BID_FORM-_ITB-35-2026-MBT_North_Hangar_One_Revised_Addendum_No._2.pdf

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Attached to
North Hangar One Construction
Solicitation number
ITB-35-2026
Issued by
Rutherford County, Tennessee

About this file

This is a bid form for North Hangar One Construction (ITB-35-2026) issued by the City of Murfreesboro, Tennessee, with revised Addendum No. 2. The project scope encompasses construction of a 150-foot by 100-foot corporate hangar with an associated 30-foot by 100-foot office building, along with site utilities, drainage infrastructure, and paving work. The base bid comprises 36 line items including utility coordination and service connections, fire hydrant installation and relocation, oil-water separators, water piping, mineral aggregate base courses at various thicknesses, bituminous and Portland cement concrete pavement, concrete sidewalks, erosion control measures, embankment work, asphalt surface and binder courses, pavement markings, chain link fencing with gates, landscape installation, hydroseeding, and sodding. Estimated quantities include 5,150 square yards of crushed aggregate base course, 1,600 square yards of mineral aggregate base at 10-inch compacted thickness, 240 tons of ACS mix, 600 tons each of asphalt surface and binder courses, and 450 square yards of sodding. Sealed bids were originally due July 22, 2026, with a subsequent date of August 5, 2026, at 2:00 p.m. CST. Bidders must certify site visits and familiarity with local conditions, federal and state regulations, and all subsurface and environmental data.

Bidders are required to submit unit prices and total prices for all line items on a lump-sum basis, with the base bid total including a 5 percent owner's contingency allowance held solely for the owner's use. Two independent additive alternates are offered: Additive Alternate No. 1 includes 950 additional square yards of asphalt base course and 105 tons each of surface and binder courses with 5 percent contingency; Additive Alternate No. 2 provides a three-year warranty for sanitary sewer connection with 5 percent contingency. Final payment will be based on actual quantities as determined in the contract documents. Bidders must submit supporting documentation including a bid bond, statement of qualifications, non-collusion affidavit, Iran Divestment Act compliance certification, corporate certificate, contractor's license certification, and drug-free workplace affidavit. Bidders must acknowledge the requirement to perform not less than 25 percent of the work with their own organization in accordance with AIA Document A201-2017, Section 5.5. The contract will be awarded to the lowest responsive and responsible bidder.

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Text version

Section 00 41 00 Bid Form

07/2026 37419-13

NORTH HANGAR ONE CONSTRUCTION

ARTICLE 1 – BID RECIPIENT

1.01 This Bid is submitted to:

Cathy Smith Purchasing Director, City of Murfreesboro 111 West Vine Street Murfreesboro, TN 37130

1.02 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents.

ARTICLE 2 – BIDDER’S ACKNOWLEDGEMENTS

2.01 Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for period of time after the Bid opening as stated in the Advertisement for Bids, or for such longer period of time that Bidder may agree to in writing upon request of Owner.

ARTICLE 3 – BIDDER’S REPRESENTATIONS

3.01 In submitting this Bid, Bidder represents that:

A. Bidder has examined and carefully studied the Bidding Documents, the other related data identified in the Bidding Documents, and the following Addenda, receipt of which is hereby acknowledged.

Addendum No. Addendum Date

B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local and Site conditions that may affect cost, progress, and performance of the Work.

C. Bidder is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress and performance of the Work.

D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to

00 41 00 - 2

07/2026 37419-13 existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified as containing reliable "technical data," and (2) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified as containing reliable "technical data."

E. Bidder has considered the information known to Bidder; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; and the Site-related reports and drawings identified in the Bidding Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying the specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents; and (3) Bidder’s safety precautions and programs.

F. Based on the information and observations referred to in Paragraph 3.01.E above, Bidder does not consider that further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times required, and in accordance with the other terms and conditions of the Bidding Documents.

G. Bidder is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Bidding Documents.

H. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution thereof by Engineer is acceptable to Bidder.

I. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted.

J. Where this Bid Form contains the provision for a bid based on a lump sum price, the Bidder shall be responsible for having prepared its own estimate of the quantities necessary for the satisfactory completion of the Work specified in these Contract Documents and for having based the lump sum price bid on its estimate of quantities.

K. Bidder acknowledges the requirement that the Contractor perform not less than twenty-five percent (25%) of the Work with its own organization in accordance with AIA Document A201–2017, Section 5.5, and has included compliance with this requirement in its Bid.

ARTICLE 4 – BIDDER’S CERTIFICATION

4.01 Bidder certifies that:

A. This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation;

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07/2026 37419-13

B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid;

C. Bidder has not solicited or induced any individual or entity to refrain from bidding; and

D. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 4.01.D:

1. “corrupt practice” means the offering, giving, receiving, or soliciting of anything of value likely to influence the action of a public official in the bidding process;

2. “fraudulent practice” means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of Owner, (b) to establish bid prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition;

3. “collusive practice” means a scheme or arrangement between two or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish bid prices at artificial, non-competitive levels; and

4. “coercive practice” means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract.

00 41 00 - 4

07/2026 37419-13

ARTICLE 5 – BASIS OF BID

5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s):

BASE BID

Item No.

Spec. Item

Description

Estimated Qty.

Unit

Unit Price

Total Price

1 PLANS

150’x100’ CORPORATE HANGAR WITH 30’x100’ OFFICE BUILDING

1 LS $ $

2 PLANS

INSTALLATION OF NEW FIRE

HYDRANT ASSEMBLY (MWRD STD

DWG W-30)

1 LS $ $

3 PLANS

RELOCATION OF FIRE HYDRANT

ASSEMBLY (MWRD STD DWG W-30)

1 LS $ $

4 PLANS

ADJUST EXISTING CATCH BASIN TO

FINISHED GRADE

1 EA $ $

5 PLANS

ADJUST EXISTING SANITARY SEWER

MANHOLE TO GRADE AND RETEST

6 EA $ $

6 UC 100-5.1

UTILITY COORDINATION AND

SERVICE CONNECTIONS

1 LS $ $

7 UC 100-5.2

OIL-WATER SEPARATOR, SANITARY

SEWER SYSTEM, COMPLETE

2 EA $ $

8 UC 100-5.3

OIL-WATER SEPARATOR, STORM

SYSTEM, COMPLETE

1 EA $ $

9 UC 100-5.4 WATER PIPE (8” DUCTILE IRON) 150 LF $ $

10 TDOT 303D-1

MINERAL AGGREGATE BASE (10”

COMPACTED THICKNESS)

1,600 SY $ $

11 TDOT 303D-2

MINERAL AGGREGATE BASE (6”

COMPACTED THICKNESS)

30 SY $ $

12 TDOT 303D-3

MINERAL AGGREGATE BASE (2”

COMPACTED THICKNESS)

215 SY $ $

13 TDOT 402

BITUMINOUS MATERIAL FOR PRIME

COAT (PC)

490 GAL $ $

14 TDOT 411D

ACS MIX (PG 67-22) GRADING D (2.5”

COMPACTED LIFT THICKNESS)

240 TONS $ $

15 TDOT 501-3.1

PORTLAND CEMENT CONCRETE

(PCC) PAVEMENT (6” REINFORCED

THICKNESS)

30 SY $ $

16 TDOT 701-3.1

CEMENT CONCRETE SIDEWALK (4”

THICKNESS)

165 SY $ $

17 TDOT 701-3.2

CEMENT CONCRETE SIDEWALK (6”

THICKNESS)

30 SY $ $

00 41 00 - 5

07/2026 37419-13

18 C-102-5.1

EROSION CONTROL SILT FENCE

(INSTALLATION & REMOVAL)

1,325 LF $ $

19 C-102-5.2

EROSION CONTROL INLET

PROTECTION (INSTALLATION &

REMOVAL)

5 EA $ $

20 C-105 MOBILIZATION 1 LS $ $

21 P-152-4.1 EMBANKMENT IN PLACE 4,000 CY $ $

21A P-152-4.2

UNCLASSIFIED EXCAVATION

(AUTHORIZED UNDERCUT ONLY)

100 CY $ $

22 TNP-209-5.1

CRUSHED AGGREGATE BASE

COURSE (10” COMPACTED

THICKNESS)

5,150 SY $ $

23 TNP-401-8.1

ASPHALT SURFACE COURSE

(GRADATION 2, PG 76-22, 2”

COMPACTED THICKNESS)

600 TONS $ $

24 TNP-401-8.2

ASPHALT BINDER COURSE

(GRADATION 2, PG 76-22, 2”

COMPACTED THICKNESS)

600 TONS $ $

25 TNP-602-5.1 EMULSIFIED ASPHALT PRIME COAT 1,545 GAL $ $

26 TNP-603-5.1 EMULSIFIED ASPHALT TACK COAT 605 GAL $ $

27 P-620-5.1

TEMPORARY PAVEMENT MARKING,

NON-REFLECTIVE YELLOW

160 SF $ $

28 P-620-5.2

PERMANENT PAVEMENT MARKING,

REFLECTIVE YELLOW

160 SF $ $

29 PM 100-5.1 PARKING LOT PAVEMENT MARKINGS 1 LS $ $

30 PLANS

ACCESSIBLE PARKING SIGNAGE

(COMPLETE IN PLACE)

1 LS $ $

31 F-162-5.1

6’ CHAIN LINK FENCE WITH THREE

STRANDED BARBED WIRE (BLACK

VINYL)

502 LF $ $

32 F-162-5.2

6’ HIGH, 20’ WIDE CHAIN LINK

DRIVEWAY GATE (BLACK VINYL)

1 LS $ $

33 LS-100-5.1

LANDSCAPE INSTALLATION AND

IRRIGATION

1 LS $ $

34 T-901-5.1 HYDROSEEDING 2 AC $ $

35 T-904-5.1 SODDING 450 SY $ $

36 T-905-5.1 TOPSOIL (OBTAINED ON SITE) 1,020 CY $ $

00 41 00 - 6

BASE BID ITEMS 1 THROUGH 36, INCLUSIVE, THE AMOUNT OF:

DOLLARS ($ ).

OWNER’S CONTINGENCY (5% OF BASE BID):

TOTAL BASE BID AMOUNT (BASE BID PLUS OWNER’S CONTINGENCY):

ADDITIVE ALTERNATE NO 1

A1 TNP-209-5.1

CRUSHED AGGREGATE BASE

COURSE (10" COMPACTED

THICKNESS)

950 SY $ $

A2 TNP-401-8.1

ASPHALT SURFACE COURSE

(GRADATION 2, PG 76-22, 2"

COMPACTED THICKNESS)

105 TONS $ $

A3 TNP-401-8.2

ASPHALT BINDER COURSE

(GRADATION 2, PG 76-22, 2"

COMPACTED THICKNESS)

105 TONS $ $

A4 TNP-602-5.1

EMULSIFIED ASPHALT PRIME

COAT

285 GAL $ $

A5 TNP-603-5.1

EMULSIFIED ASPHALT TACK

COAT

95 GAL $ $

ADDITIVE ALTERNATE NO 1 ITEMS A1 THROUGH A5, INCLUSIVE, THE AMOUNT OF:

OWNER’S CONTINGENCY (5% OF ADDITIVE ALTERNATE NO 1 BID):

00 41 00 - 7

TOTAL ADDITIVE ALTERNATE NO 1 AMOUNT (ADDITIVE BID PLUS OWNER’S CONTINGENCY):

ADDITIVE ALTERNATE NO 2

AA-2 AA-2

THREE YEAR WARRANTY FOR

SANITARY SEWER CONNECTION

1 LS $ $

ADDITIVE ALTERNATE NO 2, ITEM AA-2, THE AMOUNT OF:

OWNER’S CONTINGENCY (5% OF ADDITIVE ALTERNATE NO 2 BID):

TOTAL ADDITIVE ALTERNATE NO 2 AMOUNT (ADDITIVE BID PLUS OWNER’S CONTINGENCY):

BID SUMMARY

TOTAL BASE BID AMOUNT (BASE BID PLUS OWNER’S CONTINGENCY):

TOTAL ADDITIVE ALTERNATE NO 1 AMOUNT (ADDITIVE BID PLUS OWNER’S CONTINGENCY):

00 41 00 - 8

TOTAL ADDITIVE ALTERNATE NO 2 AMOUNT (ADDITIVE BID PLUS OWNER’S CONTINGENCY):

Additive Alternates Nos. 1 and 2 are independent. The Owner may accept either Additive Alternate, both Additive Alternates, or neither Additive Alternate. The amount entered for each Additive Alternate shall include only the Work associated with that Additive Alternate and the applicable Owner’s Contingency. All Additive Alternates shall be priced.

Bidder acknowledges Unit Prices have been determined in accordance with Section 01 22 00, Measurement and Payment.

Bidder acknowledges that estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all Unit Price Bid items will be based on actual quantities, determined as provided in the Contract Documents.

Owner’s Contingency Allowance: Contractor agrees that an Owner’s contingency allowance, if any, is for the sole use of Owner to cover unanticipated costs. ANY use of the Owner’s Contingency must be approved in writing and signed by Owner’s Representative prior to work being done.

00 41 00 - 9

07/2026 37419-13

ARTICLE 6 – TIME OF COMPLETION

6.01 Bidder agrees that the Work will be substantially complete and will be completed and ready for final payment in accordance with this contract on or before the dates or within the number of calendar days indicated in the Agreement.

6.02 Bidder accepts the provisions of the Agreement as to liquidated damages.

ARTICLE 7 – ATTACHMENTS TO THIS BID

7.01 The following documents are submitted with and made a condition of this Bid:

A. Bid Bond

B. Statement of Bidders Qualifications

C. Non-Collusion Affidavit of Prime Bidder

D. Iran Divestment Act and Non-Boycott of Israel Compliance Certification

E. Corporate Certificate

F. Contractor's License Certification

G. Drug-Free Workplace Affidavit

H. Signature Sheet

ARTICLE 8 – DEFINED TERMS

8.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions.

00 41 00 - 10

07/2026 37419-13

ARTICLE 9 – BID SUBMITTAL

9.01 This Bid submitted by:

An Individual

Name (typed or printed):

By: (SEAL)

(Individual’s signature)

Doing business as:

Attest:

(Notary)

Name (typed or printed):

A Partnership

Partnership Name: (SEAL)

By:

(Signature of general partner – attach evidence of authority to sign)

Name (typed or printed):

Attest:

(Signature of another Partner)

00 41 00 - 11

A Corporation

Corporation Name: (SEAL)

State of Incorporation:

Type (General Business, Professional, Service, Limited Liability):

By:

(Signature)

Title:

(CORPORATE SEAL)

Attest:

(Signature of Corporate Secretary)

A Joint Venture

Name of Joint Venturer:

First Joint Venturer Name: (SEAL)

By:

(Signature of first joint venture partner)

Title:

Second Joint Venturer Name: (SEAL)

By:

(Signature of second joint venture partner)

Name (typed or printed):

Title:

(Each joint venturer must sign. The manner of signing for each individual partnership, and corporation that is a party to the joint venture should be in the manner indicated above.)

00 41 00 - 12

All Bidders shall complete the following:

Bidder’s Business address:

Phone: Facsimile:

Primary Contact:

Primary Contact E-mail:

Submitted on: , 20_____.

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