9-2026-29 Bid Proposal Form.pdf

EJCDC® C-410, Bid Form for Construction Contract.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

BID FORM FOR CONSTRUCTION CONTRACT

TOWN OF FAIRFIELD

LOWER WHARF IMRPOVEMENT PROJECT

1085 HARBOR ROAD, SOUTHPORT, CT 06890

Prepared By

Copyright© 2018

National Society of Professional Engineers

1420 King Street, Alexandria, VA 22314-2794

(703) 684-2882 www.nspe.org

American Council of Engineering Companies

1015 15th Street N.W., Washington, DC 20005

(202) 347-7474 www.acec.org

American Society of Civil Engineers

1801 Alexander Bell Drive, Reston, VA 20191-4400

(800) 548-2723 www.asce.org

The copyright for this EJCDC document is owned jointly by the three sponsoring organizations listed above. The National Society of Professional Engineers is the Copyright Administrator for the EJCDC documents; please direct all inquiries regarding EJCDC copyrights to NSPE.

http://www.nspe.org/ http://www.acec.org/ http://www.asce.org/

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

BID FORM FOR CONSTRUCTION CONTRACT

The terms used in this Bid with initial capital letters have the meanings stated in the Contract for Construction of a Small Project to be executed between Owner and Contractor. Bidder also refers to Contractor.

ARTICLE 1—OWNER AND BIDDER

1.01 This Bid is submitted to: Town of Fairfield for the work identified as Lower Wharf Improvement Project located at 1085 Harbor Road, Southport, CT 06890.

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—ATTACHMENTS TO THIS BID

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

A. Anticipated Schedule;

ARTICLE 3—BASIS OF BID—LUMP SUM BID AND UNIT PRICES

3.01 Lump Sum Bids

A. Bidder will complete the Work in accordance with the Contract Documents for the following lump sum (stipulated) price(s), together with any Unit Prices indicated in Paragraph 3.02:

B. The Base Bid shall include the cost of materials, labor and equipment, including overhead and profit necessary to complete the work to the Owner’s satisfaction. This includes, but is not limited to, temporary work, submittals, subcontractors, and other efforts required to affect the work. It also includes all materials, labor, and equipment for incidental work associated with the installation of the item, such as hardware, welding, protection, and any other item implicit to the proper installation of the item subject to the acceptance by the Owner. The cost in the Base Bid shall include the quantities reflected in the Bid Documents.

The cost of a change in quantity for a specific item shall be calculated using the value denoted in “COST PER ITEM” column of this form.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

WATERFRONT IMPROVEMENTS:

ITEM

NO.

BID

QUANTITY

DESCRIPTION OF WORK

COST

PER ITEM

TOTAL

AMOUN

T

N/A Mobilization / Demobilization N/A

(Lump Sum)

2 N/A Town of Fairfield Building Permit: Contractor to obtain building permit from the Town of Fairfield.

N/A

(Lump Sum)

N/A

Site Preparation: In accordance with the drawings and specifications, the Contractor shall prepare the site including but not limited to, removing the existing timber piles, removal and storage of existing revetment stones, and setting up erosion and sedimentation controls.

N/A

(Lump Sum)

4 N/A

Timber Pier: In accordance with the drawings and specifications, the Contractor shall install the Timber Pier including but not limited to timber piles, split caps, stringers, decking, handrails, and landward connection.

N/A

(Lump Sum)

5 9 Tension Anchors: In accordance with the drawings and specifications, the Contractor shall install tension anchors at each pile bent.

$_______/EA

(Lump Sum)

6 ±40 LF

Seawall Type 1: In accordance with the drawings and specifications, the Contractor shall demolish the existing seawall in the locations marked Type 1 including any required excavations and shall install the new seawall in that location, including but not limited to, gravel layer with geotextile fabric, reinforcing, concrete, concrete finish, and backfill.

$_______/LF

±40LF

Seawall Type 2: In accordance with the drawings and specifications, the Contractor shall demolish the existing seawall in the locations marked Type 2 including any required excavations and shall install the new seawall in that location, including but

$_______/LF

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

not limited to, gravel layer with geotextile fabric, reinforcing, concrete, concrete finish, and backfill.

8 ±25 LF

Seawall Type 3: In accordance with the drawings and specifications, the Contractor shall demolish the existing seawall in the locations marked Type 3 including any required excavations and shall install the new seawall in that location, including but not limited to, gravel layer with geotextile fabric, reinforcing, concrete, concrete finish, and backfill.

$_______/LF

(Lump Sum)

9 ±97 LF

Cap Area A Replacement: In accordance with the drawings and specifications, the Contractor shall demolish the existing seawall cap and install replacement cap. The replacement shall include but is not limited to, resetting upper layer of stones, doweled and horizontal reinforcing, concrete placement and finish.

$_______/LF

(Lump Sum)

10 ±72 LF

Cap Area B Replacement: In accordance with the drawings and specifications, the Contractor shall demolish the existing seawall cap and install replacement cap. The replacement shall include but is not limited to, resetting upper layer of stones, doweled and horizontal reinforcing, concrete placement and finish.

$_______/LF

(Lump Sum)

11 ±48 LF

Cap Area C Replacement: In accordance with the drawings and specifications, the Contractor shall demolish the existing seawall cap and install replacement cap. The replacement shall include but is not limited to, resetting upper layer of stones, doweled and horizontal reinforcing, concrete placement and finish.

$_______/LF

(Lump Sum)

12 ±115 LF

Revetment: In accordance with the drawings and specifications, the Contractor shall reinstall revetment with the additional imported stone to design lines & grades.

$_______/LF

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

13 ±268 LF

Seawall Chinking: In accordance with the drawings and specifications, the Contractor shall chink voids within the dry stacked stone sections of wall.

$_______/LF

(Lump Sum)

14 N/A

Site Restoration: In accordance with the drawings and specifications, the Contractor shall regrade the upland area adjacent to the seawall and restore any areas at the site impacted by construction to pre-existing conditions including but not limited to final backfill and grading, seeding or sod installation, replacing concrete pads for benches, and reinstalling benches.

N/A

Waterfront Improvement Base Bid Total:

ARTICLE 4 – ALTERNATE BID ITEMS

4.01 The Alternate Bid Items shall include the cost of materials, labor and equipment, including overhead and profit necessary to complete the work to the Owner’s satisfaction. This includes, but is not limited to, temporary work, submittals, subcontractors, and other efforts required to affect the work. It also includes all materials, labor, and equipment for incidental work associated with the installation of the item, such as hardware, welding, curing and protection, and any other item implicit to the proper installation of the item subject to the acceptance by the Owner. The cost in the Alternate Bid Items shall include the quantities reflected in the Bid Documents.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

ALTERNATE BID ITEMS

Alternate Contract Item No.

Estimated Quantity

Description of Work

Unit Cost

Total Cost

TBD

Pile Tension Test: Contractor shall perform a pile tension test to determine if required tension can be achieved in existing soils.

Each $______ / Each

TBD

Tension Anchors: If tension tests are to be performed, with acceptable results as determined by the engineer, the cost of the installation of tension anchors in applicable locations shall be deducted from the total base bid.

Each

$_______ / Each

25 LF

Seawall Type 3: Contractor shall provide cost for deduction of the Type 3 Seawall.

The work required for this section of wall shall be deducted from project scope.

A cost deduction will be applied to the total base bid.

$_______/LF $_________

(Lump Sum Deduction)

48 LF

Cap Area C Replacement: Contractor shall provide cost for deduction of the Cap Area C replacement. The work required for this section of wall shall be deducted from project scope. A cost deduction will be applied to the total base bid.

$_______/LF $_________

(Lump Sum Deduction)

ARTICLE 5—TIME OF COMPLETION

5.01 The project completion schedule will be based on the anticipated schedule and an agreed upon date between both parties (Contractor and Owner). It is anticipated that the work will start in Fall 2025 and be completed within 3 months of the start date.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

ARTICLE 6—BIDDER’S ACKNOWLEDGEMENTS: ACCEPTANCE PERIOD, INSTRUCTIONS, AND RECEIPT OF

ADDENDA

6.01 Bid Acceptance Period

A. This Bid will remain subject to acceptance for 30 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner.

6.02 Instructions to Bidders

A. Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security.

6.03 Receipt of Addenda

A. Bidder hereby acknowledges receipt of the following Addenda:

Addendum Number Addendum Date

ARTICLE 7—BIDDER’S REPRESENTATIONS AND CERTIFICATIONS

7.01 Bidder’s Representations

A. In submitting this Bid, Bidder represents the following:

1. Bidder has examined and carefully studied the Bidding Documents, including Addenda.

2. Bidder has visited the Site, conducted a thorough visual examination of the Site and adjacent areas, and become familiar with the general, local, and Site conditions that may affect cost, progress, and performance of the Work.

3. Bidder is familiar with all Laws and Regulations that may affect cost, progress, and performance of the Work.

4. Bidder has carefully studied the reports of explorations and tests of subsurface conditions at or adjacent to the Site and the drawings of physical conditions relating to existing surface or subsurface structures at the Site that have been identified in the Supplementary Conditions, with respect to the Technical Data in such reports and drawings.

5. Bidder has carefully studied the reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site that have been identified in the Supplementary Conditions, with respect to Technical Data in such reports and drawings.

6. Bidder has considered the information known to Bidder itself; 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 Technical Data identified in the Supplementary Conditions or by definition, with respect to the effect of such information, observations, and Technical Data on (a) the cost, progress, and performance of the Work; (b) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, if selected as Contractor; and

(c) Bidder’s (Contractor’s) safety precautions and programs.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

7. Based on the information and observations referred to in the preceding paragraph, Bidder agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract.

8. 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.

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

10. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work.

11. The submission of this Bid constitutes an incontrovertible representation by Bidder that without exception the Bid and all prices in the Bid are premised upon performing and furnishing the Work required by the Bidding Documents.

7.02 Bidder’s Certifications

A. The Bidder certifies the following:

1. 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.

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

3. Bidder has not solicited or induced any individual or entity to refrain from bidding.

4. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 6.02.A:

a. 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.

b. 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.

c. 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.

d. 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.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

BIDDER hereby submits this Bid as set forth above:

Bidder:

(typed or printed name of organization)

By:

(individual’s signature)

Name:

(typed or printed)

Title:

(typed or printed)

Date:

(typed or printed)

If Bidder is a corporation, a partnership, or a joint venture, attach evidence of authority to sign.

Attest:

(individual’s signature)

Name:

(typed or printed)

Title:

(typed or printed)

Date:

(typed or printed)

Address for giving notices:

Bidder’s Contact:

Name:

(typed or printed)

Title:

(typed or printed)

Phone:

Email:

Address:

Bidder’s Contractor License No.: (if applicable)