Amendment 0001 W912P621B0016 City of Crown Point Sanitary Sewer Improvements.pdf

W81G6611747780

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

REFERENCE: INVITATION FOR BIDS NO. W912P621B0016 CITY OF CROWN POINT SANITARY SEWER IMPROVEMENTS, CROWN POINT, LAKE COUNTY, INDIANA (USACE ACQUISITION)

A. The Bid Opening Date and Time is not extended by this Amendment. Therefore, Bids are due prior to 10:00 a.m. (Central Time) on September 27, 2021. -For further details regarding bid submission, please refer to Solicitation Section 00 22 13 - Supplementary Instructions to Bidders.

- THIS AMENDMENT CONTINUES ON THE NEXT PAGES -

1. CONTRACT ID CODE PAGE OF PAGES

1 25

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 03-Sep-2021

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912P621B0016

X 9B. DATED (SEE ITEM 11)

27-Aug-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

03-Sep-2021

CODE

U.S. ARMY ENGINEER DISTRICT, CHICAGO

231 SOUTH LASALLE STREET SUITE 1500

CHICAGO IL 60604-1437

W912P6 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P621B0016

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY OF CHANGES

B. REVISED BID SCHEDULE: The government is providing a revised bid schedule (Section 00 10 00 – Solicitation Contract Form), which adds and adjusts new line items and quantities at 0004AE, 0004AF, 0004AG, 0004H, and 0004AJ under the Option #3 Work. Additionally, line item no. 0002AK unit of measure is corrected to Job. As a result of the revisions, Bidders shall remove and replace the previously issued respective Section with the Revised Section 00 10 00 enclosed hereunder. Bidders shall provide their prices on the Revised Bidding Schedule.

C. AMENDED SPECIFICATION SECTIONS: The following Specification Sections have been revised. The revised sections are enclosed hereunder and replace the previously furnished sections.

SECTION 01 22 00.00 10 PRICE AND PAYMENT PROCEDURES – inserted new contract line item numbers (CLINs) also resulting in re-numbering subsequent CLINs and revised measurement paragraphs. This section has been replaced in its entirety.

SECTION 01 45 00.00 10 QUALITY CONTROL – paragraph 3.4.3 CQC Personnel has been revised.

D. AMENDED DRAWING SHEETS: The following Drawing Sheets have been revised and are hereunder enclosed replacing the previously furnished respective sheets.

Sheet C-104 has been revised with an updated plan view.

Sheet C-500 has updated manhole structures and sewer repair tables.

E. WAGE DETERMINATION: This Amendment encloses the most recent Wage Determination, General Decision IN20210001 09/03/2021.

F. POINT OF CONTACT: The Point of Contact for this Amendment is Ericka Hillard at ericka.d.hilard@usace.army.mil.

END OF AMENDMENT NO. 0001

(REVISED BIDDING SCHEDULE, REVISED SPECIFICATIONS AND DRAWINGS, AND WAGE

DETERMINATION FOLLOWS ON THE NEXT PAGES)

REVISED (VIA AMENDMENT NO. 0001)

Section 00 10 00 – Solicitation

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

BASE BID ITEMS

FFP

This is a Parent Line Item identifying the work that relates directly to its Sub-Line Items 0001AA through 0001BJ; the Sub-Line Items themselves identify the quantities required to perform said work. Therefore, the Contractor shall provide the pricing separately at Sub-Items 0001AA through 0001BJ.

PURCHASE REQUEST NUMBER: W81G6611747780

NET AMT

0001AA 2 Each Interior Manhole Frame and Chimney Seal

FFP

PSC CD: Y1PZ

0001AB 895 Linear

Foot

12 Inch Sanitary Sewer Cleaning and CCTV

0001AC 895 Linear

12 Inch Sanitary Sewer Rehabilitation -

CIPP

0001AD 16 Each Lateral Reinstatements

0001AE 2 Each Point Repair in Grass

0001AF 5 Each 48 Inch Diameter Storm Manhole

0001AG 5 Each 60 Inch Diameter Storm Manhole

0001AH 3 Each Catch Basin

0001AJ 81 Linear

12 Inch Storm Sewer

0001AK 28 Linear

18 Inch Storm Sewer

0001AL 70 Linear

20 Inch Storm Sewer

0001AM 939 Linear

24 Inch Storm Sewer

0001AN 2 Each Modify Existing Storm Manhole

0001AP 8 Each Connect to Existing Sewer or Manhole

0001AQ 1 Job Detention Pond Improvements

0001AR 810 Linear

Remove and Replace Concrete Curb

0001AS 475 Square

Yard

Remove and Replace Asphalt Pavement

0001AT 30 Square

Remove and Replace Concrete Pavement

0001AU 100 Square

Remove and Replace Concrete Sidewalk

0001AV 1 Job Surface Restoration - Final Grading and

FFP

Seeding

0001AW 200 Linear

Remove and Replace Existing Fence

0001AX 1 Job Clearing and Grubbing

0001AY 1 Job Maintenance of Traffic

0001AZ 1 Job Temporary Erosion and Sediment Control

0001BA 1 Lot Performance and Payment Bond

FFP

This item is for bond coverage, which is applicable to line items 0001AA through

0001AZ

Payment for bond premiums will be in accordance with paragraph (a) of FAR Clause 52.232-5 (Payments under Fixed Price Construction Contracts).

Adjustment(s) to the line item will also be made for any revisions associated with contract price changes (re: FAR 52.228-15 (DEV), Performance and Payment Bonds-Construction).

OPTION OPTION #1 BID ITEMS

FFP

This is a Parent Line Item identifying the option work that relates directly to its Sub-Line Items 0002AA through 0002AM; the Sub-Line Items themselves identify the quantities required to perform said work. Therefore, the Contractor shall provide its pricing separately at Sub-Line Items 0002AA through 0002AM.

0002AA 4 Each OPTION 48 Inch Diameter Storm Manhole

0002AB 450 Linear

OPTION 12 Inch Storm Sewer

0002AC 260 Linear

OPTION 15 Inch Storm Sewer

0002AD 405 Linear

OPTION 18 Inch Storm Sewer

0002AE 10 Each OPTION Sanitary Sewer Lateral Conflict

0002AF 180 Square

OPTION Remove and Replace Asphalt Pavement

0002AG 90 Square

OPTION Remove and Replace Concrete Pavement

0002AH 1 Job OPTION Clearing and Grubbing

0002AJ 1 Job OPTION Surface Restoration - Final Grading and

FFP

Seeding

0002AK 1 Job OPTION Maintenance of Traffic

0002AL 1 Job OPTION Temporary Erosion and Sediment Control

0002AM 1 Lot OPTION Performance and Payment Bond

FFP

This item is for bond coverage, which is applicable to line items 0002AA through

0002AL

Payment for bond premiums will be in accordance with paragraph (a) of FAR Clause 52.232-5 (Payments under Fixed Price Construction Contracts).

Adjustment(s) to the line item will also be made for any revisions associated with contract price changes (re: FAR 52.228-15 (DEV), Performance and Payment

OPTION OPTION #2 BID ITEMS

FFP

This is a Parent Line Item identifying the option work that relates directly to its Sub-Line Items 0003AA through 0003AN; the Sub-Line Items themselves identify provide its pricing separately at Sub-Line Items 0003AA through 0003AN.

0003AA 6 Each OPTION Interior Manhole Frame and Chimney Seal

0003AB 1 Each OPTION Reset Frame

0003AC 1 Each OPTION Adjust Casting

0003AD 1 Each OPTION Construct Channel and/or Bench

0003AE 293 Linear

OPTION 8 Inch Sanitary Sewer Cleaning and CCTV

0003AF 1,249 Linear

OPTION 10 Inch Sanitary Sewer Cleaning and CCTV

0003AG 1,732 Linear

OPTION 12 Inch Sanitary Sewer Cleaning and CCTV

0003AH 293 Linear

OPTION 8 Inch Sanitary Sewer Rehabilitation -

0003AJ 1,249 Linear

OPTION 10 Inch Sanitary Sewer Rehabilitation -

0003AK 1,732 Linear

OPTION 12 Inch Sanitary Sewer Rehabilitation -

0003AL 37 Each OPTION Lateral Reinstatements

0003AM 4 Each OPTION Protruding Tap

0003AN 1 Lot OPTION Performance and Payment Bond

FFP

This item is for bond coverage, which is applicable to line items 0003AA through

0003AM

Payment for bond premiums will be in accordance with paragraph (a) of FAR Clause 52.232-5 (Payments under Fixed Price Construction Contracts).

Adjustment(s) to the line item will also be made for any revisions associated with contract price changes (re: FAR 52.228-15 (DEV), Performance and Payment

OPTION OPTION #3 BID ITEMS

FFP

This is a Parent Line Item identifying the option work that relates directly to its Sub-Line Items 0004AA through 0004Ah; the Sub-Line Items themselves identify provide its pricing separately at Sub-Line Items 0004AA through 0004H.

0004AA 4 Each OPTION Interior Manhole Frame and Chimney Seal

0004AB 4 Each OPTION Construct Channel and/or Bench

0004AC 2 Each OPTION Pipe Seals

0004AD 1 Each OPTION Internal Manhole Drop

0004AE 60 Linear

OPTION 10 Inch Sanitary Sewer Cleaning and CCTV

0004AF 195 Linear

0004AG 60 Each OPTION 10 Inch Sanitary Sewer Rehabilitation -

FFP

0004AH 195 Linear

0004AJ 4 Each OPTION Lateral Reinstatements

0004AK 1 Lot OPTION Performance and Payment Bond

FFP

This item is for bond coverage, which is applicable to line items 0004AA through

0004AJ

Payment for bond premiums will be in accordance with paragraph (a) of FAR Clause 52.232-5 (Payments under Fixed Price Construction Contracts).

Adjustment(s) to the line item will also be made for any revisions associated with contract price changes (re: FAR 52.228-15 (DEV), Performance and Payment

SUMMATION OF BID PRICES

TOTAL AMOUNT FOR BASE WORK (LINE ITEMS 0001AA THROUGH 0001BA):

TOTAL AMOUNT FOR OPTION 1 WORK (LINE ITEMS 0002AA THROUGH 0002AM):

TOTAL AMOUNT FOR OPTION 2 WORK (LINE ITEMS 0003AA THROUGH 0003AN):

TOTAL AMOUNT FOR OPTION 3 WORK (LINE ITEMS 0004AA THROUGH 0004AK):

OVERALL TOTAL BID AMOUNT (LINE ITEMS 0001 THROUGH 0004AK (INCLUDES ALL RESPECTIVE

SUBITEMS)):

END OF REVISED BIDDING SCHEDULE

Sanitary Sewer Improvements, City of Crown Point, IN W912P621B0016

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

1.1.1 Detention Pond Improvements (Base Bid Item 0001AQ)

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 Surface Restoration - Final Grading and Seeding (Base Bid Item

0001AV, Opt 1 Bid Item 0002AJ)

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 Clearing and Grubbing (Base Bid Item 0001AX, Opt 1 Bid Item

0002AH)

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.4 Maintenance of Traffic (Base Bid Item 0001AY, Opt 1 Bid Item

0002AK)

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.5 Temporary Erosion Control and Sediment Control (Base Bid Item

0001AZ, Opt 1 Bid Item 0002AL)

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.6 Performance and Payment Bonds (Base Bid Item 0001BA, Opt 1 Bid

Item 0002AM, Opt 2 Bid Item 0003AN, Opt 3 Bid Item 0004AK)

1.1.6.1 Payment

1.1.6.2 Unit of Measure

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Interior Manhole Frame Seal and Chimney Seal (Base Bid Item

0001AA, Opt 2 Bid Item 0003AA, Opt 3 Bid Item 0004AA)

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure

1.2.2 12 Inch Sanitary Sewer Cleaning and CCTV (Base Bid Item

0001AB, Opt 2 Bid Item 0003AG, Opt 3 Bid Item 0004AF)

1.2.2.1 Payment

1.2.2.2 Measurement

1.2.2.3 Unit of Measure

1.2.3 12 Inch Sanitary Sewer Rehabilitation - CIPP (Base Bid Item

0001AC, Opt 2 Bid Item 0003AK, Opt 3 Bid Item 0004AH)

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.4 Lateral Reinstatements (Base Bid Item 0001AD, Opt 2 Bid Item

0003AL, Opt 3 Bid Item 0004AJ)

1.2.4.1 Payment

1.2.4.2 Measurement

SECTION 01 22 00.00 10 Page 1

AMD #0001 - 09/02/21

1.2.4.3 Unit of Measure

1.2.5 Point Repair in Grass (Base Bid Item 0001AE)

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.6 48 inch Diameter Storm Manhole (Base Bid Item 0001AF, Opt 1

Bid Item 0002AA)

1.2.6.1 Payment

1.2.6.2 Measurement

1.2.6.3 Unit of Measure

1.2.7 60 Inch Diameter Storm Manhole (Base Bid Item 0001AG)

1.2.7.1 Payment

1.2.7.2 Measurement

1.2.7.3 Unit of Measure

1.2.8 Catch Basin (Base Bid Item 0001AH)

1.2.8.1 Payment

1.2.8.2 Measurement

1.2.8.3 Unit of Measure

1.2.9 12 Inch Storm Sewer (Base Bid Item 0001AJ, Opt 1 Bid Item

0002AB)

1.2.9.1 Payment

1.2.9.2 Measurement

1.2.9.3 Unit of Measure

1.2.10 18 inch Storm Sewer (Base Bid Item 0001AK, Opt 1 Bid Item

0002AD)

1.2.10.1 Payment

1.2.10.2 Measurement

1.2.10.3 Unit of Measure

1.2.11 20 Inch Storm Sewer (Base Bid Item 0001AL)

1.2.11.1 Payment

1.2.11.2 Measurement

1.2.11.3 Unit of Measure

1.2.12 24 inch Storm Sewer (Base Bid Item 0001AM)

1.2.12.1 Payment

1.2.12.2 Measurement

1.2.12.3 Unit of Measure

1.2.13 Modify Existing Storm Manhole (Base Bid Item 0001AN)

1.2.13.1 Payment

1.2.13.2 Measurement

1.2.13.3 Unit of Measure

1.2.14 Connect to Existing Sewer or Manhole (Base Bid Item 0001AP)

1.2.14.1 Payment

1.2.14.2 Measurement

1.2.14.3 Unit of Measure

1.2.15 Remove and Replace Concrete Curb (Base Bid Item 0001AR)

1.2.15.1 Payment

1.2.15.2 Measurement

1.2.15.3 Unit of Measure

1.2.16 Remove and Replace Asphalt Pavement (Base Bid Item 0001AS, Opt 1 Bid Item 0002AF)

1.2.16.1 Payment

1.2.16.2 Measurement

1.2.16.3 Unit of Measure

1.2.17 Remove and Replace Concrete Pavement (Base Bid Item 0001AT, Opt 1 Bid Item 0002AG)

1.2.17.1 Payment

1.2.17.2 Measurement

1.2.17.3 Unit of Measure

1.2.18 Remove and Replace Concrete Sidewalk (Base Bid Item 0001AU)

SECTION 01 22 00.00 10 Page 2

1.2.18.1 Payment

1.2.18.2 Measurement

1.2.18.3 Unit of Measure

1.2.19 Remove and Replace Existing Fence (Base Bid Item 0001AW)

1.2.19.1 Payment

1.2.19.2 Measurement

1.2.19.3 Unit of Measure

1.2.20 15 Inch Storm Sewer (Opt 1 Bid Item 0002AC)

1.2.20.1 Payment

1.2.20.2 Measurement

1.2.20.3 Unit of Measure

1.2.21 Sanitary Sewer Lateral Conflict (Opt 1 Bid Item 0002AE)

1.2.21.1 Payment

1.2.21.2 Measurement

1.2.21.3 Unit of Measure

1.2.22 Reset Frame (Opt 2 Bid Item 0003AB)

1.2.22.1 Payment

1.2.22.2 Measurement

1.2.22.3 Unit of Measure

1.2.23 Adjust Casting (Opt 2 Bid Item 0003AC)

1.2.23.1 Payment

1.2.23.2 Measurement

1.2.23.3 Unit of Measure

1.2.24 Construct Channel and/or Bench (Opt 2 Bid Item 0003AD, Opt 3

Bid Item 0004AB)

1.2.24.1 Payment

1.2.24.2 Measurement

1.2.24.3 Unit of Measure

1.2.25 8 Inch Sanitary Sewer Cleaning and CCTV (Opt 2 Bid Item

0003AE)

1.2.25.1 Payment

1.2.25.2 Measurement

1.2.25.3 Unit of Measure

1.2.26 10 Inch Sanitary Sewer Cleaning and CCTV (Opt 2 Bid Item

0003AF and Opt 3 Bid Item 0004AE)

1.2.26.1 Payment

1.2.26.2 Measurement

1.2.26.3 Unit of Measure

1.2.27 8 Inch Sanitary Sewer Rehabilitation - CIPP (Opt 2 Bid Item

0003AH)

1.2.27.1 Payment

1.2.27.2 Measurement

1.2.27.3 Unit of Measure

1.2.28 10 Inch Sanitary Sewer Rehabilitation - CIPP (Opt 2 Bid Item

0003AJ and Opt 3 Bid Item 0004AG)

1.2.28.1 Payment

1.2.28.2 Measurement

1.2.28.3 Unit of Measure

1.2.29 Protruding Tap (Opt 2 Bid Item 0003AM)

1.2.29.1 Payment

1.2.29.2 Measurement

1.2.29.3 Unit of Measure

1.2.30 Pipe Seals (Opt 3 Bid Item 0004AC)

1.2.30.1 Payment

1.2.30.2 Measurement

1.2.30.3 Unit of Measure

1.2.31 Internal Manhole Drop (Opt 3 Bid Item 0004AD)

1.2.31.1 Payment

1.2.31.2 Measurement

SECTION 01 22 00.00 10 Page 3

1.2.31.3 Unit of Measure

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

-- End of Section Table of Contents --

SECTION 01 22 00.00 10 Page 4

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

NOTE: Nomenclature for Bid Items associated with an option in the Bid Schedule are abbreviated as "Opt".

1.1 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Detention Pond Improvement ws (Base Bid Item 0001AQ)

1.1.1.1 Payment

Payment includes all work, material, labor, trucking, equipment, and other costs associated with earthwork at the detention pond per specifications Section 31 00 00 EARTHWORK and as shown on the drawings. Any dumping fees or costs associated with the disposal of excavated soils shall be included in the unit price. Payment for this item is also to include miscellaneous items associated with the detention basin work, such as warning signs, topsoil, finish grading, permanent erosion control measures including rip rap, erosion control blanket, check dams, and seeding. Additionally, as described in Section 31 00 00 EARTHWORK, the City's Wastewater Treatment Plant (WWTP) offers clean clay soils available for use at the detention basin site for "capping" the existing peat soils. Soils are offered for free however any work and expenses related to loading, trucking, unloading these soils shall be included in this line item. In the event the contractor opts to use an alternative site for borrow soils, no additional costs shall be on the Owner related to testing, approval, trucking, or delays associated with that work.

1.1.1.2 Unit of Measure

Unit of Measure: JOB

1.1.2 Surface Restoration - Final Grading and Seeding (Base Bid Item 0001AV, Opt 1 Bid Item 0002AJ)

1.1.2.1 Payment

Payment will be made for all material, delivery, planting, and grading costs associated with operations necessary for surface restoration per the

SECTION 01 22 00.00 10 Page 5

Sections 32 92 19 SEEDING and 31 00 00 EARTHWORK. Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work.

This item also includes the contractor removing/salvaging miscellaneous landscaping blocks or other items encountered within the project limits, removing/reinstalling permanent street signage, and removing/reinstalling mailboxes.

1.1.2.2 Unit of Measure

Unit of Measure: JOB

1.1.3 Clearing and Grubbing (Base Bid Item 0001AX, Opt 1 Bid Item 0002AH)

1.1.3.1 Payment

Payment includes all work, labor, equipment, and other costs associated with complete removal of tree and stump per Section 02 41 00 DEMOLITION.

1.1.3.2 Unit of Measure

Unit of Measure: JOB

1.1.4 Maintenance of Traffic (Base Bid Item 0001AY, Opt 1 Bid Item 0002AK)

1.1.4.1 Payment

Payment will be made for costs necessary for maintenance of traffic per the Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS.

Payment constitutes full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. Payment also includes labor and materials necessary to replace any removed or disturbed pavement markings.

1.1.4.2 Unit of Measure

Unit of Measure: JOB

1.1.5 Temporary Erosion Control and Sediment Control (Base Bid Item 0001AZ, Opt 1 Bid Item 0002AL)

1.1.5.1 Payment

Payment will be made for costs associated with operations necessary for temporary erosion control per the Sections 01 35 26 GOVERNMENT SAFETY REQUIREMENTS and 01 57 20.02 03 ENVIRONMENTAL PROTECTION FOR INDIANA and as shown on the drawings, including inlet protection, erosion control blankets, construction entrances, and all other items necessary as shown on the drawings. Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.1.5.2 Unit of Measure

Unit of Measure: JOB

SECTION 01 22 00.00 10 Page 6

1.1.6 Performance and Payment Bonds (Base Bid Item 0001BA, Opt 1 Bid Item 0002AM, Opt 2 Bid Item 0003AN, Opt 3 Bid Item 0004AH0004AK)

1.1.6.1 Payment

Payment will be made for the performance and payment bonds that are required as part of this contract. The Government will pay the Contractor's bid price after receiving evidence of payment (e.g., paid invoice) from the bonding company or agency.

1.1.6.2 Unit of Measure

Unit of measure: LOT

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.2.1 Interior Manhole Frame Seal and Chimney Seal (Base Bid Item 0001AA, Opt 2 Bid Item 0003AA, Opt 3 Bid Item 0004AA)

1.2.1.1 Payment

Payment will be made for costs associated with installation and operations necessary for manhole frame seals and chimney seals per the Section 33 01 31 MANHOLE REHABILITATION. Payment constitutes full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.2.1.2 Measurement

Measurement will be per manhole receiving frame and/or chimney seal as completed and accepted at locations shown in the plan spreadsheet.

1.2.1.3 Unit of Measure

Unit of Measure: Each (EA)

1.2.2 12 Inch Sanitary Sewer Cleaning and CCTV (Base Bid Item 0001AB, Opt 2 Bid Item 0003AG, Opt 3 Bid Item 0004AE0004AF)

1.2.2.1 Payment

Payment will be made for costs associated with operations necessary for cleaning and TV inspection of sewer pipelines, 12 inch diameter, per the Section 33 01 30.16 CLEANING AND TV INSPECTION OF SEWER PIPELINES. Sewer cleaning and televising will be priced at a cost per each. When calculating the cost per linear foot, the Contractor shall include the cost of all plant, water, equipment, labor, transportation, tools, appliances, fuel, power, dewatering, excavation, bypass pumping, and all other work and incidentals necessary to perform the cleaning, televising, and recording procedures as described in Section 33 01 30.16 CLEANING AND

CCTV INSPECTION OF SEWER PIPELINES.

SECTION 01 22 00.00 10 Page 7

1.2.2.2 Measurement

The measurement will be per linear feet each sewer cleaned and CCTV-inspected as documented in the form of acceptable video deliverable provided for manhole-to-manhole segments at locations shown on the plans.

1.2.2.3 Unit of Measure

Unit of Measure: Linear Feet (LF) Each (EA)

1.2.3 12 Inch Sanitary Sewer Rehabilitation - CIPP (Base Bid Item 0001AC, Opt 2 Bid Item 0003AK, Opt 3 Bid Item 0004AF0004AH)

1.2.3.1 Payment

Payment will be made for costs associated with pipe preparation, insertion, bypass pumping, curing, finishing, quality control, and other operations necessary for installation of cured in-place pipe (CIPP) liner for sanitary sewer pipe, 12 inch diameter per the Section 22 05 83.63 CURED-IN-PLACE PIPE (CIPP) LINING. Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.2.3.2 Measurement

The measurement will be per linear foot of CIPP installed, CCTV-inspected as documented in the form of acceptable video, and accepted in increments of the segments at locations shown on the plans. Segments are identified by the beginning and ending manholes (i.e., 248_249 identifies the segment of pipe between manholes 248 and 249).

1.2.3.3 Unit of Measure

Unit of Measure: Linear Foot (LF)

1.2.4 Lateral Reinstatements (Base Bid Item 0001AD, Opt 2 Bid Item 0003AL, Opt 3 Bid Item 0004AG0004AJ )

1.2.4.1 Payment

Payment will be made for costs associated with procurement of tools, disposal, and other operations necessary to reinstate a lateral after lining with CIPP per the Section 22 05 83.63 CURED-IN-PLACE PIPE (CIPP) LINING. Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work. Included in this item is the cost to cut out and reinstate a sewer lateral connection.

1.2.4.2 Measurement

The measurement will be per each lateral reinstated after lining with CIPP with refuse removed and disposed of. Acceptance will be based on CCTV deliverable showing work completed at locations specified in the plan spreadsheets.

1.2.4.3 Unit of Measure

Unit of Measure: Each (EA)

SECTION 01 22 00.00 10 Page 8

1.2.5 Point Repair in Grass (Base Bid Item 0001AE)

1.2.5.1 Payment

Payment will be made for costs associated with material, excavation, installation, backfill, compaction, and other operations necessary for a point repair in grass. Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.2.5.2 Measurement

The measurement will be per point repair completed and accepted at locations shown on drawings and denoted on the plan spreadsheet.

Compensation also dependent on backfill and restoration of disturbed area per the specifications. Plans indicate length of each point repair but contractor shall assume 4 feet to 8 feet of sewer per repair.

1.2.5.3 Unit of Measure

Unit of Measure: Each (EA)

1.2.6 48 inch Diameter Storm Manhole (Base Bid Item 0001AF 1, Opt 1 Bid Item 0002AA)

1.2.6.1 Payment

Payment will be made for costs associated with operations necessary for furnishing, delivery, labor, materials, and installation of storm sewer manholes 48-inch diameter, per the Section 33 40 00 STORM DRAINAGE

UTILITIES.

1.2.6.2 Measurement

The measurement will be per each manhole installed.

1.2.6.3 Unit of Measure

Unit of Measure: Each (EA)

1.2.7 60 Inch Diameter Storm Manhole (Base Bid Item 0001AG)

1.2.7.1 Payment

Payment will be made for costs associated with operations necessary for furnishing, delivery, labor, materials, and installation of storm sewer manholes 48-inch diameter, per the Section 33 40 00 STORM DRAINAGE

UTILITIES.

1.2.7.2 Measurement

The measurement will be per each manhole installed.

1.2.7.3 Unit of Measure

Unit of Measure: Each (EA)

SECTION 01 22 00.00 10 Page 9

1.2.8 Catch Basin (Base Bid Item 0001AH)

1.2.8.1 Payment

Payment will be made for costs associated with operations necessary for furnishing, delivery, labor, materials, and installation of storm sewer catch basins, per the Section 33 40 00 STORM DRAINAGE UTILITIES.

1.2.8.2 Measurement

The measurement will be per each catch basin installed.

1.2.8.3 Unit of Measure

Unit of Measure: Each (EA)

1.2.9 12 Inch Storm Sewer (Base Bid Item 0001AJ, Opt 1 Bid Item 0002AB)

1.2.9.1 Payment

Payment will be made for costs associated with operations necessary for furnishing, delivery, labor, materials, and installation of storm sewer, 12-inch diameter, per the Section 33 40 00 STORM DRAINAGE UTILITIES. Any flared end sections, orifice caps, or grates shall be included in the price of the storm sewer. Any flared end sections or grates shall be included in the price of the storm sewer. No additional payment shall be made for related end treatments as shown on the drawings, these costs shall be included in the bid price. No additional payment shall be made for related end treatments as shown on the drawings, these costs shall be included in the bid price. Also incidental to the cost of storm sewer is necessary backfill and removal of existing sewers and manholes located within the trench excavation limits for the new pipe . Granular backfill is required, per Section 31 00 00 EARTHWORK, when within 5-feet of pavement (roadway or driveway) and these costs shall be included in the unit price.

1.2.9.2 Measurement

Measurement will be made from center of structure to center of structure, or end of pipe if pipe is not connected directly to a structure. The measurement will be per linear foot installed pipe.

1.2.9.3 Unit of Measure

Unit of Measure: Linear Foot (LF)

1.2.10 18 inch Storm Sewer (Base Bid Item 0001AK, Opt 1 Bid Item 0002AD)

1.2.10.1 Payment

Payment will be made for costs associated with operations necessary for furnishing, delivery, labor, materials, and installation of storm sewer, 18-inch diameter, per the Section 33 40 00 STORM DRAINAGE UTILITIES. Any flared end sections or grates shall be included in the price of the storm sewer. No additional payment shall be made for related end treatments as shown on the drawings, these costs shall be included in the bid price.

Also incidental to the cost of storm sewer is necessary backfill and removal of existing sewers and manholes located within the trench excavation limits for the new pipe . Granular backfill is required, per

SECTION 01 22 00.00 10 Page 10

SECTION 31 00 00, when within 5-feet of pavement (roadway or driveway) and these costs shall be included in the unit price.

1.2.10.2 Measurement

Measurement will be made from center of structure to center of structure, or end of pipe if pipe is not connected directly to a structure. The measurement will be per linear foot of installed pipe.

1.2.10.3 Unit of Measure

Unit of Measure: Linear Foot (LF)

1.2.11 20 Inch Storm Sewer (Base Bid Item 0001AL)

1.2.11.1 Payment

Payment will be made for costs associated with operations necessary for furnishing, delivery, labor, materials, and installation of storm sewer 20-inch diameter, per the specifications Section 33 40 00 STORM DRAINAGE UTILITIES. Any flared end sections or grates shall be included in the price of the storm sewer. No additional payment shall be made for related end treatments as shown on the drawings, these costs shall be included in the bid price. Also incidental to the cost of storm sewer is necessary backfill and removal of existing sewers and manholes located within the trench excavation limits for the new pipe . Granular backfill is required, per Section 31 00 00 EARTHWORK, when within 5-feet of pavement (roadway or driveway) and these costs shall be included in the unit price.

1.2.11.2 Measurement

Measurement will be made from center of structure to center of structure, or end of pipe if pipe is not connected directly to a structure.

1.2.11.3 Unit of Measure

Unit of Measure: Linear Foot (LF)

1.2.12 24 inch Storm Sewer (Base Bid Item 0001AM)

1.2.12.1 Payment

Payment will be made for costs associated with operations necessary for furnishing, delivery, labor, materials, and installation of storm sewer, 24-inch diameter, per the Section 33 40 00 STORM DRAINAGE UTILITIES. Any flared end sections or grates shall be included in the price of the storm sewer. No additional payment shall be made for related end treatments as shown on the drawings, these costs shall be included in the bid price.

Also incidental to the cost of storm sewer is necessary backfill and removal of existing sewers and manholes located within the trench excavation limits for the new pipe . Granular backfill is required, per Section 31 00 00 EARTHWORK, when within 5-feet of pavement (roadway or driveway) and these costs shall be included in the unit price.

1.2.12.2 Measurement

Measurement will be made from center of structure to center of structure, or end of pipe if pipe is not connected directly to a structure. The measurement will be per linear foot of installed pipe.

SECTION 01 22 00.00 10 Page 11

1.2.12.3 Unit of Measure

Unit of Measure: Linear Foot (LF)

1.2.13 Modify Existing Storm Manhole (Base Bid Item 0001AN)

1.2.13.1 Payment

Payment will be made for costs associated with operations necessary for modifications of manhole per the Section 33 40 00 STORM DRAINAGE UTILITIES. Payment constitutes full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.2.13.2 Measurement

The measurement will be per each modified manhole.

1.2.13.3 Unit of Measure

Unit of Measure: Each (EA)

1.2.14 Connect to Existing Sewer or Manhole (Base Bid Item 0001AP)

1.2.14.1 Payment

Payment will be made for costs associated with operations necessary for connection of new sewer to an existing sewer or manhole per the Section 33 40 00 STORM DRAINAGE UTILITIES. Payment constitutes full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. Storm sewer bulkheads shown on the drawings shall be considered incidental to the other items in the project. No additional payment shall be considered for this work.

1.2.14.2 Measurement

The measurement will be per each connection.

1.2.14.3 Unit of Measure

Unit of Measure: Each (EA)

1.2.15 Remove and Replace Concrete Curb (Base Bid Item 0001AR)

1.2.15.1 Payment

Payment includes all work, material, labor, equipment, and other costs associated with complete removal and replacement of concrete curb and gutter per Sections 02 41 00 DEMOLITION and 32 16 19 CONCRETE CURBS, GUTTERS, AND SIDEWALKS.

1.2.15.2 Measurement

The measurement will be per linear foot of curb installed.

1.2.15.3 Unit of Measure

Unit of Measure: Linear Foot (LF)

SECTION 01 22 00.00 10 Page 12

1.2.16 Remove and Replace Asphalt Pavement (Base Bid Item 0001AS, Opt 1 Bid Item 0002AF)

1.2.16.1 Payment

Payment includes all work, material, labor, equipment, and other costs associated with complete removal and replacement of asphalt pavement per Section s 02 41 00 DEMOLITION and 32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS.

1.2.16.2 Measurement

The measurement will be per square yard of asphalt completed.

1.2.16.3 Unit of Measure

Unit of Measure: Square Yard (SY)

1.2.17 Remove and Replace Concrete Pavement (Base Bid Item 0001AT, Opt 1 Bid Item 0002AG)

1.2.17.1 Payment

Payment includes all work, material, labor, equipment, and other costs associated with complete removal and replacement of concrete pavement per Section s 02 41 00 DEMOLITION and 32 16 19 CONCRETE CURBS, GUTTERS, AND

SIDEWALKS.

1.2.17.2 Measurement

The measurement will be per square yard of pavement completed.

1.2.17.3 Unit of Measure

Unit of Measure: Square Yard (SY)

1.2.18 Remove and Replace Concrete Sidewalk (Base Bid Item 0001AU)

1.2.18.1 Payment

Payment includes all work, material, labor, equipment, and other costs associated with complete removal and replacement of concrete sidewalk per Section s 02 41 00 DEMOLITION and 32 16 19 CONCRETE CURBS, GUTTERS, AND SIDEWALKS. Payment includes both standard sidewalk and ADA ramps, including detectable warning plates.

1.2.18.2 Measurement

The measurement will be per square yard of sidewalk completed.

1.2.18.3 Unit of Measure

Unit of Measure: Square Yard (SY)

1.2.19 Remove and Replace Existing Fence (Base Bid Item 0001AW)

1.2.19.1 Payment

Payment includes all work, labor, equipment, and other costs associated with complete removal and salvage of existing fence per Section 02 41 00

SECTION 01 22 00.00 10 Page 13

DEMOLITION. Fences shall be removed and replaced to existing or better condition as needed for access to complete sewer repairs along easement.

1.2.19.2 Measurement

Existing fences shall be removed in a neat fashion, starting and ending at posts. The measurement will be per linear foot of fence completed.

1.2.19.3 Unit of Measure

Unit of Measure: Linear Foot (LF)

1.2.20 15 Inch Storm Sewer (Opt 1 Bid Item 0002AC)

1.2.20.1 Payment

Payment will be made for costs associated with operations necessary for furnishing, delivery, labor, materials, and installation of storm sewer, 15-inch diameter, per the Section 33 40 00 STORM DRAINAGE UTILITIES. Also incidental to the cost of storm sewer is necessary backfill and removal of existing sewers and manholes located within the trench excavation limits for the new pipe . Granular backfill is required, per Section 31 00 00 EARTHWORK, when within 5-feet of pavement (roadway or driveway) and these costs shall be included in the unit price.

1.2.20.2 Measurement

Measurement will be made from center of structure to center of structure, or end of pipe if pipe is not connected directly to a structure. The measurement will be per linear foot of pipe completed.

1.2.20.3 Unit of Measure

Unit of Measure: Linear Foot (LF)

1.2.21 Sanitary Sewer Lateral Conflict (Opt 1 Bid Item 0002AE)

1.2.21.1 Payment

Payment will be made for costs associated with operations necessary for modifications of existing sanitary sewer laterals found to be in conflict with the proposed location of the new storm sewer on Court Street.

Laterals shall be adjusted per the Section 33 30 00 SANITARY SEWERAGE.

Payment constitutes full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.2.21.2 Measurement

The measurement will be per each of lateral conflict completed.

1.2.21.3 Unit of Measure

Unit of Measure: Each (EA)

1.2.22 Reset Frame (Opt 2 Bid Item 0003AB)

1.2.22.1 Payment

Payment will be made for costs associated with installation, procurement, SECTION 01 22 00.00 10 Page 14 and operations necessary for replacement of manhole casting per the Section 33 01 31 MANHOLE REHABILITATION. Payment constitutes full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. This item includes a concrete collar around reset frames located in grass as shown in the plans.

1.2.22.2 Measurement

Measurement will be per manhole frame reset and accepted at the locations listed in the plan spreadsheet.

1.2.22.3 Unit of Measure

Unit of Measure: Each (EA)

1.2.23 Adjust Casting (Opt 2 Bid Item 0003AC)

1.2.23.1 Payment

Payment will be made for costs associated with operations necessary for adjustment of manhole casting per the Section 33 01 31 MANHOLE REHABILITATION. Payment constitutes full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.2.23.2 Measurement

Measurement will be per manhole frame reset and accepted at the locations listed in the plan spreadsheet.

1.2.23.3 Unit of Measure

Unit of Measure: Each (EA)

1.2.24 Construct Channel and/or Bench (Opt 2 Bid Item 0003AD, Opt 3 Bid Item 0004AB)

1.2.24.1 Payment

Payment will be made for costs associated with installation and operations necessary for construction of manhole channel and/or bench per the Section 33 01 31 MANHOLE REHABILITATION. Payment constitutes full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.2.24.2 Measurement

Measurement will be per manhole where a bench/channel is constructed, complete and accepted at the locations listed in the plan spreadsheet.

1.2.24.3 Unit of Measure

Unit of Measure: Each (EA)

1.2.25 8 Inch Sanitary Sewer Cleaning and CCTV (Opt 2 Bid Item 0003AE)

1.2.25.1 Payment

Payment will be made for costs associated with operations necessary for

SECTION 01 22 00.00 10 Page 15 cleaning and TV inspection of sewer pipelines, 8 inch diameter, per the Section 33 01 30.16 CLEANING AND TV INSPECTION OF SEWER PIPELINES. Sewer cleaning and televising will be priced at a cost per linear foot. When calculating the cost per each, the Contractor shall include the cost of all plant, water, equipment, labor, transportation, tools, appliances, fuel, power, dewatering, excavation, bypass pumping, and all other work and incidentals necessary to perform the cleaning, televising, and recording procedures as described in Section 33 01 30.16 CLEANING AND CCTV

INSPECTION OF SEWER PIPELINES.

1.2.25.2 Measurement

The measurement will be per linear feet each sewer cleaned and CCTV-inspected as documented in the form of acceptable video deliverable provided for manhole-to-manhole segments at locations shown on the plans.

1.2.25.3 Unit of Measure

Unit of Measure: Linear Feet (LF) Each (EA)

1.2.26 10 Inch Sanitary Sewer Cleaning and CCTV (Opt 2 Bid Item 0003AF and Opt 3 Bid Item 0004AE )

1.2.26.1 Payment

Payment will be made for costs associated with operations necessary for cleaning and TV inspection of sewer pipelines, 10 inch diameter, per the Section 33 01 30.16 CLEANING AND TV INSPECTION OF SEWER PIPELINES. Sewer cleaning and televising will be priced at a cost per linear foot. When calculating the cost per each, the Contractor shall include the cost of all plant, water, equipment, labor, transportation, tools, appliances, fuel, power, dewatering, excavation, bypass pumping, and all other work and incidentals necessary to perform the cleaning, televising, and recording procedures as described in Section 33 01 30.16 CLEANING AND CCTV

INSPECTION OF SEWER PIPELINES.

1.2.26.2 Measurement

The measurement will be per linear feet each sewer cleaned and CCTV-inspected as documented in the form of acceptable video deliverable provided for manhole-to-manhole segments at locations shown on the plans.

1.2.26.3 Unit of Measure

Unit of Measure: Linear Feet (LF) Each (EA)

1.2.27 8 Inch Sanitary Sewer Rehabilitation - CIPP (Opt 2 Bid Item 0003AH)

1.2.27.1 Payment

Payment will be made for costs associated with pipe preparation, insertion, bypass pumping, curing, finishing, quality control, and other operations necessary for installation of cured in-place pipe (CIPP) liner for sanitary sewer pipe, 8 inch diameter per the Section 22 05 83.63 CURED-IN-PLACE PIPE (CIPP) LINING. Payment constitutes full compensation for all labor, plant, materials, equipment, tools, and incidentals necessary to complete the work.

SECTION 01 22 00.00 10 Page 16

1.2.27.2 Measurement

The measurement will be per linear foot of CIPP installed, CCTV-inspected as documented in the form of acceptable video, and accepted in increments of the segments at locations shown on the plans. Segments are identified by the beginning and ending manholes (i.e., 248_249 identifies the segment of pipe between manholes 248 and 249).

1.2.27.3 Unit of Measure

Unit of Measure: Linear Foot (LF)

1.2.28 10 Inch Sanitary Sewer Rehabilitation - CIPP (Opt 2 Bid Item 0003AJ and Opt 3 Bid Item 0004AG )

1.2.28.1 Payment

Payment will be made for costs associated with pipe preparation, insertion, bypass pumping, curing, finishing, quality control, and other operations necessary for installation of cured in-place pipe (CIPP) liner for sanitary sewer pipe, 10 inch diameter per the Section 22 05 83.63 CURED-IN-PLACE PIPE (CIPP) LINING. Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.2.28.2 Measurement

The measurement will be per linear foot of CIPP installed, CCTV-inspected as documented in the form of acceptable video, and accepted in increments of the segments at locations shown on the plans. Segments are identified by the beginning and ending manholes (i.e., 248_249 identifies the segment of pipe between manholes 248 and 249).

1.2.28.3 Unit of Measure

Unit of Measure: Linear Foot (LF)

1.2.29 Protruding Tap (Opt 2 Bid Item 0003AM)

1.2.29.1 Payment

Payment will be made for costs associated with procurement of tools, disposal, and other operations necessary to cut protruding taps prior to lining with CIPP, per the Section 33 01 30.16 CLEANING AND CCTV INSPECTION OF SEWER PIPELINES. Payment constitutes full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.2.29.2 Measurement

The measurement will be per each protruding tap completely cut with refuse removed and disposed of. Acceptance will be based on CCTV deliverable showing work completed.

1.2.29.3 Unit of Measure

Unit of Measure: Each (EA)

SECTION 01 22 00.00 10 Page 17

1.2.30 Pipe Seal s (Opt 3 Bid Item 0004AC)

1.2.30.1 Payment

Payment will be made for costs associated with material, delivery, installation, disposal, and other operations necessary to grout the area around the outside of a pipe connecting to a manhole, per the Section 33 01 31 MANHOLE REHABILITATION. Payment constitutes full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.2.30.2 Measurement

The measurement will be per pipe sealed and accepted at locations specified in the plans and plan spreadsheets.

1.2.30.3 Unit of Measure

Unit of Measure: Each (EA)

1.2.31 Internal Manhole Drop (Opt 3 Bid Item 0004AD)

1.2.31.1 Payment

Payment will be made for costs associated with operations for installation of internal manhole drop in an existing manhole per the Section 33 01 31 MANHOLE REHABILITATION. Payment constitutes full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.2.31.2 Measurement

The measurement will be per each of manhole drop completed.

1.2.31.3 Unit of Measure

Unit of Measure: Each (EA)

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 calendar days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

-- End of Section --

SECTION 01 22 00.00 10 Page 18

Officer and will become a part of the contract file. There can be occasions when subsequent conferences will be called by either party to reconfirm mutual understandings and/or address deficiencies in the CQC system or procedures which can require corrective action by the Contractor.

3.4 QUALITY CONTROL ORGANIZATION

3.4.1 Personnel Requirements

The requirements for the CQC organization are a Safety and Health Manager, CQC System Manager, and sufficient number of additional qualified personnel to ensure safety and Contract compliance. The Safety and Health Manager reports directly to a senior project (or corporate) official independent from the CQC System Manager. The Safety and Health Manager will also serve as a member of the CQC Staff Personnel identified in the technical provisions as requiring specialized skills to assure the required work is being performed properly will also be included as part of the CQC organization. The CQC staff maintains a presence at the site at all times during progress of the work and have complete authority and responsibility to take any action necessary to ensure Contract compliance. The CQC staff will be subject to acceptance by the Contracting Officer. Provide adequate office space, filing systems and other resources as necessary to maintain an effective and fully functional CQC organization. Promptly complete and furnish all letters, material submittals, shop drawing submittals, schedules and all other project documentation to the CQC organization. The CQC organization is responsible to maintain these documents and records at the site at all times, except as otherwise acceptable to the Contracting Officer.

3.4.2 CQC System Manager

Identify as CQC System Manager an individual within the onsite work organization that is responsible for overall management of CQC and has the authority to act in all CQC matters for the Contractor. The CQC System Manager is required to be a construction person with a minimum of three years in related work. This CQC System Manager is on the site at all times during construction and is employed by the prime Contractor. The CQC System Manager is assigned as CQC System Manager but may also perform the duties of the Site Safety and Health Officer (SSHO) in addition to quality control. Identify in the plan an alternate to serve in the event of the CQC System Manager's absence. The requirements for the alternate are the same as the CQC System Manager.

3.4.3 CQC Personnel

In addition to CQC personnel specified elsewhere in the contract, provide as part of the CQC organization specialized personnel to assist the CQC System Manager for the following areas: civil, structural, environmental, materials technician, and submittals clerk. These individuals or specialized technical companies are employees of the prime or subcontractor; be responsible to the CQC System Manager; be physically present at the construction site during work on the specialized peronnel's areas of responsibility; have the necessary education and/or experience in accordance with the experience matrix listed herein . These individuals can perform other duties but need to be allowed sufficient time to perform the specialized personnel's assigned quality control duties as described in the CQC Plan. A single person can cover more than one area provided that the single person is qualified to perform quality control activities in each designated and that workload allows.

SECTION 01 45 00.00 10 Page 6

EXPERIENCE MATRIX

AREA QUALIFICATIONS

Civil Graduate Civil Engineer or Construction Manager with two years experience in…