20250410_Addendum_1_withattachments.pdf

Bloomfield Hills Delhi Township Detroit Grand Rapids Howell Jackson Kalamazoo Traverse City Troy

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555 Hulet Drive Bloomfield Hills, MI 48302-0360

248-454-6300 www.hrcengr.com

ADDENDUM NO.1

To Specifications and Plans 2025 Retaining Wall Program

Bloomfield Township Oakland County, Michigan

ISSUED: April 10, 2025 HRC Job No. 20240175

This Addendum is issued prior to receipt of bids to provide for certain changes and clarifications to the Specifications and/or the Plans, as herein specified, and is hereby made a part of the Contract Documents and shall be taken into consideration in preparing Proposals. All other conditions remain the same. The following lists the extent of this Addendum. Descriptions of the changes or clarifications are given within each heading. The Bidder shall acknowledge the receipt of this Addendum by signing below and completing the Addenda section on page 9 of the Proposal (00300) of the project specifications. Failure to enclose Addendum No. 1 in the submission of bids may be justification for the bid proposal being rejected as non-responsive.

The following lists the extent of this Addendum. Description of the changes or clarifications are given within each heading:

1- CONTRACTOR QUESTIONS

• My question would be the following - with regard to trying to salvage the retaining wall block. If the caps are currently adhered to the block below, we have experienced the glue damaging the cap during removal and sometimes the block itself. It’s funny how some of this glue can bond. The cap is a universal cap which we can match dimensions and the original color. What will the process be if the cap is deemed unfit to re-install? New?

Same color but it will look different. All the retaining wall block is special order now and there is a minimum quantity of 1000 pcs. That makes it impossible to provide new block. But we can salvage block from other sites.

Response: The Township maintains a storage yard with additional 3-face retaining wall blocks and caps. Blocks and caps that are not suitable for re-use may be replaced with suitable blocks and caps from other retaining walls in this program or from the Township’s storage yard. The unsuitable blocks should be disposed of. It is important to note that Location 6, Kensington Rd @ 730 Ivy Lane, requires new flat-face blocks to be used in the retaining wall, due to observations that many existing blocks are expected to be unsuitable for salvage. The blocks that are suitable for salvage from that location are appropriate for use on any of the other retaining walls in the program.

2- SPECIFICATIONS

An updated Specification Section 00300 is included in this Addendum that reflects the RCOC permit costs allocated to each of the work areas included in this project.

3- PLANS

No changes in the plan.

4- PERMITS

Road Commission for Oakland County (RCOC) has approved the application for Permit No. 25-0086 for the work and required traffic control performed under this project. The permit application, fees, bond and insurance requirements are included in this addendum. The successful bidder will need to provide the permit fees, bonds and insurance required by RCOC in order to receive the permit for this project.

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Addendum No.1 April 10, 2025

HRC Job Number 20240175

SUMMARY

Addendum No. 1 has been issued in order to clarify, modify and add additional items to the original Bid Package. The Bidder shall acknowledge receipt of Addendum No. 1 by (1) signing in the location provided below and incorporating Addendum No. 1 with the submission of this bid, and (2) noting the addendum number and the date upon which the bidder signed that addendum, under the Addenda section on Page 9 of the Proposal (Specification Section 00300). Failure to include Addendum No. 1 and its attachments may result in the rejection of the bid.

Sincerely, HUBBELL, ROTH & CLARK, INC.

William J. West, PE Manager – Geotechnical & Materials

Attachments: Specification Section 00300 – Proposal RCOC Application and Approval Packet 25-0086 pc: Bloomfield Township, A. Kozlowski, C. Almas Prospective Bidders

Addendum No. 1 - Received and Acknowledged By:

Company:

Signature:

Printed Name:

Title:

Date:

CHARTER TOWNSHIP OF BLOOMFIELD PROPOSAL

2025 RETAINING WALL REPAIR PROGRAM 00300 / 1

Hubbell, Roth & Clark, Inc. Addendum No. 1

Job 20240175

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PROPOSAL

FOR

2025 RETAINING WALL REPAIR PROGRAM

CHARTER TOWNSHIP OF BLOOMFIELD

OAKLAND COUNTY, MICHIGAN

CHARTER TOWNSHIP OF BLOOMFIELD Bids Due: April 17, 2025

DAVE PAYNE PUBLIC SERVICES BUILDING On or Before 02:30 pm, Local Time

1153 EXETER ROAD HRC Job No. 20240175

BLOOMFIELD HILLS, MI 48302

To Prospective Bidders:

Name of Bidder:

Address:

Date: Telephone: Fax:

The above, as Bidder, hereby declares this bid is made in good faith without fraud or collusion with any persons bidding, and that the Drawings, Specifications, and all other information referenced in the Instructions to Bidders have been examined. Further, the Bidder is familiar with the location of the work described herein and is fully informed as to the nature of the work and the conditions relating to the performance of the Contract.

The Bidder acknowledges that no representations or warranties of any nature whatsoever have been received or are relied upon from the CHARTER TOWNSHIP OF BLOOMFIELD, its agents, or employees, as to any conditions to be encountered in accomplishing the work and that the bid is based solely upon the Bidder’s own independent judgment.

The above, as Bidder, hereby certifies that the Drawings, Specifications, and other data provided by the Owner for bidding purposes have been examined. Further, the undersigned certifies that the proposed construction methods have been reviewed and found acceptable for the conditions which can be anticipated from the information provided for bidding.

The Bidder hereby affirms that the site of work has been inspected and further declares that no charges in addition to the Individual Unit Prices shall be made on account of any job circumstances or field conditions which were present and/or ascertainable prior to the bidding. In addition, The Contractor, as such and as Bidder, shall make the determination as to existing soil conditions and shall also complete the work under whatever conditions created by the Contractor/Bidder’s sequence of construction, construction methods, or other conditions the

Contractor/Bidder may create, at no additional cost to the Owner.

The above, as Bidder, confirms knowledge of the location of the proposed 2025 RETAINING WALL REPAIR

PROGRAM and appurtenant construction in the CHARTER TOWNSHIP OF BLOOMFIELD, OAKLAND

County, Michigan, and the conditions under which it must be constructed; and also declares to have carefully examined the Drawings, Specifications, and Contract Documents which the Bidder understands and accepts as sufficient for the purpose of constructing said 2025 RETAIING WALL REPAIR PROGRAM and appurtenant work, and agrees to contract with the CHARTER TOWNSHIP OF BLOOMFIELD to furnish all labor, materials, tools, equipment, facilities and supervision necessary to do all the work specified and prescribed for the

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CHARTER TOWNSHIP OF BLOOMFIELD in strict accordance with the Owner’s General Conditions, and with the full intent of the Drawings and Specifications, prepared by Hubbell, Roth & Clark, Consulting

Engineers, and will accept in full payment therefore the sum of:

DIVISION A

Location No. 1 – 6521 Red Maple – Not included in this project

Location No. 2 – 6450 Gilbert Lake Road

Item Quantity Unit Price Total Cost

1. Mobilization - Max 5% @ Lump Sum = $

2. Color Audio -Video Route Survey @ Lump Sum = $

3. Maintaining Traffic @ Lump Sum = $

4. Erosion Control, Silt Fence 95 Lft @ $ = $

5. Remove Tree, 19”-36” Dia. 1 EA @ $ = $

6. Safety Path, Rem, Full Depth 477 Sft @ $ = $

7. Segmental Block Retaining Wall, 267 Sft @ $ = $

Remove + Salvage

8. Segmental Block Retaining Wall, 267 Sft @ $ = $

Reconstruct w/ Salvaged Tri-Face Block

9. Safety Path, Conc, 4 inch 53 Sft @ $ = $

10. Safety Path, Conc, 6 inch 424 Sft @ $_________ = $____________

11. Station Grading, Location No. 2 1 STA @ $_________ = $____________

12. Foundation Drain, 4 inch 81 Lft @ $_________ = $____________

13. Turf Establishment, Performance 73 Syd @ $ = $

14. Class III Sand Backfill 5 Cyd @ $_________ = $____________

15. RCOC Permit Allowance 1 LS @ $ 281.82 = $ 281.82

16. Observation Crew Days ____ Days @ $ 800.00 = $

SUBTOAL AMOUNT OF BID – LOCATION NO. 2 $

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Location No. 3 – 5390 Lahser Road at Winlane

17. Mobilization - Max 5% @ Lump Sum = $

18. Color Audio -Video Route Survey @ Lump Sum = $

19. Maintaining Traffic @ Lump Sum = $

20. Erosion Control, Silt Fence 20 Lft @ $ = $

21. Safety Path, Rem, Full Depth 72 Sft @ $ = $

22. Segmental Block Retaining Wall, 52 Sft @ $ = $

Remove + Replace

23. Safety Path, Conc, 4 inch 72 Sft @ $ = $

24. Fence, Wood Split Rail, Remove 258 Lft @ $ = $

25. Fence, Wood Split Rail, Install 258 Lft @ $ = $

26. Temporary Concrete Path Protection 1 EA @ $ = $____________

27. Fence Restoration, Turf Establishment 258 Ft @ $ = $

28. Turf Establishment, Performance 15 Syd @ $ = $

29. RCOC Permit Allowance 1 LS @ $ 281.82 = $ 281.82

30. Observation Crew Days ____ Days @ $ 800.00 = $

SUBTOTAL AMOUNT OF BID – LOCATION NO. 3 $

Location No. 4 – 3381 Squirrel Road

31. Mobilization - Max 5% @ Lump Sum = $

32. Color Audio -Video Route Survey @ Lump Sum = $

33. Maintaining Traffic @ Lump Sum = $

34. Erosion Control, Silt Fence 86 Lft @ $ = $

35. Erosion Control, Inlet Protection Fabric Bag 1 EA @ $ = $

36. Segmental Block Retaining Wall, 61 Sft @ $ = $

Remove + Replace

37. Fence, Wood Split Rail, Remove 131 Lft @ $ = $

38. Fence, Wood Split Rail, Install 131 Lft @ $ = $

39. Temporary Concrete Path Protection 1 EA @ $ = $

40. Fence Restoration, Turf Establishment 138 Lft @ $ = $

41. Cedar Shredded Bark Mulch 7 Cyd @ $ = $

42. Turf Establishment, Performance 2 Syd @ $ = $

43. RCOC Permit Allowance 1 LS @ $ 281.82 = $ 281.82

44. Observation Crew Days ____ Days @ $ 800.00 = $

SUBTOTAL AMOUNT OF BID – LOCATION NO. 4 $

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Location No. 5 – 4681 Charing Cross

45. Mobilization - Max 5% @ Lump Sum = $

46. Color Audio -Video Route Survey @ Lump Sum = $

47. Maintaining Traffic @ Lump Sum = $

48. Erosion Control, Inlet Protection Fabric Bag 1 EA @ $ = $

49. Segmental Block Retaining Wall, 15 Sft @ $ = $

Remove + Replace

50. Temporary Concrete Path Protection 1 EA @ $ = $

51. Cedar Shredded Bark Mulch 2 Cyd @ $ = $

52. RCOC Permit Allowance 1 LS @ $ 281.80 = $ 281.80

53. Observation Crew Days ____ Days @ $ 800.00 = $

SUBTOTAL AMOUNT OF BID – LOCATION NO. 5 $

Location No. 6 – Kensington Road at 730 Ivy Lane

54. Mobilization - Max 5% @ Lump Sum = $

55. Color Audio -Video Route Survey @ Lump Sum = $

56. Maintaining Traffic @ Lump Sum = $

57. Erosion Control, Silt Fence 23 LFT @ $ = $

58. Erosion Control, Inlet Protection Fabric Bag 2 EA @ $ = $

59. Safety Path, Rem, Full Depth 880 Sft @ $ = $

60. Remove, Salvage, Reinstall Sign 2 EA @ $ = $

61. Drainage Structure Reconstruct 1 EA @ $ = $

62. Segmental Block Retaining Wall, 215 Sft @ $ = $

Remove + Salvage

63. Segmental Block Retaining Wall, 215 Sft @ $ = $

Reconstruct w/ New Flat Face Block

64. Safety Path, Conc, 6 inch 880 Sft @ $ = $

65. Station Grading, Location No. 6 1 STA @ $_________ = $____________

66. Foundation drain, 4 inch 62 Lft @ $ = $

67. Drain Connection PVC Pipe, 6 inch 14 Lft @ $ = $

68. Drainage Structure Tap 1 EA @ $ = $____________

69. Turf Establishment, Creeping Myrtle 6 in. OC 62 Syd @ $ = $

70. 6A Crushed Limestone, w/ New Geotextile 20 Syd @ $ = $

Weed Barrier, Remove + Replace

71. RCOC Permit Allowance 1 LS @ $ 281.82 = $ 281.82

72. Observation Crew Days ____ Days @ $ 800.00 = $

SUBTOTAL AMOUNT OF BID – LOCATION NO. 6 $

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Location No. 7 – Franklin Road at 5120 Clarendon Crest

73. Mobilization - Max 5% @ Lump Sum = $

74. Color Audio -Video Route Survey @ Lump Sum = $

75. Maintaining Traffic @ Lump Sum = $

76. Erosion Control, Silt Fence 26 Lft @ $ = $

77. Safety Path, Rem, Full Depth 72 Sft @ $_________ = $____________

78. Segmental Block Retaining Wall, 64 Sft @ $ = $

Remove + Replace

79. Safety Path, Conc, 4 inch 72 Sft @ $ = $

80. Temporary Concrete Path Protection 1 EA @ $ = $

81. Turf Establishment, Performance 12 Syd @ $ = $

82. RCOC Permit Allowance 1 LS @ $ 281.82 = $ 281.82

83. Observation Crew Days ____ Days @ $ 800.00 = $

SUBTOTAL AMOUNT OF BID – LOCATION NO. 7 $

Location No. 8 – North Hills Middle School at 3456 Lahser

84. Mobilization - Max 5% @ Lump Sum = $

85. Color Audio -Video Route Survey @ Lump Sum = $

86. Maintaining Traffic @ Lump Sum = $

87. Erosion Control, Silt Fence 200 Lft @ $ = $

88. Erosion Control, Inlet Protection Fabric Bag 1 EA @ $ = $____________

89. Safety Path, Rem, Full Depth 1170 Sft @ $_________ = $____________

90. Segmental Block Retaining Wall, 537 Sft @ $ = $

Remove + Salvage

91. Segmental Block Retaining Wall, 537 Sft @ $ = $

Reconstruct w/ Salvaged Tri-Face Block

92. Safety Path, Conc, 4 inch 1085 Sft @ $ = $

93. Safety Path, Conc, 6 inch 85 Sft @ $ = $

94. Station Grading, Location 8 2 EA @ $ = $____________

95. Foundation Drain, 4 inch 182 Lft @ $_________ = $____________

96. Drain Connection PVC Pipe, 6 inch 14 Lft @ $ = $____________

97. Drainage Structure Tap 1 EA @ $ = $____________

98. Rip Rap, Plain 9 Syd @ $ = $____________

99. Turf Establishment, Detention Basin Mix 75 Syd @ $ = $

100. Turf Establishment, Performance 118 Syd @ $ = $

101. RCOC Permit Allowance 1 LS @ $ 281.82 = $ 281.82

102. Observation Crew Days ____ Days @ $ 800.00 = $

SUBTOTAL AMOUNT OF BID – LOCATION NO. 8 $

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Location No. 9 – 14 Mile Road at Bingham Road

103. Mobilization - Max 5% @ Lump Sum = $

104. Color Audio -Video Route Survey @ Lump Sum = $

105. Maintaining Traffic @ Lump Sum = $

106. Erosion Control, Inlet Protection Fabric Bag 1 EA @ $ = $____________

107. Saw Cutting, Pvmt-Full Depth 67 Lft @ $ = $____________

108. Pavement Rem, Full Depth 44 Syd @ $ = $____________

109. Safety Path, Rem, Full Depth 1080 Sft @ $_________ = $____________

110. Curb and Gutter, Rem 32 Sft @ $_________ = $____________

111. Remove, Salvage, Reinstall Sign 2 EA @ $ = $

112. Drainage Structure Reconstruct 1 EA @ $_________ = $____________

113. Drainage Structure Cover EJIW 5105 Type MI 1 EA @ $ = $____________

114. Segmental Block Retaining Wall, 533 Sft @ $ = $

Remove + Salvage

115. Segmental Block Retaining Wall, 533 Sft @ $ = $

Reconstruct w/ Salvaged Tri-Face Block

116. Aggregate Base, 21AA, 8 inch 55 Syd @ = $____________

117. Concrete Curb Opening, Safety Path 9 Ft @ = $____________

118. Concrete Curb and Gutter, MDOT 23 Ft @ = $____________

Detail Varies

119. Safety Path, Conc, 4 inch 1014 Sft @ $ = $

120. Safety Path, Conc, 6 inch 66 Sft @ $ = $

121. Detectable Warning Surface, 2 Ft. Wide 6 Ft @ = $____________

122. Station Grading, Location 9 2 EA @ $ = $____________

123. HMA 4EML 20 Ton @ = $____________

124. Foundation Drain, 4 inch 156 Lft @ $_________ = $____________

125. Drain Connection PVC Pipe, 6 inch 14 Lft @ $_________ = $____________

126. Drainage Structure Tap 1 EA @ $ = $____________

127. Turf Establishment, Performance 214 Syd @ $ = $

128. RCOC Permit Allowance 1 LS @ $ 281.82 = $ 281.82

129. Observation Crew Days ____ Days @ $ 800.00 = $

SUBTOTAL AMOUNT OF BID – LOCATION NO. 9 $

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Location No. 10 – Hickory Grove at London Wall

130. Mobilization - Max 5% @ Lump Sum = $

131. Color Audio -Video Route Survey @ Lump Sum = $

132. Maintaining Traffic @ Lump Sum = $

133. Erosion Control, Silt Fence 35 Lft @ $ = $

134. Erosion Control, Inlet Protection Fabric Bag 1 EA @ $ = $____________

135. Safety Path, Rem, Full Depth 820 Sft @ $_________ = $____________

136. Safety Path, Conc, 4 inch 820 Sft @ $ = $

137. Fence, Wood Split Rail, Remove 170 Lft @ $ = $

138. Fence, Wood Split Rail, Install 170 Lft @ $ = $

139. Temporary Concrete Path Protection 1 EA @ $ = $____________

140. Fence Restoration, Turf Establishment 174 Lft @ $ = $

141. Rip Rap Plain 14 Syd @ $_________ = $____________

142. Drainage Fill, 6A Limestone, 6 inch 22 Syd @ $_________ = $____________

143. Turf Establishment, Performance 12 Syd @ $_________ = $____________

+ 4 inch topsoil

144. Turf Establishment, Performance 185 Syd @ $ = $

145. RCOC Permit Allowance 1 LS @ $ 281.82 = $ 281.82

146. Observation Crew Days ____ Days @ $ 800.00 = $

SUBTOTAL AMOUNT OF BID – LOCATION NO. 10 $

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Location No. 11 – Walnut Lake Road at Indianwood Trail

147. Mobilization - Max 5% @ Lump Sum = $

148. Color Audio -Video Route Survey @ Lump Sum = $

149. Maintaining Traffic @ Lump Sum = $

150. Erosion Control, Silt Fence 168 Lft @ $ = $

151. Erosion Control, Inlet Protection Fabric Bag 1 EA @ $ = $____________

152. Temporary Concrete Path Protection 1 EA @ $ = $____________

153. Safety Path, Rem, Full Depth 840 Sft @ $_________ = $____________

154. Safety Path, Conc, 4 inch 840 Sft @ $ = $

155. Fence, Wood Split Rail, Remove + Salvage 139 Lft @ $ = $

156. Ornamental Fence System, Install 144 Lft @ $ = $

157. Temporary Concrete Path Protection 1 EA @ $ = $

158. Fence Restoration, Turf Establishment 144 Lft @ $ = $

159. Turf Establishment, Creeping Myrtle 15 Syd @ $ = $

6 inches OC

160. Turf Establishment, Performance 65 Syd @ $ = $

161. RCOC Permit Allowance 1 LS @ $ 281.82 = $ 281.82

162. Observation Crew Days ____ Days @ $ 800.00 = $

SUBTOTAL AMOUNT OF BID – LOCATION NO. 11 $

Location No. 12 – Lahser Rd. at Long Lake Rd.

163. Mobilization - Max 5% @ Lump Sum = $

164. Color Audio -Video Route Survey @ Lump Sum = $

165. Maintaining Traffic @ Lump Sum = $

166. Erosion Control, Inlet Protection Fabric Bag 3 EA @ $ = $____________

167. Safety Path, Rem, Full Depth, Special 342 Sft @ $_________ = $____________

168. Safety Path, Conc, 4 inch 342 Sft @ $ = $

169. Fence, Wood Split Rail, Remove + Salvage 417 Lft @ $ = $

170. Ornamental Fence System, Install 420 Lft @ $ = $

171. Fence Restoration, Turf Establishment 420 Lft @ $ = $

172. Temporary Concrete Path Protection 1 EA @ $ = $____________

173. RCOC Permit Allowance 1 LS @ $ 281.82 = $ 281.82

174. Observation Crew Days ____ Days @ $ 800.00 = $

SUBTOTAL AMOUNT OF BID – LOCATION NO. 12 $

TOTAL BID - DIVISION A (2025) ALL LOCATIONS (2 through 12) $ _______________

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ALTERNATES

Voluntary Alternates proposed by the Bidder will not be considered. The Bidder shall submit a bid based on the information shown on the Drawings and Specifications.

The Owner reserves the right to award the Base Bid or the Base Bid plus any or individual Alternate or combination of Alternates, depending upon the availability of funds.

The Owner, at its sole discretion, reserves the right to award to the Bidder who, in the sole determination of the

Owner, will best serve the interest of the Owner. The Owner reserves the right to accept any bid, to reject any or all bids, to waive any and all informalities involving price, time, or changes in the work, and to negotiate contract terms with the successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced, or conditional bids. However, it is the intention of the Owner to award the contract to one bidder with the low total bid price. Also, the Owner reserves the right to reject the bid of any Bidder if the Owner believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the bid is not responsive or the Bidder is unqualified, of doubtful financial ability, or fails to meet any other pertinent standard or criteria established by the Owner.

Each bidder agrees to waive any claim it has or may have against the Owner, the Architect/Engineer, and their respective employees, arising out of or in connection with the administration, evaluation, or recommendation of any bid.

Each Proposal must be accompanied by a bid deposit in the form of a certified check, cashier's check or bid bond, executed by the bidder and Surety Company, payable to the CHARTER TOWNSHIP OF BLOOMFIELD in the amount of FIVE Percent (5%) of the amount of the Proposal. See Instructions to Bidders – Bid Deposit for more information.

TAXES

The Bidder affirms that all applicable Federal, State and Local taxes of whatever character and description are included in all prices stated in this Form of Proposal.

ADDENDA

The Bidder acknowledges the following Addenda, covering revisions to the drawings or specifications and the cost, if any, of such revision has been included in the quoted proposal:

Addendum No. ___________________________ Dated _______________________

FEES

The Bidder shall refer to the General Conditions for allowable Fees for additional work performed, upon

Owner’s written authorization, by Bidder’s own forces and/or for additional work, upon Owner’s written authorization, by Bidder’s subcontractors.

TIME OF COMPLETION

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If awarded the Contract for the 2025 RETAINING WALL REPAIR PROGRAM, we agree to have all work substantially completed by August 1, 2025.

Work Year Substantial Completion Final Completion

2025 As indicated Above October 31, 2025

Substantial Completion is defined that the facility is ready to use for its intended purpose with all utility systems fully functional. For the segmental block wall removal/reinstallation and sidewalk repair work, substantial completion includes having the sidewalk open to traffic, forms removed, backfill placed, and topsoil, seed and mulch installed. Final Completion with all restoration, establishment of vegetation, clean-up and punch-list items shall be complete.

The Bidder hereby agrees to furnish the required Bonds, Insurance Certificates, and Policies within ten (10) days of acceptance of this Proposal.

The execution of all work and specific constraints as described in the contract drawings and specifications, with particular reference to Section 01005 Supplemental Specifications, must be strictly adhered to.

LIQUIDATED DAMAGES

Time is of the essence for completion of this project to have the Project ready for the Charter Township of

Bloomfield. The Bidder guarantees that the work will be completed within the time limit stated herein before or within the time as extended as provided elsewhere in the Specifications. Inasmuch as the damage and loss to the

Owner which will result from the failure of the Bidder to complete the work within the stipulated time, will be most difficult or impossible to accurately determine, it is mutually agreed that the damages to the Owner for such delay and failure on the part of the Bidder shall be liquidated in the amount of FIVE HUNDRED Dollars ($500.00), for each and every calendar day by which the Bidder shall fail to complete the work or any part thereof within the provisions hereof, and such liquidated damages shall not be considered as a penalty.

The Owner will deduct and retain out of any money due or to become due hereunder the amount of the liquidated damages, and in case those amounts are less than the amount of actual liquidated damages, the Bidder shall pay the difference upon demand of the Owner.

We understand that liquidated damages may be assessed should we fail to meet the stipulated completion dates.

Specifically, liquidated damages will be assessed daily beginning August 2, 2025 until such a time that

Substantial Completion is achieved and further if all work is not completed by the Final Completion Date.

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BIDS TO REMAIN FIRM

The price stated in this Proposal shall be guaranteed for a period of not less than sixty (60) days from the date that bids are due and if authorized to proceed within that period, the bidder agrees to complete the work covered by the Proposal at said price.

If this Proposal is accepted by the Owner and the undersigned shall fail to contract as aforesaid and to furnish the required surety bonds within fifteen (15) days after being notified of the acceptance of their bid, then the undersigned shall be considered to have abandoned the contract, and the Certified Check, Cashier’s Check or Bid Bond accompanying this Proposal shall be forfeited to the Township of Bloomfield.

If the undersigned enters into the contract in accordance with their proposal, or if their proposal is not accepted, then the accompanying bid guarantee shall be returned to the undersigned.

Company Name:

Signature: Title:

Address:

County: State:

Telephone No.: Fax No.:

Email Address:

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MUNICIPAL PROJECTS/REFERENCES

Per the Owner-requested Bidder’s Prequalification Requirement (Section 00012), the Bidder must include five

(5) municipal references for projects completed in the last three years with a minimum value of $50,000.00 and preferably as prime contractor, as follows:

Project No. 1: Name of Project:

Project Completion Date: Contract Amount:

Name: Address:

Telephone: Firm:

Project No. 2: Name of Project:

Project No. 3: Name of Project:

Project No. 4: Name of Project:

Project No. 5: Name of Project:

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LEGAL STATUS OF BIDDER

This Bid is submittal in the name of:

(Print)

The undersigned hereby designates below the business address to which all notices, directions or other communications may be served or mailed:

Street

City

State Zip Code

The undersigned hereby declares the legal status checked below:

( ) INDIVIDUAL

( ) INDIVIDUAL DOING BUSINESS UNDER AN ASSUMED NAME

( ) CO-PARTNERSHIP

The Assumed Name of the Co-Partnership is registered in the County of , Michigan

( ) CORPORATION INCORPORATED UNDER THE LAWS OF THE STATE OF

. The Corporation is

( ) LICENSED TO DO BUSINESS IN MICHIGAN

( ) NOT NOW LICENSED TO DO BUSINESS IN MICHIGAN

The name, titles, and home addresses of all persons who are officers or partners in the organization are as follows:

A corporation duly organized and doing business under the laws of the State of

NAME AND TITLE HOME ADDRESS

Signed and Sealed this day of , 20__.

By (Signature)

Printed Name of Signer

Title

2025 RETAINING WALL REPAIR PROGRAM 00300 / 14

Y D e s i g n P r o j e c t D o c s S p e c s s p e c s P r o p o s a l A d d e n d u m d o c

BID BOND

We, the undersigned, As Principal, hereinafter called the Principal, and

A corporation duly organized under the laws of the State of

As surety, hereinafter called the SURETY, are held and firmly bound unto:

The Owner: THE CHARTER TOWNSHIP OF BLOOMFIELD _____________________________________ in the sum of Dollars ($ ), For the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

WHEREAS, the Principal has submitted a bid for

2025 RETAINING WALL REPAIR PROGRAM

HRC JOB NO. 20240175

NOW, THEREFORE, if the OWNER shall accept the bid of the Principal and the Principal shall enter into a contract with the OWNER in accordance with the terms of such bid, and give such bond or bonds as may be specified in the

CONTRACT DOCUMENTS with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such contract and give such bond or bonds, if the Principal shall pay to the OWNER the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the OWNER may in good faith contract with another party to perform the work covered by said bid, then the obligation of the Principal shall be null and void, otherwise to remain in full force and effect.

Signed and sealed this day of , 20

(Witness) (Principal) (Seal)

(Title)

(Witness) (Surety)

(Title)

END OF SECTION

Application No.

Date Received

Permit E No.

Date of Issuance

APPLICANT: hereby makes right-of-way of road(s)

Annual Community Event Public Utility (i.e. electric, gas, telephone)

Approach/Private Road Access Landscaping/Grading Sanitary/Storm Sewer Watermain

Cable TV Pathway/Sidewalk Sign/Subdivision Entrance Marker Other

City or Township

Design: Right-of-Way: Application Fee: $ Permit Fee: $

Deposit: $

Receipt No: $

Traffic: Maintenance: Paint Fee: $

Bond: $ Sign Fee: $

(RCOC Form 75) Signal Fee: $

Planning: Construction:

TOTAL FEES DUE

Subdivision: $

Environmental Concerns: Permits: Proof of Insurance Required Yes No

Pollution Liability Required Yes No

This application is approved subject to CONDITIONS and SUPPLEMENTAL SPECIFICATIONS contained on the reverse side of this application.

including but not limited to the Michigan Department of Natural Resources.

APPLICANT (PRINT OR TYPE)

SIGNATURE DATE

(PRINTED/TYPED SIGNATURE & TITLE)

WATERFORD, MI 48328

APPLICATION APPROVED: APPLICANT'S ADDRESS TELEPHONE NUMBER

CITY STATE ZIP CODE

By: Date:

EMAIL ADDRESS

PERMITS

2420 PONTIAC LAKE ROAD

FOR R.C.O.C. USE ONLY

facility. 2. Traffic plan and detour route in cases of street closures.

The above activities will be carried out in accordance with plans, specifications, maps and statements filed with the R.C.O.C. as part of this application, and if said application is approved, the above named applicant agrees to abide by the CONDITIONS contained on the reverse side. Since a permit will have to

REFER ALL INQUIRIES TO (248) 858-4835

DEPARTMENT OF CUSTOMER SERVICES

APPLICATION for a permit to CONSTRUCT, OPERATE, USE and/or MAINTAIN or to TEMPORARILY CLOSE A COUNTY ROAD within the part of the

AT TIME OF PERMIT ISSUANCE:

a detailed description of the desired facility and/or activity is required in the space provided below: (include size, length, type of facility; - if underground, indicate depth below surface; if parallel to road, indicate distance from inside edge of facility to edge of pavement, if crossing under roadbed, describe method). THE FOLLOWING MUST BE ATTACHED TO THE APPLICATION WHEN APPLICABLE: 1. Plans, specifications and location of

SUPPLEMENTAL SPECIFICATIONS, on the reverse side, are to be incorporated as part of the plans or specifications required for this proposed work.

BOARD OF COUNTY ROAD COMMISSIONERS, OAKLAND COUNTY, MICHIGAN

PLEASE CHECK THE APPROPRIATE BOX(ES) THAT APPLY TO THE TYPE OF WORK YOU WISH TO OBTAIN A PERMIT FOR:

PERMIT APPLICATION

MAKE CHECK PAYABLE TO ROAD COMMISSION FOR OAKLAND COUNTY

under the jurisdiction of the Board:

Soil Boring/Monitoring Well

Section No.

PERMIT APPLICATION REVIEW FEES AND PERMIT APPLICATION IS REQUIRED IF APPROVAL OF THIS APPLICATION HAS EXPIRED.

FOR R.C.O.C. USE ONLYFOR R.C.O.C. USE ONLY

Approval of this application does not relieve applicant from meeting any applicable requirements or duties of law or other public bodies or agencies

APPROVAL OF THIS APPLICATION EXPIRES IN ONE YEAR IF A PERMIT HAS NOT BEEN ISSUED. RESUBMITTAL OF CURRENT PLANS, be secured from the Board prior to the start of any construction or maintenance operations proposed by this application, it is intended that the

Estimated Inspection Fee:

Form 64A (12/08)

ROAD COMMISSION FOR OAKLAND COUNTY

RECEIVED

Jan 23 2025

DEPARTMENT OF CUSTOMER

SERVICES PERMITS

JDG

AR

4-2-25

AS A CONDITION OF THE APPROVAL OF THIS APPLICATION, THE APPLICANT AGREES TO THE FOLLOWING CONDITIONS:

1. The application agrees to secure, or cause to be secured, a permit from the Board prior to the commencement of construction or maintenance operations. If a contractor is to perform the construction or maintenance entailed in this application, the contractor shall secure the permit from the Board prior to the commencement of construction or maintenance operations and thereby assumes responsibility, along with the applicant, for any provisions of this application which apply to them.

2. Any and all construction proposed under this application will meet all requirements of the Board, together with the Supplemental Specifications as set forth below.

3. The applicant agrees to save harmless, indemnify, defend, and represent the Board and its employees against any and all claims for bodily injury or property damage, or any other claim arising out of or related to the creation, operation, use, or continuing existence of the structure or facility covered by the permit or for any other work done within county road right-of-way whether or not specifically authorized or in conformance with the description of activities for which the permit was issued . Applicant agrees and understands that the obligations set forth herein are binding upon their successors, transferors, assigns, sureties, and guarantors. The Applicant shall maintain insurance of a type and in an amount in conformance with the Board’s established requirements and provide certificates of insurance in a type and amount which shall assure conformance with the Board’s established requirements is currently in force for any and all facilities installed in the Board’s right of way.

4. The applicant agrees to surrender the permit herein applied for; surrender all rights hereunder; cease operations; and remove, alter, relocate at applicant’s own expense, the facilities for which this permit is granted whenever ordered to do so by the Board because of the need for the area covered by this permit for public uses or because of a default in the conditions of the permit. Upon failure to remove, alter, relocate or surrender the facilities pursuant to the order of the Board, the applicant agrees to reimburse the Board for its cost in doing same.

5. Nothing in this application shall be construed to grant any rights whatsoever to any public utilities whatsoever except as to the consent herein specifically given, nor to otherwise impair any existing rights granted in accordance with the constitution or laws of this State.

6. The obligation to construct, operate, use and/or maintain the facility to the satisfaction of the Board remains in force as long as the facility exists and is within the right-of-way under the jurisdiction of the Board. The applicant is obliged to repair any damage to the road and right of way which is a result of the facility and which occurs or appears after the permit licensee is released.

7. The necessary construction zone signing for the protection of traffic shall be in accordance with the most current edition of the Michigan Manual of Uniform

Traffic Control Devices, Part 6. All such devices shall be furnished, installed and maintained by the Permit Holder. All construction signage shall have black lettering on a reflective florescent orange background, unless otherwise specified. The Permit Holder shall provide any additional signs, barricades and/or lights, at the Permit Holder’s expense, required to protect the general motoring public and the work zone when requested by the Road Commission.

8. ADDITIONAL CONDITIONS: As will be identified in approved permit description.

SUPPLEMENTAL SPECIFICATIONS

1. EXCAVATION AND DISPOSAL OF EXCAVATED MATERIAL: The contractor and/or the utility company shall provide and place the necessary sheeting, shoring and bracing required to prevent caving, loss or settlement of foundation material supporting the pavement, or any other highway installation such as sewers, culverts, etc. The contractor and/or utility company shall assume the full responsibility for this protection. Excavated material shall be stocked in such locations that it does not obstruct vision on the traveled portion of the highway and in such a manner that it will not interfere with the flow of traffic. Sod and topsoil shall be stocked separately from other excavated material. The applicant shall dispose of all surplus and unsuitable material outside of the limits of the right-of-way unless the permit provides for, and with approval of abutting property owners, disposal at approved locations with the right-of-way. In the latter case, the material shall be leveled and trimmed in a manner approved by the Road Commission for Oakland County.

2. BACKFILLING AND COMPACTING BACKFILL: All trenches, holes, pits, and other excavations shall be filled with approved excavated earth or with MDOT Class II granular material if so provided, placed in successive layers not more than 9 inches in depth, loose measure, and each layer shall be thoroughly compacted by tamping and all backfill compaction will be subject to check by the Controlled Density Method (minimum 95%). Restoration shall be such that it will provide a condition equal to or better than the original condition and in accordance with current Road Commission for Oakland County standards. Any excavation within the right of way outside traveled portion of road must be maintained until all settlement has occurred and must be restored and seeded or sodded as directed. The permit will not be released until the Road Commission is satisfied that no further settlement will occur.

3. CROSSING ROADBED BY TUNNELING, DIRECTIONAL BORE, JACK CASING AND BORE: When the pipe is installed by tunneling without cutting the existing pavement, the tunnel shall be adequately sheeted or shored to prevent the sides and top from collapsing or the pavement from settling or cracking. Directional bore shall be at least 4 diameters under the pavement or 48 inches, whichever is greater. When the pipe is installed by boring and jacking, the leading edge of the pipe must always precede the auger. The tunnel backfill shall be made by tamping a dry mix of lean concrete into place so as to completely fill any voids remaining around the installation. The concrete shall be composed of one part of Portland cement and 10 parts of sand-gravel by volume. Tunnel and boring pits shall be at least 10 feet from the edge of the pavement unless otherwise approved.

4. CROSSING BY CUTTING GRAVEL ROADS: All trenches are to be backfilled with approved material to within 12 inches of surface within the limits of the roadbed. Backfill methods will be as described in paragraph 2 above. All surplus excavated material will be disposed of as described in paragraph 1.

The top 12 inches within the roadbed will be backfilled with processed road gravel (MDOT 22A or 23A). Trenches outside of the roadbed will be backfilled in accordance with paragraph 2 above.

5. CROSSING BY CUTTING PAVEMENT AND TRENCHING: When this method is approved by the Road Commission, the pavement shall be cut so that the opening is a minimum of 5 feet wide and at least 1 foot wider on each side than the trench. In no case shall an open cut result in a remaining slab width of less than 5 feet from patch to an existing joint. The cut shall be made by sawing to a full pavement depth. Cuts in concrete residential and commercial drives shall be as above except that the patch width shall be a minimum of 3 feet and the remaining slab from patch to existing joint a minimum of 3 feet. Backfill shall be made with MDOT Class II granular material. After the backfill has been placed by control density method and thoroughly compacted, the pavement shall be replaced with a temporary surface of approved hot-mixed bituminous material and later replaced with new pavement of the original type and quality by the Permit Licensee unless other provisions are included in the permit.

6. DEPTH OF COVER MATERIAL: Pipes shall be placed to a depth that will provide not less than 4 feet of cover between the top of roadway surface and top of the pipe.

7. TREE TRIMMING OR REMOVAL: All trees that may be affected by the proposed construction shall be shown on the plans. The plan must clearly indicate which trees are proposed to be removed, trimmed and/or tunneled. This work, if approved, must be done in accordance with current Board standards, including advance notification of abutting property owners. Wood Disposal License Agreement(s) will be required for any tree work

8. DISPOSAL OF GROUND WATER: Roadside drainage systems – open ditches, storm sewers, etc. – shall not be used for the disposal of water pumped from below the surface of the ground unless specifically allowed by the Road Commission. Details such as volume and frequency of discharge, erosion control, duration of use, NPDES permit and other pertinent information as may be required must be submitted with the application for such permission.

9. Any proposed operation in the right of way not covered by the above specifications, submitted with this application, shall be done in accordance with any additional specifications deemed necessary by the Board or as outlined in the Permit Rules, Specifications and Guidelines.

ROAD COMMISSION FOR OAKLAND COUNTY

DO NOT WRITE IN THIS BOX

APPLICATION #

PERMIT #

TOWNSHIP

DEPARTMENT OF CUSTOMER SERVICES - PERMITS

2420 PONTIAC LAKE ROAD-WATERFORD, MI 48328

(248) 858-4835

CONSTRUCTION BOND

SURETY BOND # __________________________

KNOW ALL MEN BY THESE PRESENTS:

That ____________________________________________________________________________________________________ of

_____________________________________________________________________________________________, as Principal, and

_________________________________________________________________________________________________________ of duly authorized to transact business in the State of Michigan, as surety, are held and firmly bound unto the BOARD OF COUNTY ROAD COMMISSIONERS OF THE COUNTY OF OAKLAND, a Michigan public body corporate, in the penal sum of __________________________________________($ _________________) DOLLARS, lawful money of the United States of America, to be paid to the said BOARD OF COUNTY ROAD COMMISSIONERS OF THE COUNTY OF OAKLAND, or to its attorney, successor or assigns, to which payment well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns and each and every one of them firmly be these presents.

SEALED with our seals and dated this ______________________day of _____________________, 20 _____.

WHEREAS, The above bounden ______________________________________________________________________________ has made application to the BOARD OF COUNTY ROAD COMMISSIONERS OF THE COUNTY OF OAKLAND for a permit for construction within the right-of-way as stated in the application for said permit.

NOW, THEREFORE, The condition of this obligation is such that in case said permit is granted, if the said _________________________________________________________________, the above bounden, shall construct and maintain such work in the manner prescribed in the permit therefor issued by said BOARD OF COUNTY ROAD COMMISSIONERS OF THE COUNTY OF OAKLAND and shall well and truly pay all damages on account of such construction and maintenance, and all other damages, fines and penalties which he shall become liable to pay, and shall save said BOARD OF COUNTY ROAD COMMISSIONERS OF THE COUNTY OF OAKLAND harmless from all suits, claims, damages and proceedings of every kind arising out of the construction and maintenance of said work, and shall observe all the terms and conditions of the permit to be issued, then this obligation to be void, otherwise of full force and virtue.

THIS BOND SHALL NOT EXPIRE UNTIL SUCH TIME AS THE PERMIT, FOR WHICH THIS BOND IS REQUIRED, IS RELEASED.

Signed, sealed and delivered in the presence of ___________________________________________________ Principal Witness Principal’s Signature Printed Name & Title _______________________________________________ P.O. Box, Address, Street

Witness ___________________________________________________ City, State, Zip Telephone

Witness Surety Surety’s Signature

Witness P.O. Box, Address, Street City, State, Zip Telephone

NOTE: INCOMPLETE OR INVALID SURETY ADDRESSES DELAYS RELEASE OF BOND, IN WHICH CASE WE WILL

RELEASE TO THE PRINCIPAL FOR THEIR RECORDS.

FORM 75 (Rev. 1/2011)

Retaining wall and fence repairs: 3381 Squirrel;

Retaining wall, pathway and localized pavement repairs: 14 Mile Rd. @ Bingham Rd.;

Fence and pathway repairs: Hickory Grove @ London Wall; Walnut Lake @ Indianwood Trail; Lahser @ Long Lake