Site work for a bridge / tunnel in Worthington, Minnesota. Completed plans call for site work for a bridge / tunnel.

Custom BT Processed Midwest Contracting, LLC - 279,996 A&C Excavating, LLC - 262,678 Henning Construction, Inc - 292,221 Total - 834895 For Pre-Cast Box Culvert Construction SAP 053-604-015, County Project No. 0412 SAP 053-615-021, County Project No. 1516 SAP 053-615-023, County Project No. 1517 SAP 053-620-011, County Project No. 2009 SAP 053-613-018, County Project 1313 SAP 053-615-022, County Project 1515 SAP 053-620-010, County Project 2008 SAP 053-598-015, County Project 5706 The Major items of work are: 130 SQ YD of CONCRETE PAVEMENT 8" HIGH-EARLY 2140 TONS of TYPE SP 9.5 WEARING COURSE MIX (2; B) 1665 TONS of TYPE SP 12.5 WEARING COURSE MIX (2; B) 2 EACH of 10X5 PRECAST CONCRETE BOX CULV END SECTION, TYPE 3 4 EACH of 10X6 PRECAST CONCRETE BOX CULV END SECTION, TYPE 1 6 EACH of 10X7 PRECAST CONCRETE BOX CULV END SECTION, TYPE 1 12 EACH of 10X8 PRECAST CONCRETE BOX CULV END SECTION, TYPE 1 2 EACH of 10X9 PRECAST CONCRETE BOX CULV END SECTION, TYPE 1 4 EACH of 14X9 PRECAST CONCRETE BOX CULV END SECTION, TYPE 1 4 EACH of 16X10 PRECAST CONCRETE BOX CULV END SECTION, TYPE 1 74 LIN FT of 10X5 PRECAST CONCRETE BOX CULVERT CL II 108 LIN FT of 10X6 PRECAST CONCRETE BOX CULVERT, CL I 162 LIN FT of 10X7 PRECAST CONCRETE BOX CULVERT, CL I 108 LIN FT of 10X8 PRECAST CONCRETE BOX CULVERT, CL I 264 LIN FT of 10X8 PRECAST CONCRETE BOX CULVERT, CL II 58 LIN FT of 10X9 PRECAST CONCRETE BOX CULVERT, CL II 180 LIN FT of 14X9 PRECAST CONCRETE BOX CULVERT, CL IV 88 LIN FT of 16X10 PRECAST CONCRETE BOX CULVERT, CL I Bids must be sealed, identified on the envelope and accompanied by a Bidder's Bond or Certified Check in an amount equal to at least 5% of the total bid made payable to the Nobles County Auditor-Treasurer of Nobles County, Minnesota. The County reserves the right to reject any or all bids and to waive any irregularities thereof. 1) C.S.A.H. 4 located between Section 22-T101N- R40W and Section 27-T101N-R40W, Sta. 3+75 to Sta. 6+00, being approximately 0.043 miles in length; as indicated in plans approved September 30, 2020; (S.A.P. 053-604-015, County Project 0412); 2) C.S.A.H. 13 located between Section 6-T102N- R41W and Section 5-T102N-R41W, Sta. 0+50 to Sta. 12+50, being approximately 0.227 miles in length; as indicated in plans approved April 4, 2019; (S.A.P. 053-613-018, County Project 1313); 3) C.S.A.H. 15 located between Section 33-T103N- R42W and Section 34-T103N-R42W, Sta. 4+00 to Sta. 6+00, being approximately 0.038 miles in length; as indicated in plans approved September 30, 2020; (S.A.P. 053-615-021, County Project 1516); 4) C.S.A.H. 15 located between Section 28-T103N- R42W and Section 27-T103N-R42W, Sta. 4+00 to Sta. 6+00, being approximately 0.038 miles in length; as indicated in plans approved September 30, 2020; (S.A.P. 053-615-022, County Project 1515); 5) C.S.A.H. 15 located between Section 3-T103N- R42W and Section 4-T103N-R42W, Sta. 2+50 to Sta. 7+50, being approximately 0.095 miles in length; as indicated in plans approved September 30, 2020; (S.A.P. 053-615-023, County Project 1517); 6) C.S.A.H. 20 located between Section 2-T104N- R43W and Section 11-T104N-R43W, Sta. 4+00 to Sta. 6+00, being approximately 0.038 miles in length; as indicated in plans approved October 1, 2020; (S.A.P. 053-620-010, County Project 2008); 7) C.S.A.H. 20 located between Section 6-T104N- R43W and Section 7-T104N-R43W, Sta. 3+00 to Sta. 7+00, being approximately 0.076 miles in length; as indicated in plans approved October 1, 2020; (S.A.P. 053-620-011, County Project 2009); 8) CO. RD. 57 located in Section 11-T101N- R40W, Sta. 3+50 to Sta. 6+15, being approximately 0.050 miles in length; as indicated in plans approved February 11, 2021;(S.A.P. 053-598-015, County Project 5706);