Proposal_Contract_Required_Forms_to_Complete.pdf

PROPOSAL CONTRACT

FOR THE CONSTRUCTION OF

Contract No. 260089

PIN: 116200.02

County: Rutherford Federal Project No.: STP-M-9311(26)

State Project No.: 75LPLM-F3-120 Local Agency Reference No.: N/A

Description Of Project: Cherry Lane Extension, from east of I-840 to west of I-84 (New Interchange)

Project Length: 0.436 Completion Time: On or Before August 31,2029

DBE Goal: 0.00

By:

City, St.:

Surety:

TDOT Version: 7/6/2026

PROPOSAL

TO THE CITY OF MURFREESBORO, TENNESSEE

By submitting this Proposal, the undersigned bidder represents that it has carefully examined the site of the work described herein, has become familiar with local conditions and the character and extent of the work; has carefully examined the Plans, the Standard Specifications for Road and Bridge Construction (April 1, 2026) adopted by the State of Tennessee, Department of Transportation, with subsequent revisions which are acknowledged to be a part of this Proposal, the Special Provisions, the Proposal Form, the Form of Contract, and the Form of Contract Payment and Performance Bond; and thoroughly understands their stipulations, requirements, and provisions.

The undersigned bidder has determined the quality and quantity of materials required; has investigated the location and determined the sources of supply of the materials required; has investigated labor conditions; and, has arranged for the continuous prosecution of the work herein described.

By submitting this Proposal, the undersigned bidder agrees to provide all necessary equipment, tools, labor, incidentals, and other means of construction, to do all the work, and furnish all the materials of the specified requirements which are necessary to complete the work in accordance with the Plans, and the Specifications, and agrees to accept as payment in full the unit prices for the various items described in the Specifications that are set forth in this Proposal. The bidder understands that the quantities of work specified are approximate only and are subject to increase or decrease and that any such increase or decrease will not affect the unit prices set forth in this Proposal. Compensation for “extra work” which may be required by the CITY OF MURFREESBORO in connection with the construction and completion of the work but which was not reflected in the Plans and Specifications at the time of bidding, will be made in the following manner: work for which there is a unit price set forth in this Proposal will be compensated at that unit price; work for which there is no unit price set forth in this Proposal will be compensated in accordance with the applicable Tennessee Department of Transportation Standard Specifications.

By submitting this Proposal, the parties hereto, in the performance of this Contract, shall not act as employees, partners, joint ventures, or associates of one another. It is expressly acknowledged by the parties hereto that such parties are independent contracting entities and that nothing in this Contract shall be construed to create an employer/employee relationship or to allow either to exercise control or direction over the manner or method by which the other transacts its business affairs or provides its usual services. The employees or agents of one party shall not be deemed or construed to be the employees or agents of the other party for any purpose whatsoever.

By submitting this Proposal, the undersigned bidder, if awarded the contract, agrees that it will be responsible for compliance with the Patient Protection and Affordable Care Act (“PPACA”) with respect to itself and its employees, including any obligation to report health insurance coverage, provide health insurance coverage, or pay any financial assessment, tax, or penalty for not providing health insurance.

The Contractor shall indemnify the State and hold it harmless for any costs to the State arising from Contractor’s failure to fulfill its PPACA responsibilities for itself or its employees.

By submitting this Proposal, the undersigned bidder, if awarded the contract, shall be registered with the Department of Revenue for the collection of Tennessee sales and use tax or provide confirmation from the Department of Revenue that the bidder is not required to register for the Tennessee sales and use tax. This registration requirement is a material requirement of this Contract.

By submitting this Proposal, the undersigned bidder hereby agrees to be bound by the award of the Contract and, if awarded the Contract on this Proposal, to execute the required Contract and the required Contract Payment and Performance Bond within ten (10) days after receipt of notice of the award. The undersigned bidder submits herewith the required Proposal guaranty in an amount of not less than five percent (5%) of the total amount of the Proposal offered and agrees and consents that the Proposal guaranty shall immediately be at the disposal of the CITY OF MURFREESBORO, not as a penalty, but as an agreed liquidated damage if the required Contract and Contract Payment and Performance Bond are not executed within ten days from receipt of the notice of award.

By submission of this bid, each bidder and each person signing on behalf of any bidder certifies, and in the case of a joint bid each party thereto certifies as to its own organization, under penalty of perjury, that to the best of its knowledge and belief that each bidder is not on the list created pursuant to § 12-12-106. This list is generated to identify entities ineligible to contract with the State of Tennessee or any political subdivision of the State per the Iran Divestment Act, T.C.A. §§ 12-12-101 – 113, and the current list may be found at the Tennessee Department of General Services, Central Procurement Office, website under the Public Information Library webpage at the following link:

http://tn.gov/assets/entities/generalservices/cpo/attachments/List_of_persons_pursuant_to_Tenn._Cod e_Ann._12-12-106._Iran_Divestment_Act-July.pdf.

http://tn.gov/assets/entities/generalservices/cpo/attachments/List_of_persons_pursuant_to_Tenn._Code_Ann._12-12-106._Iran_Divestment_Act-July.pdf http://tn.gov/assets/entities/generalservices/cpo/attachments/List_of_persons_pursuant_to_Tenn._Code_Ann._12-12-106._Iran_Divestment_Act-July.pdf

THIS PROPOSAL SUBMITTED BY:

Bidder (1)

Printed Name and Title

Address

City/State/Zip

Bidder (1) being a composed of officers, partners, or owners as follows:

(Type of business entity)

Name/Title Name/Title

Bidder (2)*

Printed Name and Title

Address

City/State/Zip

Bidder (2) being a composed of officers, partners, or owners as follows:

(Type of business entity)

ITEM NO. DESCRIPTION UNIT QUANTITIES Unit Price Total Price

105-01 CONSTRUCTION STAKES, LINES AND GRADES LS 1

201-01 CLEARING AND GRUBBING LS 1

202-01.01 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LS 1

203-01 ROAD & DRAINAGE EXCAVATION (UNCLASSIFIED) C.Y. 37171

203-02.01 BORROW EXCAVATION (GRADED SOLID ROCK) TON 62550

203-03 BORROW EXCAVATION (UNCLASSIFIED) C.Y. 531329

203-04 PLACING AND SPREADING TOPSOIL C.Y. 12091

203-05 UNDERCUTTING C.Y. 7835

203-06 WATER M.G. 2200

203-50 CONSTRUCTION OF HAUL ROAD LS 1

204-02.01 DRY EXCAVATION (BRIDGES) C.Y. 480

204-05.01 CORE DRILLING AND SAMPLING L.F. 40

204-08 FOUNDATION FILL MATERIAL C.Y. 1145

204-08.01 BACKFILL MATERIAL (FLOWABLE FILL) C.Y. 55.5

208-01.05 BROOMING & DEGRASSING SHOULDERS L.M. 2.03

209-05 SEDIMENT REMOVAL C.Y. 3162

209-08.02 TEMPORARY SILT FENCE (WITH BACKING) L.F. 16497

209-08.08 ENHANCED ROCK CHECK DAM EACH 26

209-09.03 SEDIMENT FILTER BAG (15' X 15') EACH 5

209-09.43 CURB INLET PROTECTION (TYPE 4) EACH 14

209-40.30 CATCH BASIN PROTECTION (TYPE A) EACH 3

209-40.33 CATCH BASIN PROTECTION (TYPE D) EACH 1

209-40.41 CATCH BASIN FILTER ASSEMBLY(TYPE 1) EACH 1

209-40.46 CATCH BASIN FILTER ASSEMBLY(TYPE 6) EACH 13

209-40.47 CATCH BASIN FILTER ASSEMBLY(TYPE 7) EACH 5

209-65.03 TEMPORARY DIVERSION CHANNEL L.F. 1932

209-65.04 TEMPORARY IN STREAM DIVERSION L.F. 1982

303-01 MINERAL AGGREGATE, TYPE A BASE, GRADING D TON 38587

303-01.01 GRANULAR BACKFILL (ROADWAY) TON 12276

303-01.02 GRANULAR BACKFILL (BRIDGES) TON 66

303-10.01 MINERAL AGGREGATE (SIZE 57) TON 3857

307-01.21 ASP. CONC. MIX(PG70-22) (BPMB-HM) GR. A-S TON 2869

307-01.22 ASP. CONC. MIX(PG76-22) (BPMB-HM) GR. A-S TON 1918

307-02.01 ASPHALT CONCRETE MIX (PG70-22) (BPMB-HM)

GRADING A TON 2869

307-02.08 ASPHALT CONCRETE MIX (PG70-22) (BPMB-HM)

GRADING B-M2 TON 2034

307-03.01 ASPHALT CONCRETE MIX (PG76-22) (BPMB-HM)

GRADING A TON 2768

307-03.08 ASPHALT CONCRETE MIX (PG76-22) (BPMB-HM)

GRADING B-M2 TON 1360

307-03.12 ASPHALT CONCRETE MIX (PG76-22) (BPMB-HM)

GRADING CM TON 2067

313-03 TREATED PERMEABLE BASE S.Y. 22156

402-01 BITUMINOUS MATERIAL FOR PRIME COAT (PC) TON 73

402-02 AGGREGATE FOR COVER MATERIAL (PC) TON 256

403-01 BITUMINOUS MATERIAL FOR TACK COAT (TC) TON 42

407-20.05 SAW CUTTING ASPHALT PAVEMENT L.F. 4400

411-02.10 ACS MIX(PG70-22) GRADING D TON 1193

411-03.23 ACS MIX (PG76-22) OGFC TON 2643

ESTIMATED ROADWAY QUANTITIES

This project is to be constructed under the Standard Specifications of the Tennessee Department of Transportation Dated: April 1, 2026

BID FORM

411-12.01 SCORING SHOULDERS (CONTINUOUS) (16IN WIDTH) L.M. 2.35

415-01.01 COLD PLANING BITUMINOUS PAVEMENT TON 3227

501-01.03 PORTLAND CEMENT CONCRETE PAVEMENT (PLAIN)

10" S.Y. 20580

602-03 STEEL STRUCTURES LS 1

604-02.03 EPOXY COATED REINFORCING STEEL LB. 371979

604-03.01 CLASS A CONCRETE (BRIDGES) C.Y. 423

604-03.02 STEEL BAR REINFORCEMENT (BRIDGES) LB. 64131

604-03.04 PAVEMENT @ BRIDGE ENDS S.Y. 530

604-03.07 CLASS A CONCRETE (BARRIER WALL) C.Y. 24

604-03.32 CLASS DS CONCRETE C.Y. 919

604-04.01 APPLIED TEXTURE FINISH (NEW STRUCTURES) S.Y. 1585

604-04.41 THREE STAR STATE EMBLEM EACH 6

604-04.62 CLEAN & TEXTURE FINISH CONCRETE MEDIAN

BARRIER L.F. 246

604-05.31 BRIDGE DECK GROOVING (MECHANICAL) S.Y. 3633

606-03.03 STEEL PILES (12 INCH) L.F. 1834

606-03.06 PILE TIPS (STEEL PILES, 12 INCH) EACH 38

607-03.02 18" CONCRETE PIPE CULVERT (CLASS III) L.F. 1240

607-03.30 18" PIPE CULVERT L.F. 92

607-05.02 24" CONCRETE PIPE CULVERT (CLASS III) L.F. 428

607-05.30 24" PIPE CULVERT L.F. 239

607-06.02 30" CONCRETE PIPE CULVERT (CLASS III) L.F. 538

607-07.02 36" CONCRETE PIPE CULVERT (CLASS III) L.F. 293

607-07.03 36" CONCRETE PIPE CULVERT (CLASS IV) L.F. 448

611-01.02 MANHOLES, > 4' - 8' DEPTH EACH 1

611-01.03 MANHOLES, > 8' - 12' DEPTH EACH 1

611-07.01 CLASS A CONCRETE (PIPE ENDWALLS) C.Y. 38

611-07.02 STEEL BAR REINFORCEMENT (PIPE ENDWALLS) LB. 1575

611-07.58 24IN ENDWALL (CROSS DRAIN) 4:1 EACH 1

611-07.64 36IN ENDWALL (CROSS DRAIN) 4:1 EACH 2

611-12.02 CATCH BASINS, TYPE 12, > 4' - 8' DEPTH EACH 7

611-12.03 CATCH BASINS, TYPE 12, > 8' - 12' DEPTH EACH 1

611-12.04 CATCH BASINS, TYPE 12, > 12' - 16' DEPTH EACH 2

611-12.06 CATCH BASINS, TYPE 12, > 20' - 24' DEPTH EACH 2

611-14.02 CATCH BASINS, TYPE 14, > 4' - 8' DEPTH EACH 2

611-14.03 CATCH BASINS, TYPE 14, > 8' - 12' DEPTH EACH 4

611-42.01 CATCH BASINS, TYPE 42, 0' - 4' DEPTH EACH 1

611-42.04 CATCH BASINS, TYPE 42, > 12' - 16' DEPTH EACH 1

620-03 CONCRETE PARAPET (STD-11-1 MOD.) L.F. 379

620-05 CONCRETE PARAPET WITH STRUCTURAL TUBING L.F. 379

620-05.01 CONC PARAPET SINGLE SLOPE (STD-1-1SS) L.F. 379

621-03.02 18" TEMPORARY DRAINAGE PIPE L.F. 596

621-03.03 24" TEMPORARY DRAINAGE PIPE L.F. 620

625-01.11 CAMERA INSPECTION - DRILLED SHAFT

(UNDERWATER) EACH 5

625-02.01 DRILLED SHAFT-SOIL (4.5' DIA.) VF 100

625-02.13 DRILLED SHAFT-ROCK (4' DIA.) VF 40

625-02.40 DRILLED SHAFT (SH-SCC) CONCRETE C.Y. 77

625-02.44 DRILLED SHAFT REINFORCING STEEL LB. 12923

701-01.01 CONCRETE SIDEWALK (4 ") S.F. 21239

701-01.02 CONCRETE SIDEWALK (6 ") S.F. 456

701-02.03 CONCRETE CURB RAMP S.F. 334

702-01 CONCRETE CURB C.Y. 7

702-03 CONCRETE COMBINED CURB & GUTTER C.Y. 203

705-02.10 GUARDRAIL TRANSITION 27IN TO 31IN EACH 1

705-06.01 W BEAM GR (TYPE 2) MASH TL3 L.F. 4928

705-06.10 GR TERMINALTRAILING END (TYPE 13) MASH TL3 EACH 8

705-06.11 GR TERMINAL (IN-INLINE) MASH TL3 EACH 6

705-06.20 TANGENT ENERGY ABSORBING TERM MASH TL-3 EACH 19

705-06.25 THRIE BEAM BRIDGE TRANSITION MASH TL-3 EACH 8

706-06.03 RADIUS RAIL L.F. 310

706-10.26 ROUNDED END ELEMENT EACH 2

707-01.11 CHAIN LINK FENCE (6 FOOT) L.F. 2831

707-01.12 END & CORNER POST ASSEMBLY(CHAIN-LINK FENCE

6') EACH 16

707-08.11 HIGH-VISIBILITY CONSTRUCTION FENCE L.F. 1110

708-02.01 MARKERS (CONCRETE R.O.W. POSTS) EACH 20

709-05.05 MACHINED RIP-RAP (CLASS A-3) TON 554

709-05.06 MACHINED RIP-RAP (CLASS A-1) TON 2078

709-05.08 MACHINED RIP-RAP (CLASS B) TON 5598

709-05.09 MACHINED RIP-RAP (CLASS C) TON 142

710-02 AGGREGATE UNDERDRAINS (WITH PIPE) L.F. 18347

710-05 LATERAL UNDERDRAIN L.F. 1632

710-06.12 LATERAL UNDERDRAIN ENDWALL (3:1) EACH 12

710-06.13 LATERAL UNDERDRAIN ENDWALL (4:1) EACH 26

710-06.15 LATERAL UNDERDRAIN ENDWALL (6:1) EACH 30

710-09.01 6" PERFORATED PIPE WITH VERTICAL DRAIN SYSTEM L.F. 272

710-09.02 6" PIPE UNDERDRAIN L.F. 42

711-05.71 51IN SINGLE SLOPE CONCRETE BARRIER WALL L.F. 208

712-01 TRAFFIC CONTROL LS 1

712-02.02 INTERCONNECTED PORTABLE BARRIER RAIL L.F. 6942

712-02.60 TEMPORARY WORK ZONE CRASH CUSHION (MASH TL-

3) EACH 9

712-04.01 FLEXIBLE DRUMS (CHANNELIZING) EACH 237

712-04.10 TEMPORARY FLEXIBLE TUBULAR DELINEATOR EACH 42

712-04.50 BARRIER RAIL DELINEATOR EACH 347

712-05.03 WARNING LIGHTS (TYPE C) EACH 188

712-06 SIGNS (CONSTRUCTION) S.F. 1386

712-06.16 SIGNS (CONSTRUCTION)(REDUCED SPEED

WARNING) EACH 4

712-08.03 ARROW BOARD (TYPE C) EACH 2

712-08.07 PORTABLE SPEED MONITOR UNIT EACH 4

712-08.12 QUEUE PROTECTION TRUCK DAY 24

712-10.02 TEMPORARY TRANSVERSE RUMBLE STRIPS L.F. 40

713-01.01 CLASS A CONCRETE (FOUNDATION FOR SIGN

SUPPORTS) C.Y. 8.4

713-01.02 STEEL BAR REINFORCEMENT(FOUNDATION FOR

SIGN SUPPORTS) LB. 2171

713-02.14 FLEXIBLE DELINEATOR (WHITE) EACH 37

713-02.15 FLEXIBLE DELINEATOR (YELLOW) EACH 66

713-02.21 SIGN POST DELINEATION ENHANCEMENT L.F. 276

713-06 STEEL I-BEAMS & WF-BEAMS(BREAKAWAY) SIGN

SUPPORT LB. 9154

713-11.02 PERFORATED/KNOCKOUT SQUARE TUBE POST LB. 2659

713-11.21 P POST SLIP BASE EACH 83

713-13.02 FLAT SHEET ALUMINUM SIGNS (0.080" THICK) S.F. 256

713-13.03 FLAT SHEET ALUMINUM SIGNS (0.100" THICK) S.F. 497

713-14 EXTRUDED ALUMINUM PANEL SIGNS S.F. 1485

713-16.01 CHANGEABLE MESSAGE SIGN UNIT EACH 2

713-16.07 END OF ROADWAY SIGN AND SUPPORT EACH 2

713-16.41 RELOCATE SIGN LS 1

713-17.02 INSTALL AUXILIARY SUPPORT FOR EXIT NUMBER

PANEL EACH 8

716-01.06 TEMPORARY RAISED PAVEMENT MARKER,WHITE EACH 531

716-01.22 SNOWPLOWABLE RAISED PAVMENT MARKERS

(MONO-DIR)(1 COLOR) EACH 140

716-01.23 SNOWPLOWABLE RAISED PAVEMENT MARKERS (BI-

DIR)(2 COLOR) EACH 389

716-02.04 PLASTIC PAVEMENT MARKING(CHANNELIZATION

STRIPING) S.Y. 337

716-02.05 PLASTIC PAVEMENT MARKING (STOP LINE) L.F. 170

716-02.06 PLASTIC PAVEMENT MARKING (TURN LANE ARROW) EACH 31

716-02.07 PLASTIC PAVEMENT MARKING (24" BARRIER LINE) L.F. 1121

716-02.08 PLASTIC PAVEMENT MARKING (8" DOTTED LINE) L.F. 414

716-02.09 PLASTIC PAVEMENT MARKING (LONGITUDINAL

CROSS-WALK) L.F. 183

716-02.12 PLASTIC PAVEMENT MARKING (8IN LINE) L.M. 0.34

716-04.02 PLASTIC PAVEMENT MARKING(DOUBLE TURNING

ARROW) EACH 3

716-04.12 PLASTIC PAVEMENT MARKING (YIELD LINE) S.F. 15

716-04.14 PLASTIC PAVEMENT MARKING (LANE REDUCTION

ARROW) EACH 1

716-09.88 CONTRAST PAVEMENT MARKING 8" L.M. 2.63

716-09.94 CONTRAST PAVEMENT SHADOW MARKING 6" L.M. 0.53

716-12.02 ENHANCED FLATLINE THERMO PVMT MRKNG (6IN

LINE) L.M. 7.77

716-12.05 ENHANCED FLATLINE THERMO PVMT MRKNG (6IN

DOTTED LINE) L.F. 1800

716-12.06 ENHANCED FLAT LINE THERMO (8IN LINE) L.F. 5078

716-13.02 SPRAY THERMO PVMT MRKNG (60 mil) (6IN LINE) L.M. 8.56

716-13.03 SPRAY THERMO PVMT MRKNG (60 mil) (8IN BARRIER

LINE) L.F. 1602

725-20.44 PULL BOX (TYPE D) EACH 4

725-20.45 PULL BOX (TYPE E) EACH 1

725-22.24 CONDUIT BANK (TYPE 4) L.F. 3850

725-22.34 CONDUIT BANK BORED (TYPE 4) L.F. 530

725-23.01 ITS CABLE MARKER EACH 11

725-23.16 FIBER OPTIC CABLE (144F) L.F. 5180

725-23.27 FIBER OPTIC CLOSURE (DESCRIPTION) EACH 2

725-23.28 FIBER OPTIC SPLICE FUSION EACH 288

725-24.55 AS-BUILT PLANS LS 1

730-03.21 INSTALL PULL BOX (TYPE B) EACH 13

730-12.27 CONDUIT 3" DIAMETER (PVC SCHEDULE 80) L.F. 840

730-50.12 WARNING SIGN FLASHING ASSEMBLY (SOLAR

POWERED) EACH 2

740-07.04 GEOGRID REINFORCEMENT TYPE 2 S.Y. 2748

740-10.03 GEOTEXTILE (TYPE III)(EROSION CONTROL) S.Y. 9627

740-10.04 GEOTEXTILE (TYPE IV)(STABILIZATION) S.Y. 26874

740-11.02 TEMPORARY SEDIMENT TUBE 12IN L.F. 3850

740-11.04 TEMPORARY SEDIMENT TUBE 20IN L.F. 20850

795-01.04 6IN DIP SLIP JOINT WATER LINE L.F. 20

795-01.19 24IN DIP RESTRAINED JOINT WATER LINE L.F. 400

795-01.20 24IN DIP SLIP JOINT WATER LINE L.F. 1100

795-01.32 48IN DIP SLIP JOINT WATER LINE L.F. 1800

795-01.33 48IN DIP RESTRAINED JOINT WATER LINE L.F. 300

795-01.34 48IN LINE STOP EACH 1

795-03.07 10IN PVC WATER LINE L.F. 120

795-03.11 18IN PVC WATER LINE L.F. 2440

795-05.65 BORE/JACK 16IN STEEL CASING PIPE-UNCON. L.F. 300

795-05.69 BORE/JACK 30IN STEEL CASING PIPE-UNCON. L.F. 300

795-05.70 BORE/JACK 36IN STEEL CASING PIPE-UNCON. L.F. 300

795-05.84 BORE/JACK 36IN STEEL CASING PIPE-ROCK. L.F. 425

795-07.61 48IN X 48IN TAPPING SLEEVE AND VALVE EACH 1

795-08.04 6IN GATE VALVE ASSEMBLY EACH 1

795-08.05 8IN GATE VALVE ASSEMBLY EACH 2

795-08.06 10IN GATE VALVE ASSEMBLY EACH 5

795-08.16 18IN GATE VALVE ASSEMBLY EACH 6

795-08.20 24IN GATE VALVE ASSEMBLY EACH 3

795-08.24 48IN GATE VALVE ASSEMBLY EACH 1

795-10.31 2IN BLOW-OFF ASSEMBLY EACH 1

795-11.02 FIRE HYDRANT ASSEMBLY EACH 1

795-13.01 DI FITTINGS LB. 40000

795-14.02 CLASS B CONCRETE C.Y. 250

795-15.11 36IN STEEL CASING PIPE OPEN CUT METHOD L.F. 60

795-15.15 62IN STEEL CASING PIPE OPEN CUT METHOD L.F. 200

797-01.04 10IN DIP FORCE MAIN L.F. 2445

797-05.11 12IN DIP GRAVITY SEWER 12FT-18FT DEPTH L.F. 300

797-05.12 12IN DIP GRAVITY SEWER >18FT DEPTH L.F. 1580

797-05.60 12IN PVC GRAVITY SEWER 6FT-12FT DEPTH L.F. 323

797-05.61 12IN PVC GRAVITY SEWER 12FT-18FT DEPTH L.F. 225

797-07.05 48IN MANHOLE 10FT-12FT DEPTH EACH 1

797-07.06 48IN MANHOLE 12FT-14FT DEPTH EACH 3

797-07.07 48IN MANHOLE 14FT-16FT DEPTH EACH 1

797-07.08 48IN MANHOLE 16FT-20FT DEPTH EACH 1

797-07.09 48IN MANHOLE 20FT-24FT DEPTH EACH 1

801-01 SEEDING (WITH MULCH) UNIT 183

801-02 SEEDING (WITHOUT MULCH) UNIT 4

801-03 WATER (SEEDING & SODDING) M.G. 512.0

803-01 SODDING (NEW SOD) S.Y. 51134.0

805-12.03 EROSION CONTROL BLANKET (TYPE III) S.Y. 5131

806-02.03 PROJECT MOWING CYCL 2

908-21.01 BEARINGS (LAMINATED ELASTOMERIC BEARINGS) EACH 10

ADDENUM 1 - ____________________________________________

ADDENUM 2 - ____________________________________________

ADDENUM 3 - ____________________________________________

ADDENUM 4 - ____________________________________________

ACKNOWLEDGE EACH RECEIPT OF ADDENUM BY INITIALING

Grand Total Amount in Words

GRAND TOTAL BID=

PROPOSAL CERTIFICATION

The undersigned, being first duly sworn, certifies on behalf of the bidder that it has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with this Proposal or Contract. This is an official document that is required or authorized by law to be made under oath and is presented in an official proceeding. A person who makes a false statement in this certification is subject to the penalties of perjury.

The undersigned further certifies that said bidder is not under the control of any person, firm, partnership, or corporation, which has or exercises any control of any other person, firm, partnership, or corporation, which is submitting a bid on this Contract.

Sworn to and subscribed before me

Bidder (1) this day of , Printed Name and Title Notary Public

My commission expires

(Seal)

Sworn to and subscribed before me

Bidder (2) this day of , Printed Name and Title Notary Public

My commission expires

(Seal)

*NOTE: The signature and information for Bidder (2) is to be provided when there is a joint venture.

CITY OF MURFREESBORO, TENNESSEE

PROPOSAL BOND

CONTRACT NO. 260089

Principal:

Print Name of Principal

Surety:

Print Name of Surety

KNOW ALL MEN BY THESE PRESENTS, that we, the Principal and Surety above named, are held and firmly bound unto the CITY OF MURFREESBORO in the full and just sum of five percent (5%) of the total amount bid by the Principal for the project stated above, 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.

NOW, THEREFORE, the condition of this obligation is: the Principal shall not withdraw its bid within sixty (60) days after the opening of the bids, or within such other time period as may be provided in the Proposal, and if the CITY OF MURFREESBORO shall award a Contract to the Principal, the Principal shall, within ten (10) days after written notice of the award is received by him, fully execute a Contract on the basis of the terms, conditions and unit prices set forth in his Proposal or bid and provide bonds with good and sufficient surety, as required for the faithful performance of the Contract and for the protection of all persons supplying labor, material, and equipment for the prosecution of the work. In the event the Principal withdraws its bid after bids are opened, or after award of the Contract has been made fails to execute such the Contract and/or such additional documents as may be required and to provide the required bonds within the time period specified above, then the amount of the Proposal Bond shall be immediately paid to the CITY OF MURFREESBORO, not as a penalty, but as agreed upon liquidated damages.

IN WITNESS WHEREOF, the Principal has caused these presents to be signed by a duly authorized official and the Surety has caused these presents to be duly signed and sealed by an authorized agent or attorney-in-fact.

Principal (1) Surety (1)

By: By:

General Agent or Attorney-in-Fact

Print Name and Title Date

Date (Seal)

Principal (2) Surety (2)

General Agent or Attorney-in-Fact

Print Name and Title Date

Date (Seal)

*NOTE: The signature and information for Principal(2) and Surety(2) is to be provided when there is a joint venture.

CITY OF MURFREESBORO, TENNESSEE

PROPOSAL GUARANTEE

CONTRACT NO. 260089

Bidder:

Print Name of Bidder

KNOW ALL MEN BY THESE PRESENTS, that the above-named Bidder has tendered the attached cashier’s or certified check in an amount equal to five percent (5%) of the total amount it bid for the project stated above, payable to the CITY OF MURFREESBORO, to be held pending the fulfillment of the following obligation conditions.

NOW, THEREFORE, the condition of this obligation is: the Bidder shall not withdraw its bid within sixty (60) days after the opening of the bids, or within such other time period as may be provided in the Proposal, and if the CITY OF MURFREESBORO shall award a Contract to the Bidder, the Bidder shall, within ten (10) days after it receives written notice of the award, fully execute a Contract on the basis of the terms, conditions and unit prices set forth in its Proposal or bid and provide bonds with good and sufficient surety, as required for the faithful performance of the Contract and for the protection of all persons supplying labor, material, and equipment for the prosecution of the work. In the event the Bidder withdraws its bid after bids are opened, or after award of the Contract has been made fails to execute such the Contract and/or such additional documents as may be required and to provide the required bonds within the time period specified above, then the CITY OF MURFREESBORO shall cash the attached check and retain the funds, not as a penalty, but as agreed upon liquidated damages.

IN WITNESS WHEREOF, the Bidder has caused these presents to be signed by a duly authorized official.

Bidder (1) Bidder (2)*

Print Name and Title Print Name and Title

Date Date

*NOTE: The signature and information for Bidder(2) is to be provided when there is a joint venture.