24_026 TS192 Mount Vernon Highway Multi_Use P.pdf

INVITATION TO BID

24-026

TS192 Mount Vernon Highway Multi-Use Path Intersection Improvement Project BID DUE DATE & OPENING November 29, 2023, 2:00 PM EST

VIA ZOOM

https://zoom.us/j/8146434147?pwd=enE0QWhqUVJQYlJvdlVRZjdtQmorQT09 Meeting ID: 814 643 4147

Passcode: K6qKVp +13017158592,,8146434147#,,,,*495973# US (Washington DC)

+13126266799,,8146434147#,,,,*495973# US (Chicago) Passcode: 495973

NON MANDATORY SUBMITTAL CONFERENCE November 1, 2023, 3:00 PM EST

VIA ZOOM

https://zoom.us/j/8146434147?pwd=enE0QWhqUVJQYlJvdlVRZjdtQmorQT09 Meeting ID: 814 643 4147

Passcode: K6qKVp +13017158592,,8146434147#,,,,*495973# US (Washington DC)

+13126266799,,8146434147#,,,,*495973# US (Chicago) Passcode: 495973

QUESTIONS DUE

November 13, 2023 5:00 P.M.

Bids shall only be accepted online through the Bonfire Portal at:

https://sandysprings.bonfirehub.com/projects/107633/details

Any proposal submitted in any other format (email, paper, fax, mail, etc.) will not be accepted for any reason.

GENERAL INFORMATION:

1. All communications regarding this solicitation must be with the assigned Procurement

Agent, Edward S McAdoo III, purchasing@sandyspringsga.gov.

2. All questions or requests for clarification must be sent via Bonfire under Message - Opportunity Q&A: https://sandysprings.bonfirehub.com/projects/107633/details.

Questions are due no later than November 13, 2023, 5:00 p.m. Questions received after this date and time may not be answered.

3. Questions and clarifications will be answered in the form of an addendum. Any addenda, schedule changes and other important information regarding the solicitation related to this solicitation will be posted on Bonfire website at https://sandysprings.bonfirehub.com/projects/107633/details. It is the Offeror’s responsibility to check the Bonfire portal for any addendum or other communications related to this solicitation.

https://zoom.us/j/8146434147?pwd=enE0QWhqUVJQYlJvdlVRZjdtQmorQT09 https://zoom.us/j/8146434147?pwd=enE0QWhqUVJQYlJvdlVRZjdtQmorQT09 mailto:purchasing@sandyspringsga.gov

4. The form of contract (“Model Contract”) the City intends to execute with the selected contractor is included for your review.

5. The City of Sandy Springs reserves the right to reject all bids and to waive technicalities and informalities, and to make award in the best interest of the City of Sandy Springs.

6. The City of Sandy Springs is not responsible for any technical difficulties. It is highly recommended that all potential contractors submit their quotes prior to the due date of this solicitation.

TERMS & CONDITIONS

1. All applicable Federal and State of Georgia laws and City of Sandy Springs ordinances, licenses and regulations of all agencies having jurisdiction shall apply to Offerors throughout and are incorporated herein.

2. Professionals requiring special licenses shall be licensed in the State of Georgia, and shall be responsible for those portions of the work as may be required by law.

3. No bid shall be accepted from, and no contract will be awarded to, any person, firm, or corporation that (i) is in arrears to the City with respect to any debt, (ii) is in default with respect to any obligation to the City, or (iii) is deemed irresponsible or unreliable by the City.

4. The City shall be able to request of an Offeror satisfactory evidence that it has the necessary financial resources to accomplish the requirements of the contract.

5. From the date this ITB is issued until a firm is selected, Offerors are not allowed to communicate with any staff or elected officials of the City regarding this solicitation, except at the direction of

Edward S McAdoo III, Procurement Agent in charge of this solicitation. Any unauthorized contact may disqualify the Offeror from further consideration. Contact information for the single point of contact is as follows:

Edward McAdoo III, Procurement Agent

City of Sandy Springs

1 Galambos Way

Sandy Springs, Georgia 30328

Email: purchasing@sandyspringsga.gov

6. While the City has every intention to make an award as a result of this solicitation, issuance of the

ITB in no way constitutes a commitment by the City to award and execute a contract. Upon a determination such actions would be in its best interest, the City, in its sole discretion, reserves the right to:

a. Cancel or terminate this ITB at any time. A notice of cancellation will be issued. If the

RFP is cancelled, the City will not reimburse any Offeror for preparation of its

Proposal. Proposals may be returned upon request if unopened;

b. Reject any or all Proposals received, make a contract award based directly on the

Proposals received in the best interest of the City, in its sole discretion, or enter into further discussions with one (1) or more Offerors;

mailto:purchasing@sandyspringsga.gov

c. Waive and/or amend any undesirable, inconsequential, or inconsistent provisions/specifications of this RFP which would not have significant impact on any

Proposal;

d. Make partial award or no award if it is in the best interest of the City to do so; and

e. Terminate any contract if the City determines adequate funds are not available.

DEFINITIONS

SSPWD: Sandy Springs Public Works Department

GDOT: Georgia Department of Transportation

ADA: Americans with Disabilities Act. The federal act that gives civil rights protections to the disabled similar to those provided to individuals based on race, color, sex, national origin, age and religion. It guarantees equal opportunity for individuals with disabilities in public accommodations, employment, transportation, state and local government services and telecommunications.

CONTRACT DOCUMENTS: Contract Agreement. General Conditions, Appendices, Special Provisions, Technical Specifications, Drawings and Plans, Bidding Documents, Exhibits

EA: Each

GAL: Gallon

LF: Lineal Feet

LS: Lump Sum

SY: Square Yard

TN: Ton

OWNER: City of Sandy Springs

Contractor: The Prime Contractor for the Construction

Project. DOL: U.S. Department of Labor

EXHIBIT A

TO CONTRACT AGREEMENT

SCOPE OF SERVICES

This project includes an improvement of the Mount Vernon Highway corridor from Mount Vernon Walk to Perimeter Center West. This will include widening the portions of Mount Vernon Highway to add additional turn lanes, new traffic signal infrastructure, restriping, paving, drainage improvements, and a new multi-use path. The project is to be funded through the Sandy Springs TSPLOST funding.

Please refer to construction plans titled “Mount Vernon Highway Multi-Use Path Intersection Improvements” dated August 28, 2023 for more detailed information on the scope.

The Contractor must perform at least 51% of work and must be a pre-qualified Prime Contractor listed by the Georgia Department of Transportation.

The Contractor shall provide the necessary machinery, tools, apparatus, other means of construction and all materials and labor specified in the Contract Documents or as necessary to complete the City of Sandy Springs project TS192, Mount Vernon Highway Multi-Use Path Intersection Improvements project as per the attached plans.

Unless otherwise directed, all work performed shall be in accordance with the Georgia Department of Transportation Standard Specifications, Construction of Transportation Systems (current edition). SEE ALSO “SPECIAL PROVISIONS”, AND THE CONSTRUCTION

PLANS, PROVIDED WITH “REQUEST FOR BID” DOCUMENTS.

This project will be constructed under an NPDES GAR100002 permit. The Contractor shall be responsible for obtaining the NPDES permit for the EPD and providing the Notice of Intent to the City of Sandy Springs.

Any contract quantities above the plan quantities will be placed as directed by Engineer.

Any quantities paid for under the “miscellaneous construction” pay item will be placed as directed by Engineer and the contractor will provide a quote for review by the Engineer prior to execution of work.

There is no City furnished equipment to be installed by the contractor.

1. There is no City furnished equipment to be installed by the contractor.

2. Bonds will be required for this project

BIDDING INSTRUCTIONS

Failure to submit the following bid documents may result in the bid being deemed non-responsive and the bid shall be rejected:

City Bid Form City Qualification Signature and Certification Form

Bid Schedule Bid Price Certification

E-verify Affidavit under O.C.G.A. 13-10-91(b)(1) Addenda Acknowledgment

Subcontractor List Bid Bond (5%)

Upon award of contract the following items shall also be submitted:

Certification of Sponsor Drug Free Workplace Georgia Security Immigration Compliance Act Affidavit Certificate of Insurance Notice to Contractors Compliance with Electrical Safety Provisions Affidavit verifying Status for City Public Benefit Application Corporate Certificate

Payment Bond Performance Bond

BID FORM

(Bidder to sign and return)

TO: PURCHASING MANAGER

CITY OF SANDY SPRINGS

SANDY SPRINGS, GEORGIA 30350

Ladies and Gentlemen:

In compliance with your Invitation To Bid, the undersigned, hereinafter termed the Bidder, proposes to enter into a Contract with the City of Sandy Springs, Georgia, to provide the necessary machinery, tools, apparatus, other means of construction, and all materials and labor specified in the Contract Documents or as necessary to complete the Work in the manner therein specified within the time specified, as therein set forth, for:

ITB #24-026: TS192 Mount Vernon Highway Multi-Use Path Intersection Improvement Project

The Bidder has carefully examined and fully understands the Contract, Specifications, and other documents hereto attached, has made a personal examination of the Site of the proposed Work, has satisfied himself as to the actual conditions and requirements of the Work, and hereby proposes and agrees that if his bid is accepted, he will contract with the City of Sandy Springs in full conformance with the Contract Documents.

Unless otherwise directed, all work performed shall be in accordance with the Georgia Department of Transportation Standard Specifications, Construction of Transportation Systems (current edition). All materials used in the process of completion of the work included in the Contract will be furnished from Georgia Department of Transportation certified suppliers only.

It is the intent of this Bid to include all items of construction and all Work called for in the Specifications, or otherwise a part of the Contract Documents.

In accordance with the foregoing, the undersigned proposes to furnish and construct the items listed in the attached Bid schedule for the unit prices stated.

The Bidder agrees that the cost of any work performed, materials furnished, services provided or expenses incurred, which are not specifically delineated in the Contract Documents but which are incidental to the scope, intent, and completion of the Contract, shall be deemed to have been included in the prices bid for the various items scheduled.

The Bidder further proposes and agrees hereby to promptly commence the Work with adequate forces and equipment within ten (10) calendar days from receipt of Notice to Proceed and to complete all Work within seven hundred thirty (730) calendar days from the initial Notice to Proceed.

The Bidder shall be responsible for installing and maintaining the “Best Management Practices” (BMP’s) throughout the term of the project.

If this bid shall be accepted by the City of Sandy Springs and the undersigned shall fail to execute a satisfactory contract in the form of said proposed Contract, and give satisfactory Performance and Payment Bonds, or furnish satisfactory proof of carriage of the insurance required within ten days from the date of Notice of Award of the Contract, then the City of Sandy Springs may, at its option, determine that the undersigned abandoned the Contract and there upon this bid shall be null and void, and the sum stipulated in the attached Bid Bond or certified check shall be forfeited to the City of Sandy Springs as liquidated damages.

Bidder acknowledges receipt of the following addenda:

Addendum No. Date Received

Bidder further declares that the full name and resident address of Bidder’s Principal is as follows:

Signed, sealed, and dated this day of

Bidder

Company Name

Seal

Bidder Mailing Address:

By:

Title: _

By:

Title:

QUALIFICATIONS SIGNATURE AND CERTIFICATION

(Bidder to sign and return)

I certify that this offer is made without prior understanding, agreement, or connection with any corporation, firm, or person submitting a proposal for the same materials, supplies, equipment, or services and is in all respects fair and without collusion or fraud. I understand collusive bidding is a violation of State and Federal Law and can result in fines, prison sentences, and civil damage awards. I agree to abide by all conditions of the proposal and certify that I am authorized to sign this proposal for the proposer. I further certify that the provisions of the Official Code of Georgia Annotated, Sections 45-10-20 et. seq., have not been violated and will not be violated in any respect.

Authorized Signature Date_

Print/Type Name_______________________________________________________

Email Address

Print/Type Company Name Here_

REQUESTTFOR REFERENCES

INVITATION TO BID #24-026

TS192 Mount Vernon Highway Multi-Use Path Intersection Improvement Project

All references must be from customers for whom your company has provided projects completed in the last five years of similar scope and services as the specifications of Invitation to Bid #24-026 TS192 Mount Vernon Highway Multi-Path Intersection Improvement Project

References for: _______________________________________

(Company Name)

1. Company __________________________________________________________________________________________

Street Address ________________________________________________________________________________________

City, State & Zip _______________________________________________________________________________________

Contact Person Name_______________________________ Phone______________________________________________

Email address_________________________________________________________________________________________

Describe specific job performed and date: _________________________________________________________________

2. Company__________________________________________________________________________________________

Street Address ________________________________________________________________________________________

City, State & Zip _______________________________________________________________________________________

Contact Person Name________________________________ Phone_____________________________________________

Email address_________________________________________________________________________________________

Describe specific job performed and date: __________________________________________________________________

3. Company __________________________________________________________________________________________

Street Address ________________________________________________________________________________________

City, State & Zip _______________________________________________________________________________________

Contact Person Name ______________________________ Phone ______________________________________________

Email address_________________________________________________________________________________________

Describe specific job performed and date: __________________________________________________________________

BID SCHEDULE

TS192 Mount Vernon Highway Multi-Use Path Intersection Improvements Project - Bid Schedule

Phase I - COSS Funded - Beginning of Project to Barfield

Item

Description Unit Quantity Unit Price Cost

150-

TRAFFIC CONTROL - TS192 LS 1

210-

GRADING COMPLETE - TS192 LS 1

310-

GR AGGR BASE CRS, INCL MATL TN 4146

318-

AGGR SURF CRS TN 150

402-

RECYCLED ASPH CONC PATCHING, INCL BITUM MATL & H LIME TN 100

402-

RECYCLED ASPH CONC LEVELING, INCL BITUM MATL & H LIME TN 800

402-

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM

MATL & H LIME

TN 550

402-

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM

MATL & H LIME

TN 2000

402-

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2,INCL BITUM

MATL & H LIME

TN 350

413-

TACK COAT GL 1400

432-

MILL ASPH CONC PVMT, VARIABLE DEPTH SY 4175

441-

DRIVEWAY CONCRETE, 6 IN TK SY 133

441-

DRIVEWAY CONCRETE, 8 IN TK SY 1015

441-

CONC SIDEWALK, 4 IN SY 5818

441-

CONC SIDEWALK, 8 IN SY 1250

441-

CONC VALLEY GUTTER, 6 IN SY 42

441-

CONC VALLEY GUTTER, 8 IN SY 86

441-

CONCRETE HEADER CURB, 6 IN, TP 2 LF 500

441-

CONCRETE HEADER CURB, 6 IN, TP 7 LF 1000

441-

CONC CURB & GUTTER, 8 IN X 30 IN, TP 2 LF 8810

446-

PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH LF 5900

500-

CLASS B CONC, BASE OR PVMT WIDENING CY 400

600-

FLOWABLE FILL CY 42

632-

CHANGEABLE MESSAGE SIGN, PORTABLE, TYPE 3 EA 1

634-

RIGHT OF WAY MARKERS EA 61

643-

TEMPORARY FIELD FENCE LF 260

643-

BARRIER FENCE (ORANGE), 4 FT LF 300

643-

ORNAMENTAL FENCE LF 1290

999-

CONSTRUCTION COMPLETE LS 1

441-

CONC SPILLWAY, TP 3 EA 1

441-

PLAIN CONC DITCH PAVING, 4 IN SY 447

550-

STORM DRAIN PIPE, 18 IN, CLASS III LF 3523

550-

STORM DRAIN PIPE, 24 IN, CLASS III LF 277

550-

STORM DRAIN PIPE, 30 IN, CLASS III LF 127

550-

ELLIPTICAL PIPE - 23X14, CLASS III LF 58

550-

FLARED END SECTION 18 IN, STORM DRAIN EA 3

603-

SAND-CEMENT BAG RIP RAP, 6 IN SY 3

611-

ADJUST CATCH BASIN TO GRADE EA 1

668-

CATCH BASIN, GP 1 EA 24

668-

CATCH BASIN, GP 1, SPECIAL DESIGN EA 21

668-

CATCH BASIN, GP 1, ADDL DEPTH LF 6

668-

CATCH BASIN, GP 1, SPECIAL DESIGN, ADDL DEPTH LF 19

668-

DROP INLET, GP 1 EA 15

668-

DROP INLET, GP 1, ADDL DEPTH LF 7

668-

STORM SEWER MANHOLE, TP 1 EA 10

668-

STORM SEWER MANHOLE, TP 1, ADDL DEPTH, CL 1 LF 19

163-

TEMPORARY GRASSING AC 3

163-

MULCH TN 84

163-

CONSTRUCT AND REMOVE CONSTRUCTION EXITS EA 4

163-

CONSTRUCTION EXIT TIRE WASH ASSEMBLY EA 4

163-

CONSTRUCT AND REMOVE SILT CONTROL GATE, TP 3 EA 3

163-

CONSTRUCT AND REMOVE ROCK FILTER DAMS EA 3

163-

CONSTRUCT AND REMOVE RIP RAP CHECK DAMS, STONE PLAIN RIP

RAP/SAND BAGS

EA 12

165-

MAINTENANCE OF TEMPORARY SILT FENCE, TP A LF 1765

165-

MAINTENANCE OF TEMPORARY SILT FENCE, TP C LF 700

165-

MAINTENANCE OF CHECK DAMS - ALL TYPES LF 150

165-

MAINTENANCE OF SILT CONTROL GATE, TP 3 EA 2

165-

MAINTENANCE OF ROCK FILTER DAM EA 3

165-

MAINTENANCE OF CONSTRUCTION EXIT EA 2

167-

WATER QUALITY MONITORING AND SAMPLING EA 6

167-

WATER QUALITY INSPECTIONS MO 12

171-

TEMPORARY SILT FENCE, TYPE A LF 3530

171-

TEMPORARY SILT FENCE, TYPE C LF 1400

603-

STN DUMPED RIP RAP, TP 3, 18 IN SY 18

603-

PLASTIC FILTER FABRIC SY 18

700-

PERMANENT GRASSING AC 4.95

700-

AGRICULTURAL LIME TN 19.37

700-

FERTILIZER MIXED GRADE TN 5.6

700-

FERTILIZER NITROGEN CONTENT LB 289.52

716-

EROSION CONTROL MATS, SLOPES SY 800

163-

CONSTRUCT AND REMOVE INLET SEDIMENT TRAP EA 69

165-

MAINTENANCE OF INLET SEDIMENT TRAP EA 69

700-

SOD SY 2500

611-

RESET HIGHWAY SIGN EA 3

636-

HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 9 SF 231

636-

HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 11 SF 111

636-

GALV STEEL POSTS, TP 7 LF 912

653-

THERMOPLASTIC TRAF STRIPING, WHITE SY 302

653-

THERMOPLASTIC TRAF STRIPING, YELLOW SY 1876

653-

THERMOPLASTIC PVMT MARKING, ARROW, TP 2 EA 42

653-

THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, WHITE LF 9945

653-

THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, YELLOW LF 5159

653-

THERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITE LF 282

653-

THERMOPLASTIC SOLID TRAF STRIPE, 8 IN, WHITE LF 3995

653-

THERMOPLASTIC SKIP TRAF STRIPE, 5 IN, WHITE GLM 0.37

653-

THERMOPLASTIC SKIP TRAF STRIPE, 5 IN, YELLOW GLM 0.38

654-

RAISED PVMT MARKERS TP 1 EA 267

654-

RAISED PVMT MARKERS TP 3 EA 126

647-

TRAFFIC SIGNAL INSTALLATION NO -1 MT VERNON PRES LS 1

647-

TRAFFIC SIGNAL INSTALLATION NO -2 GLENRIDGE LS 1

647-

SIGNAL ASSEMBLY, FLASHING SCHOOL, COMPLETE EA 1

702-

ASSORTED SHRUBS - 3 GALLON EA 1377

702-

ASSORTED SHRUBS - 1 GALLON EA 596

500‐

CLASS B CONCRETE (FOR THRUST RESTRAINTS) CY 26

610‐

REMOVE WATER MAIN, 12 IN EA 200

610‐

REMOVE WATER MAIN, 16 IN EA 280

610-

REMOVE MANHOLE EA 1

611‐

ADJUST HYDRANT TO GRADE EA 7

611‐

ADJUST MANHOLE TO GRADE (WATER) EA 3

611‐

ADJUST WATER VALVE BOX TO GRADE EA 35

611‐

ADJUST WATER VALVE VAULT TO GRADE, STA ‐ EA 4

670‐

WATER MAIN ACCESS MANHOLE, TP 2 EA 1

670‐

WATER MAIN, 6 IN, RESTRAINED JOINT LF 130

670‐

WATER MAIN, 12 IN, RESTRAINED JOINT LF 310

670‐

WATER MAIN, 16 IN, RESTRAINED JOINT LF 350

670‐

GATE VALVE, 12 IN EA 7

670‐

GATE VALVE, 16 IN EA 6

670‐

ABANDONMENT OF WATER VALVES EA 2

670‐

25XX

INSERTION VALVE ‐ 16 IN (LINE STOPS) EA 2

500-

CLASS B CONCRETE, RETAINING WALL CY 53

500-

RETAINING WALL INSTALLATION NO -3 LS 1

500-

CLASS A CONCRETE, RETAINING WALL CY 147

511-

BAR REINF STEEL LB 8966

520-

PILING IN PLACE, STEEL H, HP 14 X 89 LF 713

520-

PILOT HOLES LF 475

607-

STONE FACING SF 1967

500-

GRAVITY WALL CY 2

500-

RETAINING WALL INSTALLATION NO -5 LS 1

500-

CLASS A CONCRETE, RETAINING WALL CY 76

511-

BAR REINF STEEL LB 12521

607-

STONE FACING SF 531

500-

RETAINING WALL INSTALLATION NO -6 LS 1

500-

GRAVITY WALL CY 155

607-

STONE FACING SF 1376

500-

RETAINING WALL INSTALLATION NO -7 LS 1

500-

GRAVITY WALL CY 36

621-

CONCRETE SIDE BARRIER, TP 6-SA LF 73

621-

CONCRETE SIDE BARRIER, TP 6-SB LF 75

607-

STONE FACING SF 1158

000-

MISC. CONSTRUCTION (AS DIRECTED BY ENGINEER) LS 1 $

140,000.00

140,000.00

SUBTOTAL:

Phase II - PCID Funded - Barfield and East of Crestline Parkway

150-

TRAFFIC CONTROL - TS192 LS 1

210-

GRADING COMPLETE - TS192 LS 1

310-

GR AGGR BASE CRS, INCL MATL TN 1051

318-

AGGR SURF CRS TN 30

402-

RECYCLED ASPH CONC PATCHING, INCL BITUM MATL & H LIME TN 53

402-

RECYCLED ASPH CONC LEVELING, INCL BITUM MATL & H LIME TN 54

402-

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM

MATL & H LIME

TN 230

402-

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM

MATL & H LIME

TN 1157

402-

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2,INCL BITUM

MATL & H LIME

TN 130

413-

TACK COAT GL 754

432-

MILL ASPH CONC PVMT, VARIABLE DEPTH SY 12682

441-

DRIVEWAY CONCRETE, 8 IN TK SY 30

441-

CONC SIDEWALK, 4 IN SY 1530

441-

CONC SIDEWALK, 8 IN SY 364

441-

CONCRETE MEDIAN, 7 1/2 IN SY 83

441-

CONC VALLEY GUTTER, 8 IN SY 22

441-

CONCRETE HEADER CURB, 6 IN, TP 7 LF 245

441-

CONC CURB & GUTTER, 8 IN X 30 IN, TP 2 LF 988

441-

CONC CURB & GUTTER, 8 IN X 30 IN, TP 7 LF 200

446-

PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH LF 800

500-

CLASS B CONC, BASE OR PVMT WIDENING CY 14

600-

FLOWABLE FILL CY 15

632-

CHANGEABLE MESSAGE SIGN, PORTABLE, TYPE 3 EA 1

634-

RIGHT OF WAY MARKERS EA 35

643-

TEMPORARY FIELD FENCE LF 50

643-

BARRIER FENCE (ORANGE), 4 FT LF 100

999-

CONSTRUCTION COMPLETE LS 1

611-

ADJUST MANHOLE TO GRADE EA 1

668-

CATCH BASIN, GP 1 EA 1

668-

CATCH BASIN, GP 1, SPECIAL DESIGN EA 1

163-

TEMPORARY GRASSING AC 2.03

163-

MULCH TN 6.42

163-

CONSTRUCT AND REMOVE CONSTRUCTION EXITS EA 1

163-

CONSTRUCTION EXIT TIRE WASH ASSEMBLY EA 1

165-

MAINTENANCE OF TEMPORARY SILT FENCE, TP A LF 413

165-

MAINTENANCE OF CONSTRUCTION EXIT EA 1

167-

WATER QUALITY MONITORING AND SAMPLING EA 2

167-

WATER QUALITY INSPECTIONS MO 12

171-

TEMPORARY SILT FENCE, TYPE A LF 825

700-

PERMANENT GRASSING AC 0.108

700-

AGRICULTURAL LIME TN 0.899

700-

FERTILIZER MIXED GRADE TN 0.697

700-

FERTILIZER NITROGEN CONTENT LB 14.969

716-

EROSION CONTROL MATS, SLOPES SY 89

163-

CONSTRUCT AND REMOVE INLET SEDIMENT TRAP EA 3

165-

MAINTENANCE OF INLET SEDIMENT TRAP EA 3

700-

SOD SY 396

636-

HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 9 SF 103

636-

HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 11 SF 21

636-

GALV STEEL POSTS, TP 7 LF 353

639-

STEEL WIRE STRAND CABLE, 3/8 IN LF 170

636-

GROUND-MOUNTED BREAKAWAY SIGN SUPPORT EA 2

639-

STRAIN POLE, TP II EA 2

653-

THERMOPLASTIC TRAF STRIPING, WHITE SY 186

653-

THERMOPLASTIC TRAF STRIPING, YELLOW SY 81

653-

THERMOPLASTIC PVMT MARKING, ARROW, TP 1 EA 4

653-

THERMOPLASTIC PVMT MARKING, ARROW, TP 2 EA 49

653-

THERMOPLASTIC PVMT MARKING, ARROW, TP 3 EA 1

653-

THERMOPLASTIC PVMT MARKING, WORD, TP 1 EA 15

653-

THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, WHITE LF 5887

653-

THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, YELLOW LF 1824

653-

THERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITE LF 524

999-

METHYL METHACRYLATE RED CROSSWALKS SF 4148

653-

THERMOPLASTIC SKIP TRAF STRIPE, 5 IN, WHITE GLM 0.63

654-

RAISED PVMT MARKERS TP 1 EA 55

654-

RAISED PVMT MARKERS TP 3 EA 272

647-

TRAFFIC SIGNAL INSTALLATION NO -3 BARFIELD LS 1

647-

TRAFFIC SIGNAL INSTALLATION NO -5 PDUNWOODY LS 1

647-

TRAFFIC SIGNAL INSTALLATION NO -6 ABERNATHY LS 1

702-

BETULA NIGRA 'BMNTF' / DURAHEAT RIVER BIRCH (MULTI) - 3 INCH

CAL

EA 3

702-

CARPINUS CAROLINIANA 'JFS-KW6' / NATIVE FLAME AMERICAN

HORNBEAM - 3 INCH CAL

EA 3

702-

CORNUS FLORIDA - RUBRA/PINK FLOWERING DOGWOOD - 3 INCH

CAL

EA 3

702-

MAGNOLIA GRANDIFLORA 'LITTLE GEM' / DWARF SOUTHERN

MAGNOLIA - 3 INCH CAL

EA 1

702-

QUERCUS STELLATA / POST OAK - 3 INCH CAL EA 1

702-

QUERCUS SHUMARDII / SHUMARD OAK - 3 INCH CAL EA 3

702-

THUJA 'YELLOW RIBBON' / YELLOW RIBBON ARBORVITAE - 3 INCH CAL EA 8

702-

QUERCUS PHELLOS - HIGHTOWER/HIGHTOWER WILLOW OAK EA 4

702-

ASSORTED SHRUBS - 3 GALLON EA 230

702-

ASSORTED SHRUBS - 1 GALLON EA 148

500‐

CLASS B CONCRETE (FOR THRUST RESTRAINTS) CY 1.6

611‐

ADJUST HYDRANT TO GRADE EA 5

611‐

ADJUST MANHOLE TO GRADE (WATER) EA 1

611‐

ADJUST WATER VALVE BOX TO GRADE EA 10

670‐

WATER MAIN ACCESS MANHOLE, TP 2 EA 18

670‐

WATER MAIN, 6 IN, RESTRAINED JOINT LF 100

670‐

GATE VALVE, 6 IN EA 3

670‐

ABANDONMENT OF WATER VALVES EA 1

500-

RETAINING WALL INSTALLATION NO -8 LS 1

500-

CLASS A CONCRETE, RETAINING WALL CY 56

511-

BAR REINF STEEL LB 7253

607-

STONE FACING SF 361

500-

RETAINING WALL INSTALLATION NO -9 LS 1

500-

CLASS A CONCRETE, RETAINING WALL CY 44

511-

BAR REINF STEEL LB 6678

607-

STONE FACING SF 265

Phase III - PCID Funded - Crestline Parkway Only

150-

TRAFFIC CONTROL - TS192 LS 1

210-

GRADING COMPLETE - TS192 LS 1

310-

GR AGGR BASE CRS, INCL MATL TN 334

402-

RECYCLED ASPH CONC LEVELING, INCL BITUM MATL & H LIME TN 2

402-

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM

MATL & H LIME

TN 84

402-

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM

MATL & H LIME

TN 223

402-

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2,INCL BITUM

MATL & H LIME

TN 42

413-

TACK COAT GL 168

432-

MILL ASPH CONC PVMT, VARIABLE DEPTH SY 2314

441-

CONC CURB & GUTTER, 8 IN X 30 IN, TP 2 LF 322

446-

PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH LF 304

500-

CLASS B CONC, BASE OR PVMT WIDENING CY 2

600-

FLOWABLE FILL CY 5

632-

CHANGEABLE MESSAGE SIGN, PORTABLE, TYPE 3 EA 1

999-

CONSTRUCTION COMPLETE LS 1

668-

CATCH BASIN, GP 1 EA 1

163-

CONSTRUCT AND REMOVE CONSTRUCTION EXITS EA 1

163-

CONSTRUCTION EXIT TIRE WASH ASSEMBLY EA 1

165-

MAINTENANCE OF TEMPORARY SILT FENCE, TP A LF 27

165-

MAINTENANCE OF CONSTRUCTION EXIT EA 1

167-

WATER QUALITY MONITORING AND SAMPLING EA 1

167-

WATER QUALITY INSPECTIONS MO 3

171-

TEMPORARY SILT FENCE, TYPE A LF 54

163-

CONSTRUCT AND REMOVE INLET SEDIMENT TRAP EA 2

165-

MAINTENANCE OF INLET SEDIMENT TRAP EA 2

700-

SOD SY 185

636-

GALV STEEL POSTS, TP7 LF 12

636-

HIGHWAY SIGNS, TP1 MATL, REFL SHEETING, TP9 SF 3

653-

THERMOPLASTIC PVMT MARKING, ARROW, TP 2 EA 6

653-

THERMOPLASTIC PVMT MARKING, WORD, TP 1 EA 2

653-

THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, WHITE LF 835

653-

THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, YELLOW LF 286

653-

THERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITE LF 35

653-

THERMOPLASTIC SKIP TRAF STRIPE, 5 IN, WHITE GLM 0.013

654-

RAISED PVMT MARKERS TP 3 EA 22

647-

TRAFFIC SIGNAL INSTALLATION NO -4 LS 1

GRAND TOTAL (ALL 3 PHASES):

BID PRICE CERTIFICATION

In compliance with the attached Specification, the undersigned offers and agrees that if this Bid is accepted, by the City Council within one hundred and twenty (120) days of the date of Bid opening, that he will furnish any or all of the Items upon which Prices are quoted, at the Price set opposite each Item, delivered to the designated point(s) within the time specified in the Bid Schedule.

TOTAL BID PRICE: ______________________________________________________________

TOTAL BID PRICE IN WORDS: _____________________________________________________

COMPANY: ___________________________________________________________________

ADDRESS: ____________________________________________________________________

AUTHORIZED SIGNATURE: _______________________________________________________

EMAIL ADDRESS: _______________________________________________________________

PRINT / TYPE NAME: ____________________________________________________________

BID BOND

(BID BOND TO BE RETURNED WITH BID)

KNOW ALL MEN BY THESE PRESENTS, THAT _________________ __________________

(Name of Contractor)_________________ (Address of Contractor) at __________________________________

(Corporation, Partnership and or Individual) hereinafter called Principal, and ________________ (Name of Surety) (Address of Surety

A corporation of the State of _________________, and a surety authorized by law to do business in the State of Georgia, hereinafter called Surety, are held and firmly bound unto

The City of Sandy Springs Georgia

1 Galambos Way, Sandy Springs, Georgia 30328 herein after referred to as Obligee, in the penal sum of____________________________________ Dollars ($ _______________) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents.

WHEREAS, the Principal is about to submit, or has submitted, to the City of Sandy Springs, Georgia, a proposal for furnishing materials, labor and equipment for:

24-026 TS192 Mount Vernon Highway Multi-Use Path Intersection Improvement Project

WHEREAS, the Principal desires to file this Bond in accordance with law in lieu of a certified Bidder’s check otherwise required to accompany this Proposal.

NOW, THEREFORE, the conditions of this obligation are such that if the bid is accepted, the Principal shall within ten days after receipt of notification of the acceptance execute a Contract in accordance with the Bid and upon the terms, conditions, and prices set forth in the form and manner required by the City of Sandy Springs, Georgia, and execute a sufficient and satisfactory Performance Bond and Payment Bond payable to the City of Sandy Springs, Georgia, each in an amount of 100% of the total Contract Price, in form and with security satisfactory to said the City of Sandy Springs, Georgia, and otherwise, to be and remain in full force and virtue in law; and the Surety shall, upon failure of the Principal to comply with any or all of the foregoing requirements within the time specified above, immediately pay to the City of Sandy Springs, Georgia, upon demand, the amount hereof in good and lawful money of the United States of America, not as a penalty, but as liquidated damages.

PROVIDED, FURTHER, that Principal and Surety agree and represent that this bond is executed pursuant, to and in accordance with the applicable provisions of the Official Code of Georgia Annotated, as Amended, including, but not limited to, O.C.G.A. § 36-91-1, et. seq., and is intended to be and shall be constructed as a bond in compliance with the requirements thereof.

Signed, sealed, and dated this __________ day of ________________________________A.D., 2023

ATTEST:

(Principal Secretary) (Principal)

(SEAL) BY: ___________________________

(Witness to Principal) (Address)

(Address)

(Surety)

ATTEST

BY: _______________________________

(Attorney-in-Fact) and Resident Agent

(Attorney-in-Fact)

(Seal)

(Address)

(Witness as to Surety)

(Address)

CONTRACT AGREEMENT

For

Model TS192 Mount Vernon Highway Multi-Use Path Intersection Improvement Project

Between

CITY OF SANDY SPRINGS, GEORGIA

(“City”)

And

(“Contractor”)

ITB: 24-026

TABLE OF CONTENTS

ARTICLE I

THE CONTRACT AND THE CONTRACT DOCUMENTS

1.1 The Contract

1.2 The Contract Documents

1.3 Entire Agreement

1.4 Subletting, Assignment, or Transfer

1.5 No Privity with Others

1.6 Intent and Interpretation

1.7 Ownership of Contract Documents

1.8 Hierarchy of Contract Documents

ARTICLE II

THE WORK

2.1 Contractor Responsibility

2.2 “Work” Defined

2.3 Review of Work

2.4 Workday and Restrictions, Suspension and Interruption

2.5 Work to be Performed by the Prime Contract

ARTICLE III

CONTRACT TIME

3.1 Time and Liquidated Damages

3.2 Substantial Completion

3.3 Time is of the Essence

ARTICLE IV

CONTRACT PRICE

4.1 The Contract Price

ARTICLE V

PAYMENT OF THE CONTRACT PRICES

5.1 Bid Schedule

5.2 Payment Procedure

5.3 Withheld Payment

5.4 Punch List

5.5 Completion and Final Payment

ARTICLE VI

THE CITY

6.1 City Responsibility

6.2 Right to Stop Work

6.3 City’s Right to Carry Out Work

ARTICLE VII

THE CONTRACTOR

7.1 Duties with Respect to Documents

7.2 Manner of Performance

7.3 Supervision

7.4 Compliance

7.5 Warranty

7.6 Permits, Inspections, Fees and Licenses

7.7 Supervision

7.8 Schedules

7.9 Contract to be Maintained at Project Site

7.10 Shop Drawings, Product Data and Samples

7.11 Cleaning the Project Site and the Project

7.12 Access to Work

7.13 Indemnity

7.14 Means, Methods, Techniques, Sequences, Procedures and Safety

7.15 Separate Contracts

7.16 Maintenance of Contract Cost Records

ARTICLE VIII

CONTRACT ADMINISTRATION

8.1 Claims by the Contractor

ARTICLE IX

SUBCONTRACTORS

9.1 Definition

9.2 Award of Subcontracts

ARTICLE X

CHANGES IN THE WORK

10.1 Changes Permitted

10.2 Change Order Defined

10.3 Changes in the Contract Price

10.4 Effect of Executed Change Order

10.5 Notice to Surety; Consent

ARTICLE XI

UNCOVERING AND CORRECTING WORK

11.1 Uncovering Work

11.2 Correcting Work

11.3 City May Accept Defective or Nonconforming Work

ARTICLE XII

CONTRACT TERMINATION

12.1 Termination by the Contractor

12.2 Termination by the City

ARTICLE XIII

INSURANCE

13.1 Insurance Requirements

ARTICLE XIV

DISPUTES

14.1 Mediation

ARTICLE XV

INDEPENDENT CONTRACTOR

15.1 Relationship between Contractor and City

ARTICLE XVI

COVENANT AGAINST CONTINGENT FEES

16.1 Warranty by Contractor

ARTICLE XVII

MISCELLANEOUS

17.1 Governing Law

17.2 Successors and Assigns

17.3 Notices

EXHIBITS

EXHIBIT A SCOPE OF SERVICES

EXHIBIT B BID SCHEDULE

EXHIBIT C BID PRICE CERTIFICATION

EXHIBIT D NOTICE TO CONTRACTORS - COMPLIANCE WITH

TITLE VI OF THE CIVIL RIGHTS ACT

EXHIBIT E CERTIFICATION OF SPONSOR DRUG-FREE WORKPLACE

EXHIBIT F CERTIFICATION OF CONTRACTOR GEORGIA SECURITY

AND IMMIGRATION COMPLIANCE ACT

EXHIBIT G INSURANCE REQUIREMENTS

EXHIBIT H SPECIAL PROVISIONS

EXHIBIT I NOTICE TO CONTRACTORS COMPLAINCE WITH ELECTRICAL SAFETY PROVISIONS

EXHIBIT J AFFIDAVIT VERIFYING STATUS FOR CITY PUBLIC BENEFIT APPLICATION

EXHIBIT K CONTRACTOR AND SUNCONTRACTOR AFFIDAVIT UNDER O.C.G.A. § 13-10-91(b) (1)

EXHIBIT L CORPORATE CERTIFICATE

EXHIBIT M ADDENDUMS

EXHIBIT N BONDS

EXHIBIT O LIST OF SUBCONTRACTORS

CONTRACT AGREEMENT

This Agreement is made by and between the City of Sandy Springs, a political subdivision of the State of Georgia (hereinafter referred to as the City) and ______________________(hereinafter referred to as the Contractor) under seal for construction of (hereinafter referred to as the Project); TS192 Mount Vernon Highway Multi-Use Path Intersection Improvement Project

WHEREAS, the Contractor desires to enter into this Agreement for construction of the Project and has represented to the City that it is qualified and experienced to provide such services necessary for construction of the Project (the City requires that the Contractor comply with all federal, state and local legal requirements imposed on the Project as the result of federal funding and the City has relied on such representation);

NOW, THEREFORE, in consideration of the mutual promises and covenants contained herein, it is agreed by and between the Contractor and the City as follows:

ARTICLE I

THE CONTRACT AND THE CONTRACT DOCUMENTS

1.1 The Contract

1.1.1 The Contract between the City and the Contractor, of which this Agreement is a part, consists of the Contract Documents. It shall be effective on the date this Agreement is executed by the last party to execute it.

1.2 The Contract Documents

1.2.1 The Contract Documents consist of this Agreement, General Conditions, Special Provisions, the Technical Specifications, the Drawings and Plans, Bidding Documents, all Change Orders and Field Orders issued hereafter, the base bid made by the Contractor in response to the City’s Invitation to Bid No. 24-026 (the “Bid”), and any other amendments hereto executed by the parties hereafter, together with the following (if any):

Documents not enumerated in this Paragraph 1.2 are not Contract Documents and do not form a part of this Contract.

1.3 Entire Agreement

1.3.1 The Contract Documents constitute the entire and exclusive agreement between the City and the Contractor with reference to the Project.

1.4 Subletting, Assignment, or Transfer

1.4.1 It is understood by the parties to this Agreement that the Work of the Contractor is considered personal by the City. The Contractor agrees not to assign, sublet, or transfer any or all of its interest in this Agreement without prior written approval of the City.

1.4.2 The City reserves the right to review all subcontracts prepared in connection with the Agreement, and the Contractor agrees that it shall submit to the City proposed subcontract documents together with Subcontractor cost estimates for the City’s review and written concurrence in advance of their execution.

1.4.3 All subcontracts in the amount of $10,000.00 or more shall include the provisions set forth in this Agreement.

1.5 No Privity with Others

1.5.1 Nothing contained in this Contract shall create, or be interpreted to create, privity or any other contractual agreement between the City and any person or entity other than the Contractor.

1.6 Intent and Interpretation

1.6.1 The intent of this Contract is to require complete, correct and timely execution of the Work. Any Work that may be required, implied or inferred by the Contract Documents, or any one or more of them, as necessary to produce the intended result shall be provided by the Contractor for the Contract Price, as hereinafter defined.

1.6.2 This Contract is intended to be an integral whole and shall be interpreted as internally consistent.

What is required by any one Contract Document shall be considered as required by the Contract.

1.6.3 When a word, term or phrase is used in this Contract, it shall be interpreted or construed, first, as defined herein; second, if not defined, according to its generally accepted meaning in the construction industry; and third, if there is no generally accepted meaning in the construction industry, according to its common and customary usage.

1.6.4 The words include, includes, or including, as used in this Contract, shall be deemed to be followed by the phrase, without limitation.

1.6.5 The specification herein of any act, failure, refusal, omission, event, occurrence or condition as constituting a material breach of this Contract shall not imply that any other, non-specified act, failure, refusal, omission, event, occurrence or condition shall be deemed not to constitute a material breach of this Contract.

1.6.6 Words or terms used as nouns in this Contract shall be inclusive of their singular and plural forms, unless the context of their usage clearly requires a contrary meaning.

1.6.7 The Contractor shall have a continuing duty to read, carefully study and compare each of the Contract Documents, the shop drawings and the product data and shall give written notice to the City of any inconsistency, ambiguity, error or omission which the Contractor may discover with respect to these documents before proceeding with the affected Work. The issuance or the express or implied approval by the City of the Contract Documents, shop drawings or product data shall not relieve the Contractor of the continuing duties imposed hereby, nor shall any such approval be evidence of the Contractor’s compliance with this Contract. HOWEVER, THE CITY MAKES NO REPRESENTATION OR WARRANTY OF ANY NATURE WHATSOEVER TO THE CONTRACTOR CONCERNING THE DOCUMENTS FOR THE PROJECT, INCLUDING THE DRAWINGS AND SPECIFICATIONS FOR THE PROJECT. By the execution hereof, the Contractor acknowledges and represents that it has received, reviewed and carefully examined such documents, has found them to be complete, accurate, adequate, consistent, coordinated and sufficient for construction, and that the Contractor has not, does not, and will not rely upon any representation or warranties by the City concerning such documents as no such representation or warranties have been or are hereby made.

1.6.8 Neither the organization of any of the Contract Documents into divisions, sections, paragraphs, articles, (or other categories), nor the organization or arrangement of the design, shall control the Contractor in dividing the Work or in establishing the extent or scope of the Work to be performed by Subcontractors.

1.7 Ownership of Contract Documents

1.7.1 The Contractor may be provided, have access to or become aware of the City’s Confidential Information including the City’s strategic plans, employee data, customer data and other technical and business information of the City (collectively referred to as the “Confidential Information”). The term Confidential Information includes the deliverables as well as all information generated by the Contractor that contains, references or is derived from the Confidential Information and the Services including, without limitation, the Contractor’s summaries, analysis, extracts, working papers and notes relating to the Services and the Deliverables (referred to as the (“Working Papers”). The Contractor agrees not to disclose the Confidential Information to third parties without the prior written approval of the City and not to make use of the Confidential Information other than as needed to perform the Services. The Contractor further agrees that it will only disclose the Confidential Information to its personnel on a need-to-know basis solely for the performance of the Services and will protect the Confidential Information with the same degree of care that the Contractor uses to protect its own confidential information, but no less than reasonable care or as the various laws may require or impose.

All Confidential Information as well as other documents, data and information provided to the Contractor by the City is and will remain the property of the City to the extent that it was the property of the City at the time it was provided to the Contractor.

All Confidential Information shall be returned to the City by the Contractor within five (5) business days of the completion of the Services under this Contract. The Contractor will keep no copies of the Confidential Information except that the Contractor may retain one copy of the Working Papers as required by law, regulation, professional standards or reasonable business practice. If requested by the City, an officer of the Contractor will certify in writing that, to the best of his/her knowledge, information and belief, all Confidential Information and all copies thereof (except for one copy of the Working Papers) have been delivered to the City or destroyed.

The Contract Documents, and each of them, shall remain the property of the City. The Contractor shall have the right to keep one record set of the Contract Documents upon completion of the Project; provided, however, that in no event shall Contractor use, or permit to be used, any or all of such Contract Documents on other projects without the City’s prior written authorization.

1.8 Hierarchy of Contract Documents

1.8.1 In the event of any conflict, discrepancy, or inconsistency among any of the Contract Documents, the following hierarchy shall control: (a) as between figures given on drawings and the scaled measurements, the figures shall govern; (b) as between large scale drawings and small scale drawings, the large scale shall govern; (c) as between drawings and specifications, the requirements of the specifications shall govern; (d) as between the Contract Agreement and General and the specifications, the requirements of the Contract Agreement shall govern. As set forth hereinabove, any and all conflicts, discrepancies, or inconsistencies shall be immediately reported to the City in writing by the Contractor.

ARTICLE II

THE WORK

2.1 Contractor Responsibility

2.1.1 The Contractor shall perform all of the Work required, implied or reasonably inferable from, this Contract.

2.2 “Work” Defined

2.2.1 The term Work shall mean whatever is done by or required of the Contractor to perform and complete its duties under this Contract, including the following: construction of the whole or a designated part of the Project; furnishing of any required surety bonds and insurance; and the provision or furnishing of labor, supervision, services, materials, supplies, equipment, fixtures, appliances, facilities, tools, transportation, storage, power, permits and licenses required of the Contractor, fuel, heat, light, cooling and all other utilities as required by this Contract. The Work to be performed by the Contractor is generally described in Exhibit A, SCOPE OF SERVICES, attached hereto and incorporated herein.

2.3 Review of Work

2.3.1 Authorized representatives of the City and affected state or federal agencies may at all reasonable times review and inspect the activities and data collected under the terms of the Contract and any amendments thereto, including but not limited to, all reports, drawings, studies, specifications, estimates, maps, and computations, prepared by or for the City.

2.4 Workday and Restrictions, Suspension and Interruption

2.4.1 Normal workday for the Work shall be from 8:00 A.M. to 5:00 P.M. and the normal work week shall be Monday through Friday. The City will consider extended workdays or work weeks upon written request on a case-by-case basis. The City may restrict work hours in certain locations or at certain times of the day.

No work will be allowed on national holidays (i.e., Memorial Day, July 4th, Labor Day, etc.). The City may order the Contractor in writing to suspend, delay or interrupt all or any part of the Work for such period of time as it may determine appropriate for the convenience of the City. The time for completion of the Work shall be extended by the number of days the Work is suspended. The City shall not be responsible for any claims, damages or costs stemming from any delay of the Project.

2.5 Work to be Performed by the Prime Contract

2.5.1 Tasks constituting of at least fifty-one percent (51%) of the value of this contract must be performed directly by the prime contractor and shall not be sub-contracted to other firms.

2.5.2 The Contractor shall identify which tasks shall be self-performed.

ARTICLE III

CONTRACT TIME

3.1 Time and Liquidated Damages

3.1.1 The Contractor shall not proceed to furnish such services and the City shall not become obligated to pay for same until a written authorization to proceed (“Notice to Proceed”) has been sent to the Contractor from the City. The Contractor shall commence the Work no later than ten (10) days after the effective date of the Notice to Proceed and shall achieve Substantial Completion of the Work, as hereinafter defined, no later than seven hundred thirty (730) Calendar Days, in accordance with the Contract Documents. The seven hundred thirty (730) calendar days from the date on which the Work is permitted to proceed, through the date set forth for Substantial Completion, shall constitute the Contract Time. The Work shall be carried on expeditiously, it being understood, however, that this Agreement may be extended or continued in force by the parties hereto in writing as provided herein.

3.1.2 The Contractor shall pay the City the sum of $500.00 per day for each and every calendar day of unexcused delay in achieving Substantial Completion beyond the date set forth herein for Substantial Completion of the Work. Any sums due and payable hereunder by the Contractor shall be payable, not as a penalty, but as liquidated damages representing an estimate of delay damages likely to be sustained by the City, estimated at or before the time of executing this Contract. When the City reasonably believes that Substantial Completion will be inexcusably delayed, the City shall be entitled, but not required, to withhold from any amounts otherwise due the Contractor an amount then believed by the City to be adequate to recover liquidated damages applicable to such delays. If and when the Contractor overcomes the delay in achieving Substantial Completion, or any part thereof, for which the City has withheld payment, the City shall promptly release to the Contractor those funds withheld, but no longer applicable, as liquidated damages.

3.2 Substantial Completion

3.2.1 Substantial Completion shall mean the stage of the work when Sandy Springs has determined all pay items are sufficiently complete allowing the newly constructed facilities to be used for their intended purpose. Partial use or occupancy of the Project shall not result in the Project being deemed substantially complete, and such partial use or occupancy shall not be evidence of Substantial Completion.

3.3 Time is of the Essence

3.3.1 All limitations of time set forth in the Contract Documents are of the essence of this Contract.

ARTICLE IV

CONTRACT PRICE

4.1 The Contract Price

4.1.1 The total contract amount for the Project (the “Contract Price”) shall be as set forth in the bid schedule (“Bid Schedule”) attached hereto as EXHIBIT B, BID SCHEDULE and incorporated herein. Payment to the Contractor pursuant to the Bid Schedule is full payment for the complete scope of services. The total contract amount shall be certified by the Bid Price Certification (“Bid Price Certification”) attached hereto as EXHIBIT C, BID PRICE CERTIFICATION and incorporated herein. Payment to the Contractor pursuant to the Bid Schedule is full payment for the complete scope of services. The Contract Price shall not be modified except by Change Order as provided in this Contract.

ARTICLE V

PAYMENT OF THE CONTRACT PRICE

5.1 Bid Schedule

5.1.1 The Contractor shall invoice and be paid pursuant to the Bid Schedule contained in the Contract Documents.

5.2 Payment Procedure

5.2.1 The City shall pay the Contract Price to the Contractor as provided below.

5.2.2 Based upon the Contractor’s invoices for payment submitted to the City, the City shall make progress payments to the Contractor on account of the Contract Price.

5.2.3 On or before the 5th day of each month after commencement of the Work, the Contractor shall submit an invoice for Work satisfactorily completed as evaluated by an inspector representing the City pursuant to the Bid Schedule. The invoice shall be in such form and manner, and with such supporting data and content, as the City may require.