South Nunneley and Little Mack Water Main & Paving - South Nunneley and Little Mack (Kemp to McKishnie) Water Main & Paving

In order to provide Clinton Township with contractors and subcontractors who will carry out the work in a timely and satisfactory manner, an approved prequalification for the following categories must be on file with the Township prior to the bid opening.

• Water main replacement in an existing residential or commercially developed area.
• Storm sewer construction in an existing residential or commercially developed area
• Horizontal Directional Drilling for water main or low pressure sewers
• Pavement replacement/ rehabilitation of roadways or parking lots (if paving contractor is bidding as a prime contractor).*
   
  *All proposed paving contractors & subcontractors must meet MCDoR paving contractor qualification requirements.
   
  The qualifications for the general contractor and all subcontractors to be used on the project will be reviewed on the basis of the proposed bidder’s past performance on work of a similar nature for Clinton Township and other owners. For this particular project, prequalification packages must be received by the Water & Sewer Division no later than 5 business days prior to the bid opening. Contact Anderson, Eckstein & Westrick to obtain submittal requirements for all prequalification categories.
   
  DESCRIPTION OF WORK
  The Contractor shall furnish all materials, labor and equipment necessary and incidental to complete the Work as set forth in this bid advertisement in accordance with the Charter Township of Clinton standards. These principal items include, but are not limited to:
   
  S. Nunneley:
  Water Main, Abandon                                                                                                   3654     Ft
  Water Main, HDPE (SDR11), 20 inch, Directional Drill                                        565       Ft
  Water Main, HDPE (SDR11), 10 inch, Directional Drill                                        234       Ft
  Water Main, DI, 8 inch, Tr Det G                                                                                139       Ft
  Water Main, DI, 12 inch, Tr Det G                                                                             37          Ft
  Water Main, DI, 16 inch, Tr Det G                                                                             3147     Ft
  Sewer, CSP, 12 inch, Tr Det Varies                                                                            828       Ft
  Sewer, CSP, 15 inch, Tr Det Varies                                                                             1181     Ft
  Sewer, Cl IV, 12 inch, Tr Det Varies                                                                           52          Ft
  Sidewalk , Rem                                                                                                                 500       Syd
  Pavt, Rem                                                                                                                          7772     Syd
  Driveway, Nonreinf Conc, 6 inch                                                                               546       Syd
  Driveway, Nonreinf Conc, 8 inch                                                                               201       Syd
  HMA, 5 E3, Modified Wearing (2.0 inch)                                                                800       Ton
  HMA, 4 E3, Modified Leveling (2.0 inch)                                                                 800       Ton
  HMA, 2 E3, Modified Base (4.0 inch) (2 Lifts)                                                         1600     Ton
  Little Mack:
  Water Main, Abandon                                                                                                  588       Ft
  Water Main, C-900 DR14, 8 inch, Tr Det G                                                              615       Ft
  Sidewalk , Rem                                                                                                                 119       Syd
  Pavt, Rem                                                                                                                           2298     Syd
  Aggregate Base, 6 inch, 21AA Limestone                                                                2481     Syd
  Driveway, Nonreinf, Conc, 6 inch                                                                              513       Syd
  Conc Pavt with Integral Curb, Nonreinf, 8 inch, Det 4A                                     1593     Syd
  HMA, 5 E3, Modified Wearing (2.0 inch)                                                                 20          Ton
  HMA, 4 E3, Modified Leveling (2.0 inch)                                                                 20          Ton
  HMA, 2 E3, Modified Base (4.0 inch) (2 Lifts)                                                        40          Ton
   
  PLANS AND SPECIFICATIONS
  Plans and specifications will be available on Bidnet (formerly the Michigan Inter-Governmental Trade Network (MITN)) by 8:00 am on Monday, April 29, 2019. Bids may be rejected unless made on the forms as included with the bidding documents.
   
  BID SUBMITTALS
  Bids shall be submitted on the forms provided by the Owner and shall be accompanied by a certified check or bid bond, payable to the Charter Township of Clinton for an amount equal to five percent (5%) of the total base bid price. An Insurance Acord meeting the requirements herein shall be submitted by all bidders. The accepted bidder shall be required to furnish a satisfactory performance bond, and labor and material bond in the amount of 100% of the contract price, and maintenance and guarantee bond of 100% for two years of the final contract price. The cost of the bonds will be paid by the accepted bidder.
   
  Each bidder agrees to waive any claim it has or may have against the Owner and their respective Employees, arising out of or in connection with the administration, evaluation, or recommendation of any bid.
   
  The Charter Township of Clinton reserves the right to accept or reject any or all bids, to award the agreement to other than the low proposal, to negotiate the terms and conditions of all and any part of the bids, to waive irregularities and/or formalities, and in general to make award in the manner as determined to be in the Township’s best interest and its sole discretion. Please contact Mr. Scott J. Chabot, PE from Anderson, Eckstein & Westrick, Inc. at (586) 726-1234 for any specific questions regarding this advertisement to bid. Bids shall remain firm for a period of ninety (90) days.
   
  The project shall commence immediately following a notice to proceed per these contract documents. This project shall be substantially completed on or before Thursday, October 31, 2019.