BL092-22 INV

July 26, 2022

INVITATION TO BID

BL092-22

The Gwinnett County Board of Commissioners is soliciting competitive sealed bids from qualified contractors for the Provision of Sanitary Sewer and Force Main Rehabilitation Program on an Annual Contract for the Department of Water Resources.

Bids should be typed or submitted in ink and returned in a sealed container marked on the outside with the BL# and Company Name. Bids will be received until 2:50 P.M. local time on September 06, 2022 at the Gwinnett County Financial Services - Purchasing Division – 2nd Floor, 75 Langley Drive, Lawrenceville, Georgia 30046. Any bid received after this date and time will not be accepted. Bids will be publicly opened and read at 3:00 P.M. Apparent bid results will be available the following business day on our website www.gwinnettcounty.com.

A WebEx pre-bid meeting is scheduled for 2:00 P.M. on August 16, 2022. To access, dial 1-480-418-9388, enter Access code 2338 236 9737. All interested parties are urged to attend. The pre-bid conference is to be utilized by contractors and subcontractors to ask any questions in order to submit a bid for this project. All bidders are strongly urged to attend. Questions regarding bids should be directed to Brittany Bryant, Purchasing Associate II, at Brittany.Bryant@GwinnettCounty.com or by calling 770-822-7759, no later than August 23, 2022. Bids are legal and binding upon the bidder when submitted. All bids should be submitted in duplicate.

All suppliers must submit with bid, a bid bond, certified check or cashier's check in the amount of five percent (5%) of the total bid. Failure to submit a bid bond with the proper rating will result in the bid being deemed non-responsive.

Successful supplier will be required to meet insurance requirements, submit a one hundred percent (100%) performance bond and a one hundred percent (100%) payment bond. Insurance and Bonding Company should be licensed to do business by the Georgia Secretary of State, authorized to do business in Georgia by The Georgia Insurance Department, listed in the Department of Treasury's Publication of Companies holding Certificates of Authority as Acceptable Surety on Federal Bonds and as acceptable reinsuring companies. The bid bond, payment bond, and performance bond must have an A.M. Best rating of A-X or higher.

Gwinnett County does not discriminate on the basis of disability in the admission or access to its programs or activities.

Any requests for reasonable accommodations required by individuals to fully participate in any open meeting, program or activity of Gwinnett County Government should be directed to the ADA Coordinator at the Gwinnett County Justice and Administration Center, 770-822-8165.

The written bid documents supersede any verbal or written prior communications between the parties.

Award will be made to the contractors submitting the lowest responsive and responsible bid. Gwinnett County reserves the right to reject any or all bids to waive technicalities and to make an award deemed in its best interest. Bids may be split or awarded in entirety. Gwinnett County reserves the option to negotiate terms, conditions and pricing with the lowest responsive, responsible bidder(s) at its discretion.

Award notification will be posted after award on the County website, www.gwinnettcounty.com and companies submitting a bid will be notified via email.

We look forward to your bid and appreciate your interest in Gwinnett County.

Brittany Bryant The following pages should be returned in duplicate as your bid:

Brittany Bryant Bid Schedule: Pages 8 – 37 Contractor Affidavit: Page 41 Purchasing Associate II List of Subcontractors: Page 38 References: Page 39 Code of Ethics: Page 40 http://www.gwinnettcounty.com/ mailto:Brittany.Bryant@GwinnettCounty.com http://www.gwinnettcounty.com/

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GWINNETT COUNTY SANITARY SEWER AND FORCE MAIN REHABILITATION PROGRAM

1.1 PROJECT DESCRIPTION

The Gwinnett County Board of Commissioners is soliciting competitive, sealed bids for construction services related to the repair, replacement and rehabilitation of the County’s Sanitary Sewer and Force Main Systems on an Annual Contract with the option of four (4) renewals for the Department of Water Resources (DWR).

The Department has initiated this contract with the objective of repairing, replacing and rehabilitating the County’s Sanitary Sewer and Force Main Systems. This objective will be achieved by repairing, replacing or rehabilitating Sewer Manholes, Sewer Lines and Sewer Force Mains that are identified by the county as critical and need attention. This contract will be issued as an annual contract, with no guaranteed minimum or maximum amount of work. The work will be procured on an “as-needed” basis and it is intended that planned work will be spread equitably across the year. The contractor must complete the requested work in a timely manner and produce quality results. The repairs that are made to the gravity sewer and force main system will be put into the County’s CMMS (Computerized Maintenance Management System) System.

The Department has not mandated the use of any specific type of equipment or methods, however;

the Contractor shall utilize the nationally recognized NASSCO published PACP (7.0 or greater) and MACP (7.0 or greater) standards for conducting all pipe and manhole post rehab inspections. The contractor shall also use the Gwinnett County Sewer System Rehabilitation Specifications (SSR’s) provided below for the details that are related to each task. The Contractor shall complete assigned work as outlined in the specific Gwinnett County Sewer System Rehabilitation Specifications (SSR’s).

The Contractor shall use the means and methods as described in the Bid and that were used as a basis of selection. The Contractor may not use other methods than proposed without the express written permission of the Department.

The Contractor will utilize reliable and efficient equipment. The Department has the right to disapprove any equipment that does not meet or exceed the equipment presented in the Bid for the project.

Details related to each work tasks are located in the following sections of the System Specifications.

1. Section SSR 1, Sanitary Sewer Television Inspection.

2. Section SSR 2, Sanitary Sewer Cleaning

3. Section SSR 3, Sanitary Sewer Manhole Condition Assessment

4. Section SSR 9, Sanitary Sewer Lateral Lining

5. Section SSR 10, Sanitary Sewer Wastewater Flow Control

6. Section SSR 11, Sanitary Sewer Point Repairs

7. Section SSR 12, Sanitary Sewer Lateral Reconnection and Replacement

8. Section SSR 14, Sanitary Sewer Lining Cured-in-Place Pipe

9. Section SSR 16, Sanitary Sewer Manhole Rehabilitation

10. Section SSR 19, Sanitary Sewer Manhole Frame Sealing

11. Section SSR 20, Sanitary Sewer Pipe Bursting

12. Section SSR 21, Sanitary Sewer Overflows and Spills

13. Section SSR 22, Sanitary Sewer Easement Clearing

14. Section SSR 25, Sanitary Sewer Internal Mechanical Point Repairs

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These sections of the System Specifications can be accessed through the following download for ftp site: WinSCP :: Official Site :: Free SFTP and FTP client for Windows. This is a free download. Once WinSCP is installed, open the Wizard enter the following information in the fields required:

Instructions to access SSR’S

• Host Name-ftp.gwinnettcounty.com

• Port Number: 22

• Username – DWR_FieldOp

• Password – W@t3rFLd

Once in the ftp site open folder marked Rehab to access SSR Documents. The file will require a right click and chose the open option.

1.2 GENERAL INFORMATION/REQUIREMENTS

A. Normal working hours for all field related work will be 7:00 A.M. to 6:00 P.M. local time, Monday thru Friday. Certain situations may arise that will limit these normal hours. Work outside the normal hours, on holidays and weekends will require written approval from the Department.

B. Field related work requiring the assistance of Department personnel must be scheduled a minimum of 48-hours in advance.

C. Existing data shall be utilized to the fullest extent possible to avoid spending time and cost in collecting data already available. Data that is available through the Department will be provided to the selected Contractor at no cost.

D. The Department utilizes a web version of GIS that includes sewer pipes (sizes & materials), manholes, pump stations and force mains. The GIS is updated regularly. Each of the above items has been assigned a County “Facility ID” number. These facility numbers will be utilized and referenced by the selected Contractor throughout the life of the project. The GIS database also contains roads, parcels, topographical data, and surface features such as streams, and water mains.

It is the Contractors’ responsibility to access this webpage for their reference.

E. The Contractor will notify homeowners in advance of any work that will be performed on their property.

F. All field staff (Contractor and including sub-consultants and sub-contractors) must wear, at all times, a readily observable identification badge indicating their name and the name of the Contractor’s firm.

All vehicles used in the field must have a company logo on both the driver and passenger side of the vehicle that is easily read from a distance.

G. The Contractor shall identify a contact person or persons who shall be on call 24-hours per day during the life of the project. The Contractor’s contact person/s is/are responsible to know the general location of all field crews every day and must have the means to contact them within 15 minutes.

https://winscp.net/eng/index.php

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H. The Contractor has the responsibility for maintenance of traffic when working in any right-of-way.

The Contractor shall submit traffic control plans through Gwinnett County and follow all of Gwinnett County’s DOT standards. The Contractor is responsible for obtaining all required permits. There shall be no direct payment to the Contractor for development and/or implementation of traffic control plans and permits.

I. The Contractor shall not operate Department valves, hydrants, pump stations or any other facilities/appurtenances without Department employees present and assisting in the operations.

J. The Contractor as well as all sub-consultants and sub-contractors utilized by the Contractor must be properly licensed in the State of Georgia.

K. The Contractor shall provide daily notification of work locations to the County and project manager.

2.0 REQUESTED SCOPE OF SERVICES

The following provides more detailed information on the requested scope of services.

The Contractor will receive work orders from the County’s Project Manager for the repair, the replacement or the rehabilitation of a certain asset, being a Sewer Manhole, a Gravity Sewer Main or a Sewer Force Main. The work order will state what type of work will need to be executed for this asset.

Work should commence within 14 calendar days from the date the work order is issued. Once the Work Order has been completed the Contractor will return the Work Order with the appropriate documentation (PACP compliant post repair/rehabilitation CCTV inspection of a pipe or MACP compliant Level 1 post repair/rehabilitation inspection of manhole) along with an invoice to the County’s Project Manager at the end of each month.

Numerous manholes and pipes are located in wooded easements. The Contractor is to be aware that the location of these manholes may prevent vehicular access.

The Department may or may not be able to clear the wooded easements prior to the Contractor beginning work. The cost proposal includes a unit price for easement clearing. This will only be used as directed by the Department.

Numerous manholes have bolted lids to prevent inflow in the event of flooding and/or overflow due to surcharging of the sewer system. Before opening these manholes confirm the sewer system is not surcharged. Overflows resulting from Contractor error will be the responsibility of the Contractor.

Opening and closing these manholes with bolted lids requires the manipulation of four (4) bolts.

Crews may come across a manhole with security bolts installed on them. Removing these security bolts requires a key that will be furnished by the Department. Security bolts are not to be replaced on the manhole. The Department will provide standard bolts to replace the security bolts. The Contractor is expected to make a diligent effort in accessing these manholes. Some of the required equipment may include, but is not limited to, rechargeable heavy-duty impact drill, 3/4-inch socket, 15/16 –inch socket, Allen wrench, large drill and bits to drill out broken off bolts, large screw driver, pry bar, cutting torch, various manhole hooks and Department provided key. If the Contractor loses the key, there will be a $150.00 replacement cost. If the Contractor cannot open the manhole, he will need to contact the county for assistance.

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The bolted lids must remain bolted closed at all times, except when actively using the manhole.

Failure by the Contractor to maintain the bolted lids will result in fines/discipline actions up to and including termination.

If the Contractor discovers a bolting lid that is not fully bolted the Contractor must immediately install bolts and completely bolt the lid (these bolts will be supplied by the County). If the Contractor is unable to install a bolt for any reason, including the existing bolt is broken off, stripped threads, etc. the Contractor will notify the Department immediately.

2.1 PROJECT MANAGEMENT

Project management includes those activities involved with the detailed planning and subsequent execution and control of the project. The level of effort and budget for such services shall be considered and included in the individual tasks and unit costs of the Project. In developing the Cost Proposal, the Department expects the Contractor to provide the following services throughout the project:

A. Monthly invoices will be submitted to the Department of Financial Services with a copy sent to the Field Operations workgroup of the Department. Invoices will be submitted with an Excel Spreadsheet listing of each repair by the identifying Facility ID’s. The monthly invoice and spreadsheet will be submitted utilizing the template format as provided by the Department.

B. Coordination with the Department, other utility companies, and all local, State, or Federal department or agency, as required for the proper execution of the work, shall be maintained throughout the life of the project. This coordination shall include arranging meetings, resolving technical issues, and coordinating tasks that will involve the Department’s personnel.

C. The Department’s Project Manager will be the Department’s primary point of contact with the

Contractor throughout the life of the project.

D. The Contractor’s Project Manager will be the Contractor’s primary point of contact with the Department throughout the life of the project.

E. All completed Work Orders must be submitted in digital format to match the monthly billing allotments.

2.2 SAFETY

Safety is utmost importance to the Department. The Contractor will conduct the project in a safe manner so that no accidents occur. The Contractor shall submit a written comprehensive safety plan to the County for review. Following the review, the Contractor shall incorporate the comments and re-submit a final version for the Department’s files. The final version must be submitted prior to the Contractor conducting any fieldwork.

The County will not approve the Plan, but will hold the Contractor accountable to the Plan. The Plan must meet all Federal, State, County laws and local requirements. The Contractor’s personnel must be completely familiar with the Plan and trained in all safety procedures required for the safe execution of this project.

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The Contractor will insure their sub-consultants and sub-contractors have active safety programs at least as comprehensive as the Contractor’s.

INFORMATION TO BE PROVIDED IN THE BID

3.1 CONTRACTOR IDENTIFICATION/PROFILE

Give the full legal name of the Contractor, the Contractor's principal business office and its satellite offices, if any; and indicate the location(s) from which these services for the Department would be staged. Provide the location of the Contractor and the driving distance to the Department of Water Resources – Central Facility. Give information on the Contractor's history, business activities, size, employees, officers, affiliates, subsidiaries, ownership and other corporate data. Project teams are acceptable, provided that overall project accountability is with the lead Contractor. If an association with other firms(s) is proposed, describe the working relationship, identify specific areas of responsibility of each firm, and identify the lead firm that will have overall project accountability, as well as any specific past experiences with said firm(s) and the working relationship.

3.2 REFERENCES/EXPERIENCE/REQUIREMENTS OF THE CONTRACTOR

References should detail the experience of the Contractor with similar projects and other relevant experience. Similar projects are projects that required the same level of service, or greater, at the same order of magnitude, or greater, as will be required for this project. The experience must be that of the Contractor and not that of a parent or related company or the experience of an individual/s.

Contractor must have been in business for a minimum of five (5) years.

3.3 QUALIFICATIONS AND EXPERIENCE OF THE PROJECT MANAGER AND OTHER KEY PERSONNEL

• The Project Manager shall be qualified to lead this project and should have a minimum of ten

(10) years’ experience as a project manager on similar projects. Experience with previous employers on similar projects is acceptable.

• The Project Manager shall have been in leadership roles on construction projects of similar scale including preparation of reports, management of field-monitoring, management of field-personnel, quality assurance and have the authority to commit the necessary resources of the Contractor. Upon request, the Contractor will be required to provide adequate proof of the Project Manager’s qualifications, experience and specific accomplishments relating to key objectives on projects of a similar size and scope and in the various tasks as outlined above.

• The Data Manager shall have been in leadership roles on inventory and condition assessment projects of similar scale including preparation of reports, management of field-data collection, analysis, data management, GIS, Quality Assurance. Upon request, the Contractor will be required to provide adequate proof of the Data Manager’s qualifications, experience and specific accomplishments relating to key objectives on projects of a similar size and scope and in the various tasks as outlined above.

• Supervisor of the field crews performing these functions shall have received proper training in these types of equipment and activities and have a minimum of five years (5) experience in performing such assignments including safe work practices. Upon request, the County may require proof of adequate training and experience.

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• Field crew leaders performing these functions shall have received proper training in these types of equipment and activities and have a minimum of three years (3) experience in performing such assignments including safe work practices. Upon request, the County may require proof of adequate training and experience.

• If the Contractor’s personnel have not been trained in and are not currently certified in the use of NASSCO’s Pipeline Assessment and Certification Program (PACP) and Manhole Assessment and Certification Program (MACP) then the Contractor personnel must obtain the training and certification before working on the project.

• No crewmembers shall enter confined spaces without the necessary certified training and at least one-year experience. Upon request, the Contractor will be required to provide the County with written documentation and/or verification that all crewmembers have received the necessary certified training and possess at least one year experience.

3.4 SCHEDULE

It is anticipated that this contract will be used on an “as needed basis” and will be used as a means of repair, replacement or rehabilitation for other county contracts.

3.5 BID PRICING SCHEDULE

The Bid Schedule shall be submitted using the form as provided in this document. The format should not be changed. The Bid Pricing Schedule includes all possible field related activities. The quantities provided on the bid schedule are estimated yearly quantities only, and for the purpose of bid evaluation. It is the county’s intent to spend the funds budgeted annually to get as much work completed as possible. The SSR’s previously referenced will provide the details that pertain to each line item on the bid tab. Unless otherwise stated, the cost associated with all activities will include all overhead, safety costs, project management, labor, field-monitoring, field-data collection, required post repair/rehabilitation documentation, QA/QC analysis, etc. All items on the Bid Schedule should be completed.

• Pay close attention to "UNIT" values when quoting pricing.

• Pricing is to be provided for ALL items.

• Some items may be used extensively while other items may not be used at all.

• Include all expenses, overhead and profit.

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Failure to return this page as part of bid document may result in bid being deemed non-responsive.

BID SCHEDULE

ITEM

DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

CHEMICAL ROOT CONTROL

1 Up to 8” 100,000 LF $ $

2 10” to 12” 5,000 LF $ $

3 14” to 17” 500 LF $ $

4 18” to 24” 500 LF $ $

BYPASS PUMPING

5 Setup for 3” to 6” Pump 100 EA $ $

6 Setup for 8” to 12” Pump 1 EA $ $

7 Discharge Line for 3” to 6” Pump 3,000 LF $ $

8 Discharge Line for 8” to 12” Pump 300 LF $ $

9 Operation of 3” to 6” Pump 100 HR $ $

10 Operation of 6” to 12” Pump 5 HR $ $

PIPE REHABILITATION

Cured in Place Pipe (CIPP) - Full Length

11 4" x 4.5 mm CIPP 1 LF $ $

12 6" x 4.5 mm CIPP 500 LF $ $

13 8" x 6.0 mm CIPP 30,000 LF $ $

14 10" x 6.0 mm CIPP 500 LF $ $

15 12" x 6.0 mm CIPP 300 LF $ $

16 14" x 6.0 mm CIPP 1 LF $ $

17 15" x 6.0 mm CIPP 1 LF $ $

18 16" x 6.0 mm CIPP 1 LF $ $

19 18" x 7.5 mm CIPP 1 LF $ $

20 21" x 7.5 mm CIPP 1 LF $ $

COMPANY NAME: _________________________________________________________________________________

BL092-22 PAGE 9

BID SCHEDULE CONTINUED

DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

21 24" x 9.0 mm CIPP 1 LF $ $

22 27" x 10.5 mm CIPP 1 LF $ $

23 30" x 12.0 mm CIPP 1 LF $ $

24 36" x 16.0 mm CIPP 1 LF $ $

25 42" x 18.0 mm CIPP 1 LF $ $

26 48" x 21.0 mm CIPP 1 LF $ $

Additional Cost per 1.5 mm Thickness 10" diameter

1 LF $ $

Additional Cost per 1.5 mm Thickness 12" diameter

1 LF $ $

Additional Cost per 1.5 mm Thickness 14" diameter

1 LF $ $

Additional Cost per 1.5 mm Thickness 15" diameter

1 LF $ $

Additional Cost per 1.5 mm Thickness 16" diameter

1 LF $ $

Additional Cost per 1.5 mm Thickness 18" diameter

1 LF $ $

Additional Cost per 1.5 mm Thickness 21" diameter

1 LF $ $

Additional Cost per 1.5 mm Thickness 24" diameter

1 LF $ $

Additional Cost per 1.5 mm Thickness 27" diameter

1 LF $ $

Additional Cost per 1.5 mm Thickness 30" diameter

1 LF $ $

Additional Cost per 1.5 mm Thickness 36" diameter

1 LF $ $

Additional Cost per 1.5 mm Thickness 42" diameter

1 LF $ $

Additional Cost per 1.5 mm Thickness 48" diameter

1 LF $ $

40 Service Lateral Reinstatement - Remote 300 EA $ $

Service Lateral Reinstatement - Man Entry

1 EA $ $

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DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

Heavy Cleaning of Sewer Main - material and debris equal to more than 25% diameter of pipe

42 Up to 12” 2,500 LF $ $

43 13” to 18” 500 LF $ $

44 19” to 27” 500 LF $ $

45 28” to 36” 500 LF $ $

46 37” to 48” 500 LF $ $

Specialty Cleaning of Sewer Main - Heavy roots and grease, large diameter rocks and debris

47 Up to 12” 1,500 LF $ $

48 13” to 18” 300 LF $ $

49 19” to 27” 300 LF $ $

50 28” to 36” 300 LF $ $

51 37” to 48” 300 LF $ $

Service Lateral Rehabilitation with CIPP

52 4" x 4.5 mm CIPP 100 EA $ $

53 4” CIPP over 15’ in length 100 LF $ $

54 6" x 4.5 mm CIPP 200 EA $ $

55 6” CIPP over 15’ in length 200 LF $ $

PVC Cleanout Installation (Traditional Excavation)

50 EA $ $

PVC Cleanout Installation (Trenchless or Vacuum)

50 EA $ $

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DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

Pipe Bursting - Full Length

0' - 10' depth installing HDPE Pipe

58 Insertion/Receiving Pit 5 EA $ $

59 Service Reinstatement 10 EA $ $

60 6" to 8" 1,000 LF $ $

61 6" to 10" 1 LF $ $

62 8" to 8" 1,000 LF $ $

63 8" to 10" 1 LF $ $

64 8" to 12" 1 LF $ $

65 10" to 10" 1 LF $ $

66 10" to 12" 1 LF $ $

67 10" to 14" 1 LF $ $

68 12" to 12" 1 LF $ $

69 12" to 15" 1 LF $ $

70 12" to 18" 1 LF $ $

71 15" to 15" 1 LF $ $

72 15" to 16" 1 LF $ $

73 15" to 18" 1 LF $ $

74 18" to 18" 1 LF $ $

75 18" to 20" 1 LF $ $

76 18" to 21" 1 LF $ $

77 20" to 20" 1 LF $ $

78 20" to 21" 1 LF $ $

79 20" to 24" 1 LF $ $

80 21" to 21" 1 LF $ $

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DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

81 21" to 24" 1 LF $ $

82 24" to 24" 1 LF $ $

83 24" to 27" 1 LF $ $

84 27" to 27" 1 LF $ $

85 27" to 30" 1 LF $ $

>10' - 15' depth installing HDPE Pipe

86 Insertion/Receiving Pit 2 EA $ $

87 Service Reinstatement 4 EA $ $

88 6" to 8" 1 LF $ $

89 8" to 8" 300 LF $ $

90 8" to 10" 1 LF $ $

91 8" to 12" 1 LF $ $

92 10" to 10" 1 LF $ $

93 10" to 12" 1 LF $ $

94 10" to 14" 1 LF $ $

95 12" to 12" 1 LF $ $

96 12" to 15" 1 LF $ $

97 12" to 18" 1 LF $ $

98 15" to 15" 1 LF $ $

99 15" to 16" 1 LF $ $

100 15" to 18" 1 LF $ $

101 18" to 18" 1 LF $ $

102 18" to 20" 1 LF $ $

103 18" to 21" 1 LF $ $

104 20" to 20" 1 LF $ $

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DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

105 20" to 21" 1 LF $ $

106 20" to 24" 1 LF $ $

107 21" to 21" 1 LF $ $

108 21" to 24" 1 LF $ $

109 24" to 24" 1 LF $ $

110 24" to 27" 1 LF $ $

111 27" to 27" 1 LF $ $

112 27" to 30" 1 LF $ $

>15' - 20' depth installing HDPE Pipe

113 Insertion/Receiving Pit 1 EA $ $

114 Service Reinstatement 2 EA $ $

115 6" to 8" 1 LF $ $

116 8" to 8" 1 LF $ $

117 8" to 10" 1 LF $ $

118 8" to 12" 1 LF $ $

119 10" to 10" 1 LF $ $

120 10" to 12" 1 LF $ $

121 10" to 14" 1 LF $ $

122 12" to 12" 1 LF $ $

123 12" to 15" 1 LF $ $

124 12" to 18" 1 LF $ $

125 15" to 15" 1 LF $ $

126 15" to 16" 1 LF $ $

127 15" to 18" 1 LF $ $

128 18" to 18" 1 LF $ $

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DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

129 18" to 20" 1 LF $ $

130 18" to 21" 1 LF $ $

131 20" to 20" 1 LF $ $

132 20" to 21" 1 LF $ $

133 20" to 24" 1 LF $ $

134 21" to 21" 1 LF $ $

135 21" to 24" 1 LF $ $

136 24" to 24" 1 LF $ $

137 24" to 27" 1 LF $ $

138 27" to 27" 1 LF $ $

139 27" to 30" 1 LF $ $

>20' - 25' depth installing HDPE Pipe

140 Insertion/Receiving Pit 1 EA $ $

141 Service Reinstatement 2 EA $ $

142 6" to 8" 1 LF $ $

143 8" to 8" 1 LF $ $

144 8" to 10" 1 LF $ $

145 8" to 12" 1 LF $ $

146 10" to 10" 1 LF $ $

147 10" to 12" 1 LF $ $

148 10" to 14" 1 LF $ $

149 12" to 12" 1 LF $ $

150 12" to 15" 1 LF $ $

151 12" to 18" 1 LF $ $

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DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

152 15" to 15" 1 LF $ $

153 15" to 16" 1 LF $ $

154 15" to 18" 1 LF $ $

155 18" to 18" 1 LF $ $

156 18" to 20" 1 LF $ $

157 18" to 21" 1 LF $ $

158 20" to 20" 1 LF $ $

159 20" to 21" 1 LF $ $

160 20" to 24" 1 LF $ $

161 21" to 21" 1 LF $ $

162 21" to 24" 1 LF $ $

163 24" to 24" 1 LF $ $

164 24" to 27" 1 LF $ $

165 27" to 27" 1 LF $ $

166 27" to 30" 1 LF $ $

POINT REPAIRS - UNPAVED AREAS

Depth of Cut for 8" PVC, 0 - 10' of length

167 0 - 8' 50 EA $ $

168 8.01 - 10' 20 EA $ $

169 10.01 - 12' 10 EA $ $

170 12.01 - 14' 5 EA $ $

171 14.01 - 16' 3 EA $ $

172 16.01 - 18' 2 EA $ $

173 18.01 - 20' 2 EA $ $

174 20.01 - 22' 1 EA $ $

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DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

175 22.01 - 24' 1 EA $ $

176 24.01 - 26' 1 EA $ $

177 DIP as an extra 50 LF $ $

8" PVC Per LF over 10' of length

178 0 - 8' 100 LF $ $

179 8.01 - 10' 100 LF $ $

180 10.01 - 12' 12 LF $ $

181 12.01 - 14' 1 LF $ $

182 14.01 - 16' 1 LF $ $

183 16.01 - 18' 1 LF $ $

184 18.01 - 20' 1 LF $ $

185 20.01 - 22' 1 LF $ $

186 22.01 - 24' 1 LF $ $

187 24.01 - 26' 1 LF $ $

188 DIP as an extra 50 LF $ $

Depth of Cut for 10" PVC, 0 - 10' of length

189 0 - 8' 2 EA $ $

190 8.01 - 10' 2 EA $ $

191 10.01 - 12' 1 EA $ $

192 12.01 - 14' 1 EA $ $

193 14.01 - 16' 1 EA $ $

194 16.01 - 18' 1 EA $ $

195 18.01 - 20' 1 EA $ $

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DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

196 20.01 - 22' 1 EA $ $

197 22.01 - 24' 1 EA $ $

198 24.01 - 26' 1 EA $ $

199 DIP as an extra 1 LF $ $

10" PVC Per LF over 10' of length

200 0 - 8' 1 LF $ $

201 8.01 - 10' 1 LF $ $

202 10.01 - 12' 30 LF $ $

203 12.01 - 14' 1 LF $ $

204 14.01 - 16' 1 LF $ $

205 16.01 - 18' 1 LF $ $

206 18.01 - 20' 1 LF $ $

207 20.01 - 22' 1 LF $ $

208 22.01 - 24' 1 LF $ $

209 24.01 - 26' 1 LF $ $

210 DIP as an extra 1 LF $ $

Depth of Cut for 12" PVC, 0 - 10' of length

211 0 - 8' 1 EA $ $

212 8.01 - 10' 1 EA $ $

213 10.01 - 12' 1 EA $ $

214 12.01 - 14' 1 EA $ $

215 14.01 - 16' 1 EA $ $

216 16.01 - 18' 1 EA $ $

217 18.01 - 20' 1 EA $ $

BL092-22 PAGE 18

DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

218 20.01 - 22' 1 LF $ $

219 22.01 - 24' 1 LF $ $

220 24.01 - 26' 1 LF $ $

221 DIP as an extra 1 LF $ $

12" PVC Per LF over 10' of length

222 0 - 8' 1 LF $ $

223 8.01 - 10' 1 LF $ $

224 10.01 - 12' 1 LF $ $

225 12.01 - 14' 1 LF $ $

226 14.01 - 16' 1 LF $ $

227 16.01 - 18' 1 LF $ $

228 18.01 - 20' 1 LF $ $

229 20.01 - 22' 1 LF $ $

230 22.01 - 24' 1 LF $ $

231 24.01 - 26' 1 LF $ $

232 DIP as an extra 1 LF $ $

Depth of Cut for 14" PVC, 0 - 10' of length

233 0 - 8' 1 EA $ $

234 8.01 - 10' 1 EA $ $

235 10.01 - 12' 1 EA $ $

236 12.01 - 14' 1 EA $ $

237 14.01 - 16' 1 EA $ $

238 16.01 - 18' 1 EA $ $

BL092-22 PAGE 19

DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

239 18.01 - 20' 1 EA $ $

240 20.01 - 22' 1 EA $ $

241 22.01 - 24' 1 EA $ $

242 24.01 - 26' 1 EA $ $

243 DIP as an extra 1 LF $ $

14" PVC Per LF over 10' of length

244 0 - 8' 1 LF $ $

245 8.01 - 10' 1 LF $ $

246 10.01 - 12' 1 LF $ $

247 12.01 - 14' 1 LF $ $

248 14.01 - 16' 1 LF $ $

249 16.01 - 18' 1 LF $ $

250 18.01 - 20' 1 LF $ $

251 20.01 - 22' 1 LF $ $

252 22.01 - 24' 1 LF $ $

253 24.01 - 26' 1 LF $ $

254 DIP as an extra 1 LF $ $

Depth of Cut for 15" PVC, 0 - 10' of length

255 0 - 8' 1 EA $ $

256 8.01 - 10' 1 EA $ $

257 10.01 - 12' 1 EA $ $

258 12.01 - 14' 1 EA $ $

259 14.01 - 16' 1 EA $ $

260 16.01 - 18' 1 EA $ $

261 18.01 - 20' 1 EA $ $

BL092-22 PAGE 20

DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

262 20.01 - 22' 1 EA $ $

263 22.01 - 24' 1 EA $ $

264 24.01 - 26' 1 EA $ $

265 DIP as an extra 1 LF $ $

15" PVC Per LF over 10' of length

266 0 - 8' 1 LF $ $

267 8.01 - 10' 1 LF $ $

268 10.01 - 12' 1 LF $ $

269 12.01 - 14' 1 LF $ $

270 14.01 - 16' 1 LF $ $

271 16.01 - 18' 1 LF $ $

272 18.01 - 20' 1 LF $ $

273 20.01 - 22' 1 LF $ $

274 22.01 - 24' 1 LF $ $

275 24.01 - 26' 1 LF $ $

276 DIP as an extra 1 LF $ $

Depth of Cut for 16" PVC, 0 - 10' of length

277 0 - 8' 1 EA $ $

278 8.01 - 10' 1 EA $ $

279 10.01 - 12' 1 EA $ $

280 12.01 - 14' 1 EA $ $

281 14.01 - 16' 1 EA $ $

282 16.01 - 18' 1 EA $ $

283 18.01 - 20' 1 EA $ $

284 20.01 - 22' 1 EA $ $

BL092-22 PAGE 21

DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

285 22.01 - 24' 1 EA $ $

286 24.01 - 26' 1 EA $ $

287 DIP as an extra 1 LF $ $

16" PVC Per LF over 10' of length

288 0 - 8' 1 LF $ $

289 8.01 - 10' 1 LF $ $

290 10.01 - 12' 1 LF $ $

291 12.01 - 14' 1 LF $ $

292 14.01 - 16' 1 LF $ $

293 16.01 - 18' 1 LF $ $

294 18.01 - 20' 1 LF $ $

295 20.01 - 22' 1 LF $ $

296 22.01 - 24' 1 LF $ $

297 24.01 - 26' 1 LF $ $

298 DIP as an extra 1 LF $ $

Depth of Cut for 18" DIP, 0 - 10' of length

299 0 - 8' 1 EA $ $

300 8.01 - 10' 1 EA $ $

301 10.01 - 12' 1 EA $ $

302 12.01 - 14' 1 EA $ $

303 14.01 - 16' 1 EA $ $

304 16.01 - 18' 1 EA $ $

305 18.01 - 20' 1 EA $ $

306 20.01 - 22' 1 EA $ $

307 22.01 - 24' 1 EA $ $

BL092-22 PAGE 22

DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

308 24.01 - 26' 1 EA $ $

18" DIP Per LF over 10' of length

309 0 - 8' 1 LF $ $

310 8.01 - 10' 1 LF $ $

311 10.01 - 12' 1 LF $ $

312 12.01 - 14' 1 LF $ $

313 14.01 - 16' 1 LF $ $

314 16.01 - 18' 1 LF $ $

315 18.01 - 20' 1 LF $ $

316 20.01 - 22' 1 LF $ $

317 22.01 - 24' 1 LF $ $

318 24.01 - 26' 1 LF $ $

Depth of Cut for 21" DIP, 0 - 10' of length

319 0 - 8' 1 EA $ $

320 8.01 - 10' 1 EA $ $

321 10.01 - 12' 1 EA $ $

322 12.01 - 14' 1 EA $ $

323 14.01 - 16' 1 EA $ $

324 16.01 - 18' 1 EA $ $

325 18.01 - 20' 1 EA $ $

326 20.01 - 22' 1 EA $ $

327 22.01 - 24' 1 EA $ $

328 24.01 - 26' 1 EA $ $

BL092-22 PAGE 23

DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

21" DIP Per LF over 10' of length

329 0 - 8' 1 LF $ $

330 8.01 - 10' 1 LF $ $

331 10.01 - 12' 1 LF $ $

332 12.01 - 14' 1 LF $ $

333 14.01 - 16' 1 LF $ $

334 16.01 - 18' 1 LF $ $

335 18.01 - 20' 1 LF $ $

336 20.01 - 22' 1 LF $ $

337 22.01 - 24' 1 LF $ $

338 24.01 - 26' 1 LF $ $

Depth of Cut for 24" DIP, 0 - 10' of length

339 0 - 8' 1 EA $ $

340 8.01 - 10' 1 EA $ $

341 10.01 - 12' 1 EA $ $

342 12.01 - 14' 1 EA $ $

343 14.01 - 16' 1 EA $ $

344 16.01 - 18' 1 EA $ $

345 18.01 - 20' 1 EA $ $

346 20.01 - 22' 1 EA $ $

347 22.01 - 24' 1 EA $ $

348 24.01 - 26' 1 EA $ $

24" DIP Per LF over 10' of length

349 0 - 8' 1 LF $ $

350 8.01 - 10' 1 LF $ $

BL092-22 PAGE 24

DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

351 10.01 - 12' 1 LF $ $

352 12.01 - 14' 1 LF $ $

353 14.01 - 16' 1 LF $ $

354 16.01 - 18' 1 LF $ $

355 18.01 - 20' 1 LF $ $

356 20.01 - 22' 1 LF $ $

357 22.01 - 24' 1 LF $ $

358 24.01 - 26' 1 LF $ $

Depth of Cut for 27" DIP, 0 - 10' of length

359 0 - 8' 1 EA $ $

360 8.01 - 10' 1 EA $ $

361 10.01 - 12' 1 EA $ $

362 12.01 - 14' 1 EA $ $

363 14.01 - 16' 1 EA $ $

364 16.01 - 18' 1 EA $ $

365 18.01 - 20' 1 EA $ $

366 20.01 - 22' 1 EA $ $

367 22.01 - 24' 1 EA $ $

368 24.01 - 26' 1 EA $ $

27" DIP Per LF over 10' of length

369 0 - 8' 1 LF $ $

370 8.01 - 10' 1 LF $ $

371 10.01 - 12' 1 LF $ $

372 12.01 - 14' 1 LF $ $

373 14.01 - 16' 1 LF $ $

BL092-22 PAGE 25

DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

374 16.01 - 18' 1 LF $ $

375 18.01 - 20' 1 LF $ $

376 20.01 - 22' 1 LF $ $

377 22.01 - 24' 1 LF $ $

378 24.01 - 26' 1 LF $ $

Depth of Cut for 30" DIP, 0 - 10' of length

379 0 - 8' 1 EA $ $

380 8.01 - 10' 1 EA $ $

381 10.01 - 12' 1 EA $ $

382 12.01 - 14' 1 EA $ $

383 14.01 - 16' 1 EA $ $

384 16.01 - 18' 1 EA $ $

385 18.01 - 20' 1 EA $ $

386 20.01 - 22' 1 EA $ $

387 22.01 - 24' 1 EA $ $

388 24.01 - 26' 1 EA $ $

30" DIP Per LF over 10' of length

389 0 - 8' 1 LF $ $

390 8.01 - 10' 1 LF $ $

391 10.01 - 12' 1 LF $ $

392 12.01 - 14' 1 LF

393 14.01 - 16' 1 LF

394 16.01 - 18' 1 LF $ $

395 18.01 - 20' 1 LF $ $

396 20.01 - 22' 1 LF $ $

BL092-22 PAGE 26

DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

397 22.01 - 24' 1 LF $ $

398 24.01 - 26' 1 LF $ $

Depth of Cut for 36" DIP, 0 - 10' of length

399 0 - 8' 1 EA $ $

400 8.01 - 10' 1 EA $ $

401 10.01 - 12' 1 EA $ $

402 12.01 - 14' 1 EA $ $

403 14.01 - 16' 1 EA $ $

404 16.01 - 18' 1 EA $ $

405 18.01 - 20' 1 EA $ $

406 20.01 - 22' 1 EA $ $

407 22.01 - 24' 1 EA $ $

408 24.01 - 26' 1 EA $ $

36" DIP Per LF over 10' of length

409 0 - 8' 1 LF $ $

410 8.01 - 10' 1 LF $ $

411 10.01 - 12' 1 LF $ $

412 12.01 - 14' 1 LF $ $

413 14.01 - 16' 1 LF $ $

414 16.01 - 18' 1 LF $ $

415 18.01 - 20' 1 LF $ $

416 20.01 - 22' 1 LF $ $

417 22.01 - 24' 1 LF $ $

418 24.01 - 26' 1 LF $ $

BL092-22 PAGE 27

DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

Depth of Cut for 42" DIP, 0 - 10' of length

419 0 - 8' 1 EA $ $

420 8.01 - 10' 1 EA $ $

421 10.01 - 12' 1 EA $ $

422 12.01 - 14' 1 EA $ $

423 14.01 - 16' 1 EA $ $

424 16.01 - 18' 1 EA $ $

425 18.01 - 20' 1 EA $ $

426 20.01 - 22' 1 EA $ $

427 22.01 - 24' 1 EA $ $

428 24.01 - 26' 1 EA $ $

42" DIP Per LF over 10' of length

429 0 - 8' 1 LF $ $

430 8.01 - 10' 1 LF $ $

431 10.01 - 12' 1 LF $ $

432 12.01 - 14' 1 LF $ $

433 14.01 - 16' 1 LF $ $

434 16.01 - 18' 1 LF $ $

435 18.01 - 20' 1 LF $ $

436 20.01 - 22' 1 LF $ $

437 22.01 - 24' 1 LF $ $

438 24.01 - 26' 1 LF $ $

Depth of Cut for 48" DIP, 0 - 10' of length

439 0 - 8' 1 EA $ $

BL092-22 PAGE 28

DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

440 8.01 - 10' 1 EA $ $

441 10.01 - 12' 1 EA $ $

442 12.01 - 14' 1 EA $ $

443 14.01 - 16' 1 EA $ $

444 16.01 - 18' 1 EA $ $

445 18.01 - 20' 1 EA $ $

446 20.01 - 22' 1 EA $ $

447 22.01 - 24' 1 EA $ $

448 24.01 - 26' 1 EA $ $

48" DIP Per LF over 10' of length

449 0 - 8' 1 LF $ $

450 8.01 - 10' 1 LF $ $

451 10.01 - 12' 1 LF $ $

452 12.01 - 14' 1 LF $ $

453 14.01 - 16' 1 LF $ $

454 16.01 - 18' 1 LF $ $

455 18.01 - 20' 1 LF $ $

456 20.01 - 22' 1 LF $ $

457 22.01 - 24' 1 LF $ $

458 24.01 - 26' 1 LF $ $

INTERNAL MECHANICAL POINT REPAIR

459 8" Internal Seal 1 EA $ $

460 10" Internal Seal 1 EA $ $

461 12" Internal Seal 1 EA $ $

BL092-22 PAGE 29

DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

462 14" Internal Seal 1 EA $ $

463 15" Internal Seal 1 EA $ $

464 16" Internal Seal 1 EA $ $

465 18" Internal Seal 1 EA $ $

466 21" Internal Seal 1 EA $ $

467 24" Internal Seal 1 EA $ $

468 27" Internal Seal 1 EA $ $

Manhole Repair/Rehabilitation - UNPAVED

AREAS

469 Repair Manhole Bench/Table and Invert 100 EA $ $

Remove and Replace existing Bench/Table and Invert

50 EA $ $

471 48" diameter - Cementious Rehabilitation 150 VF $ $

472 60" diameter - Cementious Rehabilitation 1 VF $ $

473 72" diameter - Cementious Rehabilitation 1 VF $ $

48" diameter - Epoxy/Urethane Rehabilitation

500 VF $ $

60" diameter - Epoxy/Urethane Rehabilitation

1 VF $ $

72" diameter - Epoxy/Urethane Rehabilitation

1 VF $ $

477 48" diameter - Fiberglass Insert 1 VF $ $

478 60" diameter - Fiberglass Insert 1 VF $ $

479 72" diameter - Fiberglass Insert 1 VF $ $

480 48" diameter - Polymer Cement Manhole 1 VF $ $

481 60" diameter - Polymer Cement Manhole 1 VF $ $

482 72" diameter - Polymer Cement Manhole 1 VF $ $

483 Mortar Grout Lift Holes 500 EA $ $

484 Mortar Grout Manhole Crack/Joints 1,500 LF $ $

BL092-22 PAGE 30

DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

485 Pressure Grout Pipe Seal 1 EA $ $

486 Pressure Grout Manhole Crack/Joint 1 EA $ $

487 Grout used 1 GAL $ $

Manhole Adjustment - UNPAVED AREAS

488 Internal manhole Frame seal 1 EA $ $

489 External manhole Frame seal 1 EA $ $

490 Re-set existing manhole Frame & Cover 50 EA $ $

Remove existing manhole Frame & Cover and replace w/ standard Frame & Cover

15 EA

Remove existing manhole Frame & Cover and replace w/ watertight (bolt down) Frame & Cover

25 EA $ $

493 Locate and expose buried manhole 100 EA $ $

Adjust elevation of manhole Frame & Cover up to 1.0 feet using brick

100 EA $ $

Install new cone

495 48” diameter 50 EA $ $

Install new cone- cast in place with bolt down ring and cover

496 48” diameter 50 EA $ $

Install flat top with bolt down ring and cover

497 48” diameter 10 EA $ $

498 60” diameter 2 EA $ $

499 72” diameter 2 EA $ $

Install 1.0' vertical riser precast manhole barrel section

500 48" diameter 5 EA $ $

501 60" diameter 1 EA $ $

502 72" diameter 1 EA $ $

BL092-22 PAGE 31

DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

Install 2.0' vertical riser precast manhole barrel

503 48" diameter 10 EA $ $

504 60" diameter 1 EA $ $

505 72" diameter 1 EA $ $

Install 3.0’ vertical riser precast manhole barrel

506 48” diameter 10 EA $ $

507 60” diameter 1 EA

508 72” diameter 1 EA $ $

Install 4.0' vertical riser precast manhole barrel

509 48" diameter 10 EA $ $

510 60" diameter 1 EA $ $

511 72" diameter 1 EA $ $

Lower existing manhole Frame & Cover elevation by up to 1.0 foot by removal of brick & re-install Frame & Cover

2 EA $ $

Lower existing manhole Frame & Cover elevation by removal of precast manhole barrel section & re-install Frame & Cover

513 1.0 vertical foot 1 EA $ $

514 2.0 vertical foot 2 EA $ $

515 3.0 vertical foot 5 EA $ $

516 4.0 vertical foot 5 EA $ $

Manhole Replacement/New Manhole Installation Unpaved Areas

48" diameter

517 0 - 8' 8 VF $ $

518 8.01 - 10' 10 VF $ $

BL092-22 PAGE 32

DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

519 10.01 - 12' 12 VF $ $

520 12.01 - 14' 1 VF $ $

521 14.01 - 16' 1 VF $ $

522 16.01 - 18' 1 VF $ $

523 18.01 - 20' 1 VF $ $

524 20.01 - 22' 1 VF $ $

525 22.01 - 24' 1 VF $ $

526 24.01 - 26' 1 VF $ $

60" diameter

527 0 - 8' 1 VF $ $

528 8.01 - 10' 1 VF $ $

529 10.01 - 12' 1 VF $ $

530 12.01 - 14' 1 VF $ $

531 14.01 - 16' 1 VF $ $

532 16.01 - 18' 1 VF $ $

533 18.01 - 20' 1 VF $ $

534 20.01 - 22' 1 VF $ $

535 22.01 - 24' 1 VF $ $

536 24.01 - 26' 1 VF $ $

72" diameter

537 0 - 8' 1 VF $ $

538 8.01 - 10' 1 VF $ $

539 10.01 - 12' 1 VF $ $

540 12.01 - 14' 1 VF $ $

541 14.01 - 16' 1 VF $ $

BL092-22 PAGE 33

DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

542 16.01 - 18' 1 VF $ $

543 18.01 - 20' 1 VF $ $

544 20.01 - 22' 1 VF $ $

545 22.01 - 24' 1 VF $ $

546 24.01 - 26' 1 VF $ $

Miscellaneous

547 Light Easement Clearing 1,000 SY $ $

548 Heavy Easement Clearing 1,000 SY $ $

549 Seed, Fertilize, and Straw 1,000 SY $ $

Decorative Ground Cover (pine straw, mulch, stone)

1,000 SY $ $

551 Solid Sod 500 SY $ $

552 Top Soil in place 10 CY $ $

553 Back Fill (sand / clay) 25 TON $ $

554 Remove and Reset Fencing 75 LF $ $

Remove and install new fence (chain-link, wood, privacy)

75 LF $ $

556 Remove and replace curb and gutter 30 LF $ $

557 Remove and replace concrete sidewalk 20 SY $ $

558 Remove and replace driveways 20 SY $ $

559 Stone Bedding and Backfill 250 TON $ $

560 Surface stone for site access 20 TON $ $

561 Rip rap Type III 1,000 TON $ $

562 Rip rap Type I 500 TON $ $

563 Standard slope matting 100 SY $ $

564 Remove and replace asphalt roadway 450 SY $ $

BL092-22 PAGE 34

DESCRIPTION APPROX. QTY. UNIT PRICE TOTAL PRICE

565 Concrete surface restoration 100 SY $ $

Remove and replace roadway concrete subbase

20 SY $ $

Remove and replace roadway crushed rock subbase

150 SY $ $

568 Tree save/orange fence 100 LF $ $

569 Hay Bales 4 EA $ $

570 Silt Fencing - Type "A" 300 LF $ $

571 Silt Fencing - Type "C" 1 LF $ $

572 Roadway for temporary access 2,000 SY $ $

573 Temporary Creek/Ditch Crossing 4 EA $ $

Contingency Costs - Additional Work

Labor & Materials

574 Cost plus percentage not to exceed 10% %

TOTAL $

NOTE: All pricing submitted should be rounded to the nearest 2 decimal places.

Gwinnett County requires pricing to remain firm for the duration of the initial term of the contract. Failure to hold firm pricing for the initial term of the contract will be sufficient cause for Gwinnett County to declare bid non-responsive. Contract to begin on January 01, 2023, or upon award.

Unless otherwise noted, quoted prices will remain firm for four (4) additional 12-month periods. If a percentage increase/decrease will be a part of a renewal option, please note this in the space provided together with an explanation.

Option 1 Renewal ____% Increase ____% Decrease Option 2 Renewal ____% Increase ____% Decrease

Option 3 Renewal ____% Increase ____% Decrease Option 4 Renewal ____% Increase ____% Decrease

Explanation:__________________________________________________________________________________

BL092-22 PAGE 35

FAILURE TO RETURN THIS PAGE AS PART OF YOUR BID DOCUMENT MAY RESULT IN REJECTION OF BID.

The undersigned acknowledges receipt of the following addenda, listed by number and date as issued appearing on each:

Addendum No. Date Addendum No. Date

Certification Of Non-Collusion in Bid Preparation ______________________________________________ Signature Date

The County requires that all who enter into a contract for the physical performance of services with the County must satisfy OCGA § 13-10-91 and Rule 300-10-1-02, in all manner, and such are conditions of the contract.

In compliance with the attached specifications, the undersigned acknowledges all requirements outlined in the "Instructions to Bidders" and all documents referred to therein, if this bid is accepted by the Board of Commissioners within ninety (90) days of the date of proposal opening, to furnish any or all of the items upon which prices are quoted, at the price set opposite each item, delivered to the designated point(s) within the time specified in the fee schedule. By submission of this proposal, I understand that Gwinnett County uses Electronic Payments for remittance of goods and services. Vendors should select their preferred method of electronic payment upon notice of award. For more information on electronic payments, please refer to the Electronic Payment information in the instructions to bidders.

TERMINATION FOR CAUSE: The County may terminate this agreement for cause upon ten days prior written notice to the contractor of the contractor’s default in the performance of any term of this agreement. Such termination shall be without prejudice to any of the County’s rights or remedies by law.

TERMINATION FOR CONVENIENCE: The County may terminate this agreement for its convenience at any time upon 30 days written notice to the contractor. In the event of the County’s termination of this agreement for convenience, the contractor will be paid for those services actually performed. Partially completed performance of the agreement will be compensated based upon a signed statement of completion to be submitted by the contractor, which shall itemize each element of performance.

Legal Business Name ____________________________________________________________________________________ (If your company is an LLC, you must identify all principals to include addresses and phone numbers in your submittal) Federal Tax ID___________________________________________________________________________________________

Address _____________________________________________________________________________________________ Does your company currently have a location within Gwinnett County? Yes No

Representative Signature _______________________________________________________________________________

Printed Name ____________________________________________________________________________________________

Telephone Number __________________________ Fax Number _______________________________________________

BL092-22 PAGE 36

E-mail address ___________________________________________________________________________________________

List Satellite Offices, If Any: ___________________________________________________________________________

Indicate Location(S) From Which Services for This Project Will Be Staged:______________________________

Location of Project Office:_____________________________________________________________________________

Location of Proposed Project Manager: _______________________________________________________________

*Project Manager’s Total # Years of Similar Experience:________________________________________________

Specify *Project Manager’s Primary Role on Similar Project: ____________________________________________

Brief History of Firm: __________________________________________________________________________________

Describe Business Activities: __________________________________________________________________________

Size of Firm: __________________________________________________________________________________________

Employees:___________________________________________________________________________________________

BL092-22 PAGE 37

List Officers (Name and Title): _____________________________ ______________________________________

Name Title

Name Title

Name Title Affiliates, If Any:_______________________________________________________________________________________

Subsidiaries, If Any: ___________________________________________________________________________________

Ownership: ___________________________________________________________________________________________

OTHER CORPORATE DATA AS DEEMED PERTINENT: Project teams are acceptable, provided a single firm or entity is designated as the lead Respondent with overall project accountability. If an association with other firms or entities is proposed, describe the working relationship, identify specific areas of responsibility of each firm, and identify the lead firm that will have overall project accountability, as well as any specific past experiences with said firm(s) and the working relationship:

BL092-22 PAGE 38

GWINNETT COUNTY, GEORGIA

LIST OF SUBCONTRACTORS

I do , do not , propose to subcontract some of the work on this project. I propose to Subcontract work to the following subcontractors:

NAME AND ADDRESS

TYPE OF WORK

Company Name

BL092-22 PAGE 39

REFERENCES

Gwinnett County requests a minimum of three (3) detailed references where work of a similar size and scope has been completed. *Experience with design and operation of temporary bypass pumping systems is required and should be clearly detailed below. References provided should clearly demonstrate Contractor’s ability to provide services as outlined in this request for bid. Failure to provide reference information that is correct, current and easily verifiable may result in bid being deemed non-responsive.

Note: References should be customized for each project, rather than submitting the same set of references for every project bid. The references listed should be of similar size and scope of the project being bid on. Do not submit a project list in lieu of this form.

1. Company Name

Brief Description of Project

Completion Date

Contract Amount $ Start Dates

Contact Person Telephone

E-Mail Address

2. Company Name

Contract Amount $ Start Date

3. Company Name

Contract Amount $ Start Date

Company Name _______________________________________________________________________________

BL092-22 PAGE 40

BL092-22, Provision of Sanitary Sewer and Force Main Rehabilitation Program on an Annual Contract

CODE OF ETHICS AFFIDAVIT

(THIS FORM SHOULD BE FULLY COMPLETED AND RETURNED WITH

YOUR SUBMITTAL AND WILL BE REQUIRED PRIOR TO EVALUATION)

In accordance with Section 54-33 of the Gwinnett County Code of Ordinances the undersigned bidder/proposer makes the following full and complete disclosure under oath, to the best of his/her knowledge, of the name(s) of all elected officials whom it employs or who have a direct or indirect pecuniary interest in or with the bidder/proposer, its affiliates or its subcontractors:

1.

(Company Submitting Bid/Proposal)

2. (Please check one box below)

No information to disclose (complete only section 4 below)

Disclosed information below (complete section 3 & section 4 below)

3. (if additional space is required, please attach list)

Gwinnett County Elected Official Name Gwinnett County Elected Official Name

Gwinnett County Elected Official Name Gwinnett County Elected Official Name

4. Sworn to and subscribed before me this

BY: day of , 20

Authorized Officer or Agent Signature

Printed Name of Authorized Officer or Agent Notary Public

Title of Authorized Officer or Agent of Contractor (seal)

Note: See Gwinnett County…