6-4. Bid Form.docx

BID FORM

STANSBURY PARK SERVICE AGENCY

SR-36 Sound Wall Trail

TABLE OF ARTICLES

Page

EJCDC C-410 Suggested Bid Form for Construction Contracts Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.

Page i Bid Recipient This Bid is submitted to:

Stansbury Park Service Agency #1 Country Club Dr. Suite 1 Stansbury Park, UT. 84074 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.

Bidder’s Acknowledgements Bidder accepts all of the terms and conditions of the Instructions to Bidders. This Bid will remain subject to acceptance for 30 days after the Bid opening or for such a longer period that the Bidder may agree to in writing upon request of the Owner.

Bidder’s Representations In submitting this Bid, Bidder represents that:

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

Signature of Bidder

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.

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.

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 in or relating to existing surface or subsurface structures at or contiguous to the Site.

Bidder has obtained and carefully studied (or accepts the consequences for not doing so) all additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of 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 to be employed by Bidder, and safety precautions and programs incident thereto.

Bidder does not consider that any 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 and in accordance with the other terms and conditions of the Bidding Documents.

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.

Bidder has correlated the information known to Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Bidding Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents.

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.

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.

Bidder will submit written evidence of its authority to do business in the state where the Project is located not later than the date of its execution of the Agreement.

The contractor understands that weekly phased construction reports will be given to Agency.

Further Representations Bidder further represents that:

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 agreement or rules of any group, association, organization, or corporation;

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

Bidder has not solicited or induced any individual or entity to refrain from bidding; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over Owner.

Basis of Bid Bidder acknowledges that estimated quantities are not guaranteed and are solely for the comparison of Bids and for the bidder’s convenience in preparing a bid. Quantities shall be verified by the bidder and shall be the responsibility of the bidder. Payment for all work will be based on the lump sum price proposed.

References Document 00 72 00: General Conditions Document 01 10 01: American Public Works Association Technical Specifications

BID SCHEDULE

Based on the quantities provided in the Bid Schedule the BIDDER is to provide a unit price for all labor, materials, equipment, tools, and any necessary incidentals to complete the item.

Payment Procedures, APWA 01 29 00.

Unit Price Amount is to include all work basic to the Contract and necessary to provide the unit complete.

The quantities and units are listed as follows:

BIDDER to provide a Unit Price for each item (unless it is a Lump Sum Item), a Total Amount for each item and a Bid Schedule Total Price both numerically and written form.

The Bidder agrees to furnish all materials, labor, equipment, tools, services, and all necessary incidentals for the completed construction work in the following Bid Schedule for the SR-36 Sound Wall Trail Project as detailed in the Specifications and Drawings for the unit and lump sum prices as described in this Article Section.

SR-36 Sound Wall Trail

SR-36 Sound Wall Trail-Alternate Design (Extra 250’ Section)

schedule of values Each Bidder is required to complete this section as part of the bid. The schedule of values in this section does not constitute the bid. Any incidental omission of items listed does not warrant a change order. Bidders are responsible to furnish the work in full as indicated in the plans and according to all specifications. The schedule of values shall only be used to evaluate the bids to calculate and determine progress and/or partial payments. Refusal to provide a schedule of values for the work may be considered a non-responsive bid.

All material testing to be done by the CONTRACTOR. The contractor to submit one digital copy and one hard copy to OWNER/OWNER’S REPRESENTATIVE.

SR-36 Sound Wall Trail Schedule of Values

Classification of Work Quantity Unit Unit Price

Amount

Roadway Improvements

Mobilization / Demobilization / Cleanup Lump Sum

Site Prep Lump Sum

ADA / Safety Lump Sum

Restoration Lump Sum

Weekly Progress Reports

Punchlist Completion

Materials Testing/ Quality Control Lump Sum

Trail Construction

Road Base (12”) 2,342 Cubic Yards

Asphalt Mix (3”) Cubic Yards

Concrete Sidewalk 1,236

SQ. FT.

Curb and Gutter Linear Feet

Sod 16,590

SQ. FT.

1/2” PVC Schedule 40 Irrigation Pipe Linear Feet

1” PVC Schedule 40 Irrigation Pipe Linear Feet

1-1/4” PVC Schedule 40 Irrigation Pipe Linear Feet

1-1/2” PVC Schedule 40 Irrigation Pipe Linear Feet

2” PVC Schedule 40 Irrigation Pipe Linear Feet

2-1/2” PVC Schedule 40 Irrigation Pipe Linear Feet

Rain bird 6504-PC, FC 04 Turf Rotor Pop-Up Sprinkler Head Each

Rain bird 6504-PC, FC 06 Turf Rotor Pop-Up Sprinkler Head Each

Rain bird 6504-PC, FC 08 Turf Rotor Pop-Up Sprinkler Head Each

Rain bird 6504-PC, FC 10 Turf Rotor Pop-Up Sprinkler Head Each

Rain bird 6504-PC, FC 12 Turf Rotor Pop-Up Sprinkler Head Each

Rain bird 6504-PC, FC 14 Turf Rotor Pop-Up Sprinkler Head Each

Rain Bird PEB-PRS-D 1-1/2” Irrigation Valve Each

Rain Bird PEB-PRS-D 2” Irrigation Valve Each

Utility Trenching Linear Feet

Rainbird WeatherTrak ET Pro 3 controller

EA

Electrical Sleeve Linear Feet

Rock Retaining Wall Lump Sum

Stabilization of Existing Rock Wall Lump Sum

Earthwork /Drainage Lump Sum

Roadway Improvements

Pavement Markings Linear Feet

Signs Each

F-Shape Barrier Each

TOTAL = $

Written As:

6.03 SR-36 Sound Wall Trail-Alternate Design (Extra 250’ Section) Note: Quantities of the Schedule of values below shows the total quantity of materials needed including the SR-36 Sound Wall Trail and additional materials needed for this alternate design.

Schedule of Values

Classification of Work Quantity Unit

Unit Price

Amount

Miscellaneous Items

Mobilization / Demobilization / Cleanup Lump Sum

Site Prep Lump Sum

ADA / Safety Lump Sum

Restoration Lump Sum

Weekly Progress Reports

Punchlist Completion

Materials Testing/Quality Control Lump Sum

Trail Construction

Road Base (12”) 2,471 Cubic Yards

Asphalt Mix (3”) Cubic Yards

Concrete Sidewalk 1,236

SQ. FT.

Curb and Gutter Linear Feet

Sod 17,550

SQ. FT.

1” PVC Schedule 40 Irrigation Pipe Linear Feet

1-1/4” PVC Schedule 40 Irrigation Pipe Linear Feet

1-1/2” PVC Schedule 40 Irrigation Pipe Linear Feet

2” PVC Schedule 40 Irrigation Pipe Linear Feet

2-1/2” PVC Schedule 40 Irrigation Pipe Linear Feet

Rain bird 6504-PC, FC 04 Turf Rotor Pop-Up Sprinkler Head Each

Rain bird 6504-PC, FC 06 Turf Rotor Pop-Up Sprinkler Head Each

Rain bird 6504-PC, FC 08 Turf Rotor Pop-Up Sprinkler Head Each

Rain bird 6504-PC, FC 10 Turf Rotor Pop-Up Sprinkler Head Each

Rain bird 6504-PC, FC 12 Turf Rotor Pop-Up Sprinkler Head Each

Rain bird 6504-PC, FC 14 Turf Rotor Pop-Up Sprinkler Head Each

Rain Bird PEB-PRS-D 1-1/2” Irrigation Valve Each

Rain Bird PEB-PRS-D 2” Irrigation Valve Each

Utility Trenching Linear Feet

Rainbird WeatherTrak ET Pro 3 controller

EA

Irrigation Sleeve Linear Feet

Electrical Sleeve Linear Feet

Rock Retaining Wall Lump Sum

Stabilization of Existing Rock Wall Lump Sum

Earthwork / Drainage Lump Sum

Roadway Improvements

Pavement Markings Linear Feet

Signs Each

F-Shape Barrier Each

TOTAL = $

Written As:

ABOVE PROPOSALS ARE HEREBY RESPECTFULLY SUBMITTED BY:

Email Address

G. For the applicable described project(s) in paragraph 6.02 & 6.03, the change order fee will be determined by following instructions in C-700 General Conditions, Article 12, paragraph 12.01.C.1 through 12.02.C.2f.

MISCELANEOUS ITEMS

Bid price covers cost of mobilization, demobilization, installation of temporary facilities, and bringing all necessary construction equipment to site as well as the post construction cleanup.

Payment on a Lump Sum basis.

A. Bid price covers cost of equipment and manpower for removal of roots, tree debris, clearing the site.

B. Bid price covers cost of equipment for noise control, dust and mud control, surface water control, pollution control, and any erosion control measures.

C. Payment is on a Lump Sum basis.

6.07 ADA / SAFETY (Bid Item No. 3 and 39)

APWA SECTION 01 43 40

A. Bid price covers cost to enforce work site safety plan including protecting ENGINEER’s personnel, the general public, and environment per state or federal laws and regulations.

B. Payment is on a Lump Sum basis.

6.8 RESTORATION (Bid Item No. 4 and 40)

APWA SECTION 01 74 13

A. Bid price covers cost of any cleaning materials and disposal of waste materials, debris, and rubbish. Includes costs associated with cleaning before final inspection.

B. Payment is on a Lump Sum basis.

6.9 WEEKLY PROGRESS REPORTS (Bid Item No. 5 and 41)

APWA SECTION 01 32 16

A. This value is not a direct cost to the contractor.

B. Payment installments will be based on milestones.

C. The Agency will withhold payment installments for the duration of the project if weekly reports are not provided by the end of every week.

6.10 PUNCHLIST COMPLETION (Bid Item No. 6 and 42)

APWA SECTION 01 78 50

A. This value is not a direct cost to the Contractor. Contractor will coordinate with the Agency for a final walkthrough to ensure any outstanding deficiencies (minor or major) are fixed.

B. Final payments will not be dispersed until the final punch list and walkthrough are completed and agreed on between both parties.

6.11 MATERIALS TESTING/QUALITY CONTROL (Bid Item No. 7 and 43)

APWA SECTION 01 45 00

A. Contractor to ensure all materials testing complies with industry standards.

B. Contractor responsible for submittals before and during construction.

C. Submittals to include one digital copy and one physical copy to owner.

D. Bid price covers cost of testing, materials, and submittal documentation.

E. Payment is on a Lump Sum basis.

TRAIL CONSTRUCTION

0. Measured on a cubic yard basis.

0. Bid price covers the cost of the work and materials of:

0. Mix design and testing.

0. Hauling, loading, and transportation of material to site.

0. Placement of concrete mix as directed by OWNER/OWNER’S RESPRESENTATIVE.

C. Payment is on a Per Cubic Yard basis.

0. Measured on a cubic yard basis.

0. Bid price covers the cost of the work and materials of:

0. Mix design and testing.

0. Hauling, loading, and transportation of the material to site.

0. Placement of concrete mix as directed by OWNER/OWNER’S REPRESENTATIVE.

C. Payment is on a Per Cubic Yard basis.

0. Bid price covers cost of concrete mix including associated materials, testing, preparation, delivery, placement, protection and repairs.

0. Bid price includes materials, accessories, inspections and quality control for framework, bracings, and stripping form work.

0. Payment on a Per Square Foot basis.

0. Bid price covers cost of concrete mix including associated materials, testing, preparation, delivery, placement, protection and repairs.

0. Bid price includes costs associated with construction equipment as directed by OWNER/OWNER’S REPRESENTATIVE.

0. Payment on a Per Linear Foot basis.

0. Bid price covers cost associated with site preparation, protection, layout, backfilling, compaction, and cleaning.

0. Bid price also includes cost of delivery, storage, handling of seed, sod and topsoil.

0. Payment on a Per Square Foot basis.

0. Bid price covers cost of pipe material including and couplings, fittings and joints; shipping and handling and storage.

0. Bid price also includes costs associated with delivery, storage, and handling of PVC pipe as directed by OWNER/OWNER’S REPRESENTATIVE.

0. Payment on a Per Linear Foot basis.

0. Bid price covers cost of materials including and couplings, fittings and joints; shipping and handling and storage.

0. Bid price also includes costs associated with delivery, storage, and handling of sprinkler head as directed by OWNER/OWNER’S REPRESENTATIVE.

0. Payment on a Per Each basis.

0. Bid price covers cost of valve materials including and couplings, fittings and joints; shipping and handling and storage.

0. Bid price also includes costs associated with delivery, storage, and handling of irrigation valve as directed by OWNER/OWNER’S REPRESENTATIVE.

C. Payment on a Per Each basis.

0. Bid price covers cost of excavation of existing materials and proper disposal.

0. Bid price also includes costs associated with backfill material, delivery, preparation, finishing, and cleaning as directed by OWNER/OWNER’S REPRESENTATIVE.

C. Payment on a Per Linear Feet basis.

0. Bid price covers cost of materials including controller, parts and installation.

0. Bid price also includes costs associated with delivery, storage, and handling of controller as directed by OWNER/OWNER’S REPRESENTATIVE.

C. Payment on a Per Each basis.

0. Bid price covers cost of site preparation, layout and placement of rock retaining wall ensuring rocks are keyed together and filling irregularities.

0. Bid price also includes costs associated with delivery, storage, and handling of geotextile materials to ensure stabilization of rock wall.

0. Payment on a Lump Sum basis.

0. Bid price covers cost of design of protective systems used, materials and preparation, installation and removal of support systems used.

0. Bid price also includes costs associated with stability and protection of existing rock wall.

0. Payment on a Lump Sum basis.

0. Bid price covers cost of common fill material including shipping, quality assurance and acceptance.

0. Payment on a Lump Sum basis.

0. Bid price covers cost of materials and accessories including pipes and sleeve

0. Bid price also includes cost of excavation, installation, assembly, backfilling, testing and field quality control.

0. Payment on a Per Linear Foot basis.

0. Bid price covers cost of conduit, tubing, and accessories including sleeve.

0. Bid price also covers cost of preparation, and installation.

0. Payment on a Per Linear Foot basis.

ROADWAY IMPROVEMENTS

0. Bid price covers cost of installation, of any paint, Pre-Formed thermos-Plastic Markings Per UDOT and MUTCD Standards for heat tape, including all equipment, manpower, materials, tools, any incidentals and cleanup.

0. Payment will be on a Per Linear Foot basis.

0. Bid price covers cost of materials, colors and format, preparation, installation and workmanship of signs.

0. Payment on a Per Each basis.

6.29 F-SHAPE BARRIER (Bid Item No. 35 and 70)

0. Bid price covers cost of materials, shipping and handling, labor and placement of barriers.

0. Payment on a Per Each basis.

Time of Completion Bidder agrees that the Work will be substantially complete and will be completed and ready for final payment in accordance with Paragraph 14.07.B of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement.

Attachments To This Bid The following documents are made a condition of, and required to accompany this Bid:

Section C-410 M, Bid Form Supplemental (Use standard forms per section C-410 M Bid Form Supplemental) Affidavit of Non-Collusion (Use standard form C-420 S) Defined Terms 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 Bid Submittal This Bid submitted by:

If Bidder is:

An Individual

Name (typed or printed):

By: (SEAL) (Individual’s signature)

Doing business as:

A Partnership

Partnership Name: (SEAL)

By:

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

Name (typed or printed):

A Corporation

Corporation Name: (SEAL)

State of Incorporation:

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

By:

(Signature – attach evidence of authority to sign)

Name (typed or printed):

Title:

(CORPORATE SEAL)

Attest:

(Signature of Corporate Secretary)

Date of Qualification to do business in ________________ [State Where Project is Located] is ____\____\____.

A Joint Venture

Name of Joint Venturer:

First Joint Venturer Name: (SEAL)

By:

(Signature of first joint venture partner – attach evidence of authority to sign)

Name (typed or printed):

Title:

Second Joint Venturer Name: (SEAL)

By:

(Signature of second joint venture partner – attach evidence of authority to sign)

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.)

Bidder’s Business address:

Phone: Facsimile:

Submitted on ______________________________, 20_____.

State Contractor License No. ________________. (If applicable)

PAGE INTENTIONALLY LEFT BLANK

EJCDC C-410 Bid Form Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.

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