Lake Shore Drive NE Sidewalk Project

expired opportunity(Expired)
From: Bemidji(City)
23-08

Basic Details

started - 14 Aug, 2023 (8 months ago)

Start Date

14 Aug, 2023 (8 months ago)
due - 29 Aug, 2023 (8 months ago)

Due Date

29 Aug, 2023 (8 months ago)
Bid Notification

Type

Bid Notification
23-08

Identifier

23-08
City of Bemidji

Customer / Agency

City of Bemidji
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Public Works Facility  1351 5th Street NW  Bemidji, MN 56601 CITY OF BEMIDJI Lake Shore Drive NE Sidewalk Project August 18th, 2023 The City of Bemidji Engineering Department is requesting quotes for the Lake Shore Drive NE Sidewalk Project. Quotes should be either emailed to sam.anderson@ci.bemidji.mn.us, or mailed to or dropped off at the Public Works Facility – 1351 5th Street NW Bemidji, MN 56601 by Tuesday, August 29th, 2023 before 12:00 pm. The project shall be started on or after September 11th, 2023. The final completion date of the project is Friday October 6th, 2023 which includes all turf establishment. The scope of work is primarily site grading, gravel placement, and concrete installation. The Contractor will be expected to restore salvaged topsoil on disturbed areas and seed prior to completion date. Grass does not have to be fully established, but shall be seeded by the October 6th deadline. If you
have any questions or concerns about the project, please contact Sam Anderson, City Engineer, at (218) 333-1851 or email at sam.anderson@ci.bemidji.mn.us. Thank you in advance for your quote. 00400 - Page 1 of 2 Lake Shore Drive NE Sidewalk Project Quote Proposal Proposal of (herein-after called “Contractor”), organized and existing under the laws of the State of , doing business as (*) . (*) Insert “a corporation”, “a partnership” or “an individual” as applicable. Contractor hereby proposes to perform all work for the construction of the Lake Shore Drive NE Sidewalk Project in strict accordance with the Contract Documents, within the time set forth therein, and at the prices stated below. By submission of this Quote, each Contractor certifies, and in the case of a joint Quote, each party hereto certifies as to his own organization, that this Quote has been arrived at independently, without consultation, communication, or agreement as to any matter relating to this Quote with any other Contractor or with any competitor. Contractor hereby agrees to commence work under this contract on or after September 11th, 2023, and to fully complete the project on or before October 6th, 2023 in accordance with scheduling requirements on the cover letter. Bidder further agrees to pay as liquidated damages, a daily charge of $250 for each calendar day that the Work remains incomplete after the project end date expires. Contractor agrees to perform all the work described in the Contract Documents for the following unit prices: 00400 - Page 2 of 2 Lake Shore Drive NE Sidewalk Project SCHEDULE OF PRICES Lake Shore Drive NE Sidewalk Project City Project No. 23-08 SPEC Sidewalk Improvements Note: EST UNIT NO ITEM UNIT QTY PRICE AMOUNT 2521.518 4” CONCRETE WALK (2) SQ.FT. 1305 2531.503 CONCRETE CURB DESIGN V (3) LIN. FT. 64 2575.501 TURF ESTABLISHMENT (4) LUMP SUM 1 Total $ Note: (1) MOBILIZATION TO BE INCLUDED IN PAY ITEM PRICES. (2) 4” CONCRETE WALK PAY ITEM SHALL INLCUDE NECESSARY SITE GRADING, PLACEMENT OF 4” OF AGGREGATE BASE CLASS 5 (CLASS 5 GRAVEL) AND PLACEMENT OF MNDOT 3F52 CONCRETE. (3) REFER TO ATTACHED MNDOT STANDARD PLATE FOR DIMENSIONS FOR V CURB. (4) TURF ESTABLISHMENT PAY ITEM SHALL INCLUDE UP TO 10 YARDS OF IMPORTED TOPSOIL, SEED, AND WHATEVER MAINTENANCE IS REQUIRED TO GET THE GRASS TO GROW. THE UNDERSIGNED also agrees as follows: 1. To complete all work as specified in the Plans. 2. Within ten (10) days after the contract is awarded to execute the contract and to furnish to the Owner satisfactory Performance Bond and Payment Bond guaranteeing the faithful performance of the work and payment of bills. 3. That this Quote cannot be withdrawn within sixty (60) calendar days after the scheduled time for receipt of bids. 4. That it is the understanding that the Owner may accept or reject any or all quotes. Respectfully submitted: Signature/Title Address Signature/Title Address License No. (If applicable) Phone Number N AutoCAD SHX Text P AutoCAD SHX Text P AutoCAD SHX Text P AutoCAD SHX Text P AutoCAD SHX Text P AutoCAD SHX Text P AutoCAD SHX Text City of AutoCAD SHX Text Bemidji AutoCAD SHX Text Engineering AutoCAD SHX Text Department AutoCAD SHX Text PROPOSED SIDEWALK EXHIBIT LAKE SHORE DR NE AutoCAD SHX Text DATE: 08/11/23 AutoCAD SHX Text SHEET: 1 of 1 AutoCAD SHX Text SCALE AutoCAD SHX Text 0 AutoCAD SHX Text 40 AutoCAD SHX Text 20 AutoCAD SHX Text 10 AutoCAD SHX Text 64 LF 8" DESIGN V CURB AutoCAD SHX Text EX TREE (TO BE REMOVED BY OTHERS) AutoCAD SHX Text 1,305 SF 4" CONC WALK AutoCAD SHX Text CROSS SECTION A-A AutoCAD SHX Text NO SCALE AutoCAD SHX Text A AutoCAD SHX Text A AutoCAD SHX Text 8" DESIGN V CURB (SEE STANDARD PLATE) AutoCAD SHX Text EX B618 CURB AutoCAD SHX Text EX B618 CURB AutoCAD SHX Text EX BIT AutoCAD SHX Text EX BIT AutoCAD SHX Text 4" CONC WALK AutoCAD SHX Text EX OTTERTAIL TRANSFORMER AutoCAD SHX Text EX BOARDWALK CONCRETE PLAZA AutoCAD SHX Text EX TREE (TO BE REMOVED BY OTHERS) AutoCAD SHX Text EX TREE (TO BE REMOVED BY OTHERS) AutoCAD SHX Text EX SIGNS (TO BE RELOCATED BY OTHERS) AutoCAD SHX Text EX SIGNS (TO BE RELOCATED BY OTHERS) AutoCAD SHX Text EX SIGNS (TO BE RELOCATED BY OTHERS) STANDARD PLATE NO. SPECIFICATION REFERENCE STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION 1 OF 2 H = 5 ’ ’ 1 2 ’ ’ H FOR 4’’ CURB ) 1-1/2’’ R. ( USE 1’’ R. 1 2 ’ ’ H 3 1 NO. DESIGN LIN. FT. PER CU. YDS. CU. YD. PER LIN. FT. CONCRETE A WIDTH CURB H HEIGHT CURB 7-3/8’’ 8’’ 8-5/8’’ 9’’ 9-3/8’’B10 B9 B8 B6 B4 10’’ 9’’ 8’’ 6’’ 4’’ 0.0294 0.0352 0.0414 0.0449 0.0485 34.0 28.4 24.2 22.3 20.6 NO. DESIGN LIN. FT. PER CU. YDS. CU. YD. PER LIN. FT. CONCRETE H HEIGHT CURB V10 V9 V8 V6 V4 10’’ 9’’ 8’’ 6’’ 4’’ 0.0247 0.0277 0.0308 0.0323 0.0338 40.5 36.1 32.5 31.0 29.6 NO. DESIGN LIN. FT. PER CU. YDS. CU. YD. PER LIN. FT. CONCRETE S5 0.0364 27.5 NOTE: ALL CURB SLOPE MEASUREMENTS ARE IN RELATION TO ADJACENT PAVEMENT SLOPE. DESIGN S DESIGN V DESIGN B CONCRETE CURB DESIGN B, DESIGN V, DESIGN S, DESIGN DR AND DESIGN BR 2531 1 - 1/ 2 B = 9 ’ ’ ’ R. 9 ’ ’ R. 1’ ’ R. ’ 1/ 2 ’’ 4 ’’ 6 ’ R. ’ 1/ 2 ’ R. ’ 1/ 2 1 A ’’ 6 ’ R. ’ 3 A -- ’’ A -- 1 1 - 1/ 2 7020K STATE DESIGN ENGINEER APPROVED JULY 25, 2011

317 4th Street NW  Bemidji, MN 56601Location

Address: 317 4th Street NW Bemidji, MN 56601

Country : United StatesState : Minnesota

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