Wastewater_Collections_Point_Repair_and_Improvements.pdf

v. 7.2024 Procurement Division PO Box 4748 33758-4748 Clearwater FL 727-562-4630

INVITATION TO BID

26-0060-UT

WASTEWATER COLLECTIONS POINT REPAIR AND IMPROVEMENTS

INSTRUCTIONS TO BIDDERS

SECTION II INSTRUCTIONS TO BIDDERS

1. COPIES OF BIDDING DOCUMENTS

1.1. Bid Documents, any attachments and addenda are available for download at: https://procurement.opengov.com/portal/myclearwater/projects/300132. Bidding Documents may include, but are not limited to, plans, specifications, bond forms, contract form, affidavits, bid/proposal form, and addendums.

1.2. Complete sets of Bidding Documents must be used in preparing bids. Neither the City nor the

Engineer shall be liable for errors or misinterpretations resulting from the use of incomplete sets of

Bidding Documents, by Bidders, sub-bidders, or others.

2. QUALIFICATION OF BIDDERS

2. 1 Each prospective Bidder must pre-qualify to demonstrate, to the complete satisfaction of the City of Clearwater, that the Bidder has the necessary facilities, equipment, ability, financial resources and experience to perform the work in a satisfactory manner. An application package for pre-qualification may be obtained by contacting the City of Clearwater, Engineering Division by phone at (727) 562-

4750. Pre-qualification requirement information is also available on the City of Clearwater Website at address:

www.myclearwater.com/government/city-departments/engineering/construction-management.

Contractors wanting to pre-qualify to bid on a project as a General Contractor must do so two weeks (ten workdays) prior to the bid opening date. Bidders currently pre-qualified by the City do not have to make reapplication. It is the Contractor’s responsibility to confirm pre-qualification status before a Bid Opening.

The Contractor shall include copies of their current license/registration with the State of Florida and Pinellas County (if applicable) with their bid response.

3. EXAMINATION OF CONTRACT DOCUMENTS AND SITE

3.1.It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract

Documents thoroughly; (b) visit the site to become familiar with local conditions that may in any manner affect cost, progress, performance or furnishing of the work; (c) consider and abide by all applicable https://procurement.opengov.com/portal/myclearwater/projects/300132 https://www.myclearwater.com/government/city-departments/engineering/construction-management https://www.myclearwater.com/government/city-departments/engineering/construction-management

v. 7.2024 2 federal, state and local laws, ordinances, rules and regulations; and (d) study and carefully correlate

Bidder's observations with the Contract Documents, and notify Engineer in writing of all conflicts, errors or discrepancies in the Contract Documents.

3.2.For the purposes of bidding or construction, bidder may rely upon the accuracy of the technical data contained in reports of explorations and tests of subsurface conditions at the site which have been utilized by the Engineer in the preparation of the Contract Documents, but not upon non-technical data, interpretations or opinions contained therein or for the completeness thereof. Drawings relating to physical conditions of existing surface and subsurface conditions (except Underground Facilities) which are at or contiguous to the site and which have been utilized by the Engineer in preparation of the Contract Documents, may be relied upon by Bidder for accuracy of the technical data contained in such drawings but not upon the completeness thereof for the purposes of bidding or construction.

3.3.Information and data reflected in the Contract Documents with respect to Underground Facilities at or contiguous to the site are based upon information and data furnished to the City and Engineer by owners of such Underground Facilities or others, and the City does not assume responsibility for the accuracy or completeness thereof unless expressly provided in the Contract Documents.

3.4.Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on subsurface conditions, Underground Facilities, other physical conditions, possible conditions, and possible changes in the Contract Documents due to differing conditions appear in the General

Conditions.

3.5. Before submitting a Bid, each Bidder shall, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing the work in accordance with the time, price and other terms and conditions of the Contract Documents.

3.6. On request in advance, City will provide each Bidder access to the site to conduct such explorations and tests at Bidder's own expense as each Bidder deems necessary for submission of a

Bid. Bidder shall fill all holes and clean up and restore the site to its former condition upon completion of such explorations and tests.

3.7. The lands upon which the Work is to be performed, rights-of-way and easements for access thereto and other lands designated for use by the Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by the Contractor. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by the City unless otherwise provided in the Contract Documents.

3.8. The submission of a Bid will constitute an unequivocal representation by the Bidder that the Bidder has complied with every requirement of these Instructions to Bidders and that, without exception, the

Bid is premised upon performing and furnishing the Work required by the Contract Documents by such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions of performance and furnishing of the work.

4. INTERPRETATIONS AND ADDENDA

4.1. All questions as to the meaning or intent of the Contract Documents are to be directed in writing to the Engineer. Interpretations or clarifications considered necessary by the Engineer in response to such

v. 7.2024 3 questions will be issued by Addenda, via OpenGov. Questions received after the time frame specified on the pre-bid meeting agenda, prior to the date for opening of Bids, may not be answered. Only information provided by formal written Addenda will be binding. Oral and other interpretations of clarifications will be without legal effect.

4.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by the City or

Engineer.

5. BID SECURITY OR BID BOND

5.1. Each Bid must be accompanied by Bid Security made payable to the City of Clearwater in an amount equal to ten percent (10%) of the Bidder’s maximum Bid price and in the form of a certified or cashier’s check or a Proposal/Bid Bond (on form provided in Section V) issued by a surety meeting the requirements of the General Conditions.

5.2. The Bid Security of the Successful Bidder will be retained until such Bidder has executed the

Agreement and furnished the required Payment and Performance bonds, whereupon the Bid Security will be returned. If the Successful Bidder fails to execute, deliver the Agreement and furnish the required Bonds within ten (10) days after the award of contract by the City Council, the City may annul the bid and the Bid Security of the Bidder will be forfeited. The Bid Security of any Bidder whom the

City believes to have a reasonable chance of receiving the award may be retained by the City until the successful execution of the agreement with the successful Bidder or for a period up to ninety (90) days following bid opening. Security of other Bidders will be returned approximately fourteen (14) days after the Bid Opening.

5.3. The Bid Bond shall be issued in the favor of the City of Clearwater by a surety company qualified to do business in, and having a registered agent in, the State of Florida.

6. CONTRACT TIME

6.1. The number of consecutive calendar days within which the work is to be completed is set forth in the Technical Specifications.

7. LIQUIDATED DAMAGES

7.1. Provisions for liquidated damages are set forth in the Contract Agreement, Section V.

8. SUBSTITUTE MATERIAL AND EQUIPMENT

8.1. The contract, if awarded, will be on the basis of material and equipment described in the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items.

Whenever it is indicated in the Drawings or specified in the Specifications that a substitute or "or equal" item may be furnished or used, application for its acceptance will not be considered by the Engineer until after the effective date of the Contract Agreement. The procedure for submittal of any such application is described in the General Conditions and as supplemented in the Technical

Specifications.

9. SUBCONTRACTORS

9.1. If requested by the City or Engineer, the Successful Bidder, and any other Bidder so requested, shall, within seven (7) days after the date of the request, submit to the Engineer an experience statement with pertinent information as to similar projects and other evidence of qualification for each

Subcontractor, supplier, person and organization to be used by the Contractor in the completion of the

Work. The amount of subcontract work shall not exceed fifty percent (50%) of the Work except as may

v. 7.2024 4 be specifically approved by the Engineer. If the Engineer, after due investigation, has reasonable objection to any proposed Subcontractor, supplier, other person or organization, he may, before recommending award of the Contract to the City Council, request the Successful Bidder to submit an acceptable substitute without an increase in Contract Price or Contract Time. If the Successful Bidder declines to make any such substitution, the City may award the contract to the next lowest and most responsive Bidder that proposes to use acceptable Subcontractors, Suppliers, and other persons and organizations. Declining to make requested substitutions will not constitute grounds for sacrificing the

Bid Security to the City of any Bidder. Any Subcontractor, supplier, other person or organization listed by the Contractor and to whom the Engineer does not make written objection prior to the recommendation of award to the City Council will be deemed acceptable to the City subject to revocation of such acceptance after the Effective Date of the Contract Agreement as provided in the

General Conditions.

9.2. No Contractor shall be required to employ any Subcontractor, supplier, person, or organization against whom he has reasonable objection.

10. BID/PROPOSAL FORM

10.1. The Bid/Proposal Form is included with the Contract Documents and shall be printed in ink or typewritten. All blanks on the Bid/Proposal Forms must be completed. Unit Prices shall be to no more than two decimal points in dollars and cents. The Bidder must state in the Bid/Proposal Form in words and numerals without delineation’s, alterations or erasures, the price for which they will perform the work as required by the Contract Documents. Bidders are required to bid on all items in the

Bid/Proposal form. The lump sum for each section or item shall be for furnishing all equipment, materials, and labor for completing the section or item as per the plans and contract specifications.

Should it be found that quantities or amounts shown on the plans or in the proposal, for any part of the work, are exceeded or should they be found to be less after the actual construction of the work, the amount bid for each section or item will be increased or decreased in direct proportion to the unit prices bid for the listed individual items.

10.2. Bids by corporations shall be executed in the corporate name by the president or a vice-president

(or other corporate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the Signature. If requested, the person signing a Bid for a corporation or partnership shall produce evidence satisfactory to the City of the person's authority to bind the corporation or partnership.

10.3. Bids by partnerships shall be executed in the partnership name and signed by a general partner, whose title shall appear under the signature and the official address of the partnership shall be shown below the signature.

10.4. All names shall be typed or printed below the signature.

11. SUBMISSION OF BIDS

11.1. It is recommended that bids are submitted electronically through the City's e-Procurement Portal located at https://procurement.opengov.com/portal/myclearwater. By way of the e-Procurement Portal, responses will be locked and digitally encrypted until the submission deadline passes.

Sealed Bids not submitted electronically shall be submitted at or before the time and at the place indicated in the Advertisement for Bids and shall be submitted in a sealed envelope with the project name and number on the bottom left-hand corner. If forwarded by mail, the Bid shall be enclosed in another envelope with the notation "Bid Enclosed" on the face thereof and addressed to the City of Clearwater, https://procurement.opengov.com/portal/myclearwater

v. 7.2024 5 attention Purchasing Manager. Bids will be received at the office indicated in the Advertisement until the time and date specified. Bids in any other form will not be accepted.

E-mail or fax submissions will not be accepted.

No responsibility will attach to the City of Clearwater, its employees or agents for premature opening of a bid that is not properly addressed and identified.

11.2. If submitting a hard copy, the sealed bid envelope shall contain, but not be limited to, the

Proposal/Bid Bond and corresponding Power of Attorney, Affidavit, Non-Collusion Affidavit, Proposal

(pages one and two), Addendum Sheet, Bidder’s Proposal, Scrutinized Companies and Business

Operations with Cuba and Syria Certification Form, and E-Verify form.

12. MODIFICATION AND WITHDRAWAL OF BIDS

12.1. For bids submitted electronically, vendors may use the "Unsubmit Response" button located on the

Response Details page of their submission. Responses may be resubmitted once they have been edited or modified as needed.

For mailed in or hand delivered bids, written requests to modify or withdraw the bid received by the City prior to the scheduled opening time will be accepted and will be corrected after opening. Written requests must be addressed and labeled in the same manner as the bid and marked as a MODIFICATION or

WITHDRAWAL of the bid.

No oral requests will be allowed.

Requests for withdrawal after the bid opening will only be granted upon proof of undue hardship and may result in the forfeiture of any bid security. Any withdrawal after the bid opening shall be allowed solely at the City’s discretion.

13. REJECTION OF BIDS

13.1. To the extent permitted by applicable State and Federal laws and regulations, the City reserves the right to reject any, and all Bids, and to waive any, and all informalities. Grounds for the rejection of a bid include but are not limited to a material omission, unauthorized alteration of form, unauthorized alternate bids, incomplete or unbalanced unit prices, or irregularities of any kind. Also, the City reserves the right to reject any Bid if the City believes that it would not be in the best interest of the public to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by the City. The City reserves the right to decide which bid is deemed to be the lowest and best in the interest of the public.

14. DISQUALIFICATION OF BIDDER

14.1. Any or all bids will be rejected if there is any reason for believing that collusion exists among the bidders, the participants in such collusion will not be considered in future proposals for the same work.

Each bidder shall execute the Non-Collusion Affidavit contained in the Contract Documents.

15. OPENING OF BIDS

15.1. Bids will be opened and read publicly at the location and time stated in the Advertisement for

Bids. Bidders are invited to be present at the opening of bids.

16. LICENSES, PERMITS, ROYALTY FEES AND TAXES

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16.1. The Contractor shall secure all licenses and permits (and shall pay all permit fees) except as specifically stated otherwise in the Technical Specifications. The Contractor shall comply with all

Federal and State Laws, County and Municipal Ordinances and regulations, which in any manner effect the prosecution of the work. City of Clearwater building permit fees and impact fees will be waived except as specifically stated otherwise in the Technical Specifications.

16.2. The Contractor shall assume all liability for the payment of royalty fees due to the use of any construction or operation process, which is protected by patent rights except as specifically stated otherwise in the Technical Specifications. The amount of royalty fee, if any, shall be stated by the

Contractor.

16.3. The Contractor shall pay all applicable sales, consumer, use, and other taxes required by law.

The Contractor is responsible for reviewing the pertinent State Statutes involving the sales tax and sales tax exemptions and complying with all requirements.

16.4. The City of Clearwater is exempt from state sales tax on materials purchased by the City and incorporated into the WORK. The City of Clearwater reserves the right to implement the Owner Direct

Purchase (ODP) Option, as may be indicated in the Scope of Work Description in Section IV –

Technical Specifications and as defined in Section III – General Conditions.

17. IDENTICAL TIE BIDS/VENDOR DRUG FREE WORKPLACE

17.1. In accordance with the requirements of Section 287.087 Florida Statutes regarding a Vendor

Drug Free Workplace, in the event of identical tie bids, preference shall be given to bidders with drug-free workplace programs. Whenever two or more bids which are equal with respect to price, quality, and service are received by the City for the procurement of commodities or contractual services, a bid received from a business that certifies that it has implemented a drug-free workplace program shall be given preference in the award process. Established procedures for processing tie bids will be followed if none or all of the tied bidders have a drug-free workplace program. In order to have a drug-free workplace program, a contractor shall supply the City with a certificate containing the following six statements and the accompanying certification statement:

(1)Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition.

(2) Inform employees as to the dangers of drug abuse in the workplace, the business's policy of maintaining a drug-free workplace, any available drug counseling, rehabilitation, and employee assistance programs, and the penalties that may be imposed upon employees for drug abuse violations.

(3) Give each employee engaged in providing the commodities or contractual services that are under bid a copy of the statement specified in subsection (1).

(4) In the statement specified in subsection (1), notify the employees that, as a condition of working on the commodities or contractual services that are under bid, the employee will abide by the terms of the statement and will notify the employer of any conviction of, or plea of guilty or nolo contendere to, any violation of chapter 893, or of any controlled substance law, of the United States, or of any state, for a violation occurring in the workplace no later than five (5) days after such conviction.

(5) Impose a sanction on or require the satisfactory participation in a drug abuse assistance or rehabilitation program if such is available in the employee's community, by any employee who is so convicted.

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(6) Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section.

I certify that this firm does/does not (select only one) fully comply with the above requirements.

18. AWARD OF CONTRACT

18.1. Discrepancies between words and figures will be resolved in favor of words. Discrepancies in the multiplication of units of work and unit prices will be resolved in favor of the unit prices.

Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum.

18.2. In evaluating the Bids, the City will consider the qualifications of the Bidders, whether the Bids comply or not with the prescribed requirements, unit prices, and other data as may be requested in the Bid/Proposal form. The City may consider the qualifications and experience of Subcontractors, suppliers and other persons and organizations proposed by the Contractor for the Work. The City may conduct such investigations as the City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons, and organizations to perform and furnish the Work in accordance with the Contract Documents to the City's satisfaction within the prescribed time.

18.3. If the Contract is to be awarded, it will be awarded to the lowest responsible, responsive Bidder whose evaluation by the City indicates to the City that the award will be in the best interest of the City.

18.4. Award of contract will be made for that combination of base bid and alternate bid items in the best interest of the City, however, unless otherwise specified all work awarded will be awarded to only one Contractor.

18.5. The successful bidder/contractor will be required to comply with Section 119.0701, Florida

Statutes, specifically to:

A. Keep and maintain public records that ordinarily and necessarily would be required by the City of Clearwater in order to perform the service;

B. Provide the public with access to public records on the same terms and conditions that the City of Clearwater would provide the records and at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law;

C. Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law; and

D. Meet all requirements for retaining public records and transfer, at no cost, to the City of Clearwater all public records in possession of the contractor upon termination of the contract and destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. All records stored electronically must be provided to the public agency in a format that is compatible with the information technology systems of the City of

Clearwater.

19. BID PROTEST

19.1. RIGHT TO PROTEST:

Pursuant to Section 2.562(3), Clearwater Code of Ordinances, a bidder who submitted a response to a competitive solicitation and was not selected may appeal the decision through

v. 7.2024 8 the bid protest procedures, a copy of which shall be available in the Procurement Division. A protesting bidder must include a fee of one percent of the amount of the bid or proposed contract to offset the City’s additional expenses related to the protest. This fee shall not exceed

$5,000.00 nor be less than $50.00. Full refund will be provided should the protest be upheld. No partial refunds will be made.

20. TRENCH SAFETY ACT

20.1. The Bidder shall comply with the provisions of the City of Clearwater’s Ordinance related to trench digging (Ordinance No. 7918-08) along with the Florida Trench Safety Act (Sections 553.60-

553.64, Florida Statutes) and the provisions of the Occupational Safety and Health Administration's

(OSHA) excavation safety standards, 29 C.F.R.s 1926.650 Subparagraph P, or current revisions of these laws.

21. CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL MANAGEMENT

MEASURES

21.1. The Bidder shall comply with the provisions of the Environmental Protection Agency (EPA)

National Pollution Discharge Elimination System (NPDES) stormwater permit and implement stormwater pollution prevention plans (SWPPP’s) or stormwater management programs (both using best management practices (BMPs) that effectively reduce or prevent the discharge of pollutants into receiving waters.

A. The control of construction-related sediment loadings is critical to maintaining water quality.

The implementation of proper erosion and sediment control practices during the construction stage can significantly reduce sediment loadings to surface waters.

B. Prior to land disturbance, prepare and implement an approved erosion and sediment control plan or similar administrative document that contains erosion and sediment control provisions.

NPDES Management Measures available at City of Clearwater Engineering Environmental

Division and EPA websites to help address construction-related Best Management Practices.

GENERAL CONDITIONS

Section III - General Conditions can be found on the City's website at:

https://www.myclearwater.com/Business-Development/Doing-Business-with-the-City/Engineering-

Construction-Bid-Information/Contract-Specifications

TECHNICAL SPECIFICATIONS

3.1 SCOPE OF WORK

Project Name: Wastewater Collections Point Repair and Improvements

Project Number: 26-0060-UT

Scope of Work:

Work under this Contract shall be performed only when authorized by the City through individual Work

Orders and may include one or more of the following Groups of Work:

https://www.myclearwater.com/Business-Development/Doing-Business-with-the-City/Engineering-Construction-Bid-Information/Contract-Specifications https://www.myclearwater.com/Business-Development/Doing-Business-with-the-City/Engineering-Construction-Bid-Information/Contract-Specifications

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Group A – Sanitary Sewer Trenchless Reconstruction

Group B – Sewer Cleaning and Televising Inspection

Group C – Wastewater Point Repair

Group D – Sanitary Cleanouts and Laterals

Group E – Manhole Surfacing - Polyurethane

Group F – Smoke and Dye Testing

Bidders may bid on one or all Groups.

The work will be assigned at various locations within the limits of the City of Clearwater jurisdiction.

All quantities shown in the Bid Schedule are estimates only and are provided solely for bid evaluation purposes. The City is not obligated to purchase any minimum or maximum quantity of work during the life of the Contract.

All work shall be administered in accordance with Section III, Section 11.3 – Unit Price Work, of the

General Conditions and the applicable Technical Specifications.

Beyond the initial one-year term, the City reserves the right to renew the contract for up to three (3) additional years.

Contract Period: 365 Consecutive Calendar Days from Notice to Proceed.

3.2 Section IV - Technical Specifications

Section IV - Technical Specifications can be found on the City's website at:

https://www.myclearwater.com/Business-Development/Doing-Business-with-the-City/Engineering-

Construction-Bid-Information/Contract-Specifications

3.3 Section V - Contract Documents

Section V - Contract Documents can be found on the City's website at: https://www.myclearwater.com/Business-Development/Doing-Business-with-the-City/Engineering-

Construction-Bid-Information/Contract-Specifications

SUPPLEMENTAL TECHNICAL SPECIFICATIONS - Section IVA

4.1 4.1. Technical Specifications

4.1. Technical Specifications

Reference Attachment A 26-0060-UT WW PR Contrac Doc-Section IVa Supplemental Tech Specs

PRICING SHEET

All bid items, unless otherwise specified, shall be inclusive of furnishing all material and labor for the complete installation of the bid item, inclusive of any necessary removal. Installation shall be completed in accordance with the specifications. The quantities provided are estimated per year for bidding purposes and may vary based on the actual work throughout the duration of the contract. The City of Clearwater (City) is not obligated to purchase any minimum or maximum amount during the life of the contract. Unit costs for all bid items shall not be changed in the event of overruns or underruns.

The City reserves the right to reject any bid that, in the City’s sole judgment, contains materially unbalanced pricing, nominal unit prices, or pricing structures that do not reasonably reflect the cost of performing the Work.

https://www.myclearwater.com/Business-Development/Doing-Business-with-the-City/Engineering-Construction-Bid-Information/Contract-Specifications https://www.myclearwater.com/Business-Development/Doing-Business-with-the-City/Engineering-Construction-Bid-Information/Contract-Specifications https://www.myclearwater.com/Business-Development/Doing-Business-with-the-City/Engineering-Construction-Bid-Information/Contract-Specifications https://www.myclearwater.com/Business-Development/Doing-Business-with-the-City/Engineering-Construction-Bid-Information/Contract-Specifications

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GROUP A: SANITARY SEWER TRENCHLESS RECONSTRUCTION

Mobilization shall be per work order as defined by the City. Each work order may include more than one individual project. The unit price for mobilization shall not exceed $4,000 for non emergency mobilization and $5,000 for emergency mobilization. Emergency and non emergency mobilization are further defined in Section IV of the Contract Documents.

Line Item Description Quantity Unit of

Measure

Unit Cost Total

General

1 Emergency

Mobilization/Demobilization including General Conditions and

Traffic Control1 (max $5,000)

30 EA

2 Non-Emergency

Mobilization/Demobilization including General Conditions and

Traffic Control1 (max $4,000)

75 EA

Trenchless Pipe Reconstruction System – CIPP

3a 6” Dia. Sanitary Sewer Mains 6.0 mm

500 LF

3b 8” Dia. Sanitary Sewer Mains 6.0 mm

20,000 LF

3c 10” Dia. Sanitary Sewer Mains 7.5 mm

5,000 LF

3d 12” Dia. Sanitary Sewer Mains 7.5 mm

1,000 LF

3e 15” Dia. Sanitary Sewer Mains 9.0 mm

100 LF

3f 18” Dia. Sanitary Sewer Mains 9.0 mm

2,000 LF

3g 20” Dia. Sanitary Sewer Mains

12.0 mm

100 LF

3h 24” Dia. Sanitary Sewer Mains

12.0 mm

3,000 LF

3i 30” Dia. Sanitary Sewer Mains

16.0 mm

150 LF

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Line Item Description Quantity Unit of

Measure

Unit Cost Total

3j 36" Dia. Sanitary Sewer Mains

18.5 mm

50 LF

3k 42" Dia. Sanitary Sewer Mains

18.5 mm

50 LF

3l 48" Dia. Sanitary Sewer Mains

18.5 mm

50 LF

CIPP Sectional Repair

4. 6” Dia. Sanitary Sewer Mains

4a 0’-10’ 5 EA

4b 10.1’-20’ 2 EA

4c 20.1’-30’ 2 EA

5. 8" Dia. Sanitary Sewer Mains

5a 0’-10’ 5 EA

5b 10.1’-20’ 2 EA

5c 20.1’-30’ 2 EA

6 10" Dia. Sanitary Sewer Mains

6a 0’-10’ 5 EA

6b 10.1’-20’ 2 EA

6c 20.1’-30’ 2 EA

7 12" Dia. Sanitary Sewer Mains

7a 0’-10’ 5 EA

7b 10.1’-20’ 2 EA

7c 20.1’-30’ 2 EA

8 15”/16" Dia. Sanitary Sewer Mains

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Measure

Unit Cost Total

8a 0’-10’ 5 EA

8b 10.1’-20’ 2 EA

8c 20.1’-30’ 2 EA

9. 18” Dia. Sanitary Sewer Mains

9a 0’-10’ 3 EA

9b 10.1’-20’ 1 EA

9c 20.1’-30’ 1 EA

10 20" Dia. Sanitary Sewer Mains

10a 0’-10’ 3 EA

10b 10.1’-20’ 1 EA

10c 20.1’-30’ 1 EA

11 24" Dia. Sanitary Sewer Mains

11a 0’-10’ 3 EA

11b 10.1’-20’ 1 EA

11c 20.1’-30’ 1 EA

12 30" Dia. Sanitary Sewer Mains

12a 0’-10’ 3 EA

12b 10.1’-20’ 1 EA

12c 20.1’-30’ 1 EA

13 36" Dia. Sanitary Sewer Mains

13a 0'-10' 3 EA

13b 10.1’-20’ 1 EA

13c 20.1’-30’ 1 EA

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Measure

Unit Cost Total

14 42" Dia. Sanitary Sewer Mains

14a 0’-10’ 3 EA

14b 10.1’-20’ 1 EA

14c 20.1’-30’ 1 EA

15 48" Dia. Sanitary Sewer Mains

15a 0’-10’ 3 EA

15b 10.1’-20’ 1 EA

15c 20.1’-30’ 1 EA

Ancillary Services

16 Easement Access, Additional

16a ≤ 15” Diameter 250 LF

16b > 15” Diameter 500 LF

17 Sealing Leak Sealing

17 Service Leak Sealing with

Pressure Grouting

50 EA

18 Service Reconnection

18 Open Cut Service Reconnection 250 EA

19 Heavy Cleaning (6 Passes of the Cleaning Head)

19a 8”-10” Diameter 2,500 LF

19b 12”-15” Diameter 2,500 LF

19c 16”-24” Diameter 5,000 LF

19d 30”-36” Diameter 1,500 LF

19e 42”-48” Diameter 1,500 LF

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Measure

Unit Cost Total

Root Removal

20a 8”-10” Diameter 100 LF

20b 12”-15” Diameter 50 LF

20c 16”-24” Diameter 25 LF

20d 30”-36” Diameter 25 LF

20e 42”-48” Diameter 25 LF

21 Tuberculation Cleaning

21a 8”-10” Diameter 250 LF

21b 12”-15” Diameter 250 LF

21c 16”-24” Diameter 750 LF

21d 30”-36” Diameter 500 LF

21e 42”-48” Diameter 500 LF

22 Bypass Pump Setup With Piping

22a 8”-12” Diameter 75 EA

22b 15”-18” Diameter 25 EA

22c 24-36” Diameter 25 EA

22d 42”-48” Diameter 10 EA

TOTAL

GROUP A CONTINGENCY

Measure

Unit Cost Total

23 Owners Contingency Charges

(10% maximum allowed markup)

1 LS

v. 7.2024 15

Measure

Unit Cost Total

GROUP B. SEWER CLEANING AND TELEVISING INSPECTION

Mobilization shall be per work order as defined by the City. Each work order may include more than one individual project. The unit price for mobilization shall not exceed $4,000 for non emergency mobilization and $5,000 for emergency mobilization. Emergency and non emergency mobilization are further defined in Section IV of the Contract Documents.

Line Item Description Quantity Unit of

Measure

Unit Cost Total

1 Emergency

Mobilization/Demobilization &

General Conditions and Traffic

Control1 (max $5,000)

30 EA

2 Non-Emergency

Mobilization/Demobilization &

General Conditions and Traffic

Control1 (max $4,000)

75 EA

Sewer Line Cleaning

3a Heavy Cleaning from Right of Way

- 8”-10” Diameter

150,000 LF

3b Heavy Cleaning from Right of Way

- 12”-15” Diameter

25,000 LF

3c Heavy Cleaning from Right of Way

- 16”-24” Diameter

25,000 LF

3d Heavy Cleaning from Right of Way

- 30”-36” Diameter

50,000 LF

4a Root Removal - 8”-10” Diameter 200 LF

4b Root Removal - 12”-15” Diameter 25 LF

4c Root Removal - 16”-24” Diameter 25 LF

4d Root Removal - 30”-36” Diameter 10 LF

v. 7.2024 16

Measure

Unit Cost Total

5a Heavy Cleaning from Side and/or

Rear Easements - 8”-10” Diameter

150,000 LF

5b Heavy Cleaning from Side and/or

Rear Easements - 12”-15”

Diameter

25,000 LF

5c Heavy Cleaning from Side and/or

Rear Easements - 16”-24”

Diameter

25,000 LF

5d Heavy Cleaning from Side and/or

Rear Easements - 30”-36”

Diameter

50,000 LF

6a Tuberculation Cleaning - 8”-10”

Diameter

200 LF

6b Tuberculation Cleaning - 12”-15”

Diameter

200 LF

6c Tuberculation Cleaning - 16”-24”

Diameter

200 LF

6d Tuberculation Cleaning - 30”-36”

Diameter

200 LF

7 Manhole Clean/Jet-vac 5,000 EA

CCTV Pipe and Manhole Inspection with PACP/CUES Granite XP Compatibility

8a CCTV Pipe Inspection - includes light cleaning - 8”-10” Diameter

750,000 LF

8b CCTV Pipe Inspection - includes light cleaning - 12”-15” Diameter

50,000 LF

8c CCTV Pipe Inspection - includes light cleaning - 16”-24” Diameter

25,000 LF

8d CCTV Pipe Inspection - includes light cleaning - 30”-36” Diameter

50,000 LF

9 Manhole Inspection 100 EA

10 Smoke Testing 10,000 LF

v. 7.2024 17

Measure

Unit Cost Total

11 Dye Testing 5,000 LF

GROUP B CONTINGENCY

Measure

Unit Cost Total

12 Owners Contingency Charges

(10% maximum allowed markup)

GROUP C: WASTEWATER POINT REPAIR

1Mobilization shall be per work order as defined by the City. Each work order may include more than one individual project. The unit price for mobilization shall not exceed $4,000 for non emergency mobilization and $5,000 for emergency mobilization. Emergency and non emergency mobilization are further defined in Section IV of the Contract Documents.

Line Item Description Quantity Unit of

Measure

Unit Cost Total

1 Emergency

Mobilization/Demobilization &

General Conditions1 (max $5,000)

30 EA

2 Non-Emergency

Mobilization/Demobilization &

General Conditions1 (max $4,000)

75 EA

Bypass Pump Mob/Demob. Set Up & Maintenance

3a 8”-12” Diameter 30 DAY

3b 15”-18” Diameter 30 DAY

3c 16” to 24” Diameter 8 WK

3d 30” to 36” Diameter 8 WK

v. 7.2024 18

Measure

Unit Cost Total

Maintenance of Traffic Bid Items 4a to 4i shall be fully inclusive of furnishing and installation all items to provide a complete maintenance of traffic installation including but not limited to signage, barricades, channelizing devices, flaggers, etc. Bid Items 4j-4s shall only be allowed where not included as part of a complete MOT bid item.

4a FDOT Index 102-601 - Work

Beyond the Shoulder

30 EA/DAY

4b FDOT Index 102-602 - Work on

Shoulder

30 EA/DAY

4c FDOT Index 102-603 - Two Lane

Two Way Work within Travel way

20 EA/DAY

4d FDOT Index 102-604 - Two Lane

Two Way - Intersection Work

20 EA/DAY

4e FDOT Index 102-613 - Multilane

Roadway - Lane Closures

20 EA/DAY

4f FDOT Index 102-615 - Multilane

Roadway - Intersection Work

200 EA/DAY

4g FDOT Index 102-620 - Multilane

Roadway - Temporary Diversion

200 EA/DAY

4h FDOT Index 102-625 - Temporary

Road Closure

200 EA/DAY

4i FDOT Index 102-628 - Two Way

Left Turn Lanes

200 EA/DAY

4j Flagman 200 HOUR

4k Arrow Board - 5' Minimum

Horizontal Size

30 EA/DAY

4l Variable Message Board 30 EA/DAY

4m Concrete Barrier (FDOT Index No.

415)

60 EA/DAY

4n Low Profile Barrier (FDOT Index

No. 412)

60 EA/DAY

4o Sign in Work Zone 100 EA/DAY

v. 7.2024 19

Measure

Unit Cost Total

4p FDOT Cone 100 EA/DAY

4q FDOT Channelizing Drum 100 EA/DAY

4r Barricade, Type III with Warning

Light

100 EA/DAY

4s Barricade, Type I or II with

Warning Light

100 EA/DAY

Labor and Equipment Bid Items 5a-l and 6a-v shall only be used at the approval of the City where other bid items are not fully inclusive or where applicable, at discretion of the City.

5a Forman regular time 2,500 HOUR

5b Forman overtime 500 HOUR

5c Operator regular time 4,000 HOUR

5d Operator overtime 500 HOUR

5e Truck Driver regular time 1,500 HOUR

5f Truck Driver overtime 150 HOUR

5g Pipe Layer regular time 4,000 HOUR

5h Pipe Layer overtime 400 HOUR

5i Laborer regular time 4,000 HOUR

5j Laborer overtime 550 HOUR

5k Preconstruction Video 30 DAY

5l Asbuilt Survey 80 DAY

Equipment

6a Foreman's pickup truck with hand tools

3,000 HOUR

6b Job truck with tools 3,500 HOUR

6c Tractor & Trailer (Transport) 200 HOUR

v. 7.2024 20

Measure

Unit Cost Total

6d Track Hoe (to 100 HP) 1,100 HOUR

6e Track Hoe (101 HP to 170 HP) 500 HOUR

6f Track Hoe (171 HP and up) 750 HOUR

6g Rubber Tired Backhoe 25 HOUR

6h Wheel Loader (to 150 HP) 2,000 HOUR

6i Wheel Loader (151 HP and up) 250 HOUR

6j Track Type Tractors (to 100 HP) 150 HOUR

6k Track Type Tractors (101 HP and up)

25 HOUR

6l Dump Truck (Tandem Axle) 750 HOUR

6m Plate Tamp 250 HOUR

6n 3” Trash Pump 250 HOUR

6o 4” Double Diaphragm Pump 2,000 HOUR

6p Air Compressor (125 CFM min.) 100 HOUR

6q 4” Jet Pump 25 DAY

6r Emergency Hauling up to 2500 gallons

25 HOUR

6s Emergency Hauling over 2500 gallons

25 HOUR

6t Street Sweeper 200 HOUR

6u Mobile Light Tower 40 DAY

6v Vactor Truck 250 HOUR

Stormwater

7a Adjust Storm Structures 10 EA

v. 7.2024 21

Measure

Unit Cost Total

7b Underdrains 200 LF

7c Build Up Type Structures 10 EA

7d Precast Type 10 EA

7e Gabions and Mattresses 10 CY

Landscaping/Restoration

8a Sodding 75,000 SF

8b Brush Removal 40 TON

8c Tree protection 250 EA

8d Tree Removal (<6" Trunk

Diameter)

5 EA

8e Tree Removal (6"-12" Trunk

Diameter)

3 EA

8f Tree Removal (13"-18" Trunk

Diameter)

3 EA

8g Tree Removal (>18" Trunk

Diameter)

3 EA

Materials

9a Remove and Replace Concrete

Sidewalk, (4" Min Thickness)

500 SF

9b Remove and Replace Concrete

Sidewalk, (6" Min Thickness)

500 SF

9c Remove and Replace Concrete

Driveway

250 SY

9d Full Width Milling (Up to 2") 7,500 SY

9e Full Width Milling (2" to 4") 7,500 SY

9f SP 12.5 Asphalt Resurfacing 500 TON

v. 7.2024 22

Measure

Unit Cost Total

9g SP 9.5 Asphalt Resurfacing 500 TON

9h Pavement Marking - Crosswalks

(Lane)

500 LF

9i Pavement Marking - Stop Bars

(Lane)

250 EA

9j Pavement Marking - School

Crossing/RR

50 EA

9k Pavement Marking - Turn, Straight, Combo Arrows

50 EA

9l Pavement Marking - Dashed

(White, Yellow, or Double Yellow)

500 LF

9m Pavement Marking - Solid White 250 LF

9n Pavement Marking - Solid Double

Yellow

250 LF

9o Pavement Marking - Solid Yellow 250 LF

9p Temporary Pavement Marking -

Turn, Straight, Combo Arrows

250 EA

9q Temporary Pavement Marking -

Dashed (White, Yellow, or Double

Yellow)

250 LF

9r Temporary Pavement Marking -

Solid White

250 LF

9s Temporary Pavement Marking -

Solid Double Yellow

250 LF

9t Temporary Pavement Marking -

Solid Yellow

250 LF

9u Remove and replace concrete curb and gutter (FDOT Type A)

750 LF

9v Remove and replace concrete curb and gutter (FDOT Type E)

750 LF

v. 7.2024 23

Measure

Unit Cost Total

9w Remove and replace concrete curb and gutter (FDOT Type F)

750 LF

9x 3000 psi Concrete 100 CY

9y Off Site Selected Fill 1,500 CY

9z Limerock Base Material 750 TON

9aa Crushed Concrete Base Material 750 TON

9bb Stabilized Subgrade 750 TON

9cc # 57 Washed Stone 750 TON

9dd Removal of Unsuitable Soil 300 TON

9ee Removal of Buried Concrete 50 CY

9ff Removal of Hazardous Materials 50 CY

9gg Rip Rap 300 TON

9hh Flowable Fill 100 CY

9ii Brick Pavers 100 SY

9jj Brick Paver Level Sand 10 CY

9kk Geogrid 80 SY

9ll Shoring (4' to 6' deep) 12 EA

9mm Shoring (6' to 10' deep) 12 EA

9nn Steel Road Plates 12 EA

9oo Bollard 30 EA

9pp Pipe Exterior Coating 100 SF

Well Point Dewatering

10 Well Point Dewatering 2,000 LF/DAY

v. 7.2024 24

Measure

Unit Cost Total

Manholes and Gravity Main Appurtenances

11a Built up Type Manhole-4' diameter

(Inclusive of lining, drops, ring, cover, etc.)

250 VF

11b Built up Type Manhole-5' diameter

(Inclusive of lining, drops, ring, cover, etc.)

25 VF

11c Built up Type Manhole-6' diameter

(Inclusive of lining, drops, ring, cover, etc.)

25 VF

11d Precast Type Manhole-4' diameter

(Inclusive of lining, drops, ring, cover, etc.)

250 VF

11e Precast Type Manhole-5' diameter

(Inclusive of lining, drops, ring, cover, etc.)

25 VF

11f Precast Type Manhole-6' diameter

(Inclusive of lining, drops, ring, cover, etc.)

25 VF

11g Manhole Drop 10 EA

11h HDPE Adjustment Ring 5 EA

11i City’s Standard Manhole Ring 30 EA

11j City’s Standard Manhole Cover 30 EA

11k Abatement Inserts (dish/pan) 100 EA

11l Furnish and Install Cleanout 500 EA

11m Furnish and Install Two-way

Cleanouts

10 EA

11n Bench/Invert Repair - Replacement 70 EA

11o Injection Grouting as required to stop infiltration and inflow

1,000 GAL

v. 7.2024 25

Measure

Unit Cost Total

11p Manhole Clean/Jet-Vac 40 EA

11q Remove existing liner for 4’ diameter manhole

750 VF

11r Remove existing liner for 5’ diameter manhole

750 VF

11s Remove existing liner for 6’ diameter manhole

750 VF

11t Reset/Adjust Frame and Cover 25 EA

11u Replace Frame and Cover 250 EA

11v Seal Manhole Frame to Corbel

Connection

250 EA

11w Rear Easement Access 30 EA

Manhole Surfacing (Epoxy) - Manhole Coating Product: Raven 405

12a Liner System for 4' diameter manhole-125 MILS

1,500 VF

12b Liner System for 4' diameter manhole-250 MILS

1,500 VF

12c Liner System for 5' diameter manhole-125 MILS

1,500 VF

12d Liner System for 5' diameter manhole-250 MILS

1,500 VF

12e Liner System for 6' diameter manhole-125 MILS

1,500 VF

12f Liner System for 6' diameter manhole-250 MILS

1,500 VF

Manhole Surfacing (Cementitious) - Manhole Coating Product: Strong Seal MS-2C Coating

System

13a Liner System for 4’ diameter manhole-1/2 inch

500 VF

v. 7.2024 26

Measure

Unit Cost Total

13b Liner System for 5’ diameter manhole-1/2 inch

300 VF

13c Liner System for 6’ diameter manhole-1/2 inch

200 VF

Manhole Surfacing (Polyurethane) - Manhole Coating Product: Spraywall

14a Liner System for 4’ diameter manhole-125 MILS

1,500 VF

14b Liner System for 4' diameter manhole-250 MILS

1,500 VF

14c Liner System for 5' diameter manhole-125 MILS

1,500 VF

14d Liner System for 5' diameter manhole-250 MILS

1,500 VF

14e Liner System for 6' diameter manhole-125 MILS

1,500 VF

14f Liner System for 6' diameter manhole-250 MILS

1,500 VF

Lateral Replacement and Lateral CIPP

15 Replace Existing Service Lateral from Sewer Main to New Cleanout Location (6"-8" Dia.)

15a Up to 5' deep 800 LF

15b More than 5' and up to 10' deep 500 LF

15c More than 10' and up to 15' deep 300 LF

15d More than 15' and up to 20' deep 200 LF

16 Trenchless (CIPP) Reconstruction of Sewer Lateral, CCTV and Cleaning

16a 4” Dia. Sanitary Sewer Lat. 4.0 mm 500 LF

16b 6” Dia. Sanitary Sewer Lat. 6.0 mm 300 LF

16c 8” Dia. Sanitary Sewer Lat. 6.0 mm 50 LF

v. 7.2024 27

Measure

Unit Cost Total

Grout Fill and Abandon Main

17a 2"-6" 7,500 LF

17b 8"-12" 7,500 LF

17c 16"-24" 5,000 LF

17d >30" 5,000 LF

Remove Abandoned Main (if not already removing for replacing)

18a 2"-6" 5,000 LF

18b 8"-12" 5,000 LF

18c 16"-24" 2,000 LF

18d >30" 500 LF

Gravity Mains

PVC Gravity Mains (Inclusive of all Labor, Material, and Associated Restraints)

19a 4” diameter (0' to 5') 5 LF

19b 4” diameter (5.1' to 10') 5 LF

19c 4” diameter (10.1' to 15') 5 LF

19d 4” diameter (15.1' to 20') 5 LF

19e 6” diameter (0' to 5') 25 LF

19f 6” diameter (5.1' to 10') 25 LF

19g 6” diameter (10.1' to 15') 5 LF

19h 6” diameter (15.1' to 20') 5 LF

19i 8” diameter (0' to 5') 1,000 LF

19j 8” diameter (5.1' to 10') 1,000 LF

19k 8” diameter (10.1' to 15') 500 LF

v. 7.2024 28

Measure

Unit Cost Total

19l 8” diameter (15.1' to 20') 500 LF

19m 10” diameter (0' to 5') 1,000 LF

19n 10” diameter (5.1' to 10') 1,000 LF

19o 10” diameter (10.1' to 15') 500 LF

19p 10” diameter (15.1' to 20') 500 LF

19q 12” diameter (0' to 5') 500 LF

19r 12” diameter (5.1' to 10') 500 LF

19s 12” diameter (10.1' to 15') 250 LF

19t 12” diameter (15.1' to 20') 100 LF

19u 14”/15" diameter (0' to 5') 5 LF

19v 14”/15" diameter (5.1' to 10') 5 LF

19w 14”/15" diameter (10.1' to 15') 5 LF

19x 14”/15" diameter (15.1' to 20') 5 LF

19y 16”/18" diameter (0' to 5') 5 LF

19z 16”/18" diameter (5.1' to 10') 5 LF

19aa 16”/18" diameter (10.1' to 15') 5 LF

19bb 16”/18" diameter (15.1' to 20') 5 LF

19cc 20”/21" diameter (0' to 5') 5 LF

19dd 20”/21" diameter (5.1' to 10') 5 LF

19ee 20”/21" diameter (10.1' to 15') 5 LF

19ff 20”/21" diameter (15.1' to 20') 5 LF

19gg 24” diameter (0' to 5') 5 LF

19hh 24” diameter (5.1' to 10') 5 LF

v. 7.2024 29

Measure

Unit Cost Total

19ii 24” diameter (10.1' to 15') 5 LF

19jj 24” diameter (15.1' to 20') 5 LF

19kk 30” diameter (0' to 5') 5 LF

19ll 30” diameter (5.1' to 10') 5 LF

19mm 30” diameter (10.1' to 15') 5 LF

19nn 30” diameter (15.1' to 20') 5 LF

19oo 36” diameter (0' to 5') 5 LF

19pp 36” diameter (5.1' to 10') 5 LF

19qq 36” diameter (10.1' to 15') 5 LF

19rr 36” diameter (15.1' to 20') 5 LF

19ss 42” diameter (0' to 5') 5 LF

19tt 42” diameter (5.1' to 10') 5 LF

19uu 42” diameter (10.1' to 15') 5 LF

19vv 42” diameter (15.1' to 20') 5 LF

19ww 48” diameter (0' to 5') 5 LF

19xx 48” diameter (5.1' to 10') 5 LF

19yy 48” diameter (10.1' to 15') 5 LF

19zz 48” diameter (15.1' to 20') 5 LF

19aaa 54” diameter (0' to 5') 5 LF

19bbb 54” diameter (5.1' to 10') 5 LF

19ccc 54” diameter (10.1' to 15') 5 LF

19ddd 54” diameter (15.1' to 20') 5 LF

HDPE Gravity Main (Inclusive of all Labor, Material, and Associated Restraints)

v. 7.2024 30

Measure

Unit Cost Total

20a 4” diameter (0' to 5') 5 LF

20b 4” diameter (5.1' to 10') 5 LF

20c 4” diameter (10.1' to 15') 5 LF

20d 4” diameter (15.1' to 20') 5 LF

20e 6” diameter (0' to 5') 25 LF

20f 6” diameter (5.1' to 10') 25 LF

20g 6” diameter (10.1' to 15') 5 LF

20h 6” diameter (15.1' to 20') 5 LF

20i 8” diameter (0' to 5') 50 LF

20j 8” diameter (5.1' to 10') 50 LF

20k 8” diameter (10.1' to 15') 10 LF

20l 8” diameter (15.1' to 20') 10 LF

20m 10” diameter (0' to 5') 100 LF

20n 10” diameter (5.1' to 10') 100 LF

20o 10” diameter (10.1' to 15') 5 LF

20p 10” diameter (15.1' to 20') 5 LF

20q 12” diameter (0' to 5') 500 LF

20r 12” diameter (5.1' to 10') 500 LF

20s 12” diameter (10.1' to 15') 250 LF

20t 12” diameter (15.1' to 20') 100 LF

20u 14”/15" diameter (0' to 5') 5 LF

20v 14”/15" diameter (5.1' to 10') 5 LF

20w 14”/15" diameter (10.1' to 15') 5 LF

v. 7.2024 31

Measure

Unit Cost Total

20x 14”/15" diameter (15.1' to 20') 5 LF

20y 16”/18" diameter (0' to 5') 5 LF

20z 16”/18" diameter (5.1' to 10') 5 LF

20aa 16”/18" diameter (10.1' to 15') 5 LF

20bb 16”/18" diameter (15.1' to 20') 5 LF

20cc 20”/21" diameter (0' to 5') 5 LF

20dd 20”/21" diameter (5.1' to 10') 5 LF

20ee 20”/21" diameter (10.1' to 15') 5 LF

20ff 20”/21" diameter (15.1' to 20') 5 LF

20gg 24” diameter (0' to 5') 5 LF

20hh 24” diameter (5.1' to 10') 5 LF

20ii 24” diameter (10.1' to 15') 5 LF

20jj 24” diameter (15.1' to 20') 5 LF

20kk 30” diameter (0' to 5') 5 LF

20ll 30” diameter (5.1' to 10') 5 LF

20mm 30” diameter (10.1' to 15') 5 LF

20nn 30” diameter (15.1' to 20') 5 LF

20oo 36” diameter (0' to 5') 5 LF

20pp 36” diameter (5.1' to 10') 5 LF

20qq 36” diameter (10.1' to 15') 5 LF

20rr 36” diameter (15.1' to 20') 5 LF

20ss 42” diameter (0' to 5') 5 LF

20tt 42” diameter (5.1' to 10') 5 LF

v. 7.2024 32

Measure

Unit Cost Total

20uu 42” diameter (10.1' to 15') 5 LF

20vv 42” diameter (15.1' to 20') 5 LF

20ww 48” diameter (0' to 5') 5 LF

20xx 48” diameter (5.1' to 10') 5 LF

20yy 48” diameter (10.1' to 15') 5 LF

20zz 48” diameter (15.1' to 20') 5 LF

20aaa 54” diameter (0' to 5') 5 LF

20bbb 54” diameter (5.1' to 10') 5 LF

20ccc 54” diameter (10.1' to 15') 5 LF

20ddd 54” diameter (15.1' to 20') 5 LF

Pressure Pipe (Open Cut)

PVC Force Main (Inclusive of all Labor, Material, and Associated Restraints)

21a 4” diameter (0' to 5') 25 LF

21b 4” diameter (5.1' to 10') 5 LF

21c 4” diameter (10.1' to 15') 5 LF

21d 4” diameter (15.1' to 20') 5 LF

21e 6” diameter (0' to 5') 25 LF

21f 6” diameter (5.1' to 10') 25 LF

21g 6” diameter (10.1' to 15') 5 LF

21h 6” diameter (15.1' to 20') 5 LF

21i 8” diameter (0' to 5') 50 LF

21j 8” diameter (5.1' to 10') 50 LF

21k 8” diameter (10.1' to 15') 10 LF

v. 7.2024 33

Measure

Unit Cost Total

21l 8” diameter (15.1' to 20') 10 LF

21m 10” diameter (0' to 5') 100 LF

21n 10” diameter (5.1' to 10') 100 LF

21o 10” diameter (10.1' to 15') 5 LF

21p 10” diameter (15.1' to 20') 5 LF

21q 12” diameter (0' to 5') 500 LF

21r 12” diameter (5.1' to 10') 500 LF

21s 12” diameter (10.1' to 15') 250 LF

21t 12” diameter (15.1' to 20') 100 LF

21u 14”/15" diameter (0' to 5') 5 LF

21v 14”/15" diameter (5.1' to 10') 5 LF

21w 14”/15" diameter (10.1' to 15') 5 LF

21x 14”/15" diameter (15.1' to 20') 5 LF

21y 16”/18" diameter (0' to 5') 5 LF

21z 16”/18" diameter (5.1' to 10') 5 LF

21aa 16”/18" diameter (10.1' to 15') 5 LF

21bb 16”/18" diameter (15.1' to 20') 5 LF

21cc 20”/21" diameter (0' to 5') 5 LF

21dd 20”/21" diameter (5.1' to 10') 5 LF

21ee 20”/21" diameter (10.1' to 15') 5 LF

21ff 20”/21" diameter (15.1' to 20') 5 LF

21gg 24” diameter (0' to…