BL092-22 PAGE 1

Addendum #1

August 30, 2022

ADDENDUM #2

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

This Addendum is being issued to provide the following revisions to the bid documents.

Make the following changes/clarifications to the above referenced bid:

▪ Please change the word “must” to “should” to read “Contractor should have been in business for a minimum of five (5) years.”

(Located on page 6 (3.2)).

Questions:

Q1. Please provide the previous contract bid tabulations.

A1. Please see the attached.

Q2. What is the County’s anticipated budget per year?

A2. There is approved funding for this annual contract. Gwinnett County expects each contractor to bid a competitive price. Award will be made to the lowest responsive and responsible bidder.

Q3. How many work orders can the contractor expect per year?

A3. The exact number of work orders will vary from year to year. The work will be procured on an “as-needed” basis, and it is intended that planned work will be spread equitably across the year.

Q4. Can the County please provide the total quantities that have been completed on the previous contract?

A4. The quantities on the bid tab closely represent the quantities that have been completed on the previous contract. Please see the attached previous bid tabulations.

Q5. Will the County be providing a water meter for the contractor to utilize free of charge for this project?

A5. A water meter will be issued to the successful bidder free of charge. A refundable meter deposit will be required to be paid by the contractor.

Q6. Will the County provide a drying bed to the contractor to dispose the solids once decanted from the vacuum truck? If so, what is the location?

A6. No, a drying bed will not be provided.

Q7. If no drying bed will be provided by the County, what is a nearby location that will accept the debris?

A7. The successful bidder will be responsible for finding a location for the debris.

Q8. Are the renewals bi-lateral? (Meaning both the County and contractor has the right to agree or disagree to the renew the contract)

A8. Yes, at the time of renewal both the County and contractor have the right to renewal or not to renew. However, the contractor cannot renew for more than what is stated on the original bid document.

Q9. Would the County please clarify if bid item #’s 53 & 55 are in addition to #’s 52 & 54 or separate?

A9. Line items 52 and 54 are for cost of lateral CIPP up to 15’. Line items 53 and 55 are for additional CIPP over the first 15’.

Example: 6” lateral 20’ length CIPP. Line item 54 (1) each. Line item 55 (5 LF) for a total of 20’.

Q10. Are there any plans for this solicitation?

A10. No, there are no plans for this solicitation.

Q11. Is there a plan holders list for this solicitation?

A11. No, there is not a plan holders list for this solicitation.

Q12. Page 4 states “contractor must be properly licensed in State of Georgia” is that a utility license there referring to? Is a General Contractors or Utility Contractor’s license required?

A12. The contractor should be properly licensed for the task they are completing. For example, a contractor making repairs to a sewer line should have a utility contractor’s license.

BL092-22 PAGE 2

Q13. Would the County consider adding three pay items to cover the cost for traffic control? This way it will not be incidental on this unidentified contract since there is no way of knowing the amount of cost we need to account for (Per Flagger / HR, Single Lane Closure / EA, Multi Lane Closure / EA)"

A13. No, Traffic control is considered incidental to all rehabilitation activities and is the responsibility of the contractor.

Q14. What is the anticipated contract amount for year one of the contract?

A14. There is approved funding for this annual contract. Gwinnett County expects each contractor to bid a competitive price. Award will be made to the lowest responsive and responsible bidder.

Q15. MH Rehab – Vac testing is stated in the MH specifications, is holiday/spark testing acceptable?

A15. All manholes rehabilitated using cement mortar lining, epoxy lining or fiberglass insert lining shall be subject to testing using the vacuum test method. The contractor shall follow the manufacturer’s recommendations for proper and safe procedures.

Q16. MH Rehab – specifications state to add oxide or sand to the benches to make them non slippery. Is this a mandatory requirement, if so this could potentially cause issues with products catching and causing backups?

A16. The sloped surface of the manhole bench shall be made non-skid by broadcasting aluminum oxide or sand into the surface prior to gelatin/set.

Q17. Will the County add line items for lining of force mains instead of lumping together with gravity segments?

A17. No, force main lining will be paid using Cured in Place Pipe (CIPP) Line Items #11-41.

Q18. Force Mains present challenges that are not present in the lining of gravity segments. Also, force mains have turns and bends, access can be an issue. If the contractor has to expose bends or turns on the force main in order to line, how will this cost be billed?

A18. If approved by GCDWR, exposing bends or turns will be paid using Point Repair Line Items #167-458.

Q19. End seals will be required at all inversions for a watertight seal. How does the contractor account for these costs?

A19. End seals will be paid using Contingency Cost- Additional Work, Labor and Materials.

Q20. Lining force mains the contractor will need CCTV in order to measure and order materials. If the force main has bends, it may be necessary to open up the pipe to complete CCTV. Would the County add a line item for CCTV of force mains?

A20. No, additional line items will be added for CCTV of force mains. Pre and Post CCTV is the responsibility of the contractor and shall be included in the pricing related to CIPP.

Q21. Would the County add a line item for the pits needed to complete the CCTV and temporarily repair of the segment to account for the lead time on materials?

A21. If approved by GCDWR, exposing bends or turns will be paid using Point Repair Line Items #167-458.

Q22. CIPP specifications state – “No separate payment will be made for wastewater flow control associated with the installation of

CIPP”. When lining force mains that have high flow, will the County consider adding a line item for bypass of force mains?

A22. No separate payment will be made for wastewater flow control associated with the installation of CIPP.

Q23. Is traffic control considered incidental on all rehab activities? If so, will the County consider adding a line item for traffic control?

A23. Traffic control is considered incidental to all rehabilitation activities and is the responsibility of the contractor. No line item will be added.

Q24. Are you able to confirm the liquidated damages, warranty, and completion date for the project above?

A24. There are no liquidated damages on this contract. Each SSR has a warranty section that varies for each SSR, and the work being performed. This is an annual contract with a 12-month initial term and four (4) additional 12-month terms. An example would be if this contract were to start on January 01, 2023 then the end date for the term would be December 31, 2023.

Q25. Please provide the pre-bid sign in sheet.

A25. The Pre-Bid Sign in sheet is attached.

Q26. If the Contractor determines that the County’s requested method of rehab is not suitable for a given repair, based on commonly accepted industry practice, what is the process for mediation of said work order or removal from the Contractor’s contract? Will the County require the Contractor to complete that method of rehab regardless of the Contractor’s professional opinion or risk to safety (Contractor, County, and/or public), equipment, or installed product quality?

A26. Repair methods are outlined in The SSR’s. GCDWR will consider the contractors opinion, but GCDWR will have the final decision on repair/rehab methods.

BL092-22 PAGE 3

Q27. How will the Contractor be compensated for work, equipment, or materials where a bid schedule line item does not exist due to exceptional circumstances, to include but not limited to specialized pipe material installation, utility relocation, access pits, nontypical high risk bypass site prep, specialized high head pump requirements, and specialized point repair applications under high-risk areas such as an Interstate?

A27. With pre-approval from GCDWR, undefined work items will be paid under Contingency Cost- Additional Work, Labor and Materials.

Q28. Will the County discuss and utilize the Contractor’s professional opinion to determine the best method for repair/rehabilitation for a particular line?

A28. Repair methods are outlined in The SSR’s. GCDWR will consider the contractors opinion, but GCDWR will have the final decision on repair/rehab methods.

Q29. In reviewing the current bid document(s), we anticipate encountering areas of “gray space” with the County’s work orders.

To cover the costs associated with these undefined areas, would the County consider adding pay items for labor & equipment on an hourly basis?

A29. With pre-approval from GCDWR, undefined work items will be paid under Contingency Cost- Additional Work, Labor and Materials.

Q30. How will bypass pumping size be determined for a work order? By the Contractor or County? If the technical opinion differs and the County requires a smaller pump will the County accept all risk for overflows and spills?

A30. Please refer to SSR 10- Wastewater Flow Control. Contractor will be responsible for sizing pumps.

Q31. Will the County consider adding a line item for temporary road closure that includes automated signal operations? This should be a daily rate.

A31. No, Traffic control is considered incidental to all rehabilitation activities and is the responsibility of the contractor.

Q32. Gwinnett County includes a variety of traffic situations to include residential neighborhoods, industrial sectors, busy commercial areas, interstate highways with associated access roads & ramps. The required traffic control operations for these could range from a few hundred dollars per day to several thousand dollars per day. How is a bidder expected to encompass all of these different situations in the line-item pricing including in this bid?

A32. Please see contract section 1.2 “General Requirements”- letter “H”.

Q33. Will the County please consider adding minor & major traffic control line items similar to the suggested items below?

A33. No, Traffic control is considered incidental to all rehabilitation activities and is the responsibility of the contractor.

Q34. Will the County please clarify when hard pipe discharge hose is required for bypass pumping? With regards to bypass pumping, how will the Contractor be compensated for hard discharge piping when its required? What discharge pipe diameters require hard piping? Which diameters can lay flat be used?

A34. Please refer to SSR 10 Wastewater Flow Control.

Q35. Will the County please add a line item for hard discharge piping?

A35. No, additional line items will be added for hard discharge piping. Discharge piping will be covered under line item 7 and 8.

Q36. With regards to bypass pumping, how will the Contractor be compensated for specialty hydraulic pumps when they are required?

A36. Please refer to SSR 10 Wastewater Flow Control.

Standard DOT Concrete Barrier 1 LF

MUTCD Standard Safety Barrel 1 Ea/Day

Police Cruiser 1 HRS

Certified Flagman 1 HRS

Light Plant 1 HRS

Electronic Message Board 1 Days

BL092-22 PAGE 4

Q37. In large bypass set-ups, back-up pumps will be required. Current line-item pricing refers to set-up, operation, & discharge hose piping. When back-up pumps are utilized, will the Contractor be compensated the same way as the primary pumps (a set-up, discharge hose, & operating time)?

A37. Pump redundancy is the responsibility of the contractor and is considered incidental to wastewater flow control.

Q38. Will the County confirm the specification that pipe replacement from manhole to manhole cannot be defined as a point repair?

A38. Per SSR 11- Point Repairs to Sanitary Sewers and Service Laterals- “Point repairs as used in these Specifications shall mean repair of a limited length (not full length) of existing sanitary sewer mains between two manholes and/or a portion of a service lateral between the sewer main and the facility it serves.”

Q39. Is there a limit to the quantity for additional LF beyond the point repair EACH line item?

A39. Per SSR 11- Point Repairs to Sanitary Sewers and Service Laterals- “Point repairs as used in these Specifications shall mean repair of a limited length (not full length) of existing sanitary sewer mains between two manholes and/or a portion of a service lateral between the sewer main and the facility it serves.”

Q40. How many feet of replacement is expected to be included in each Point Repair?

A40. There may be up to 10’ of length. Point repairs that extend beyond 10’ will utilize “Per LF over 10’ of length” items.

Q41. Will the County confirm that the Contractor should consider each bypass that we are responsible for to be a “Full Pipe” situation and size for maximum capacity of the system we are bypassing?

A41. Please refer to SSR 10- Wastewater Flow Control.

Q42. When existing utilities are found within an excavation, how will the Contractor be compensated for the support, removal, relocation, hand excavation, etc. around those utilities?

A42. Bidders should anticipate existing utilities and factor that into line-item pricing.

Q43. When access is required for a work order, how will the Contractor be compensated, or will the County be providing access?

A43. 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.

Q44. Will the County work with the contractor on specific access required for our equipment, or will we need to figure out how to complete the project with the access given?

A44. Site access is the responsibility of the contractor.

Q45. Will there be a mechanism for additional cost of protecting County’s supplied access so that we can complete the work?

A45. No, additional cost should be included for protecting County's supplied access.

Q46. These listed CIPP items seem to reference gravity CIPP only. If a Contractor is issued a work order to line a force main, how is the Contractor to be compensated for the following to include all:

Q1. Inversion & termination pits of line – please note that a point repair of similar diameter is not the same type of work.

A1. Will be paid using Point Repair Line Items #167-458.

Q2. Cleaning of force main Please refer to SSR 2- Sanitary Sewer Cleaning.

A2. Please refer to SSR 2 – Sanitary Sewer Cleaning.

Q3. Pre-CCTV of force main.

A3. Responsibility of contractor and should be included in pricing.

Q4. Bypass of force main.

A4. Please refer to SSR 10- Wastewater Flow Control.

Q5. End seal material & installation.

A5. Contingency Cost- Line item 574.

Q6. The additional costs for pressure lining material vs. typical gravity application .

A6. Please refer to line items 27-39. Additional cost per thickness.

Q7. The haul off of pit debris.

A7. Contingency cost Line item 574. Dump ticket must be provided.

BL092-22 PAGE 5

Q8. The haul in of backfill material for pits.

A8. Line item 553 and/or 559.

Q47. Will the County consider adding line items for the items required above for force main CIPP?

A47. No, force main CIPP will utilize line items #11-41

Q48. How will the County determine the difference between regular cleaning, heavy cleaning, and Specialty cleaning?

A48. Please refer to SSR 2- Sanitary Sewer Cleaning.

Q49. Cleaning for evaluation and cleaning for CIPP installation require different levels of detail. How will the Contractor be compensated for normal cleaning & pre-CCTV before CIPP or pipe bursting rehab? Is this a separate line item?

A49. No, please refer to SSR 2- Sanitary Sewer Cleaning.

Q50. How will the Contractor be compensated for post CCTV after rehab?

A50. Post rehab CCTV is considered inherent to rehab and will not be compensated separately.

Q51. If the County requests the Contractor to perform investigative CCTV work on mains before a repair or rehab method has been determined, how will the Contractor be compensated for that work? Will the County add line items for CCTV to cover these items?

A51. No, please refer to SSR 1- Sanitary Sewer Television Sonar Inspection.

Q52. With regards to manhole rehabilitation, when a cementitious backer/build up is required before an epoxy layer is applied, how will the Contractor be compensated for the cementitious application? Per the line-item price for the cementitious scope? If the backer/build up should be included in the epoxy pricing, how much build up should be assumed?

A52. Please refer to SSR 16- Sanitary Sewer Manhole Rehabilitation and the approved or approved equal epoxy coating manufacturers recommended surface preparation standards.

Q53. Will the County please consider adding bypass pumping line items for BOTH primary & secondary pumps and base the pump sizing on flow rates instead of diameter pumps? This would help the Contractor & County agree on which pumps to utilize based on the County’s flow data.

A53. No, Bypassing is the responsibility of the contractor. Please see SSR 10 Wastewater Flow Control.

Q54. How will situations outside of the bid items be handled? Should we propose a cost-plus scenario, and if so what is the allowable contractor markup?

A54. With pre-approval from GCDWR, undefined work items will be paid under Contingency Cost- Additional Work, Labor and

Materials. Percentage not to exceed 10%.

Q55. Should we assume that we should include all instances of tuberculation removal in specialty cleaning?

A55. Please refer to SSR 2- Sanitary Sewer Cleaning.

Q56. What specific delineation is there between heavy cleaning and specialty cleaning?

A56. Please refer to SSR 2- Sanitary Sewer Cleaning.

Q57. If extra days are needed due to site or pipe conditions, what mechanism is there for the contractor to get compensation for these conditions?

A57. Payment will be based off unit rates for the specific line item.

Q58. Does the Contractor have the right to reject a work order under the annual contract if the Contractor is able to prove that the

WO is above and beyond the scope of work conditions taken into consideration while pricing the bid line items on an annual basis?

A58. All assigned work is expected to be completed by the contractor.

Q59. Under what ideal conditions is bypass incidental to CIPP? If conditions are not ideal and bypass is deemed not incidental to

CIPP – how should the contractor bill for it?

A59. Please Refer to SSR 14- Lining with CIPP, Section 1.8 Measure and Payment, Line F: “No separate payment will be made for wastewater flow control associated with the installation of cured-in-place pipe (CIPP). The work and materials being considered as incidental to and part of CIPP unit prices.”.

Q60. How will specialty cleaning be verified?

A60. If heavy or specialty cleaning is required prior to the installation of CIPP then GCDWR must approve that cleaning before the work begins. This can be verified through CCTV.

BL092-22 PAGE 6

Q61. CIPP lining aerial pipe requires fiberglass material – will there be a specific bid item for CIPP of aerial/above ground pipe?

A61. With pre-approval from GCDWR, undefined work items will be paid under Contingency Cost- Additional Work; Labor and

Materials.

Q62. Additional thickness for CIPP – the contractor will provide PE stamped design calculations prior to lining if additional thickness is required – will this information suffice to bill for additional thickness? If the contractor and county are unable to come to an agreement on liner thickness and the county orders the contractor to line without additional thickness, the contractor will not be able to provide warranty on the installed liner – will this be acceptable?

A62. Please refer to SSR 14- Lining with CIPP, Section 3.4 Testing: “The Contractor shall have an independent testing lab analyze finished liner samples taken from manhole cutoffs, service coupons, etc.”. Furthermore, item number 4 states: “Tests in accordance with ASTM standards for Tensile Properties, Flexural Modulus and wall thickness shall be conducted.”.

Q63. If an unforeseen pipe condition occurs (pipe collapse, hole in pipe etc.) during CIPP installation & while the main is under active bypass, how will the Contractor be reimbursed for the additional time required for the bypass to remain active while the repair is completed and until CIPP lining resumes?

A63. Please refer to SSR 14- Lining with CIPP, Part 3- Execution, Section A Preparation, Line 4: “Experienced personnel trained in locating breaks, obstacles and service connections by closed circuit television shall perform inspection of existing sewer lines.

The interior of the line shall be carefully inspected to determine the location of any conditions that may prevent proper installation of the liner pipe into the lines, and such conditions shall be noted so they can be corrected. A videotape and suitable log shall be kept for later reference by the County as specified in Section SSR 2 - Sanitary Sewer Cleaning.”.

Q64. Is there a minimum dollar amount for a work order release?

A64. No, there is not a minimum dollar amount for a work order.

Q65. Will the County please consider adding mobilization payment items for work releases smaller than $50,000? It is difficult for a Contractor to cover costs with releases smaller than that.

A65. No. additional line items will be added for mobilization. This should be factored in in line-item pricing.

Q66. We understand that CCTV from Gwinnett County’s inspection work order contract is typically used to determine the prioritization of the pipe and repair work orders. If that CCTV footage is older than 1 year from the date the work order is issued for this contract, will the County compensate the Contractor for an updated CCTV as industry standard will dictates a new CCTV file to confirm rehab is still a viable option prior to material ordering or crew mobilization?

A66. No. Please refer to SSR 14- Lining with CIPP, Part 3- Execution, Section A Preparation, Line 4: “Experienced personnel trained in locating breaks, obstacles and service connections by closed circuit television shall perform inspection of existing sewer lines.

The interior of the line shall be carefully inspected to determine the location of any conditions that may prevent proper installation of the liner pipe into the lines, and such conditions shall be noted so they can be corrected. A videotape and suitable log shall be kept for later reference by the County as specified in Section SSR 2 - Sanitary Sewer Cleaning.”.

Q67. Why are there line items for some items that are also deemed “incidental to lining?” Can you clarify the items that are

“Incidental to lining” by providing a specific process for which the lining price should be all encompassing? This should also include a set of standard conditions the contractor should expect to see and experience in the field through the course of the work.

A67. The items that are incidental to lining that are also listed as bid items are intended to be utilized in other applications not related to CIPP. For example, bypass pumping conducted during a point repair. For additional specifics related to CIPP, please refer to SSR-14 Lining with Cured in Place Pipe.

Q68. Is 24-hour pump watch required when bypass is active, or should we expect to be able to use Cellular notifications if offered with the bypass system? In the case there is a spill using an acceptable call box system (if approved), will the County be liable or the contractor?

A68. Please refer to SSR 10- Wastewater Flow Control.

Q69. Will the County pay for pre-inspection and work order optimization to support effective crew utilization and management of the CIPP process? We would propose a day rate for pre-inspection and troubleshooting to assist the County in determining effective measures of rehabilitation.

A69. No. additional line items will be added for pre-inspection/assessment. All work assigned to the awarded contractor(s) will already have been assessed by an assessment contractor prior to issuing work orders.

Q70. Will the County please confirm this project’s contract terms & conditions? The current bid documents do not detail this for the Contractor.

A70. The terms and conditions of this contract can be found on pages 54-63 of the invitation to bid.

BL092-22 PAGE 7

Q71. Does the County intend to award this contract to multiple bidders?

A71. The County reserves the right to make an award as deemed in its best interest, which may include awarding a bid to a single bidder or multiple bidders; or to award the whole bid, only part of the bid, or none of the bid to single or multiple bidders, based on its sole discretion of its best interest. (Page 58, XI. c.)

Q72. This version of the bid has changed the description for the mulch line item to ‘decorative ground cover’. Will the County please confirm that the seed & fertilize line item must now include straw mulching instead of line item 550?

A72. Line Item 549 will now cover Seed, Fertilizer and Straw as one line item.

Q73. Previous versions of this bid included a line item for “Compaction Backfill to 95%” paid as $/LF. Will the County provide detail as to why that line item has been deleted and where that cost should now be included?

A73. Pavement and backfill should meet or exceed Gwinnett County or Georgia DOT standards.

Q74. Due to the anticipated difficulty and management oversight anticipated for a project of this type, will the County please increase the cost-plus percentage to a not to exceed amount of 15% instead of 10%?

A74. No, the cost-plus percentage will not be increased.

Q75. Would the County consider Quadex Structure Guard an acceptable High-Build Epoxy Coating equal to Mainstay or Raven for this project?

A75. Epoxy must meet or exceed the minimum standards listed in SSR 16 Sanitary Sewer Manhole Rehabilitation. Requests for approval of “or equal” products will only be considered after Notice to Proceed.

Q76. In the specifications under CIPP for Lateral Renewal, Section H and I- Reference Hydrophilic O-Rings which is not an industry standard and generally only used by one manufacture. Will Gwinnett County pre-approve products before the bid opening?

A76. Products must meet or exceed the minimum standards specified in SSR 9 Lateral Lining. Requests for approval of “or equal” products will only be considered after Notice to Proceed.

This addendum should be signed in the space provided below and returned with your quote. Failure to do so may result in your quote being deemed non-responsive.

Thank you, Brittany Bryant Brittany Bryant Purchasing Associate II

Company Name _______________________________________________________________________________________________

Authorized Representative _________________________________________________________________________

BL092-22 PRE-BID CONFERENCE

Representative Name Company Name Phone # E-Mail Address

(DEPARTMENT REPRESENTATIVES SIGN-IN AT BOTTOM)

1.

Ed Shipley F.S. Scarbrough N/A eshipley@fsscarbrough.com

2.

Allen Eison F.S Scarbrough N/A aeison@fsscarbrough.com

3.

Hilary Quinn GS Construction, Inc. N/A hquinn@gsconstruction.net

4.

Carl Smith Southeast Pipe Survey, Inc.

912-253-5786 Carl.smith@southeastpipe.com

5.

Meghan Bedford Inliner Solutions, LLC 281-939-3672 Bids@teamipr.com

6.

Brandon Gerber Vortex Services, LLC 813-326-8928 Bgerber@vortextcompanies.com

7.

Catherine Corrigan Vortex Services, LLC 713-750-9081 ccorrigan@vortextcompanies.com

8.

Joe Andre Equipment Share N/A Joe.andre@equipmentshare.com

9.

Johnathan Quartermaine Equipment Share N/A Johnathan.quartermaine@equipmentshare.com

10.

11.

12.

13.

Department Representative Name

Department

Department Representative Name

Department

Brittany Bryant DOFS

Adam Miller DWR

PJ DWR

mailto:eshipley@fsscarbrough.com mailto:aeison@fsscarbrough.com mailto:hquinn@gsconstruction.net mailto:Carl.smith@southeastpipe.com mailto:Bids@teamipr.com mailto:Bgerber@vortextcompanies.com mailto:ccorrigan@vortextcompanies.com mailto:Joe.andre@equipmentshare.com mailto:Johnathan.quartermaine@equipmentshare.com

BID TABULATION Page 1 of 7

BL076-18

Provision of Sanitary Sewer and Force Main Rehabilitation on an Annual Contract

Department of Water Resources

ITEM # DESCRIPTION

UNIT PRICE

TOTAL PRICE

UNIT PRICE

TOTAL PRICE

1 Up to 8" 300,000 LF $2.03 $607,753.13 $1.91 $573,024.38

2 10"- 12" 5,000 LF $2.60 $13,023.28 $2.32 $11,576.25

3 14"- 17" 500 LF $4.17 $2,083.73 $3.47 $1,736.44

4 18"- 24" 500 LF $6.95 $3,472.88 $5.79 $2,894.06

5 Setup for 3"- 6" Pump 200 EA $1,950.60 $390,119.63 $1,099.74 $219,948.75

6 Setup for 8"- 12" Pump 1 EA $8,103.38 $8,103.38 $4,418.65 $4,418.65

7 Discharge Line for 3"- 6" Pump 7,500 LF $5.21 $39,069.84 $10.42 $78,139.69

8 Discharge Line for 8"- 12 Pump 300 LF $9.84 $2,951.94 $10.42 $3,125.59

9 Operation of 3"- 6" Pump 200 HR $98.40 $19,679.63 $136.60 $27,319.95

10 Operation of 6"- 12" Pump 5 HR $179.43 $897.16 $331.08 $1,655.40

11 4" x 4.5 mm CIPP 1 LF $57.88 $57.88 $128.50 $128.50

12 6" x 4.5 mm CIPP 500 LF $46.31 $23,152.50 $40.52 $20,258.44

13 8" x 6.0 mm CIPP 20,000 LF $40.52 $810,337.50 $38.20 $764,032.50

14 10" x 6.0 mm CIPP 500 LF $69.46 $34,728.75 $41.67 $20,837.25

15 12" x 6.0 mm CIPP 300 LF $81.03 $24,310.13 $42.83 $12,849.64

16 14" x 6.0 mm CIPP 1 LF $127.34 $127.34 $57.88 $57.88

17 15" x 6.0 mm CIPP 1 LF $133.13 $133.13 $57.88 $57.88

18 16" x 6.0 mm CIPP 1 LF $144.70 $144.70 $75.25 $75.25

19 18" x 7.5 mm CIPP 1 LF $167.86 $167.86 $92.61 $92.61

20 21" x 7.5 mm CIPP 1 LF $237.31 $237.31 $104.19 $104.19

21 24" x 9.0 mm CIPP 1 LF $283.62 $283.62 $115.76 $115.76

22 27" x 10.5 mm CIPP 1 LF $364.65 $364.65 $133.13 $133.13

23 30" x 12.0 mm CIPP 1 LF $491.99 $491.99 $202.58 $202.58

24 36" x 16.0 mm CIPP 1 LF $619.33 $619.33 $260.47 $260.47

25 42" x 18.0 mm CIPP 1 LF $752.46 $752.46 $347.29 $347.29

26 48" x 21.0 mm CIPP 1 LF $897.16 $897.16 $463.05 $463.05

27 Additional Cost per 1.5 mm Thickness 10" diameter 1 LF $8.10 $8.10 $3.47 $3.47

28 Additional Cost per 1.5 mm Thickness 12" diameter 1 LF $11.58 $11.58 $3.47 $3.47

29 Additional Cost per 1.5 mm Thickness 14" diameter 1 LF $11.58 $11.58 $3.47 $3.47

30 Additional Cost per 1.5 mm Thickness 15" diameter 1 LF $11.58 $11.58 $3.47 $3.47

31 Additional Cost per 1.5 mm Thickness 16" diameter 1 LF $11.58 $11.58 $4.63 $4.63

32 Additional Cost per 1.5 mm Thickness 18" diameter 1 LF $11.58 $11.58 $6.95 $6.95

33 Additional Cost per 1.5 mm Thickness 21" diameter 1 LF $11.58 $11.58 $6.95 $6.95

34 Additional Cost per 1.5 mm Thickness 24" diameter 1 LF $11.58 $11.58 $6.95 $6.95

35 Additional Cost per 1.5 mm Thickness 27" diameter 1 LF $11.58 $11.58 $6.95 $6.95

36 Additional Cost per 1.5 mm Thickness 30" diameter 1 LF $11.58 $11.58 $10.42 $10.42

37 Additional Cost per 1.5 mm Thickness 36" diameter 1 LF $23.15 $23.15 $11.58 $11.58

38 Additional Cost per 1.5 mm Thickness 42" diameter 1 LF $34.73 $34.73 $17.36 $17.36

39 Additional Cost per 1.5 mm Thickness 48" diameter 1 LF $46.31 $46.31 $17.36 $17.36

40 Service Lateral Reinstatement - Remote 300 EA $173.64 $52,093.13 $81.03 $24,310.13

41 Service Lateral Reinstatement - Man Entry 1 EA $1,157.63 $1,157.63 $901.79 $901.79

42 Up to 12” 2,500 LF $7.52 $18,811.41 $5.79 $14,470.31

43 13” to 18” 500 LF $10.42 $5,209.31 $8.10 $4,051.69

44 19” to 27” 500 LF $13.89 $6,945.75 $8.10 $4,051.69

45 28” to 36” 500 LF $23.15 $11,576.25 $13.89 $6,945.75

46 37” to 48” 500 LF $40.52 $20,258.44 $13.89 $6,945.75

47 Up to 12” 1,500 LF $20.84 $31,255.88 $15.05 $22,573.69

48 13” to 18” 300 LF $28.94 $8,682.19 $15.05 $4,514.74

49 19” to 27” 300 LF $37.04 $11,113.20 $21.99 $6,598.46

50 28” to 36” 300 LF $48.62 $14,586.08 $30.10 $9,029.48

51 37” to 48” 300 LF $69.46 $20,837.25 $30.10 $9,029.48

52 4" x 4.5 mm CIPP 25 EA $3,906.98 $97,674.61 $3,472.88 $86,821.88

53 4” CIPP over 15’ in length 1 LF $144.70 $144.70 $104.19 $104.19

54 6" x 4.5 mm CIPP 50 EA $3,906.98 $195,349.22 $3,472.88 $173,643.75

55 6” CIPP over 15’ in length 1 LF $144.70 $144.70 $104.19 $104.19

56 PVC Cleanout Installation (Traditional Excavation) 50 EA $781.40 $39,069.84 $549.87 $27,493.59

57 PVC Cleanout Installation (Trenchless or Vacuum) 50 EA $1,140.26 $57,013.03 $926.10 $46,305.00

58 Insertion/Receiving Pit 5 EA $5,788.13 $28,940.63 $4,746.26 $23,731.31

59 Service Reinstatement 10 EA $4,051.69 $40,516.88 $3,009.83 $30,098.25

60 6" to 8" 1,000 LF $61.35 $61,354.13 $65.98 $65,984.63

61 6" to 10" 1 LF $81.03 $81.03 $77.56 $77.56

62 8" to 8" 1,000 LF $69.46 $69,457.50 $71.77 $71,772.75

63 8" to 10" 1 LF $89.08 $89.08 $90.29 $90.29

64 8" to 12" 1 LF $106.27 $106.27 $107.66 $107.66

65 10" to 10" 1 LF $93.77 $93.77 $94.93 $94.93

66 10" to 12" 1 LF $107.83 $107.83 $108.82 $108.82

67 10" to 14" 1 LF $125.02 $125.02 $150.49 $150.49

68 12" to 12" 1 LF $125.02 $125.02 $129.65 $129.65

69 12" to 15" 1 LF $132.84 $132.84 $191.01 $191.01

70 12" to 18" 1 LF $195.35 $195.35 $199.11 $199.11

71 15" to 15" 1 LF $171.91 $171.91 $191.01 $191.01

72 15" to 16" 1 LF $171.91 $171.91 $191.01 $191.01

73 15" to 18" 1 LF $195.35 $195.35 $199.11 $199.11

5% increase 5% increase

Granite Inliner, LLC (fkaLayne

Inliner, LLC)

(OC)

IPR Southeast, LLC

(OS)

APPROX. QTY

2022 Pricing

CHEMICAL ROOT CONTROL

BYPASS PUMPING

PIPE REHABILITATION

Cured in Place Pipe (CIPP) - Full Length

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

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

Service Lateral Rehabilitation with CIPP

PIPE BURSTING - FULL LENGTH

0'-10' depth installing HDPE Pipe bt

BID TABULATION Page 2 of 7

Provision of Sanitary Sewer and Force Main Rehabilitation on an Annual Contract

Department of Water Resources

ITEM # DESCRIPTION

UNIT PRICE

TOTAL PRICE

UNIT PRICE

TOTAL PRICE

5% increase 5% increase

Granite Inliner, LLC (fkaLayne

Inliner, LLC)

(OC)

IPR Southeast, LLC

(OS)

APPROX. QTY

2022 Pricing

74 18" to 18" 1 LF $210.98 $210.98 $199.11 $199.11

75 18" to 20" 1 LF $226.61 $226.61 $229.21 $229.21

76 18" to 21" 1 LF $273.49 $273.49 $277.83 $277.83

77 20" to 20" 1 LF $250.05 $250.05 $277.83 $277.83

78 20" to 21" 1 LF $289.12 $289.12 $277.83 $277.83

79 20" to 24" 1 LF $351.63 $351.63 $318.35 $318.35

80 21" to 21" 1 LF $295.37 $295.37 $277.83 $277.83

81 21" to 24" 1 LF $351.63 $351.63 $318.35 $318.35

82 24" to 24" 1 LF $351.63 $351.63 $318.35 $318.35

83 24" to 27" 1 LF $468.84 $468.84 $376.23 $376.23

84 27" to 27" 1 LF $468.84 $468.84 $376.23 $376.23

85 27" to 30" 1 LF $507.91 $507.91 $405.17 $405.17

86 Insertion/Receiving Pit 2 EA $7,871.85 $15,743.70 $9,839.81 $19,679.63

87 Service Reinstatement 4 EA $5,788.13 $23,152.50 $4,919.91 $19,679.63

88 6" to 8" 1 LF $92.61 $92.61 $65.98 $65.98

89 8" to 8" 300 LF $81.03 $24,310.13 $71.77 $21,531.83

90 8" to 10" 1 LF $109.28 $109.28 $90.29 $90.29

91 8" to 12" 1 LF $127.80 $127.80 $107.66 $107.66

92 10" to 10" 1 LF $109.28 $109.28 $94.93 $94.93

93 10" to 12" 1 LF $138.92 $138.92 $108.82 $108.82

94 10" to 14" 1 LF $148.18 $148.18 $150.49 $150.49

95 12" to 12" 1 LF $148.18 $148.18 $129.65 $129.65

96 12" to 15" 1 LF $213.00 $213.00 $191.01 $191.01

97 12" to 18" 1 LF $231.53 $231.53 $199.11 $199.11

98 15" to 15" 1 LF $231.53 $231.53 $191.01 $191.01

99 15" to 16" 1 LF $231.53 $231.53 $191.01 $191.01

100 15" to 18" 1 LF $250.05 $250.05 $199.11 $199.11

101 18" to 18" 1 LF $250.05 $250.05 $199.11 $199.11

102 18" to 20" 1 LF $277.83 $277.83 $229.21 $229.21

103 18" to 21" 1 LF $333.40 $333.40 $277.83 $277.83

104 20" to 20" 1 LF $324.14 $324.14 $277.83 $277.83

105 20" to 21" 1 LF $333.40 $333.40 $277.83 $277.83

106 20" to 24" 1 LF $416.75 $416.75 $318.35 $318.35

107 21" to 21" 1 LF $416.75 $416.75 $277.83 $277.83

108 21" to 24" 1 LF $463.05 $463.05 $318.35 $318.35

109 24" to 24" 1 LF $463.05 $463.05 $318.35 $318.35

110 24" to 27" 1 LF $555.66 $555.66 $376.23 $376.23

111 27" to 27" 1 LF $555.66 $555.66 $376.23 $376.23

112 27" to 30" 1 LF $601.97 $601.97 $405.17 $405.17

113 Insertion/Receiving Pit 1 EA $16,785.56 $16,785.56 $13,891.50 $13,891.50

114 Service Reinstatement 2 EA $9,839.81 $19,679.63 $6,714.23 $13,428.45

115 6" to 8" 1 LF $109.97 $109.97 $65.98 $65.98

116 8" to 8" 1 LF $109.97 $109.97 $71.77 $71.77

117 8" to 10" 1 LF $118.08 $118.08 $90.29 $90.29

118 8" to 12" 1 LF $142.39 $142.39 $107.66 $107.66

119 10" to 10" 1 LF $115.76 $115.76 $94.93 $94.93

120 10" to 12" 1 LF $147.60 $147.60 $108.82 $108.82

121 10" to 14" 1 LF $157.44 $157.44 $150.49 $150.49

122 12" to 12" 1 LF $157.44 $157.44 $129.65 $129.65

123 12" to 15" 1 LF $226.32 $226.32 $191.01 $191.01

124 12" to 18" 1 LF $246.00 $246.00 $199.11 $199.11

125 15" to 15" 1 LF $226.32 $226.32 $191.01 $191.01

126 15" to 16" 1 LF $226.32 $226.32 $191.01 $191.01

127 15" to 18" 1 LF $255.84 $255.84 $199.11 $199.11

128 18" to 18" 1 LF $265.67 $265.67 $199.11 $199.11

129 18" to 20" 1 LF $305.03 $305.03 $229.21 $229.21

130 18" to 21" 1 LF $344.39 $344.39 $277.83 $277.83

131 20" to 20" 1 LF $344.39 $344.39 $277.83 $277.83

132 20" to 21" 1 LF $364.07 $364.07 $277.83 $277.83

133 20" to 24" 1 LF $442.79 $442.79 $318.35 $318.35

134 21" to 21" 1 LF $491.99 $491.99 $277.83 $277.83

135 21" to 24" 1 LF $491.99 $491.99 $318.35 $318.35

136 24" to 24" 1 LF $491.99 $491.99 $318.35 $318.35

137 24" to 27" 1 LF $590.39 $590.39 $376.23 $376.23

138 27" to 27" 1 LF $639.59 $639.59 $376.23 $376.23

139 27" to 30" 1 LF $688.79 $688.79 $405.17 $405.17

140 Insertion/Receiving Pit 1 EA $27,204.19 $27,204.19 $18,522.00 $18,522.00

141 Service Reinstatement 2 EA $17,364.38 $34,728.75 $8,682.19 $17,364.38

142 6" to 8" 1 LF $127.34 $127.34 $65.98 $65.98

143 8" to 8" 1 LF $127.34 $127.34 $71.77 $71.77

144 8" to 10" 1 LF $141.69 $141.69 $90.29 $90.29

145 8" to 12" 1 LF $164.61 $164.61 $107.66 $107.66

146 10" to 10" 1 LF $143.78 $143.78 $94.93 $94.93

147 10" to 12" 1 LF $158.36 $158.36 $108.82 $108.82

148 10" to 14" 1 LF $229.21 $229.21 $150.49 $150.49

149 12" to 12" 1 LF $229.21 $229.21 $129.65 $129.65

150 12" to 15" 1 LF $239.63 $239.63 $191.01 $191.01

151 12" to 18" 1 LF $260.47 $260.47 $199.11 $199.11

152 15" to 15" 1 LF $260.47 $260.47 $191.01 $191.01

153 15" to 16" 1 LF $260.47 $260.47 $191.01 $191.01

154 15" to 18" 1 LF $291.72 $291.72 $199.11 $199.11

155 18" to 18" 1 LF $291.72 $291.72 $199.11 $199.11

156 18" to 20" 1 LF $343.81 $343.81 $229.21 $229.21

157 18" to 21" 1 LF $375.07 $375.07 $277.83 $277.83

158 20" to 20" 1 LF $375.07 $375.07 $277.83 $277.83

159 20" to 21" 1 LF $448.00 $448.00 $277.83 $277.83

160 20" to 24" 1 LF $520.93 $520.93 $318.35 $318.35

161 21" to 21" 1 LF $520.93 $520.93 $277.83 $277.83

162 21" to 24" 1 LF $520.93 $520.93 $318.35 $318.35

163 24" to 24" 1 LF $625.12 $625.12 $318.35 $318.35

164 24" to 27" 1 LF $625.12 $625.12 $376.23 $376.23

165 27" to 27" 1 LF $677.21 $677.21 $376.23 $376.23

166 27" to 30" 1 LF $729.30 $729.30 $405.17 $405.17

>10'-15' depth installing HDPE Pipe

>15'-20' depth installing HDPE Pipe

>20'-25' depth installing HDPE Pipe

POINT REPAIRS - UNPAVED AREAS

BID TABULATION Page 3 of 7

Provision of Sanitary Sewer and Force Main Rehabilitation on an Annual Contract

Department of Water Resources

ITEM # DESCRIPTION

UNIT PRICE

TOTAL PRICE

UNIT PRICE

TOTAL PRICE

5% increase 5% increase

Granite Inliner, LLC (fkaLayne

Inliner, LLC)

(OC)

IPR Southeast, LLC

(OS)

APPROX. QTY

2022 Pricing

167 0 - 8' 15 EA $3,299.23 $49,488.47 $3,472.88 $52,093.13

168 8.01 - 10' 5 EA $3,299.23 $16,496.16 $3,762.28 $18,811.41

169 10.01 - 12' 5 EA $3,299.23 $16,496.16 $4,051.69 $20,258.44

170 12.01 - 14' 3 EA $3,472.88 $10,418.63 $5,788.13 $17,364.38

171 14.01 - 16' 3 EA $3,472.88 $10,418.63 $6,945.75 $20,837.25

172 16.01 - 18' 2 EA $4,341.09 $8,682.19 $8,103.38 $16,206.75

173 18.01 - 20' 2 EA $6,366.94 $12,733.88 $11,576.25 $23,152.50

174 20.01 - 22' 1 EA $7,524.56 $7,524.56 $13,891.50 $13,891.50

175 22.01 - 24' 1 EA $10,997.44 $10,997.44 $17,364.38 $17,364.38

176 24.01 - 26' 1 EA $10,997.44 $10,997.44 $20,837.25 $20,837.25

177 DIP as an extra 50 LF $69.46 $3,472.88 $57.88 $2,894.06

178 0 - 8' 100 LF $173.64 $17,364.38 $173.64 $17,364.38

179 8.01 - 10' 100 LF $173.64 $17,364.38 $202.58 $20,258.44

180 10.01 - 12' 12 LF $173.64 $2,083.73 $231.53 $2,778.30

181 12.01 - 14' 1 LF $202.58 $202.58 $289.41 $289.41

182 14.01 - 16' 1 LF $202.58 $202.58 $347.29 $347.29

183 16.01 - 18' 1 LF $289.41 $289.41 $463.05 $463.05

184 18.01 - 20' 1 LF $318.35 $318.35 $578.81 $578.81

185 20.01 - 22' 1 LF $410.96 $410.96 $926.10 $926.10

186 22.01 - 24' 1 LF $463.05 $463.05 $1,157.63 $1,157.63

187 24.01 - 26' 1 LF $520.93 $520.93 $1,389.15 $1,389.15

188 DIP as an extra 50 LF $86.82 $4,341.09 $57.88 $2,894.06

189 0 - 8' 2 EA $3,299.23 $6,598.46 $3,472.88 $6,945.75

190 8.01 - 10' 2 EA $3,299.23 $6,598.46 $3,762.28 $7,524.56

191 10.01 - 12' 1 EA $3,472.88 $3,472.88 $4,051.69 $4,051.69

192 12.01 - 14' 1 EA $4,051.69 $4,051.69 $5,788.13 $5,788.13

193 14.01 - 16' 1 EA $4,051.69 $4,051.69 $6,945.75 $6,945.75

194 16.01 - 18' 1 EA $5,209.31 $5,209.31 $8,103.38 $8,103.38

195 18.01 - 20' 1 EA $7,235.16 $7,235.16 $11,576.25 $11,576.25

196 20.01 - 22' 1 EA $7,524.56 $7,524.56 $13,891.50 $13,891.50

197 22.01 - 24' 1 EA $10,708.03 $10,708.03 $17,364.38 $17,364.38

198 24.01 - 26' 1 EA $11,576.25 $11,576.25 $20,837.25 $20,837.25

199 DIP as an extra 1 LF $98.40 $98.40 $75.25 $75.25

200 0 - 8' 1 LF $179.43 $179.43 $173.64 $173.64

201 8.01 - 10' 1 LF $179.43 $179.43 $202.58 $202.58

202 10.01 - 12' 30 LF $179.43 $5,382.96 $231.53 $6,945.75

203 12.01 - 14' 1 LF $202.58 $202.58 $289.41 $289.41

204 14.01 - 16' 1 LF $202.58 $202.58 $347.29 $347.29

205 16.01 - 18' 1 LF $289.41 $289.41 $463.05 $463.05

206 18.01 - 20' 1 LF $347.29 $347.29 $578.81 $578.81

207 20.01 - 22' 1 LF $405.17 $405.17 $926.10 $926.10

208 22.01 - 24' 1 LF $405.17 $405.17 $1,157.63 $1,157.63

209 24.01 - 26' 1 LF $405.17 $405.17 $1,389.15 $1,389.15

210 DIP as an extra 1 LF $133.13 $133.13 $75.25 $75.25

211 0 - 8' 1 EA $4,051.69 $4,051.69 $3,762.28 $3,762.28

212 8.01 - 10' 1 EA $4,051.69 $4,051.69 $4,051.69 $4,051.69

213 10.01 - 12' 1 EA $4,051.69 $4,051.69 $4,341.09 $4,341.09

214 12.01 - 14' 1 EA $4,514.74 $4,514.74 $6,077.53 $6,077.53

215 14.01 - 16' 1 EA $4,514.74 $4,514.74 $7,235.16 $7,235.16

216 16.01 - 18' 1 EA $5,788.13 $5,788.13 $8,392.78 $8,392.78

217 18.01 - 20' 1 EA $7,813.97 $7,813.97 $11,865.66 $11,865.66

218 20.01 - 22' 1 EA $8,682.19 $8,682.19 $14,180.91 $14,180.91

219 22.01 - 24' 1 EA $13,891.50 $13,891.50 $17,653.78 $17,653.78

220 24.01 - 26' 1 EA $13,891.50 $13,891.50 $21,126.66 $21,126.66

221 DIP as an extra 1 LF $231.53 $231.53 $109.97 $109.97

222 0 - 8' 1 LF $202.58 $202.58 $202.58 $202.58

223 8.01 - 10' 1 LF $202.58 $202.58 $231.53 $231.53

224 10.01 - 12' 1 LF $202.58 $202.58 $260.47 $260.47

225 12.01 - 14' 1 LF $202.58 $202.58 $318.35 $318.35

226 14.01 - 16' 1 LF $202.58 $202.58 $376.23 $376.23

227 16.01 - 18' 1 LF $283.62 $283.62 $491.99 $491.99

228 18.01 - 20' 1 LF $318.35 $318.35 $607.75 $607.75

229 20.01 - 22' 1 LF $347.29 $347.29 $955.04 $955.04

230 22.01 - 24' 1 LF $347.29 $347.29 $1,273.39 $1,273.39

231 24.01 - 26' 1 LF $347.29 $347.29 $1,504.91 $1,504.91

232 DIP as an extra 1 LF $231.53 $231.53 $109.97 $109.97

233 0 - 8' 1 EA $4,051.69 $4,051.69 $3,762.28 $3,762.28

234 8.01 - 10' 1 EA $4,051.69 $4,051.69 $4,051.69 $4,051.69

235 10.01 - 12' 1 EA $4,630.50 $4,630.50 $4,341.09 $4,341.09

236 12.01 - 14' 1 EA $4,630.50 $4,630.50 $6,077.53 $6,077.53

237 14.01 - 16' 1 EA $4,862.03 $4,862.03 $7,235.16 $7,235.16

238 16.01 - 18' 1 EA $7,235.16 $7,235.16 $8,392.78 $8,392.78

239 18.01 - 20' 1 EA $8,103.38 $8,103.38 $11,865.66 $11,865.66

240 20.01 - 22' 1 EA $8,682.19 $8,682.19 $14,180.91 $14,180.91

241 22.01 - 24' 1 EA $14,470.31 $14,470.31 $17,653.78 $17,653.78

242 24.01 - 26' 1 EA $14,470.31 $14,470.31 $21,126.66 $21,126.66

243 DIP as an extra 1 LF $231.53 $231.53 $144.70 $144.70

244 0 - 8' 1 LF $225.74 $225.74 $202.58 $202.58

245 8.01 - 10' 1 LF $225.74 $225.74 $231.53 $231.53

246 10.01 - 12' 1 LF $225.74 $225.74 $260.47 $260.47

247 12.01 - 14' 1 LF $225.74 $225.74 $318.35 $318.35

248 14.01 - 16' 1 LF $225.74 $225.74 $376.23 $376.23

249 16.01 - 18' 1 LF $318.35 $318.35 $491.99 $491.99

250 18.01 - 20' 1 LF $405.17 $405.17 $607.75 $607.75

251 20.01 - 22' 1 LF $405.17 $405.17 $955.04 $955.04

252 22.01 - 24' 1 LF $434.11 $434.11 $1,273.39 $1,273.39

253 24.01 - 26' 1 LF $434.11 $434.11 $1,504.91 $1,504.91

254 DIP as an extra 1 LF $289.41 $289.41 $144.70 $144.70

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

8" PVC Per LF over 10' of length

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

10" PVC Per LF over 10' of length

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

12" PVC Per LF over 10' of length

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

14" PVC Per LF over 10' of length

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

BID TABULATION Page 4 of 7

Provision of Sanitary Sewer and Force Main Rehabilitation on an Annual Contract

Department of Water Resources

ITEM # DESCRIPTION

UNIT PRICE

TOTAL PRICE

UNIT PRICE

TOTAL PRICE

5% increase 5% increase

Granite Inliner, LLC (fkaLayne

Inliner, LLC)

(OC)

IPR Southeast, LLC

(OS)

APPROX. QTY

2022 Pricing

255 0 - 8' 1 EA $4,341.09 $4,341.09 $3,762.28 $3,762.28

256 8.01 - 10' 1 EA $4,341.09 $4,341.09 $4,051.69 $4,051.69

257 10.01 - 12' 1 EA $4,746.26 $4,746.26 $4,341.09 $4,341.09

258 12.01 - 14' 1 EA $4,746.26 $4,746.26 $6,077.53 $6,077.53

259 14.01 - 16' 1 EA $5,209.31 $5,209.31 $7,235.16 $7,235.16

260 16.01 - 18' 1 EA $7,235.16 $7,235.16 $8,392.78 $8,392.78

261 18.01 - 20' 1 EA $9,261.00 $9,261.00 $11,865.66 $11,865.66

262 20.01 - 22' 1 EA $14,470.31 $14,470.31 $14,180.91 $14,180.91

263 22.01 - 24' 1 EA $14,470.31 $14,470.31 $17,653.78 $17,653.78

264 24.01 - 26' 1 EA $15,049.13 $15,049.13 $21,126.66 $21,126.66

265 DIP as an extra 1 LF $289.41 $289.41 $144.70 $144.70

266 0 - 8' 1 LF $243.10 $243.10 $202.58 $202.58

267 8.01 - 10' 1 LF $243.10 $243.10 $231.53 $231.53

268 10.01 - 12' 1 LF $243.10 $243.10 $260.47 $260.47

269 12.01 - 14' 1 LF $243.10 $243.10 $318.35 $318.35

270 14.01 - 16' 1 LF $243.10 $243.10 $376.23 $376.23

271 16.01 - 18' 1 LF $312.56 $312.56 $491.99 $491.99

272 18.01 - 20' 1 LF $376.23 $376.23 $607.75 $607.75

273 20.01 - 22' 1 LF $376.23 $376.23 $955.04 $955.04

274 22.01 - 24' 1 LF $434.11 $434.11 $1,273.39 $1,273.39

275 24.01 - 26' 1 LF $434.11 $434.11 $1,504.91 $1,504.91

276 DIP as an extra 1 LF $318.35 $318.35 $144.70 $144.70

277 0 - 8' 1 EA $4,167.45 $4,167.45 $4,630.50 $4,630.50

278 8.01 - 10' 1 EA $4,167.45 $4,167.45 $5,209.31 $5,209.31

279 10.01 - 12' 1 EA $4,630.50 $4,630.50 $6,366.94 $6,366.94

280 12.01 - 14' 1 EA $4,630.50 $4,630.50 $6,945.75 $6,945.75

281 14.01 - 16' 1 EA $5,209.31 $5,209.31 $7,235.16 $7,235.16

282 16.01 - 18' 1 EA $7,235.16 $7,235.16 $8,392.78 $8,392.78

283 18.01 - 20' 1 EA $9,145.24 $9,145.24 $11,865.66 $11,865.66

284 20.01 - 22' 1 EA $14,470.31 $14,470.31 $14,180.91 $14,180.91

285 22.01 - 24' 1 EA $14,470.31 $14,470.31 $17,653.78 $17,653.78

286 24.01 - 26' 1 EA $15,627.94 $15,627.94 $21,126.66 $21,126.66

287 DIP as an extra 1 LF $318.35 $318.35 $173.64 $173.64

288 0-8' 1 LF $243.10 $243.10 $202.58 $202.58

289 8.01 - 10' 1 LF $243.10 $243.10 $231.53 $231.53

290 10.01 - 12' 1 LF $243.10 $243.10 $260.47 $260.47

291 12.01 - 14' 1 LF $243.10 $243.10 $318.35 $318.35

292 14.01 - 16' 1 LF $243.10 $243.10 $376.23 $376.23

293 16.01 - 18' 1 LF $312.56 $312.56 $491.99 $491.99

294 18.01 - 20' 1 LF $376.23 $376.23 $607.75 $607.75

295 20.01 - 22' 1 LF $376.23 $376.23 $955.04 $955.04

296 22.01 - 24' 1 LF $434.11 $434.11 $1,273.39 $1,273.39

297 24.01 - 26' 1 LF $434.11 $434.11 $1,504.91 $1,504.91

298 DIP as an extra 1 LF $318.35 $318.35 $173.64 $173.64

299 0 - 8' 1 EA $5,788.13 $5,788.13 $5,788.13 $5,788.13

300 8.01 - 10' 1 EA $5,788.13 $5,788.13 $6,366.94 $6,366.94

301 10.01 - 12' 1 EA $6,366.94 $6,366.94 $7,524.56 $7,524.56

302 12.01 - 14' 1 EA $6,366.94 $6,366.94 $8,103.38 $8,103.38

303 14.01 - 16' 1 EA $6,366.94 $6,366.94 $8,392.78 $8,392.78

304 16.01 - 18' 1 EA $8,682.19 $8,682.19 $9,550.41 $9,550.41

305 18.01 - 20' 1 EA $8,971.59 $8,971.59 $13,023.28 $13,023.28

306 20.01 - 22' 1 EA $12,155.06 $12,155.06 $15,338.53 $15,338.53

307 22.01 - 24' 1 EA $15,627.94 $15,627.94 $18,811.41 $18,811.41

308 24.01 - 26' 1 EA $15,627.94 $15,627.94 $22,284.28 $22,284.28

309 0 - 8' 1 LF $405.17 $405.17 $318.35 $318.35

310 8.01 - 10' 1 LF $405.17 $405.17 $347.29 $347.29

311 10.01 - 12' 1 LF $405.17 $405.17 $376.23 $376.23

312 12.01 - 14' 1 LF $405.17 $405.17 $434.11 $434.11

313 14.01 - 16' 1 LF $405.17 $405.17 $491.99 $491.99

314 16.01 - 18' 1 LF $405.17 $405.17 $607.75 $607.75

315 18.01 - 20' 1 LF $520.93 $520.93 $723.52 $723.52

316 20.01 - 22' 1 LF $520.93 $520.93 $1,070.80 $1,070.80

317 22.01 - 24' 1 LF $520.93 $520.93 $1,389.15 $1,389.15

318 24.01 - 26' 1 LF $636.69 $636.69 $1,620.68 $1,620.68

319 0 - 8' 1 EA $6,366.94 $6,366.94 $5,788.13 $5,788.13

320 8.01 - 10' 1 EA $6,366.94 $6,366.94 $6,366.94 $6,366.94

321 10.01 - 12' 1 EA $6,656.34 $6,656.34 $7,524.56 $7,524.56

322 12.01 - 14' 1 EA $6,656.34 $6,656.34 $8,103.38 $8,103.38

323 14.01 - 16' 1 EA $6,656.34 $6,656.34 $8,392.78 $8,392.78

324 16.01 - 18' 1 EA $9,839.81 $9,839.81 $9,550.41 $9,550.41

325 18.01 - 20' 1 EA $9,839.81 $9,839.81 $13,023.28 $13,023.28

326 20.01 - 22' 1 EA $13,370.57 $13,370.57 $15,338.53 $15,338.53

327 22.01 - 24' 1 EA $17,364.38 $17,364.38 $18,811.41 $18,811.41

328 24.01 - 26' 1 EA $17,364.38 $17,364.38 $22,284.28 $22,284.28

329 0 - 8' 1 LF $405.17 $405.17 $318.35 $318.35

330 8.01 - 10' 1 LF $405.17 $405.17 $347.29 $347.29

331 10.01 - 12' 1 LF $405.17 $405.17 $376.23 $376.23

332 12.01 - 14' 1 LF $405.17 $405.17 $434.11 $434.11

333 14.01 - 16' 1 LF $405.17 $405.17 $491.99 $491.99

334 16.01 - 18' 1 LF $405.17 $405.17 $607.75 $607.75

335 18.01 - 20' 1 LF $520.93 $520.93 $723.52 $723.52

336 20.01 - 22' 1 LF $520.93 $520.93 $1,070.80 $1,070.80

337 22.01 - 24' 1 LF $520.93 $520.93 $1,389.15 $1,389.15

338 24.01 - 26' 1 LF $636.69 $636.69 $1,620.68 $1,620.68

339 0 - 8' 1 EA $6,945.75 $6,945.75 $6,945.75 $6,945.75

340 8.01 - 10' 1 EA $6,945.75 $6,945.75 $7,524.56 $7,524.56

341 10.01 - 12' 1 EA $6,945.75 $6,945.75 $8,682.19 $8,682.19

342 12.01 - 14' 1 EA $6,945.75 $6,945.75 $9,261.00 $9,261.00

343 14.01 - 16' 1 EA $7,524.56 $7,524.56 $9,550.41 $9,550.41

21" DIP Per LF over 10' of length

15" PVC Per LF over 10' of length

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

16…