20260831 SSES P3 Addendum No. 3.pdf

Weston & Sampson, PE, LS, LA, PC

1 Winners Circle, Suite 130, Albany, NY 12205

Tel: 518.463.4400

Offices in: MA, CT, NH, VT, NY, SC & FL westonandsampson.com

August 31, 2026

TO: ALL PROSPECTIVE BIDDERS

RE: VILLAGE OF TUXEDO PARK

Contract DPW-03 – SSES Phase 3 – Subbasins 5, 8, 16, & 17

VIA EMAIL - 24 Pages (including this page)

TO ALL PROSPECTIVE BIDDERS:

This addendum is issued this day in conformance with Article 10 of the Instruction to Bidders, included in the Contract Documents. The information contained in this addendum is intended to clarify, supersede, replace, or supplement the Contract Documents as specified herewith, and shall be made an integral part of the Contract.

This receipt of this addendum must be acknowledged on page 00410-2. This addendum has been prepared in response to Requests for Information (RFl's) received from prospective bidders as identified herein, and to clarify information contained in the Contract Documents.

Thank you for your cooperation.

Sincerely, Joseph M. Zongol, P.E., NICET III Senior Associate | Regional Manager (FL) Weston & Sampson, PE, LS, LA, Architects, PC

Enclosures: Addendum No. 3

Offices in: MA, CT, NH, VT, NY, SC & FL westonandsampson.com

ADDENDUM NO. 3

RESPONSES TO QUESTIONS:

1. Point Repairs (open cut) and short liners can have large varying costs depending on their location. No scope is defined and these cannot be accurately priced because of the varying access and terrain surrounding the project. Would you please consider turning items PL6, PL8 and PL9 into an allowance to be utilized as needed?

The exact locations where PL6, PL7, and PL8 will be used are not available at this time. If work is required beyond what is described in the pay item or is generally considered reasonable, the allowance item may be used with authorization from the Village and Engineer.

2. Is Item PL7 expected to be paid on all pipes scheduled for Cured-In-Place lining or Test and Sealing? If not, can you please provide a list of pipe segments expected to be CCTV inspected on this contract?

Item PL7 is only intended to be used on an as-needed basis. CCTV associated with the cured-in-place lining and test and sealing pay items shall be incidental to those pay items and PL7 will not be used for that work.

In the event that a line is CCTV inspected but it is determined that Cured-In-Place lining will not be performed for a section that was specified to be receiving that treatment, the contractor will be paid based on PL7.

3. Segment from MH 08-0150 to 08-0140, plans have a note saying it is 4". There is no bid item for 4" CIPP, do you want to line that 4" length of pipe?

Sheet C-7 has been updated to reflect the 4-inch line. Specification Sections 00410 & 01270 have been updated to include Pay Item PL-12 for CIPP lining of 4-inch pipe.

4. Who will be responsible for gaining access to private property, easements and coordinating with the homeowners?

The Village will coordinate with homeowners to gain access to easements.

5. How will the contractor be paid if robotic equipment is unable to re-instate service connections due to offsets or short liners previously installed?

Depending on the circumstances, this would be paid from the allowance.

6. Will the village pay directly for police or flaggers as deemed necessary for the project?

If it is determined that police are necessary, the Village will cover that cost.

CHANGES TO THE SPECIFICATIONS

Remove specification section 00410 – Form of General Bid in its entirety and replace with the attached updated section 00410 – Form of General Bid

Remove specification section 01270 – Measurement and Payment in its entirety and replace with the attached updated section 01270 – Measurement and Payment

CHANGES TO THE DRAWINGS

Remove Drawing Sheet C-7 in its entirety and replace with the attached updated Sheet C-7.

END OF ADDENDUM NO. 3

*07/12/2017 00410-1

SECTION 00410

FORM OF GENERAL BID

Proposal of (hereinafter called "Bidder")*

( ) a corporation, organized and existing under the laws of the State of

( ) a joint venture

( ) a partnership

( ) an individual doing business as

To (hereinafter called the Owner).

Gentlemen:

The undersigned Bidder, in compliance with your invitation for bids for the SSES Phase 3, Subbasins 5, 8, 16, & 17 Public Sewer Repairs having examined the plans and specifications with related documents and the site of the proposed work and being familiar with all of the conditions surrounding the construction of the proposed project including the availability of materials and labor, hereby proposes to furnish all labor, materials, and supplies and to construct the project in accordance with the contract documents, as prepared by Weston & Sampson PE, LS, LA, Architects, PC, within the time set forth therein and at the prices stated below. These prices are to cover all expenses incurred in performing the work required under the contract documents, of which this bid is a part.

The Bidder hereby agrees to commence work under this contract on or before a date to be fixed in the written "Notice to Proceed" given by the Owner to the Contractor and to substantially complete the project within 180 consecutive days of the start date fixed in the "Notice to Proceed" and complete the project within 545 consecutive days of the start date fixed in the "Notice to

Proceed." The Bidder further agrees to pay as liquidated damages the sum of $1,200 for each consecutive calendar day thereafter during which the work has not been fully completed, as provided in the "Liquidated Damages" provisions of Section 00800 SUPPLEMENTARY

CONDITIONS.

07/12/2017 00410-2

Bidder acknowledges receipt of the following addenda:

No. Dated:

No. Dated:

No. Dated:

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Village of Tuxedo Park: SSES Phase 3 Sub-Basins 5, 8, 16, & 17

PROJECT #1: MANHOLE REHABILITATION

Item

Brief Description

Unit Or Lump Sum Price

(In Both Words and Figures) Est. Qty Unit Total

MR 1

Sewer Manhole Rehabilitation

45 EA

Unit Price, Dollars and Cents (Words)

Unit Price in Figures

MR 2

Manhole Frames and Covers

8 EA

Unit Price in Figures

MR 3

Mobilization

1 LS

Lump Sum Price, Dollars and Cents (Words)

Lump Sum Price in Figures

MR 4

Allowance

1 LS $40,000.00

Four Thousand Dollars and No Cents

Lum Sum Price, Dollars and Cents (Words)

$40,000

Lum Sum Price in Figures

TOTAL OF PROJECT #1 MANHOLE REHABILITATION BID

07/12/2017 00410-4

Village of Tuxedo Park: SSES Phase 3 Sub-Basins 5, 8, 16, & 17

PROJECT #2: PIPE LINING

Item

Brief Description

Unit Or Lump Sum Price

(In Both Words and Figures) Est. Qty Unit Total

PL 1

8-inch VCP Cured-in-Place Pipe

1,600 LF

Unit Price in Figures

PL 2

6-inch VCP Cured-in-Place Pipe

2,775 LF

Unit Price in Figures

PL 3

8-inch PVC Clean, Inspect, Test, and Seal Pipe

800 LF

Unit Price in Figures

PL 4

6-inch PVC Clean, Inspect, Test, and Seal Pipe

600 LF

Unit Price in Figures

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PL 5

Re-instate Sewer Lateral Connection

6 EA

Unit Price in Figures

PL 6

Point Repair of Gravity Sewers (Open Cut)

7 EA

Unit Price in Figures

PL 7

CCTV Inspection of Sanitary Sewer Pipe

1,700 LF

Unit Price in Figures

PL 8

Short Liner Installation, 5-Foot Segments

5 LF

Unit Price in Figures

PL 9

Additional Crushed Stone

50 CY

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PL 10

Mobilization

1 LS

Lump Sum Price, Dollars and Cents (Words)

Lump Sum Price in Figures

PL 11

Allowance

1 LS $40,000.00

Forty Thousand Dollars and No Cents

Lum Sum Price, Dollars and Cents (Words)

$40,000

Lum Sum Price in Figures

PL 12

4-inch VCP Cured-in-Place Pipe

225 LF

TOTAL OF PROJECT #2 PIPE LINING BID

07/12/2017 00410-7

(All entries shall be made clearly in ink or typewritten. Amounts are to be shown in both words and figures. In case of discrepancy, the amount shown in words shall govern).

The above lump sum price shall include all labor, materials, bailing, shoring, removal, overhead, profit, insurance, etc., to cover the finished work of the several kinds called for. Upon execution of an Agreement with the OWNER, the CONTRACTOR shall submit a detailed schedule of values for review and acceptance by the ENGINEER.

The Bidder will comply with all local, state and federal statutes, and will comply with the anti-discrimination clauses attached hereto as Schedule C, and made a part hereof, and will adhere to the requirements set forth in the aforesaid advertisement.

The Bidder agrees that it has complied with Section 103-d of the General Municipal Law of the State of New York, and agrees that it will comply with Section 103-a of said law. Copies of such section are attached hereto and made a part of these contract documents, and designated as Schedule D.

The Bidder will comply with section 220-h of Article 8 of the New York State Labor Law, which requires all workers on the construction site of a public works project with a value of at least

$250,000 to have received at least 10 hours of construction safety and health training as approved by OSHA.

The contract will be awarded to the lowest responsible bidder offering a proposal response that best meets the terms, conditions and criteria stated in the bidding documents and as will best promote the public interest, taking into consideration the reliability of the bidder and the quality of the services to be furnished.

The Bidder understands that the Owner reserves the right to reject any or all bids and to waive any informalities in the bidding.

The Bidder agrees that this bid shall be good and may not be withdrawn for a period of 45

07/12/2017 00410-8 days, Saturdays, Sundays and legal holidays excluded, after the opening of bids. Within 10 days of receipt of the written notice of acceptance of this bid, the Bidder will execute the formal agreement attached in Section 00520 AGREEMENT.

Bid security is attached in the sum of five percent (5%) of the total bid in accordance with the conditions of Section 00200 INSTRUCTIONS TO BIDDERS. The bid security may become the property of the Owner in the event the contract and bond are not executed within the time set forth above.

The selected Contractor shall furnish a performance bond and a payment bond in an amount at least equal to one hundred percent (100%) of the contract prices in and as stipulated in Paragraph

5.01 of Section 00700 GENERAL CONDITIONS of these specifications.

The undersigned offers the following information as evidence of his qualifications to perform the work as bid upon according to all the requirements of the plans and specifications.

1. Have been in business under present name for years.

2. The names and addresses of all persons interested in the bid (if made by a partnership or corporation) as Principals, are as follows:

(Attach supplementary list if necessary)

3. The Bidder shall state below what work of a similar character to that included in the proposed contract he has done, and give references that will enable the Owner to judge his experience, skill and business standing (add supplementary page if necessary).

Completion Date Project Name Contract Amount Design Engineer Reference Name Telephone No.

a.

b.

c.

d.

e.

f.

/1

/2

-9

07/12/2017 00410-10

The undersigned hereby certifies that he is able to furnish labor that can work in harmony with all other elements of labor employed or to be employed in the work.

Respectfully submitted:

Date By

(Signature)

(Name - Typed or Printed)

(Title)

(SEAL - if bid is by a corporation)

(Business Name)

(Federal ID Number)

(Business Address)

(City and State)

(Telephone Number)

(Fax Number)

\\wse03.local\WSE\Projects\NY\Tuxedo Park, NY\Tuxedo Lake Mater Main - Metering Manholes\05-Specifications\DIV 00

07/12/2017 00410-11

SCHEDULE C

NON-DISCRIMINATION CLAUSE

During the performance of this AGREEMENT, the CONTRACTOR agrees as follows:

1. The CONTRACTOR will not discriminate against employees or applicants for employment because of race, creed, color, national origin, sex, age, disability or marital status and will undertake programs of affirmative action to ensure that they are afforded equal employment opportunities without discrimination. Such action shall be taken with reference, but not be limited to: recruitment, employment, job assignment, promotion, upgrading, demotion, transfer, lay-off, or termination, rates of pay or other forms of compensation, and selection for training or re-training, including apprenticeship and on-the-job training.

2. If the CONTRACTOR is directed to do so by the OWNER or the Office of State Contract Compliance (hereafter OSCC), the CONTRACTOR shall request each employment agency, labor union or representative will not discriminate because of race, creed, color, national origin, sex, age, disability or marital status and that such union or representative will affirmatively cooperate in the implementation of the CONTRACTOR'S obligation hereunder and the purposes of Executive Order 45 (1977).

3. The CONTRACTOR will state, in all solicitations or advertisements for employees placed by or on behalf of the CONTRACTOR, that all qualified applicants will be afforded equal employment opportunities without discrimination because of race creed, color, national origin, sex, age, disability or marital status.

4. The CONTRACTOR will comply with all the provisions of Executive Order 45 (1977) and of rules, regulations and orders issued pursuant thereto and will furnish all information and reports required by said Executive Order or such rules, regulations and orders, and will permit access to its books, records and accounts and to its premises by the DEPARTMENT or the OSCC for the purposes of ascertaining compliance with said Executive Order and such rules, regulations and orders.

5. If the CONTRACTOR does not comply with the equal opportunity provisions of this contract, with Executive Order 45 (1977), or with such rules, regulations, this contract or any portion thereof, may be canceled, terminated, or suspended or payments thereon withheld, or the CONTRACTOR may be declared ineligible for future State-assisted contracts, in accordance with procedures authorized in Executive Order 45 (1977), and such other sanctions may be imposed and remedies invoked as are provided in said Executive Order or by rule, regulation or order issued pursuant thereto, or as otherwise provided by law.

07/12/2017 00410-12

SCHEDULE D

SECTION 103-d GENERAL MUNICIPAL LAW OF NEW YORK STATE

Every bid or proposal hereafter made to a political subdivision of the state or any public department, agency, or official thereof where competitive bidding is required by statute, rule regulation or local law, for work or services performed or to be performed or goods sold or to be sold, shall contain the following statement subscribed by the bidder and affirmed by such bidder as true under the penalties of perjury: Non-Collusive bidding certification.

a. Submission of this bid, each bidder and each person signing on behalf of any bidder certifies, and in the case of a joint bid each party thereto certified as to its own organization, under penalty of perjury, that to the best of knowledge and belief:

1. The prices in this bid have been arrived at independently without collusion, consultation, communication, or agreement, for the purpose of restricting competition as to any matter relating to such prices with any other bidder or with any competitor; and

2. Unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to opening, directly or indirectly to any other bidder or to any competitor; and

3. No attempt has been made or will be made by the bidder to induce any other person, partnership or corporation to submit or not to submit a bid for the purpose of restricting competition.

b. A bid shall not be considered for award nor shall any award be made where (a) (1) (2) and (3) above have not been complied with; provided however, that if in any case the bidder cannot make the foregoing certification, the bidder shall so state and shall furnish with the bid a signed statement which sets forth in detail the reasons therefor. Where (a) (1) (2) and (3) above have not been complied with, the bid shall not be considered for award nor shall any award be made unless the head of the purchasing unit of the political subdivision public department, agency, or official thereof to which the bid is made, or his designee, determines that such disclosure was not made for the purpose of restricting competition.

The fact that a bidder (a) has published prices lists, rates, or tariffs covering items being procured, (b) has informed prospective customers of proposed or pending publication of new or revised price lists for such items, or 8 has sold the same items to other customers at the same prices being bid, does not constitute, without more, a disclosure within the meaning of subparagraph one (a).

2. Any bid hereafter made to any political subdivision of the state or any public department, agency, or official thereof by a corporate bidder for work or service performed or to be performed or goods sold or to be sold, where competitive bidding is required by statute, rule regulation or local law, and where such bid contains the certification referred to in subdivision one of this section, shall be deemed to have been authorized by the board of directors of the bidder, and such authorization shall be deemed to include the signing and submission of the bid and the inclusion therein of the certificate as to non-collusion as the act and deed of the corporation.

04/15/2003 01270-1

SECTION 01270

MEASUREMENT AND PAYMENT

PART 1 - DESCRIPTION

1.01 GENERAL:

A. The following subsections describe the measurement of and payment for the work to be done.

B. All work performed as described in these contract documents will be paid for under one or more of the items listed. All other activities required in connection with performance of the work, whether described in the contract documents or mandated by applicable codes, permits and laws, will not be separately paid for unless specifically provided for in the form below, but will be considered incidental to performance of the overall project.

C. Each unit or lump-sum price stated shall constitute full compensation as herein specified for each item of work completed in accordance with the drawings and specifications.

D. The payment items listed herein are intended to provide full payment for the work shown on the drawings and specified herein. Any work called for or implied in the documents but not listed as a payment item shall be considered incidental to the overall project.

E. Unless otherwise noted, each item shall be furnished and installed in accordance with the technical section whether a specific applicable payment item exists or not.

F. Unless otherwise noted, all earthwork shall be included under any item requiring excavation. The prices for those items which involve excavation shall include compensation for disposal of surplus excavated material, and installation of all necessary sheeting and bracing.

G. In all items involving excavation, the price shall be based on doing the entire excavation in earth. Where rock is excavated, the price therefore shall be in addition to the cost of excavating earth and no deduction shall be made in the amount for earth excavation.

H. The price for all pipe items for sewers, wyes, tees, building connections, chimneys, pressure sewers, force mains, fittings, valves, service connections, and other pipelines shall constitute full compensation for furnishing, laying, jointing, and testing pipe; earth excavation and backfill; crushed stone bedding; and cleaning up.

04/15/2003 01270-2

1.02 BID ITEMS:

1.02.1 PROJECT #1: MANHOLE REHABILITATION

MH 1. SEWER MANHOLE REHABILITION, COMPLETE (EA)

A. The work of this item shall be measured at the unit price bid per manhole sealed and lined with cementitious grout complete in place.

B. Measurement shall be on a per each basis and shall constitute full compensation for supplying all material, labor, tools, and equipment required to repair the bench, seal and line the manhole, as specified in Section 02435, SEWER MANHOLE REHABILITATION. No payment shall be made for material sprayed in a manhole invert or manhole frame.

C. Bypass pumping and plugging or blocking of sewer flow shall be considered incidental to the work and shall not be measured separately for payment.

MH 2. MANHOLE FRAMES AND COVERS, FURNISHED & INSTALLED (EA)

A. Manhole frames and covers shall be measured per set installed complete in place.

B. The unit price for this item shall include furnishing and installing the frame and cover, and grouting the frame to the brick courses.

C. The unit price for this item shall include the required asphalt and surface restoration to return the site to existing conditions. This includes all loaming and seeding.

D. The unit price also includes any erosion and sediment control measures necessary to adequately protect the site per NYSDEC guidelines.

E. The unit price for this item also includes removal and disposal of existing manhole structures and appurtenances to a location outside of the Village limits at the contractor’s discretion.

MH 3. MOBILIZATION (LS)

A. The lump sum for this item shall constitute full compensation to the Contractor for the general mobilization necessary to make the contract operational, exclusive of the cost of materials. The total for mobilization shall not exceed 5 percent of the total of all bid items.

MH 4. PROJECT ALLOWANCE

A. An allowance of $40,000 will be included in the bid price for additional requested work by the Owner not included in the other pay items. The value of the work

04/15/2003 01270-3 shall be mutually agreed upon by the Engineer and Contractor prior to payment of this item.

B. This pay item will only be paid if in the judgment of the Engineer; out of scope work was performed that was necessary for the successful completion of the project

1.02.2 PROJECT #2: PIPE LINING

PL 1. 8-INCH VCP CURED-IN-PLACE PIPE, FURNISHED & INSTALLED (LF)

a. The work of this item shall be measured at the unit price bid per linear foot of lined eight-inch diameter pipe. Lined pipe shall be measured as the actual length of cured-in-place liner installed and shall be the shortest distance measured from the inside edge of the inversion manhole to the inside edge of the tail manhole complete in place.

b. The contract unit price to be paid per linear foot of cured-in-place liner installed shall constitute full compensation for supplying all material, labor, tools, and equipment to install cured-in-place liner as specified in Section 02428, CURED-

IN-PLACE PIPE.

c. Bypass pumping and plugging or blocking of sewer flow shall be considered

d. Television inspection of relined sewer pipes shall be considered incidental to the work and shall not be measured separately for payment.

e. Ten percent of the payment for the subdivisions of item “Cured-in-Place Pipe” shall be withheld until the pipeline rehabilitations have satisfactorily completed and passed field testing/inspection(s) as specified in Section 02428, CURED-IN-

PLACE PIPE.

f. All cleaning and inspection of sewers prior to installation of liner will be considered incidental to the work and shall not be measured separately for payment. All debris collected shall be removed and disposed by the contract outside of the Village limits at the contractor’s expense.

g. Pipeline rehabilitations should be satisfactorily sealed in accordance with Section

02440, SEWER CLEANING, INSPECTION, TESTING, AND SEALING.

Manhole invert sealing will be considered incidental to the work and shall not be measured separately for payment.

h. Chemical root treatment shall be considered incidental to the work and shall not be measured separately for payment.

04/15/2003 01270-4

PL 2. 6-INCH VCP CURED-IN-PLACE PIPE, FURNISHED & INSTALLED (LF)

lined six-inch diameter pipe. Lined pipe shall be measured as the actual length of cured-in-place liner installed and shall be the shortest distance measured from the inside edge of the inversion manhole to the inside edge of the tail manhole shall be withheld until the pipeline rehabilitations have satisfactorily completed

PL 3. 8-INCH PVC CLEAN, INSPECT, TEST, AND SEAL PIPE SEGMENTS,

FURNISHED & INSTALLED (LF)

a. The work of this item shall be measured at the unit price per linear foot of eight-inch diameter PVC pipe along the centerline of sewer pipe satisfactorily cleaned, tested, televised, inspected, and sealed as directed by the Engineer and accepted under the Contract Documents.

b. The measured length shall be the actual length of PVC sewer pipe rehabilitated between manholes or other approved endpoints. No deduction shall be made for

04/15/2003 01270-5 service connections, fittings, or appurtenances contained within the measured section.

c. The contract unit price to be paid per linear foot of cured-in-place liner installed equipment to install cured-in-place liner as specified in Section 02440, SEWER

CLEANING, INSPECTION, TESTING, AND SEALING.

d. Bypass pumping and plugging or blocking of sewer flow shall be considered

e. Television inspection of relined sewer pipes shall be considered incidental to the

f. Ten percent of the payment for the subdivisions of this bid item shall be withheld until the pipeline rehabilitations have satisfactorily completed and passed field testing/inspection(s) as specified in Section 02428, CURED-IN-PLACE PIPE.

g. All cleaning and inspection of sewers prior to installation of liner will be

h. Pipeline rehabilitations should be satisfactorily sealed in accordance with Section

i. Chemical root treatment shall be considered incidental to the work and shall not

PL 4. 6-INCH PVC CLEAN, INSPECT, TEST, AND SEAL PIPE SEGMENTS,

FURNISHED & INSTALLED (LF)

a. The work of this item shall be measured at the unit price per linear foot of six-inch diameter PVC pipe along the centerline of sewer pipe satisfactorily cleaned, tested, televised, inspected, and sealed as directed by the Engineer and accepted under the Contract Documents.

b. The measured length shall be the actual length of PVC sewer pipe rehabilitated between manholes or other approved endpoints. No deduction shall be made for service connections, fittings, or appurtenances contained within the measured section.

c. The contract unit price to be paid per linear foot of cured-in-place liner installed

04/15/2003 01270-6 equipment to install cured-in-place liner as specified in Section 02440, SEWER

CLEANING, INSPECTION, TESTING, AND SEALING.

e. Television inspection of relined sewer pipes shall be considered incidental to the

f. Ten percent of the payment for the subdivisions of this bid item shall be withheld until the pipeline rehabilitations have satisfactorily completed and passed field testing/inspection(s) as specified in Section 02428, CURED-IN-PLACE PIPE.

g. All cleaning and inspection of sewers prior to installation of liner will be

h. Pipeline rehabilitations should be satisfactorily sealed in accordance with Section

i. Chemical root treatment shall be considered incidental to the work and shall not

PL 5. RE-INSTATE SEWER LATERAL CONNECTION (EA)

a. The work of this item shall be measured at the unit price per each basis for each sewer service lateral or main connection successfully re-instated in accordance with the contract documents.

b. Payment for this item shall be made at the Contract Unit Price per Each and shall constitute full compensation for all labor, materials, equipment, tools, excavation, cleaning and preparation of the host pipe, locating and verifying the service connection, reinstatement of the lateral opening, cutting, trimming, testing, inspection, restoration of flow, traffic control, disposal of waste material, and all incidentals necessary to complete the work.

c. The unit price shall include all work required to restore the lateral connection to a fully functional condition following installation of the cured-in-place pipe liner or other pipe rehabilitation work, including multiple cutting attempts if required and CCTV verification of a satisfactory opening. No separate payment shall be made for ancillary work necessary to complete the reinstatement.

d. Pipeline rehabilitations should be satisfactorily sealed in accordance with Section

04/15/2003 01270-7

e. Reinstatement of active service laterals only shall be paid under this item;

reinstatement of abandoned laterals shall not be paid for separately.

PL 6. POINT REPAIR OF GRAVITY SEWERS (EA)

a. Point repairs of gravity sewers shall be measured on a per each 10 linear foot section of removed and replaced gravity sewer.

b. This contract unit price shall constitute full compensation for furnishing all labor, tools, equipment, bypass pumping, cleaning, installation, curing, sealing, and testing required to complete point repairs on the existing gravity sewers in accordance with Section 02442, Point Repairs of Gravity Sewers.

c. This pay item is intended where deficiencies have been identified and have been deemed necessary through mutual agreement of the Engineer and the Owner.

PL 7. CCTV INSPECTION OF SANITARY SEWER PIPE (EA)

sanitary sewer pipe inspected by closed‑circuit television (CCTV).

b. The contract unit price shall constitute full compensation for furnishing all labor, tools, equipment, cleaning (as required for inspection), video recording, inspection logs, and reports necessary to complete the CCTV inspection in accordance with the Contract Documents.

c. CCTV inspection under this item is intended to evaluate existing pipe conditions to determine the need for full‑length cured‑in‑place lining versus localized or spot repairs.

PL 8. SHORT LINER INSTALLATION – 5‑FOOT SEGMENTS (EA)

a. The work of this item shall be measured on a per each basis for each 5‑foot cured‑in‑place short liner installed.

b. The contract unit price shall constitute full compensation for furnishing all labor, materials, equipment, bypass pumping, cleaning, installation, curing, and testing required to complete the short liner installation in accordance with Section 02428, Cured‑in‑Place Pipe and Section 02440, Sewer Cleaning, Inspection, Testing, and Sealing.

c. Short liner installations are intended as localized repairs in lieu of full‑length sewer lining where deficiencies are limited in extent.

04/15/2003 01270-8

PL 9. ADDITIONAL CRUSHED STONE, FURNISHED & INSTALLED (CY)

a. Additional crushed stone ordered by the Engineer shall be measured in place per cubic yard installed. Additional crushed stone is a contingency for areas that require replacement of unsuitable fill. General backfilling is considered incidental.

b. Additional crushed stone shall be paid at the contract price for work completed and shall constitute full compensation for furnishing and placing crushed stone.

PL 10. MOBILIZATION (LS)

a. The lump sum for this item shall constitute full compensation to the Contractor for the general mobilization necessary to make the contract operational, exclusive of the cost of materials. The total for mobilization shall not exceed 5 percent of the total of all bid items.

PL 11. PROJECT ALLOWANCE

a. An allowance of $40,000 will be included in the bid price for additional requested work by the Owner not included in the other pay items. The value of the work shall be mutually agreed upon by the Engineer and Contractor prior to payment of this item.

b. This pay item will only be paid if in the judgment of the Engineer; out of scope work was performed that was necessary for the successful completion of the project

PL 12. 4-INCH VCP CURED-IN-PLACE PIPE, FURNISHED & INSTALLED (LF)

lined four-inch diameter pipe. Lined pipe shall be measured as the actual length of cured-in-place liner installed and shall be the shortest distance measured from the inside edge of the inversion manhole to the inside edge of the tail manhole

04/15/2003 01270-9 shall be withheld until the pipeline rehabilitations have satisfactorily completed

END OF SECTION