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Bid Title: Jack Powell Development Improvements.
Category: Bid Opportunities
Status: Closed

Description:

ADVERTISEMENT FOR BIDS

The City of Vermillion, South Dakota is requesting Sealed Bids for the construction of the following Project: Jack Powell Development Improvements. The Project includes the following Work:  

The major quantities for the base bid are 1 LS of Mobilization; 488 SqFt of Traffic Control Signs; 1 LS of Traffic Control, Miscellaneous; 55 EA of Type 3 Barricade, 8’ Double Sided; 20 Hr of Sweeping; 40,200 CuYd of Strip and Stockpile Topsoil; 40,200 CuYd of Placing Stockpiled Topsoil; 750 Lb of Seeding – Boulevard Mix; 957 Lb of Seeding – Detention Pond Mix; 2,410 Lb of Seeding – Lot Mix; 10,975 Lb of Fertilizing; 1 LS of Weed Control; 34 Ton of Hydro-Mulching; 21,130 SqYd of Erosion Control Blanket; 2,844 LF of Silt Fence; 24 EA of Inlet Sediment Control Device; 3 EA of Temporary Vehicle Tracking Control; 2 EA of Concrete Washout Area; 15 EA of Manhole Construction Plate Marker; 32 EA of Clear and Grub Tree; 18 EA of Remove and Reset Sign; 5 EA of Remove and Reset Existing Mailbox; 1,374 LF of Remove and Dispose Barbwire Fence; 1,635 LF of Remove Concrete Curb and Gutter; 5,132 SqYd of Remove Asphalt Concrete Pavement; 989 SqYd of Remove Concrete Pavement; 70 SqYd of Remove Concrete Sidewalk; 1 Each of Remove and Salvage Drop Inlet Casting; 127 LF of Saw Existing Asphalt; 532 LF of Saw Existing Concrete; 500 Ton of Trench Stabilization Material; 500 Ton of Imported Trench Backfill Material; 45,800 CuYd of Unclassified Excavation – Site Grading; 1,1750 CuYd of Unclassified Excavation – Roadway; 170 CuYd of Unclassified Excavation, Digouts; 30 EA of Compaction – Moisture Density Tests; 100 SqYd of Geotextile Fabric for Subgrade Stabilization; 154,122 SqFt of Cement Treated Subgrade; 490 Ton of Portland Cement; 1 EA of Remove Valve Box; 42 LF of Remove Water Main; 1 EA of Remove Fire Hydrant; 112 LF of 4” Watermain; 1,318 LF of 6” Watermain; 3 LF of 10” Watermain; 3 EA of 4” MJ Gate Valve & Box W/ Joint Restraints; 8 EA of 6” MJ Gate Valve & Box W/ Joint Restraints; 8 EA of Adjustment of Valve Box; 8 EA of 6” MJ Bend (45 Degree) W/ Joint Restraints; 1 EA of 6” MJ Bend (22.5 Degree) W/Joint Restraints; 2 EA of 6” MJ Bend (11.25 Degree) W/Joint Restraints; 3 EA of 4” MJ Plug W/Joint Restraints; 2 EA of 6” MJ Plug W/Joint Restraints; 3 EA of 6”x4” MJ Tee W/Joint Restraints; 5 EA of 6”x6” MJ Tee W/Joint Restraints; 4 EA of 6” Foster Adapter; 1 EA of 10”x10” MJ Tee W/Joint Restraints; 1 EA of 10”x6” MJ Reducer W/Joint Restraints; 2 EA of 6” MJ Sleeve W/Joint Restraints; 5 EA of Cut and Tie To Existing Watermain; 40 LF of 12” Watermain Encasement; 13 EA of 6”x1” Water Service Saddle Tap & Corp; 13 EA of 1” Water Service Curb Stop & Box; 162 LF of 1” Water Service Piping; 1,599 LF of Tracer Wire – Water; 3 EA of Fire Hydrant W/Joint Restraints; 10 EA of Remove Drop Inlet; 1 EA of Remove Storm Sewer Manhole; 1,372 LF of Remove Storm Sewer Pipe; 708 LF of 18” RCP Class 3, Furnish; 708 LF of 18” RCP, Install; 63 LF of 18” ARCH Class 3, Furnish; 63 LF of 18” ARCH, Install; 30 LF of 24” ARCH Class 3, Furnish; 30 LF of 24” ARCH, Install; 111 LF of 30” RCP Class 3, Furnish; 111 LF of 30” RCP, Install; 82 LF of 36” RCP Class 3, Furnish; 82 LF of 36” RCP, Install; 467 LF of 48” RCP Class 3, Furnish; 467 LF of 48” RCP, Install; 6 EA of SDDOT Type B Inlet W/Frame & Grate; 3 EA of SDDOT Type S Inlet W/Frame & Lid (4’x11’); 1 EA of SDDOT Type S Inlet W/Frame & Lid (7’x11’); 2 EA of SDDOT Type B Special Inlet W/Frame & Grate (5.5’x5.5’); 2 EA of SDDOT Type B Special Inlet W/Frame & Grate (3‘x4’); 2 EA 18” RCP Flared Ends Class 3; 1 EA of 24” ARCH RCP Flared Ends Class 3; 1 EA of 30” RCP Flared Ends Class 3; 48” RCP Flared Ends Class 3; 1 EA of 60” Dia Storm Sewer Manhole; 1 Each of Area Inlet Frame and Grate; 642 Ton of RipRap, SDDOT Class B; 2 EA of Remove Sanitary Sewer Manhole; 531 LF of 4” Dia Gravity Sewer Pipe; 66 LF of 6” Dia Gravity Sewer Pipe; 694 LF of 8” Dia Gravity Sewer Pipe; 2,700 LF of 10” Dia Gravity Sewer Pipe; 8 EA of 8”x4” Sanitary Sewer Service Connection; 7 EA of 10”x4” Sanitary Sewer Service Connection; 2 EA of 10”x6” Sanitary Sewer Service Connection; 8 EA of 48” Dia Sanitary Sewer Manhole; 16 EA 4” Sanitary Clean Out; 2 EA of 6” Sanitary Cleanout; 1 EA of 10” Sanitary Clean Out; 60 VF of Additional Vertical Feet Manhole; 1 EA of Connect to Existing Sanitary Sewer Manhole; 3 EA of Connect to Existing Sanitary Sewer Pipe; 13 EA of Adjustment of Manhole & Cover; 4,092 LF of Tracer Wire – Sanitary; 6,810 Ton of Base Course; 681 Ton of Subbase Foundation Aggregate; 4,783 SqYd of 4” Asphalt Concrete; 5 EA of Asphalt Concrete Sampling & Testing; 9,749 SqYd of 8” PCC Pavement; 7,965 EA of Dowel Bar Assembly; 182 EA of Insert #5 Steel Tie Bar in PCC Pavement; 118 EA of Insert Steel Dowel in PCC Pavement; 40 LF of 4W Pavement Marking Paint; 80 LF of 4Y Pavement Marking Paint; 37 LF of 12W Pavement Marking Paint; 2 EA of Pavement Marking Symbol, Painted; 2 EA of 30” Stop Sign & Pole; 25 SqYd of PCC Approach Pavement, 6” Thick; 25 SqYd of Reinforced PCC Approach Pavement, 8” Thick; 294 SqYd of Concrete Fillet Section, 8” Thick; 5,260 LF of Concrete Curb & Gutter; 103 SqYd of 4’ Concrete Valley Gutter, 6” Thick; 219 SqYd of 8’ Concrete Valley Gutter, 8” Thick; 33,044 SqFt of 4” Concrete Sidewalk; 27 EA of Concrete Sampling & Testing; 232 of Type B Detectable Warnings; and

The major quantities for the bid alternate are Deduct 439 CuYd of Placing Stockpiled Topsoil; Deduct 285 Lb of Seeding – Boulevard Mix; Deduct 313 Lb of Fertilizing; Deduct 1 Ton of Hydro-Mulching; 43,286 SqFt of Cement Treated Subgrade; 137 Ton of Portland Cement; 1083 LF of 6” Watermain; 4 EA of 6” MJ Gate Valve & Box W/Joint Restraints; 2 EA of 6" MJ Bend (45 Degree) W/Joint Restraints; 1 EA of 6” MJ Plug W/Joint Restraints; 3 EA of 6”x6” MJ Tee W/Joint Restraints; 2 EA of 6” Foster Adapter; 1 EA of Cut & Tie To Existing Watermain; 19 EA of 6”x1” Water Service Saddle Tap & Corp; 19 EA of 1” Water Service Curb Stop & Box; 466 LF of 1” Water Service Piping; 1549 LF of Tracer Wire – Water; 2 EA of Fire Hydrant W/Joint Restraints; 627 LF of 4” Dia Gravity Sewer Pipe; 119 LF of 8” Dia Gravity Sewer Pipe; 613 LF of 10” Dia Gravity Sewer Pipe; 1 EA of 8”x4” Sanitary Sewer Service Connection; 18 EA of 10”x4” Sanitary Sewer Service Connection; 3 EA of 48” Dia Sanitary Sewer Manhole; 19 EA of 4” Sanitary Clean Out; 1 VF of Additional Vertical Feet Manhole; 3 EA of Adjustment of Manhole & Cover; 1359 LF of Tracer Wire – Sanitary; 1920 Ton of Base Course; 192 Ton of Subbase Foundation Aggregate; 192 Ton of Subbase Foundation Aggregate; 3989 SqYd of 8” PCC Pavement; 3230 EA of Dowel Bar Assembly; 2112 LF of Concrete Curb & Gutter; 10558 SqFt of 4” Concrete Sidewalk.

The Bids must be prepared on the bid form supplied in the Bidding Documents and filed with the City Engineer located at Vermillion City Hall, 25 Center Street, Vermillion, SD 57069 not later than 2:00 pm local time, Wednesday, February 21, 2024, at which time and place all Bids will be publicly opened and read aloud in the presence of the Bidders and their representatives. No bids will be received after the specified hour and date, and Bids which are not prepared and filed in accordance with “Instructions to Bidders” may be rejected.  The bids will be acted upon by the City Council at City Hall located at 25 Center Street on the 4th day of March 2024, at 7:00 p.m.

Each Bid must be submitted in a sealed envelope.   Each sealed envelope containing a Bid must be plainly marked on the outside as Bid for Jack Powell Development Improvements.  The envelope should also bear on the outside the name and address of the Bidder.  If forwarded by mail or other delivery system, the sealed envelope containing the Bid must be sealed in another envelope, with the notation “Bid Enclosed” on the face thereof, and addressed to City Engineer located at Vermillion City Hall, 25 Center Street, Vermillion, SD 57069.

The Issuing Office for the Bidding Documents is:

City of Vermillion

Vermillion City Hall

25 Center Street

Vermillion, SD 57069

(605) 677-7050

Prospective Bidders may obtain an electronic copy of the Bidding Documents or examine the Bidding Documents at the Issuing Office.  Partial sets of Bidding Documents will not be available from the Issuing Office. Neither Owner nor Engineer will be responsible for full or partial sets of Bidding Documents, including addenda, if any, obtained from sources other than the Issuing Office.

Upon request, in accordance with South Dakota Codified Law 5-18B-1, one paper copy of Bidding Documents shall be furnished, without charge, to each prime contractor resident in South Dakota who intends, in good faith, to submit a bid to the Owner.  Additionally, if a paper copy is provided under the conditions of SDCL 5-18B-1, in consideration of the documents being provided at no charge, unsuccessful bidders agree to return the documents to the Issuing Office within thirty (30) days after the bid opening.

All official notifications, addenda, and other Bidding Documents will be emailed. 

The Bidder to whom the contract is awarded will be required to furnish a construction performance bond and a construction payment bond to the Owner in the amount of one hundred percent (100%) of the contract award for each bond, in conformance with the requirements of the Contract Documents.  The construction performance bond and construction payment bond shall remain in full force until the completion of the Contract as specified in the General Conditions.

All bids must be accompanied by a Bid security.   Bid security will take the form of a bid bond in an amount of ten percent (10%) of the Bidder's maximum Bid price or a cashier's or certified check made payable to Owner in an amount of five percent (5%) of the Bidder's maximum Bid price. The Bid security will be retained by the Owner as liquidated damages if the successful bidder refuses or fails to enter into an Agreement within fifteen (15) days after Notice of Award or fails at time of executing the contract to furnish a construction performance bond and construction payment bond guaranteeing the faithful performance of the work.

Bids may not be withdrawn after the time fixed for opening them.  The Owner reserves the right to reject any and all bids, and to waive any irregularities therein.

A pre-bid conference will not be held. 

The low responsive bidder will be required to certify to compliance with the American Iron and Steel provision of the Consolidated Appropriations Act of 2014.  This certification form may be found on page AIS-21 of the State Revolving Fund (SRF) General Conditions and must be included in the bid proposal.  

Please be advised that waivers and exemptions from the American Iron and Steel provision that cite International Trade Agreements DO NOT comply with the Consolidated Appropriations Act of 2014 as it applies to the SRF programs.  Claims from suppliers that the American Iron and Steel provision does not apply to certain products based on the International Trade Agreement exemptions of the Consolidated Appropriations Act of 2014 will not be accepted.

Davis-Bacon and related acts provisions apply to this project.  All provisions relative to those acts must be met. Davis Bacon wage rates must be used.

The successful bidder— including any contractors and their subcontractors on the project, must be registered in SAM (System for Award Management).

The low responsive bidder must assure compliance with the requirements of Public Law 115-232, Section 889, Prohibition of Certain Telecommunications and Video Surveillance Services or Equipment.

NONDISCRIMINATION IN EMPLOYMENT

  1. Bidders on this work will be required to comply with Title 40 CFR 33 and Executive Order 12138 (WBE). The goals and other requirements for Bidders and Contractors under this regulation which concerns utilization of Disadvantaged/Minority Business Enterprises (DBE/MBE) and Women’s Business Enterprises (WBE) are explained in the Specifications. The MBE goal for this project is 1% of the total dollar value of the job while the WBE goal is 4% of the total dollar value of the job.
  2. Bidders on this work will be required to comply with the President's Executive Orders Nos. 11246 (Equal Employment) as amended, 11518 (Small Business Concerns), and 11625 (MBE) as amended.  The requirements for Bidders and Contractors under these orders are explained in the Specifications.
  3. The goal for female utilization which shall be included in all federal and federally assisted construction contracts and subcontracts in excess of $10,000 shall be 6.9%.  The goal for disadvantaged/minority utilization which shall be included in all federal and federally assisted construction contracts and subcontracts in excess of $10,000 shall be 1.2%. The goals are applicable to the Contractor's aggregate on-site construction workforce whether or not part of that workforce is performing work on a federal and federally assisted contract or subcontract.

Payment for all work shall be in cash based on monthly estimates.

Owner:  City of Vermillion

By:          Jose Dominguez, PE

Title:      City Engineer

Publish Date:       _February 2nd and 9th, 2024__ __

Published twice at the approximate cost of $_____________

 + + END OF ADVERTISEMENT FOR BIDS + +

Publication Date/Time:
2/2/2024 8:00 AM
Closing Date/Time:
2/21/2024 2:00 PM
Submittal Information:
No Electronic Submittals
Contact Person:
Jose Dominguez 605-677-7050

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