/yd2 QCQA HMA, 2, 64, Surface, 9.5 mm (0.38 inch) on i.ii. 275 lb/yd2 QC/QA HMA, 2, 64, Intermediate, 19.0 mm (0.75 inch) on, i.iii. 152.4mm (6 inches) Compacted aggregate No. 53 Base with lime, on i.iv. Subgrade Treatment, Type III or IIIA, or as specified in the Geotechnical Report.

l) Properly recycle, reuse, or dispose of excavated asphalt or subgrade materials.

m) Saw-cut existing asphalt edges to create straight edges and 90-degree corners.

n) Add supplemental subgrade treatment material described in 4c(iv) above, as needed, to insure effective repair.

o) Dampen stone and compact.

p) Install and compact aggregate course material as described in 4c(iii) with compactor and roller.

q) Install and roll intermediate HMA course as described in 4c(ii).

r) Install and roll surface HMA course as described in 4c(i) to insure against water ponding.

s) Seal and roll around asphalt edges as described in figure 304-21F.

C. Contractor Shall Provide

1. The Contractor shall provide all the necessary product compliance submittals, project management, supervision, site superintendence, work schedule coordination with the government, labor, equipment, tools, materials, barricades and caution devices, site restoration where contractor has caused blemishes and/or damage, total clean-up, and other related documents, and all other items and procedures necessary to successfully accomplish the work indicated and

PAGE 7 OF 44 YB1323-16-RP-0003

64 NORTH AND 60 SOUTH PARKING LOT

specified in this document.

D. Materials & Products

1. The Contractor is responsible for purchasing all new (unused) materials and products, their delivery to the sites, and their installation as indicated and specified in this document. New (unused) products and materials are those made of either virgin materials or recycled materials as defined in CFR 40, Part 247. Materials must meet the INDOT standard specifications referred to in section 4 above.

E. Contractor Work Hours

1. This work shall be performed during the Census Bureau’s normal hours of operation, which are Monday through Friday, 7:00 AM through 4:30 PM.

2. The work shall be closely scheduled and coordinated with the Government in order to not interfere with ongoing operations at this facility.

F. NOTES TO CONTRACTORS & PROSPECTIVE BIDDERS

1. The Contractor shall field verify all measurements, dimensions and quantities, and throughly investigate site conditions for the purpose of bid preparation and potential installation of this work prior to formulating and submitting a bid, and more importantly, prior to commencement of any of this work.

G. Site Visit

1. It is strongly encouraged the prospective bidder attends the site visit to confirm measurements, dimensions, and quantities; to personally inspect the site conditions prior to formulating and submitting a bid.

2. The Government shall furnish a technical representative who is familiar with this work to accompany interested parties to the job sites. The site visit is scheduled on 9 A.M. EST on 11 Dec

15. The site visit is limited to two individuals per company. All company’s wishing to attend the site visit must notify Tina Jorae, email tina.m.jorae@census.gov, phone (812)218-3575, with the names of the individuals attending the site visit. These names must be submitted by 9 A.M. EST on 10 Dec 15.

II. PROJECT COORDINATION WITH GOVERNMENT

A. All communication of a technical (specifications) or project coordination (scheduling, phasing, etc.)

related nature shall be conducted primarily through the Contracting Officer’s Representative (COR) and at times through the Contract Specialist.

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64 NORTH AND 60 SOUTH PARKING LOT

B. All communications of an administrative or contractual related nature shall be conducted through the Contract Specialist for the Contract Officer (CO).

C. The Contractor is advised that the work under this contract shall be performed in close proximity to fully occupied and operational Government buildings, parking lots, and streets. The work shall be closely staged, phased, and coordinated with the COR in order to avoid interruptions of ongoing Government operations.

D. Work Site Superintendent

1. In addition to the administrative support, supervisory personnel, and general work force required for performance of the work, the contractor shall provide an on site general superintendent.

2. The superintendent shall be a responsible person who has the authority of the contractor to communicate with the COR, the Contract Specialist or the CO; and speak and act on behalf of the contractor.

3. The superintendent shall have sufficient knowledge of all crafts and trades associated with this work to the extent that this knowledge affords him the ability to inspect, interface, and direct the work being performed by the prime Contractor as well as all sub-contractors, for the purpose of assuring contract compliance as well as non-interference with ongoing Government operations.

4. The site superintendent shall be on site at all times in which work is being performed under this contract.

5. Prior to commencement of work, each day that work is performed, the Contractor’s on-site project superintendent shall inform the COR by means of telephone or an in-person visit (as directed by the COR) of the number and location of contract workers for that day. The superintendent shall be prepared to describe the work to be performed for that day and the number of workers.

6. At the end of each day, each day that work is performed, the Contractor’s superintendent shall inform the COR by means of telephone or an in-person visit (as directed by the COR) of the departure of all contract workers.

7. It shall be the responsibility of the superintendent to maintain at the work site at all times that work is being performed a clean, legible copy of this document, which includes all written specifications, all drawings and all modifications that have been made part of this document, as well as all Government approved compliance submittals.

8. The site superintendent shall also be responsible for posting at the job site, in unobstructed view for all contracted workers to see, the Wage Schedule which is contained in this document.

PAGE 9 OF 44 YB1323-16-RP-0003

64 NORTH AND 60 SOUTH PARKING LOT

E. Any utility interruptions must be coordinated and scheduled with the Government’s COR.

F. If unanticipated elements which conflict with intended function or design are encountered, investigate to determine the nature and extent of the conflict. Pending receipt of directive from the COR, rearrange selective demolition and/or installation schedule as necessary to continue overall work progress without delay.

III. COMPLIANCE SUBMITTALS

A. Compliance submittals include, but not necessarily limited to, shop drawings, product data, safety data sheets (SDS), and samples which are prepared by the contractor, subcontractor, manufacturer, or supplier and submitted by the prime contractor to the COR.

B. Submittal documents shall be clearly legible. Illegible documents will be returned without review to the Contractor for re-submittal.

C. Quality Requirements

1. Minimal requirement is three (3) copies of each submittal.

2. One copy of approved submittal shall be maintained by the Government.

3. Two (2) copies of approved submittal shall be returned to the Contractor by the Government. The

Contractor shall maintain one (1) copy of each submittal on the job site at all times work is being performed. One (1) copy of approved submittal is for the Contractor’s own use.

4. If the Contractor has need of more than the one (1) copy of approved submittals it will maintain, the Contractor shall submit additional sets of submittals as required.

D. Compliance Submittal Action Stamp/Notation: The COR’s review action stamp and/or notation will appear on all compliance submittals returned to the Contractor. The COR shall notify the Contractor of review status designations within seven (7) calendar days of receipt of the submittals. The contractor shall take action as noted on submittals. If submittals are to be resubmitted, the contractor shall accomplish this within seven (7) calendar days.

E. The Contractor shall not install any materials or products without the prior compliance submittal approval.

F. The Contractor shall provide to the COR compliance submittals for all products and materials indicated and specified in this solicitation document and well as the Safety Data Sheet (SDS) on all products used on this job. Among the items for which submittals are required are as follows:

a. Asphalt mixes, i.e., HMA, #73 aggregate – include receipt from asphalt plant site.

b. Subgrade materials

c. Dilutants

IV. ACCESS TO WORK SITE & USE OF PREMISES

PAGE 10 OF 44 YB1323-16-RP-0003

64 NORTH AND 60 SOUTH PARKING LOT

A. Access To The Work Site

1. No contracted worker shall be allowed to start work prior to receiving a security clearance. The Prime Contractor shall be responsible for making required access arrangements for his work force which includes all sub-contractors, suppliers, and delivery personnel.

2. The procedures will be elaborated upon by the government representatives at a pre-award conference/pre-work conference (to be scheduled at a later date) that the prime contractor shall follow to register his work force and obtain security clearance, security ID badges, and parking permits. In the mean time, a general description of this process is listed below.

3. To begin the security clearance process, all contracted individuals shall be required to fill out various forms and have fingerprints taken for the purpose of an official Government security background check. This initial stage typically takes up to two (2) hours (typically, this time is governed by how efficient the individual is in filling out the forms and the work load of the security office). The results of the background check typically takes from two (2) hours to two (2) weeks to get a status determination by the Census security office. After an individual has received a “favorable” background check status, the individual will be given three (3) simplistic tests relating to Security, will be “sworn in”, and will then be given a security ID badge. This security ID badge will permit the contracted individual to work on the facility without the need for a Government escort. The second stage of this process (test, swearing in, receiving badge) can be taken care of on the first morning of work just prior to going to the job site.

4. The Prime Contractor shall insure contracted individuals commence the security clearance procedures as soon as there is a signed contract.

5. SPECIAL NOTE In order to maintain the integrity of the Census Bureau’s Contractor Badge Security System, the contractor ID badges must be constantly accounted for by the contractor. Failure of the contractor to account for and return ALL ID badges to security at the end of the job may result in the Contractor being assessed the amount of $1,500.00 per badge not returned to Security. A good way to handle this is to have individuals turn in badges to Security at the end of each work day and pick up said badges at the beginning of the next work day.

6. EVERYONE shall wear their Government issued Security ID badge all day, every day while on Government property. Badges shall be worn ABOVE the waist. For example, the badges may be clipped to one’s shirt collar or shirt pocket.

PAGE 11 OF 44 YB1323-16-RP-0003

64 NORTH AND 60 SOUTH PARKING LOT

7. Security personnel have the right to inspect parcels, packages, personal vehicles, and contractor vehicles etc., and may do so on occasion to help protect Government property, Government and Contractor employees, as well as personal belongings.

B. Use Of The Premises

1. The Contractor will ensure that he and all his employees as well as all sub-contractor employees become familiar with the information contained on Form DP-1050 General Instructions for Contractors At The Census Bureau. This information contains necessary information about the following subjects: (1) Parking of private vehicles, (2) Use Of The Site, (3) Camera/Picture Taking,

(4) Creating Dust, Etc., (5) Emergency Exits, (6) Audible Alarms, (7) Working Past 5:30 PM, Or Any Time Saturday or Sunday, (8) Badge Return, (9) Services For Contractors Involved In An Accident/Emergency. Each individual receiving a security ID badge will receive a copy of this form.

Form DP 1050 is made a part of this contact by reference.

2. The prime contractor, all sub-contractors, suppliers, and delivery personnel shall limit use of the premises to the immediate area of the work site/s indicated in this document, so as to allow for undisturbed Government occupancy and use at all times.

3. The contractor shall insure that portions of the facility beyond the areas in which work is specified or indicated are to not be entered and are to remain undisturbed.

4. Under no circumstances will a contracted worker be permitted to stray away from the immediate work site area into an area not affected by this work.

5. The Contractor shall keep all streets, driveways, parking areas, walkways, isles, entrances, and exits serving the premises clear and open for Government use (as agreed upon with the Government).

Do not use these areas for parking of vehicles or storing of materials unless prior arrangements for such use has been made with the COR.

6. Confine stockpiling of materials to locations approved by the COR. Materials storage space on Government property is limited. If available, some storage space may be provided. If additional storage is necessary beyond that which is available on Government property, obtain and pay for such storage off of Government property at the Contractor’s expense.

7. Lock automotive type vehicles, such as passenger cars and trucks and other mechanized or motorized construction equipment when parked and unattended, so as to prevent unauthorized use. Do not leave such vehicles or equipment unattended with the motor running or the ignition key in place.

C. Electric & Water Service

1. Electric The premises are supplied with electrical service which may be used in this work.

a. Typically, electrical service that is available will be from a standard 20-amp, 3-wire receptacle.

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64 NORTH AND 60 SOUTH PARKING LOT

The Contractor shall be responsible for providing electrical cords and connection devices that comply with the National Electric Code.

b. If an electric supply is required by the Contractor other than what is available from the Government, the Contractor shall supply a COR approved generating unit.

2. Water The premises are supplied with water.

a. Typically, the water supply that is available will be from a standard hose bib.

b. Fire hydrants may be used if a hose bib is not available, although, fire hydrants may not be used during months when the temperature may drop below freezing.

c. In either case, the Contractor shall be responsible for providing connection devices and hoses.

d. When a hose bib or a fire hydrant are not available, the Contractor shall provide any water that may be required for this work.

D. Construction Debris

1. Demolished materials and installation debris resulting from this work shall be considered to be the property of the Contractor.

2. The Contractor shall, on a daily basis, remove from the work site all demolition and construction debris. One method of satisfying this requirement is to store debris in a Contractor provided (at Contractor’s expense) dumpster located on site.

3. The trash cans and trash receptacles which are located within the buildings and on the docks/ramps and the dumpsters which are located on Government property shall not be utilized by the Contractor.

V. SAFETY & HEALTH

A. The publications listed below form part of this specification to the extend referenced.

1. OSHA General Industry Safety and Health Standard (29 CFR 1910), Publication V2206; OSHA Construction Industry Standard (29 CFR 1926). One source of these regulations is OSHA Publication 2207, which includes a combination of both parts 1910 and 1926 as they relate to construction safety and health.

VI. PROTECTION OF GOVERNMENT PROPERTY

A. The Contractor shall provide protections, as deemed necessary by the Contractor and more so, as deemed necessary by the COR, for the buildings, the building’s occupants and contents, vehicles parked adjacent to the buildings, the grounds surrounding the buildings, and pedestrians. This may include, but is not limited to, the Contractor providing and setting in place such items as barracades, yellow caution tape, and orange traffic cones. If the Contractor is requested by the COR to set such

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64 NORTH AND 60 SOUTH PARKING LOT

items in place, the contractor shall immediately take and all steps as are necessary to comply with this request.

B. The Contractor shall provide barriers to prevent any and all seal coat over spray from such items as concrete curbs, concrete side walks, wheel stops, landscaping, grassed areas, vehicles, mechanical equipment such as A/C units, etc.

C. Upon completion of the work, or as directed by the COR, the Contractor shall remove all “caution” and protection items.

D. The Contractor shall obtain a Burn Permit prior to brazing, sweating, welding or any use of open flame, ow when sparks are likely to be produced while on Government property. A Burn Permit may be obtained from the Facilities Management Office, Bldg. 66, Rm. 156. The COR will assist the Site Superintendent in obtaining a Burn Permit.

VII. QUALITY ASSURANCE

A. Maintain quality control over suppliers, manufacturers, services, site conditions, and workmanship to produce work of indicated and specified quality, and in any event, work conforming to the Best Standards of the related industry or trade.

B. Comply in full with industry standards, codes, and regulations as they apply to this work, except when more restrictive tolerances or specified requirements indicate more rigid Standards or more precise workmanship. In such case, comply with the more stringent.

C. In instances where size, tolerance, material, method, and/or procedure are not specified nor indicated, it shall be the Contractor’s responsibility to comply with the Best Standard of the related industry and/or trade.

D. All work shall be accomplished in a workmanlike manner to the satisfaction and approval of the Contracting Officer (CO) and the Contracting Officer’s Technical Representative (COR).

VIII. WARRANTY

A. The Contractor shall guarantee all Contractor provided products, materials, installation, and workmanship for a minimum period of one (1) full year from the time of Government acceptance of the successful completion of the work.

. 2 Attach 1 64 Public Access

PAGE 14 OF 44 YB1323-16-RP-0003

H C

HC

Fence

Extisting Sidewalk

Bldg 64F Parking Lot Repair

Approximate Curvature of Curb Shown

ADA Detectable Warning Device

Two 2' x 4'

ADA Detectable

Warning 2' x3'

Traffic Flow

Traffic Flow

STOP

12TH STREET

CAR POOLCAR POOLCAR POOLCAR POOLCAR POOLCAR POOLCAR POOLCAR POOLCAR POOLCAR POOLCAR POOLCAR POOLCAR POOLOFFICAL OFFICAL CAR POOL CAR POOL CAR POOL CAR POOL CAR POOL CAR POOL CAR POOL CAR POOLCAR POOL

STOP

STOP

10'-2"

CH

ER

RY

S

TR

EE

T

ADA Detectable

Warning 2' x 3'

Lamp

50'-0"

N o r t h

Asphalt Repair 64E North Lot, 10/6/2015 2:35:51 PM, ANSI expand B (11.00 x 17.00 Inches), 1:1

. 3 Attach 2 Cost Estimate Guide

PAGE 15 OF 44 YB1323-16-RP-0003

STANDARD PRICES

FOR

COST ESTIMATING

December 2010

City of Rockville Department of Public Works

111 Maryland A venue Rockville, MD 20850 Phone (240) 314-8500

Fax (240) 314-8539 www.rockvillemd.gov rz../1.c; I z.01 o

Date

PAGE 16 OF 44 YB1323-16-RP-0003

FOR COST ESTIMATING

CITY OF ROCKVILLE

DEPARTMENT OF PUBLIC WORKS

DECEMBER 2010

Table of Contents

Section Item Pages

1 Demolition, Utility Adjustments and Relocation 1

2 Sediment Control and Earthwork 2,3

3 Stormwater Management and Stream Restoration 4,5

4 Storm Drainage 6-9

5 Water and Sewer 10

6 Paving 11,12

7 Traffic, Striping, Signage, Pavement Marking, and Maintenance of Traffic 13,14

8 Miscellaneous 15

Notes:

1. The unit costs contained on the following pages are for normal and customary installations. Where unusual circumstances exist, the unit costs must be adjusted to account for additional anticipated costs.

2. The unit costs are for materials and installation, unless otherwise noted.

3. The notation TBD =To Be Determined and indicates that the consultant must provide an industry accepted estimate as a standard unit has not been established.

4. The consultant must provide an industry accepted and current estimate for any materials that are approved and permitted by the City but not included in this document

5. Unit costs for storm drain structures and sewer manholes are assumed to be precast, unless otherwise noted. The Consultant must provide industry accepted and current estimates for any structures that are poured in place.

PAGE 17 OF 44 YB1323-16-RP-0003

Section 1 Demolition, Utility Adjustments and Relocations

UNIT

ITEM UNIT COST

Demolition ose of Concrete Curb and Gutter LF $12.00 se of Concrete Drivewav Aprons SY $12.00 se of Asphalt Paving SY $14.00 se of Concrete/ Asphalt Sidewalk SY $12.00

Remove and Dispose of Piping LF $20.00 Remove and Dispose of Concrete Headwalls CY TBD Sawcut Existing Paving (does not include removal and disposal of paving) LFtt Remove and Dispose of Existing Manholes EA Remove and Dispose of Existing Storm Drain Inlets EA Remove and Dispose of Fire Hydrant EA $2,000.00 Remove and Dispose of Guardrail/Concrete Barricade LF $15.00 Remove and Dispose of Existing Pavement Markings, Any Width LF $0.55 Remove and Dispose of Existing Pavement Marking Letters, Numbers, Symbols or Arrows LF $0.55

Removal and Disposal of Individual Trees < 6" Diameter EA $100.00 6"-12" Diameter EA $300.00 >I 2"-24" Diameter EA $750.00 >24"- 36" Diameter EA $900.00 > 36" Diameter EA $1,500.00 Stump Removal Only - Under 30" diameter EA $250.00 Stump Removal Only - Over 30" diameter EA $450.00

Utility Ad.iustments and Relocations Vertically Adjust Sewer Manhole Top (first 6" only) EA $400.00 Vertically Adjust Sewer Manhole (each additional l" beyond first 6") EA $250.00 Relocate Fire Hydrant EA $2,500.00 Vertically Adjust Water Valve Box or Meter (first 6" only) EA $400.00 Vertically Adjust Water Valve Box or Meter (each additional I" beyond first 6 ") EA $200.00 Horizontally Adjust Water Meter (along existing line only) EA $600.00 Brace Utility Pole EA $3,500.00

Miscellaneous Test Pit, Hand Du.g CY $60.00 Remove and Dispose of Ex. Fence (Any Type) $20.00 Remove and Replace Concrete Sidewalk SY $57.00 Remove and Replace Driveway Apron SY $82.00

December 20 JO

PAGE 18 OF 44 YB1323-16-RP-0003

Section 2 Sediment Control and Earthwork

ITEM UNIT UNIT COST

Earthwork Excavation (First 2000 CY) CY $25.00 Excavation (Over 2000 CY) CY $20.00 Excavation Hauled Off- Site CY $25.00 Borrow CY $25.00 Rock Excavation for Roadway CY $50.00 Structural Fill CY $30.00

-2 LF $5.00

Type A-3, A-4 LF $8.00 Type B-1, B-2 LF $10.00 Type B-3 LF $16.00

Temporary Swale Type A-1, A-2 EA $4.00

~ - A EA $9.00

Type B-1, B-2 EA $12.00 Type B-3 EA $15.00

Inlet Protection For 5' Inlet EA $125.00 ££r l O' Inlet EA $200.00 For 15' Inlet EA $300.00 For 20' Inlet EA $325.00 For Yard Inlet EA $300.00

IPioe Slope Drain (HDPE)

12" LF $20.00

15" LF $25.00

18" LF $30.00

24" LF $35.00

36" LF $40.00

Rip Rap Inflow/Outflow Protection (with Fabric) Outflow Protection at the end of a Berm or Swale CY $65.00 Inflow Protection into a Trap or Basin CY $65.00

Dewatering Device (includes CMP Riser, barrel, stone, filter fabric and connecting pipe) 12" Riser, etc. EA $1,000.00 18" Riser, etc. EA $2,500.00 24" Riser, etc. EA $5,000.00 30" Riser, etc. EA $10,000.00 36" Riser, etc. EA $12.000.00 42" Riser. etc. EA $15,000.00

PAGE 19 OF 44 YB1323-16-RP-0003

Section 2 (Cont.)

Sediment Control and Earthwork

ITEM UNIT UNIT COST

I Stabilization Hydroseeding SY $0.75 Solid Sodding (First 1,000 SY.) SY $7.00 Solid Sodding (Excess Over 1,000 SY.) SY $6.00 Temporary Seeding and Straw Mulching SY $1.00 Erosion Matting SY $2.50

Clear and Grubbing Clear and Grubbing - Light Acre $8,000.00 Clearing and Grubbing - Medium Acre $9,000.00 Clearing and Grubbing - Heavy Acre $10,000.00

Miscellaneous ~ruction Entrance (Community or Subdivision) EA $L750.00 ruction Entrance (One Single Family) EA $800.00 Stabilized Construction Entrance with Wash Rack EA $2.000.00 Silt Fence LF $4.00 Super Silt Fence LF $8.00 Tree Protection Fence LF $4.00 Welded Wire Safety Fence LF $3.00 Root Pruning LF $4.00 Sump Pit EA $1,000.00 MSHA #2 Stone CY $35.00 Temporary Class I Rip Rap for Sediment Control TON $47.00 Temporary Class I Rip Rap for Sediment Control CY $65.00 Sand Bag /Stone Diversion LF $25.00 Stone Check Dam EA $500.00 Filter Fabric SY $5.00 Temporary Stream Crossing Bridge EA TBD Sheeting and Shoring for Excavation (Depths below IO') SF TBD Topsoil CY $50.00 MSHA #57 Stone CY $40.00 Asphalt Berm LF $25.00 Portable Sediment Tank EA $1,800.00

Dccemher 20 I 0

PAGE 20 OF 44 YB1323-16-RP-0003

Section 3 Stormwater Management and Stream Restoration ITEM llNIT llNIT COST Earthwork Excavation (First 2000 CY) CY $25.00 Excavation (Over 2000 CY) CY - .

Excavation Hauled Off- Site CY Dam Embankment CY $40.00 Clay Core TrenchiLiner CY $50.00

Perforated PVC lJnderdrains (Includes cap and elbows)

4" LF $8.00

6" LF $10.00

8" LF $13.00

IO" LF $15.00

12"

Trash Rack Anti - Vortex type CMP Up to 24" Diameter EA $500.00 Anti -Vortex type - CMP Over 24" Diameter EA $1,000.00 Rebar Trash Rack on Concrete EA TBD All other types EA TBD

Stream Valley Restoration Channel Excavation CY $35.00 Imbricated Rip Rap CY $150.00 Rock Vane LF $150.00 Step Pools SY $150.00 Rootwad EA $500.00 Rock Cross Vane LF $200.00 Stone Toe Protection LF $55.00 Live Stake EA $5.00 Brush Layering SY $150.00 16" Natural Fiber Roll LF $20.00 18" Natural Fiber Roll LF $22.00 Live Facine SY $30.00 Coir Fiber Matting LF $5.00 Stream Diversion (Pump) DAY $500.00 Other Stream Valley Stabilization Measures TBD TBD

Landscapine:

Wetlands Plants EA $10.00 Shrubs - 2 or 3 Gallon Container EA $35.00 ~tive Deciduous Trees - 2 1/2" Diameter EA $300.00 ergreen Trees - 6 feet EA $175.00 Wetland Seed Mix LB $200.00 Herbaceous Plants - I Gallon Container EA $7.00 Mulch - Fine Shredded Hardwood CY $60.00

PAGE 21 OF 44 YB1323-16-RP-0003

Section 3 (Cont.)

Stormwater Management and Stream Restoration

ITEM UNIT UNIT COST

Biofiltration/Bioretention MSHA #7 Gravel Bed CY $55.00 ASTM C33 Fine Aggregate Concrete Sand CY $75.00 Planting Media - 1/3 perlite or Solite, 1/3 compost and I /3 topsoil CY $250.00 Mulch - Fine Shredded Hardwood CY $60.00

Miscellaneous Stormwater Management Sub-Drains (Including 6" Pipe, Stone, and Filtercloth) LF $20.0 Class I Rip Rap, ungrouted with filter fabric CY $75.00 Class II Rip Rap, ungrouted with filter fabric CY $100.00 Class III Rip Rap, ungrouted with filter fabric CY $150.00 Gabions with filter fabric CY $250.00 GrassCrete Pavers SY $60.00 Topsoil CY $50.00 Reinforced Concrete CY $800.00 ti-Seep Collar EA TBD nc SY $5.00

Poly liner SY $J~.vv

Gravel Bed CY $75.00 Sand Filter Media CY $75.00 Porous Pavers SY TBD Pervious Concrete SY TBD ~rietary SWM Measures (i.e. Baysavers, StormFilter, etc.) EA TBD

~· \~ ~ ~ x 6') EA $2,000.00

'December 2010

PAGE 22 OF 44 YB1323-16-RP-0003

Section 4 Storm Drainage

ITEM UNIT LJNIT COST

Curb Inlets MCDOT A-5 (up to 8' deep) EA $3.100.00 MCDOT A-10 (up to 8' deep) EA $3,500.00 MCDOT A-15 (up to 8' deep) EA $4,500.00 MCDOT A-20 (up to 8' deep) EA $5,500.00 l\ICDOT B-10 (up to 8' deep) 3,500.00 MCDOT B-15 (up to 8' deep) EA $4,000.00 MCDOT B-20 (up to 8' deep) EA $4,500.00 Inlets (Greater Than 8') Per Additional Vertical Foot VF $350.00

Manholes A or B Manhole 48" Diameter (up to 8' deep) EA $3,500.00 A or B Manhole 60" Diameter (up to 8' deep) EA $4,800.00 A or B Manhole 72" Diameter (up to 8' deep) EA $5,600.00 A or B Manhole 84" Diameter (up to 8' deep) EA $6,000.00 A or B Manhole 96" Diameter (up to 8' deep) EA $6,600.00 Manholes (Greater than 8' ) per Additional Vertical Foot VF $350.00

Miscellaneous Structures MCDOT D Inlet (up to 8' deep) EA $2,500.00 J\ICDOT E Inlet (up to 8' deep) EA $3,000.00 MCDOT or MSHA J Inlet (up to 8' deep) EA $3,000.00 WR Inlet (l'vlD 374.21) (up to 8' deep) EA $4,000.00 Inlets (Greater then 8') per Additional Vertical Foot Yr I $350.00

RCP Class IV or V Pipe 15" Diameter LF $60.00 18" Diameter LF $70.00 21" Diameter LF $80.00 24" Diameter LF $90.00 27" Diameter LF $110.00 30" Diameter LF $120.00 33" Diameter LF $130.00 36" Diameter LF $140.00 42" Diameter LF $175.00 48" Diameter LF $200.00 54" Diameter LF $230.00 60" Diameter LF $250.00 66" Diameter LF $280.00 72" Diameter LF $300.00 Rubber Gasket for 15" - 24" (in addition to pipe cost) LF $10.00 Rubber Gasket for 27" to 42" (in addition to pipe cost) LF $20.00 Rubber Gasket for 48" - 72" (in addition to pipe cost) LF $30.00

PAGE 23 OF 44 YB1323-16-RP-0003

Section 4 (Cont.)

Storm Drainage

ITEM

~p Pipe (16 Gauge) 12" Diameter I 5" Diameter 18" Diameter 21 " Diameter 24" Diameter 30" Diameter

136" Diameter 2" Diameter 8" Diameter 4" Diameter

60" Diameter 66" Diameter 72" Diameter 78" Diameter 84" Diameter Perforated CMP/PI - Additional Cost per LF

CMPA Pipe 18"X II"(Equiv.15") 22" X 13" (Equiv. 18") 25"X 16"(Equiv.21") 29" X 18" (Equiv. 24") 36" X 22" (Equiv. 30") 43" X 27" (Equiv. 36") 50" X 31" (Equiv. 42") 58" X 36" (Equiv. 48")

Concrete Box Culverts Any size

PVC Pipe for Storm Drainage 4" 6" 8"

IO"

12" 15" 18"to24" Perforated PVC- Additional Cost per LF lJNIT lJNIT COST

LF $35.00

LF $40.00

LF $45.00

LF $55.00

LF $60.00

LF $70.00

LF $80.00

LF $110.00

LF $130.00

LF $150.00

LF $170.00

LF $210.00

LF $250.00

LF $300.00

LF $375.00

LF $5.00

LF $40.00

LF $50.00

LF $60.00

LF $70.00

LF $80.00

LF $95.00

LF $115.00

LF $150.00

LF TBD

LF $15.00

LF $20.00

LF $25.00

LF $30.00

LF $35.00

LF $40.00

LF $50.00

LF $3.00

PAGE 24 OF 44 YB1323-16-RP-0003

Storm Drainage

ITEM

HDPE Pipe 12" 15" 18" 24" 36" 42" 48" 54"

Field Connections 15" Diameter to 27 11 to 42" Diameter 15" Diameter to 48" or 54" Diameter 15 11 Diameter to 60 11 or 66" Diameter 18" Diameter to 60 11

, 66 11 or 72 11 Diameter 24" Diameter to 60 11

, 66' or 72 11 Diameter

Concrete End Wall "C" 15 11 Diameter 18'' Diameter 21 11 Diameter 24" Diameter 27" Diameter 30" Diameter 33" Diameter 36 11 Diameter 42" Diameter 48" Diameter 54" Diameter 60" Diameter 66" Diameter 72" Diameter

SHA Type Endwall "F" 15" Diameter 18 11 Diameter 21 11 Diameter 24 11 Diameter 27" Diameter 30" Diameter 33" Diameter 36" Diameter 42" Diameter 48" Diameter 54" Diameter 60" Diameter 66" Diameter 72" Diameter

UNIT lJNIT COST

LF $40.00

LF $45.00

LF $50.00

LF $60.00

LF $80.00

LF $95.00

LF $100.00

LF $120.00

EA $1,000.00

EA $2,000.00

EA $2,500.00

EA $3,000.00

EA $3,500.00

EA $1,200.00

EA

$1,400.00

EA $1,600.00

EA $1,800.00

EA $2,200.00

EA $2,500.00

EA $2,750.00

EA $3,500.00

EA $4,000.00

EA $4,500.00

EA $5,500.00

EA $6,000.00

EA $7,000.00

EA $8,000.00

EA $1,650.00

EA $1,850.00

EA $2,000.00

EA $2200.00

EA $2,500.00

EA $3,000.00

EA $3,500.00

EA $4,000.00

EA $4500.00

EA $5,000.00

EA $5,500.00

EA $9,000.00

EA $12,000.00

EA $15,000.00

PAGE 25 OF 44 YB1323-16-RP-0003

Storm Drainage

ITEM

Concrete End Section 15" Diameter 18" Diameter 2 l " Diameter

~"Diameter "Diameter

30" Diameter 33" Diameter 36" Diameter 42" Diameter 48" Diameter

CMP End Section 12" Diameter 15" Diameter 18" Diameter 21" Diameter 24" Diameter 27" Diameter 30" Diameter 33" Diameter 36" Diameter 42" Diameter

CMPA End Section 18" X 11" to 29" X 18" (Equiv. 15" to 24" Round) 36" X 22" to 50" X 31" (Equiv. 27" to 48" Round)

HDPE End Section 4" to 12" Diameter 15" to 24" Diameter 26" to 42" Diameter 48" to 54" Diameter

Rip Rap and Gabion Class I Rip Rap, ungrouted with filter fabric Class II Rip Rap, ungrouted with filter fabric Class Ill Rip Rap. ungrouted with filter fabric Gabions with filter fabric

Trench Drain Precast Trench Drain with grate

Miscellaneous Borrow Trench Backfill Renovate Existing Inlet into Manhole Concrete Cut-off Wall (for pipes 12" to 15" diameter) Concrete Cut-off Wall (for pipes 18" to 24" diameter)

December 201 ()

UNIT UNIT COST

EA $500.00

EA $550.00

EA $600.00

EA $650.00

EA $700.00

EA $750.00

EA $800.00

EA $900.00

EA $1,000.00

EA $ ! ,500.00

EA $300.00

EA $400.00

EA $425.00

EA $450.00

EA $475.00

EA $500.00

EA $550.00

EA $600.00

EA $650.00

EA $700.00

EA $450.00

EA $600.00

EA $100.00

EA $150.00

EA $200.00

EA $300.00

CY $75.00

CY $100.00

CY $150.00

CY $250.00

TBD TBD

CY $40.00

EA TBD

EA $500.00

EA $750.00

PAGE 26 OF 44 YB1323-16-RP-0003

Section 5 Water and Sewer ITEM UNIT lJNITCOST Water Line 4" DIP Water !\fain (CL52) LF $100.00 6" DIP \Vater Main (CL52) LF $130.00 8" DIP Water Main (CL50) LF $135.00 IO" DIP Water Main (CL50) LF $140.00 I 2"DIP Water Main (CL50) LF $150.00 I" Copper Water House Connections LF $30.00 2" Copper Water House Connections LF $45.00 Fire Hydrants EA $4,500.00 Low Cradle, Encasement. or Blocking CY $600.00 iWater Valves

4" EA $1,200.00

6"

8" EA $1,750.00

12" EA $2,800.00

16" EA $4,000.00

18" EA $5,000.00

24" EA $8,000.00

Wet Taps Wet Taps Up to 12" Diameter EA $4,000.00 Wet Taps Over 12" Diameter, Under 24" Diameter EA $7,000.00 Wet Tap 24" Diameter EA $10,000.00

Sewer Line 8" PVC Sewer Main LF $50.00 l O" PVC Sewer Main LF $70.00 12" PVC Sewer Main LF $110.00 l 5" PVC Sewer Main LF $130.00 4" PVC Sewer House Connection LF $35.00 6" PVC Sewer House Connection LF $40.00

Pressure Sewer I 1/4" to 2" LF $30.00 2" to 3" LF $.J.J.VV I 1/4" to 7" Pressure House Connection LF $' ...

Sewer Manholes 48" Diameter - 8' or Less EA $4,250.00 48" Diameter, Each Vertical Foot Over 8' of Depth VF $350.00 60" Diameter · 8' or Less EA $4,500.00 60" Diameter. Each Vertical Foot Over 8' of Depth VF $500.00 Drop Manhole EA $5,000.00 Transition Manhole EA $3,300.00 Flushing Manhole for Pressure Sewer EA $4,900.00

December 20 IO

PAGE 27 OF 44 YB1323-16-RP-0003

Section 6 Paving

ITEM

Milling Milling Asphalt Paving to 1.5" Depth (Less than 1,000 SY) Milling Asphalt Paving to 1.5" Depth ( 1,000 SY to 5,000 SY) Milling Asphalt Paving to 1.5" Depth (Greater than 5.000 SY) Sawcut Existing Paving (does not include removal and disposal of paving)

Roadway Excavation Road Excavation (First 2000 CY.)

Road Excavation (Excess Over 2000 CY.)

Excavation Hauled Off-Site Borrow Rock Excavation for Roadway Structural Fill

Paving MSHA Asphalt Base (300 tons or less) MSHA Asphalt Base (Greater than 300 tons) MSHA Asphalt Surface(300 tons or less) MSHA Asphalt Surface (Greater than 300 tons) 2" Bituminous Concrete Surface Course 3" Bituminous Concrete Surface Course in 2" - I 112" layers 3" Bituminous Concrete Base Course 5" Bituminous Concrete Base Course 7" Bituminous Concrete Base Course 9" Bituminous Concrete Base Course in 2" - 4 1/2 " layers 8" Graded Aggregate Base Course in 2" - 4" layers 4" Graded Aggregate Base Course MSHA Graded Aggregate Base MSHA 9" Concrete Paving

Curb and Gutter MC Type-A Concrete Curb & Gutter MSHA Type "A" & "B" Concrete Curb Temporary M.C. Std. 10-E Asphalt Curb Monolithic Concrete Median - 4 feet wide

UNIT lJNITCOST

SY $15.00

SY $10.00

SY $5.00

LF $3.00

CY $25.00

CY $20.00

CY $25.00

CY $25.00

CY $50.00

CY $30.00

TON $100.00

TON $90.00

TON $110.00

TON $100.00

SY $13.00

SY $19.00

SY $17.00

SY $28.00

SY $40.00

SY $51.00

SY $14.00

SY $6.00

CY $50.00

SY $100.00

LF 00

LF $25.00

LF $20.00

LF $50.00

PAGE 28 OF 44 YB1323-16-RP-0003

Section 6 (Cont.)

Paving

ITEM UNIT UNIT COST

Sidewalk and Ramps MC Std. 4" Thick Concrete Sidewalk SY $40.00 MC Std. 5" Thick Concrete Sidewalk SY $45.00 Sidewalk Ramp SY $70.00 Brick Sidewalk (with Concrete Base and 111 Sand Bed) SY $90.00 Detectable Warning Surface for Sidewalk Ramps SF $35.00 Temporary 4" Asphalt Sidewalk SY $20.00 MSHA Asphalt Base for Bikeway TON $110.00 MSHA Asphalt Surface for Bikeway TON $125.00 MSHA Asphalt Base for Bikeway I" Thick SY $8.00 MSHA Asphalt Surface for Bikeway I" Thick SY $10.00

Driveways City Std. 7" Thick Concrete Drive Apron (Residential) SY $60.00 City Std. 9" Thick Concrete Drive Apron (Commercial) SY $70.00 Residential Asphalt Driveway Apron SY $40.00

Miscellaneous Solid Sodding (First 1,000 SY.) SY $7.00 Solid Sodding (Excess Over LOOO SY.) SY $6.00 Install 2-1 /2" Street Trees EA $300.00

December 2010

PAGE 29 OF 44 YB1323-16-RP-0003

Section 7 Traffic Signals, Signage, Striping, Lighting and Maintenance of Traffic ITEM lJNIT lJNIT COST Traffic Signal Construction 12" One-Way 3 Section (R,Y,G) EA $1,100.00 5 Section LED Traffic Signal Housing EA $1,600.00 Econolite Traffic Signal Cabinet With Equipment EA $11,500.00 Video Detection Camera EA $8,000.00 Video Detection Control Cabinet - 500Feet EA $2.050.00 6' x 6' Loop Detector EA $1, 100.00 6' x 22' Loop Detector EA $1,400.00 6' x 30' Loop Detector EA $1,600.00 Traffic Signal Cabinet (NEMA Size 6) EA $3,700.00 Countdown Pedestrian Signal Head EA $550.00 2 Wire Central Control Unit EA $2,000.00 Audible Push Button and Braille Sign EA K.00 Electrical Cable - 5 Conductor (no. I 4A WG) LF 00 Metered Service Pedestal EA $2,400.00 2" Schedule 80 Rigid PVC Conduit (Bored) LF $40.00 2" Schedule 80 Rigid PVC Conduit (Trenched) LF $13.00 3" Schedule 80 Rigid PVC Conduit (Bored) LF $50.00 3" Schedule 80 Rigid PVC Conduit (Trenched) LF $15.00 4" Schedule 80 Rigid PVC Conduit (Bored)

LF $55.00

4" Schedule 80 Rigid PVC Conduit (Trenched) LF $20.00 Standard Handbox in Earth EA $1,000.00 Standard Handbox in Sidewalk EA $2,000.00 20' Lightin.g Bracket Arm for Traffic Signal Structure EA $1,000.00 21' Steel Pole with Single 38' Mast Arm EA $6,500.00 21' Steel Pole with Single 50' Mast Arm EA $7,500.00 21' Steel Pole and 70' Mast Arm EA $10,100.00 12' x 30' Strain Pole (on Existing Base) EA $3,500.00 3/8" Span Wire LF $5.00 Concrete for Signal Foundation CY $1,000.00 Traffic Sign on Span Wire EA $450.00 Solar Powered School Beacon EA $13,000.00

Pavement Marking 4" White Painted Markings LF $0.35 5" White Painted Markings LF $0.40 4" Yellow Painted Markings LF $57.00 5" Yellow Painted Markings LF $82.00 June I, 2009 LF $4.00 4" Yellow Marking Thermoplastic Tape LF $4.00 12" Yellow ]\larking Thermoplastic Tape LF $10.00 4" White Lead Free Reflective Thermoplastic Marking LF $2.00 5" White Lead Free Reflective Thermoplastic !Vtarking LF $3.00 12" White Heat Applied Preformed Thermoplastic Marking LF $9.00 24" White Heat Applied Preformed Thermoplastic Marking LF $14.00 24" Yellow Marking Thermoplastic Tape LF $20.00 Thermoplastic Pavement Marking, Symbols or Arrows EA $260.00 Thermoplastic Pavement Marking, Letters or Numbers EA $105.00

PAGE 30 OF 44 YB1323-16-RP-0003

Section 7 (Cont.)

Traffic Signals, Signage, Striping, Lighting and Maintenance of Traffic ITEM lJNIT UNIT COST Si1mage Square Tubular Steel Sign Post with base EA $175.00 U Channel Sign Post EA $150.00 Sheet Aluminum Signage SF $26.00 IO' Breakaway Pedestal Pole EA $1,400.00 I 4' Breakaway Pedestal Pole EA $1,600.00

Street Lic:hts (with Base) 25' Aluminum Pendant Pole With Cobra Head Fixture EA $2,500.00 Washington 14' Flaked Steel Pole With Globe Luminare EA $5,000.00 Decorative Pendant EA $6,000.00 16' Fiberglass Pole With Fixture EA $2,000.00 16' Decorative Post EA $6,000.00

Maintenance of Traffic Type II Drums EA $8.00 Flashing Arrow Panel (Rental Only) DAY $350.00 CR-6 for MOT SY $30.00 Jersey Barrier for Maintenance of Traffic LF $35.00 Steel Plate 8' X I 2' X I' (Rental) DAY $1,200.00 Variable Message Sign DAY $350.00 Flagg er Hour $17.50 Temporary Sheet Aluminum Signs for MOT SF $26.00 Traffic Cones (Rental, Each) DAY $4.00 Remove Temporary Markings LF $0.25

Miscellaneous Test Pit, Hand Dug CY $60.00

Dec cm her 20 I 0

PAGE 31 OF 44 YB1323-16-RP-0003

Section 8 Miscellaneous Site Work

ITEM UNIT UNIT COST

Retaining \Valls Interlocking Concrete Block, less than 4 feet in height LF TBD Interlocking Concrete Block, greater than 4 feet in height LF TBD Reinforced Concrete. poured in place, any height CY $800.00 Reinforced Concrete Brick Faced-4' Max Height LF TBD Metal Railing LF TBD

Miscellaneous M.C. Std. Wood Barricade Posts EA $85.00 Chain Link Fencing (48" High) LF $15.00 Chain Link Fence (60" High) LF $16.00 Chain Link Fencing (72" High) LF $18.00 Chain Link Fencing (96" High) LF $24.00 Chain Link Fencing ( 120" High) LF $30.00 Topsoil CY $50.00 Concrete Jersey Barrier LF $32.00 Set Residential Property Corner EA $300.00 Unfinished Concrete CY $600.00 Mobilization (Construction Cost $1 OOK $500K) LS $10,000.00 Mobilization (Construction Cost $500K to $1 OOOK) LS $20,ooo.oo I Mobilization (Construction Cost$ I OOOK to $I 500K) LS $30,000.00 Boring and Jacking for Pipe LF TBD Flowable Fill for Pipe and Structure…