W912P621B0007 Amd 0002 Flossmoor Sewer Improvements.pdf

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

The Purpose of this Amendment is to edit the bid schedule and provide responses to contractor questions.

1. CONTRACT ID CODE PAGE OF PAGES

1 4

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

16C. DATE SIGNED

BY 22-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 W912P621B0007

X 9B. DATED (SEE ITEM 11)

25-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

22-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:

W912P621B0007

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY OF CHANGES

A. SOLICITATION CHANGES:

1. The following Bid Schedule has been revised; as follows:

SUBCLIN 0002AP

The unit of issue has changed from Square Foot to Square Yard.

SUBCLIN 0002AQ

The unit of issue has changed from Square Foot to Square Yard.

SUBCLIN 0002AR

The unit of issue has changed from Square Foot to Square Yard.

SUBCLIN 0005BM

The pricing detail quantity has increased by 87.00 from 133.00 to 220.00.

SUBCLIN 0005BN

The pricing detail quantity has increased by 434.00 from 666.00 to 1,100.00.

SUBCLIN 0005BP

The pricing detail quantity has increased by 556.00 from 844.00 to 1,400.00.

SUBCLIN 0006AD

The pricing detail quantity has increased by 13.00 from 10.00 to 23.00.

SUBCLIN 0006AN

The CLIN extended description has changed from:

This item is for bond coverage, which is applicable to line Bond LINE ITEMS 0006AA THROUGH 0006AN.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).

To:

This item is for bond coverage, which is applicable to line Bond LINE ITEMS 0006AA THROUGH 0006AM.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).

2. The Bid schedule has been revised; bidders should utilize the revised bid schedule attached to this amendment.

B. CONTRACTOR’S INQUIRIES: By this Amendment, the Chicago District, USACE responds to Contractor’s Inquiries.

Question 1: How will the 8" water main and pressure connection on sheet C-304 be quantified? Will associated bid items be added to Option 1?

USACE Response Q1: Specification Section 01 22 00.00 10 has been revised to include the 8" water main and pressure connection (and all fittings) relocation when in conflict within the various Contract Line Item Numbers associated with Storm Sewers, Class A, Type III 54 Inch (RCP) (Bid Items 0001AK, 0002AJ, 0003AJ, 0004AH, and 0005AY) (see attached specification revision).

Question 2: Are there DBE requirements for this project?

USACE Response Q2: There are no Disadvantaged business Enterprise requirements applicable to this solicitation.

As stated in Block 10 of the solicitation “Competition for this acquisition is 100% set-aside for small business concerns; the applicable NAICS is 237110 with a small business size standard of $39.5M for Water and Sewer Line and Related Structures Construction.”

Question 3: Is a plan holders list available?

USACE Response Q3: The “intrested parties list” is availible and maintained on sam.gov under the anouncement for this solicitation. Bidders that require assistance navigating the sam.gov site should contact the help desk as USACE doesn’t own nor maintain the website.

Question 4: Could you please clarify the scope of work in regard to "Water Service Reconnection" and "Water Service B-Box"? I have counted 23 total services along the new water main....yet there are only 10 reconnections noted in the bid schedule?

USACE Response Q4: The quantity has been revised from 10 reconnection to 23 reconnections in the bid schedule (see revised bid schedule).

Question5: The specifications Section 01 35 26 - 1.6.1.1.1 says “The SSHO may also serve as the Quality Control Manager. The SSHO may not serve as the Superintendent.” However, Section 01 45 00.00 10 – 3.4.2 says “The CQC System Manager is assigned as CQC System Manager but has duties as project superintendent in addition to quality control.” Please confirm if the dual hat should be QC/SSHO, or QC/Superintendent.

USACE Response Q5: Specification Section 01 45 00.00 10 paragraph 3.4.2 has been revised to be consistent with Section 01 35 26 - 1.6.1.1.1. (see attached specification revision).

Question 6: I noticed on print page C-304 that Option 2 shows some water main work. But there are no line items in the bid package reflecting the water main improvements in any of the options. Which option is that Valve vault, pressure connection and water main supposed to be in and why are there no line items for them?

USACE Response Q6: See USACE Response Q1.

Question 7: Please clarify who will provide the EPA 663 testing and certification form for earth spoil disposal. - The form is on EPA’s website: https://www2.illinois.gov/epa/topics/waste-management/waste-disposal/ccdd/Pages/default.aspx If the material is determined to be subtitle D contaminated, in lieu of CCDD, will that additional disposal rate be negotiated?

USACE Response Q7: A completed IEPA LPC- 662 Form with soil pH testing results has been provided at the end of the Environmental Protection Specification Section 01 57 20.01 03 for disposal of uncontaminated earth spoil at a state of Illinois CCDD licensed facility (see also paragraph 3.5.2). The full Hazardous, Toxic, and Radioactive Waste (HTRW) Phase I Environmental Site Assessment (ESA) can also be provided upon request. Existing information does not indicate that alternative disposal will be required. Results of the HTRW Phase I ESA did not indicate the presence of contamination, and the project site is not a on or adjacent to a potentially impacted property as stated in the LPC-662 source site certification. If encountered during construction, disposal of contaminated material would be addressed through a contract modification.

Question 8: Please clarify trench backfill material product requirement under paved areas.

USACE Response Q8: Trench backfill shall be CA-7 as shown on Plan Sheets G-003 and G-004 Typical Sections.

Plans have been revised to include this as a callout on backfill details (see attached plan sheet revisions)

C. AMENDED PLANS AND SPECIFICATIONS:

1. Specification Sections 01 22 00.00 10 and 01 45 00.00 10

2. Revised Plan Sheets, G-003 and G-004 Typical Sections

End of Amendment 0002 supplemental files follow.

Storm Sewer Improvements, Village of Flossmoor, IL W012P621B0007 includes incidental removal of existing pipe and water main relocation, including all fittings as indicated in plans where it is in conflict with the pipe alignment.

1.2.9.2 Measurement

Measurement will be per linear foot of Class A, Type III 54 Inch RCP storm sewer installed which price shall include all labor, material, and equipment necessary to complete the work as specified herein.

1.2.9.3 Unit of Measure

Unit of Measure: Linear Foot (LF)

1.2.10 Storm Sewers, Class A, Type III 60 Inch (RCP) (Bid Item 0001AL)

1.2.10.1 Payment

Payment will be made for costs associated with installation of the Class A, Type III 60 inch pipe including erosion control, excavation, bedding, backfill, pipe and fittings, geo-filter sock (if required), connection to structures, dewatering, non-detectable warning tape, and testing as shown on the plans and specified in Sections 31 05 19 GEOTEXTILE, 31 23 00.00 20 EXCAVATION AND FILL, and 33 40 00 STORM DRAINAGE UTILITIES. Work also includes incidental removal of existing pipe where it is in conflict with the pipe alignment.

1.2.10.2 Measurement

Measurement will be per linear foot of Class A, Type III 60 Inch RCP storm sewer installed which price shall include all labor, material, and equipment necessary to complete the work as specified herein.

1.2.10.3 Unit of Measure

Unit of Measure: Linear Foot (LF)

1.2.11 Sanitary Service Replacement (Bid Items 0001AM, 0002AK, 0003AK, 0004AJ, and 0005AZ)

1.2.11.1 Payment

Payment will be made for costs associated with replacement of sanitary services including dewatering, erosion control, excavation, bedding, backfill, granular backfill, disposal of excess materials, and installation of any incidental pipe connections such as couplings, wyes, etc. as specified in Sections 31 23 00.00 20 EXCAVATION AND FILL and

33 30 00 SANITARY SEWAGE.

1.2.11.2 Measurement

Measurement will be per sanitary service replaced which shall include all material, labor and equipment needed to complete these operations specified herein.

1.2.11.3 Unit of Measure

Unit of Measure: Each (EA)

SECTION 01 22 00.00 10 Page 11

AMD #0002 - 09/21/21

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BERRY LANE (20+00 TO 24+00)

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BERRY LANE (16+50 TO 20+00)

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BERRY LANE (11+00 TO 16+50)

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MIXTURE TYPE

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PAVEMENT RESURFACING 2.25"

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TRENCH PAVING, 4"

AutoCAD SHX Text HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50; (IL 9.5mm); 2"

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HOT-MIX ASPHALT BASE COURSE, IL-19.0, N50; 2" (1 LIFT)

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DRIVEWAY PAVEMENT

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HOT-MIX ASPHALT BASE COURSE, IL-19.0, N50; 6" (2 LIFTS)

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TEMPORARY HOT-MIX APSHALT PAVEMENT

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*WHERE SHOWN ON THE PLAN OR AS DETERMINED BY THE ENGINEER

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PROPOSED TYPICAL SECTION BERRY LANE N.T.S.

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*WHERE SHOWN ON THE PLAN OR AS DETERMINED BY THE ENGINEER

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EXISTING TYPICAL SECTION BERRY LANE N.T.S.

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HMA SURFACE REMOVAL, FULL DEPTH

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EXISTING GROUND

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EXISTING DRIVEWAY

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CONCRETE CURB AND GUTTER REMOVAL

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AutoCAD SHX Text PAVER NOTE: PAVER SURFACE SHALL BE CONSTRUCTED WITH A STRAIGHT CROWN. AN ARCHED (OR ROUNDED) CROWN WILL NOT BE ACCEPTABLE.

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EARTH EXCAVATION

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PIPE INVERT

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COMPACTED BEDDING

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REINFORCED CONCRETE PIPE

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AGGREGATE SUB-BASE COURSE - 9.5" (CA-1)

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PERMEABLE PAVERS (APPROX. 3-1/8" NOMINAL) SEE PAVER NOTE

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EXISTING GROUND

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CONCRETE CURB AND GUTTER REPLACEMENT, B-6.12 (REVERSE PITCH)

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CONCRETE CURB AND GUTTER REPLACEMENT, B-6.12 (REVERSE PITCH)

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PORTLAND CEMENT CONCRETE SIDEWALK, 5" *

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AGGREGATE BASE COURSE, TYPE B-4" (INCLUDED IN COST OF SIDEWALK REPLACEMENT) *

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AGGREGATE BASE COURSE - 7.5" (CA-7)

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GEOTECHNICAL FABRIC FOR GROUND STABILIZATION

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BEDDING COURSE - 1-1/2" (CA-16) (INCIDENTAL TO PERMEABLE PAVERS)

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AGGREGATE IN OPENINGS (CA-16) (INCIDENTAL TO PERMEABLE PAVERS)

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PIPE UNDERDRAIN, 6"

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REMOVAL OF EXISTING AGGREGATE INCLUDED IN CONCRETE SIDEWALK REMOVAL *

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Storm Sewer Improvements, Village of Flossmoor, IL W012P621B0007

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 and may have but has duties as project superintendent 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 area: civil. These individuals or specialized technical companies are directly employed by the prime Contractor and can not be employed by a supplier or subcontractor on this project; 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 have no other duties other than quality control. 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

AMD #0002 - 09/21/21

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001AB 7 Each

INLET PROTECTION FILTER

FFP

FOB: Destination

PSC CD: Z2ND

NET AMT

0001AC 2,183 Square

Yard

HMA SURFACE REMOVAL, 2"

FFP

0001AD 724 Square

Foot

CONCRETE SIDEWALK REMOVAL

0001AE 126 Linear

CONCRETE CURB AND GUTTER REMOVAL

0001AF 10 Each

DRAINAGE & UTILITY STRUCTURES TO BE ADJU

FFP

0001AG 1 Each

MANHOLES, TYPE A, 7'-DIAMETER, TYPE 1 FRAME, CLOSED LID

0001AH 3 Each

MANHOLES, TYPE A, 8'-DIAMETER, TYPE 1 FRAME, CLOSED LID

0001AJ 8 Linear

STORM SEWERS, CLASS A, TYPE III 42" (RCP)

0001AK 79 Linear

STORM SEWERS, CLASS A, TYPE III 54" (RCP)

0001AL 500 Linear

STORM SEWERS, CLASS A, TYPE III 60"(RCP)

0001AM 8 Each

SANITARY SERVICE REPLACEMENT

FFP

0001AN 126 Linear

CONCRETE CURB AND GUTTER REPLACEMENT, B-6.12

0001AP 758 Square

CONCRETE SIDEWALK REPLACEMENT

0001AQ 70 Square

DETECTABLE WARNING

0001AR 112 Square

PROTECTIVE COAT

0001AS 1,591 Square

HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50 (IL 9.5 mm) - 2-1/4"

0001AT 602 Square

TRENCH PAVING, 4"

0001AU 7 Square

PARKWAY RESTORATION

0001AV 1 Each

RELOCATE SIGN PANEL ASSEMBLY - TYPE A

FFP

0001AW 1 Lot

PERFORMANCE & PAYMENT BONDS

FFP

This item is for bond coverage, which is applicable to line Bond LINE ITEMS

0001AA THROUGH 0001AV.

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

OPTION #1 BID ITEMS (ST-MH-304-2 to ST-MH-304-1) This is a parent Contract Line Item, linking its Sub-Items 0002AA through 0002AS. The actual work to be performed is described under the aforementioned Sub-Items. In that regard, the Contractor's pricing to perform the required services shall be provided therein Items 0002AA through 0002AS, wherein the sub-line items themselves identify the quantities required to perform said work.

0002AA 1 Job

OPTION TRAFFIC CONTROL AND PROTECTION

FFP

0002AB 3 Each

OPTION INLET PROTECTION FILTER

FFP

0002AC 1 Each

OPTION TREE REMOVAL

FFP

0002AD 1,145 Square

OPTION HMA SURFACE REMOVAL, 2"

0002AE 116 Square

OPTION CONCRETE SIDEWALK REMOVAL

0002AF 47 Linear

OPTION CONCRETE CURB AND GUTTER REMOVAL

0002AG 2 Each

OPTION

FFP

DRAINAGE & UTILITY STRUCTURES TO BE ADJUSTED

0002AH 1 Each

OPTION

FFP

MANHOLES, TYPE A, 9'-DIAMETER, TYPE 1 FRAME, CLOSED LID

0002AJ 337 Linear

OPTION

STORM SEWERS, CLASS A, TYPE III 54" (RCP)

0002AK 4 Each

OPTION SANITARY SERVICE REPLACEMENT

FFP

0002AL 50 Linear

CONCRETE CURB AND GUTTER REPLACEMENT, B-6.12

0002AM 212 Square

OPTION CONCRETE SIDEWALK REPLACEMENT

0002AN 20 Square

OPTION DETECTABLE WARNING

0002AP 35 Square

OPTION PROTECTIVE COAT

0002AQ 827 Square

HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50 (IL 9.5 mm) - 2-1/4"

0002AR 322 Square

OPTION TRENCH PAVING, 4"

0002AS 1 Lot

OPTION PERFORMANCE & PAYMENT BONDS

FFP

This item is for bond coverage, which is applicable to line Bond LINE ITEMS

0002AA THROUGH 0002AR.

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 #2 BID ITEMS

FFP

OPTION #2 BID ITEMS - (ST-MH-304-1 to ST-MH-303-1) This is a parent Contract Line Item, linking its Sub-Items 0003AA through 0003AU. The actual work to be performed is described under the rementioned Sub- Items. In that regard, the Contractor's pricing to perform the required services shall be provided therein Items 0003AA through 0003AU, wherein the sub-line items themselves identify the quantities required to perform said work.

0003AA 1 Job

OPTION TRAFFIC CONTROL AND PROTECTION

FFP

0003AB 2 Each

OPTION TREE REMOVAL

FFP

0003AC 825 Square

0003AD 50 Square

OPTION HOT-MIX ASPHALT DRIVEWAY REMOVAL

0003AE 575 Square

0003AF 149 Linear

0003AG 2 Each

OPTION

FFP

DRAINAGE & UTILITY STRUCTURES TO BE ADJUSTED

0003AH 1 Each

OPTION

FFP

MANHOLES, TYPE A, 9'-DIAMETER, TYPE 1 FRAME, CLOSED LID

0003AJ 148 Linear

OPTION STORM SEWERS, CLASS A, TYPE III 54" (RCP

0003AK 1 Each

OPTION SANITARY SERVICE REPLACEMENT

FFP

0003AL 149 Linear

CONCRETE CURB AND GUTTER REPLACEMENT, B-6.12

0003AM 616 Square

0003AN 10 Square

0003AP 102 Square

0003AQ 48 Square

OPTION HOT-MIX ASPHALT DRIVEWAY REPLACEMENT

0003AR 777 Square

HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50 (IL 9.5 mm) - 2-1/4"

0003AS 54 Square

0003AT 67 Square

OPTION PARKWAY RESTORATION

0003AU 1 Lot

OPTION PERFORMANCE & PAYMENT BONDS

FFP

This item is for bond coverage, which is applicable to line Bond LINE ITEMS

0003AA THROUGH 0003AT.

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 #3 BID ITEMS

FFP

OPTION #3 BID ITEMS - (ST-MH-303-1 to ST-MH-300-2) "BOB'O'LINK

ROAD"

This is a parent Contract Line Item, linking its Sub-Items 0004AA through 0004AS. The actual work to be performed is described under the rementioned Sub- Items. In that regard, the Contractor's pricing to perform the required services shall be provided therein Items 0004AA through 0004AS, wherein the sub-line items

0004AA 1 Job

OPTION TRAFFIC CONTROL AND PROTECTION

FFP

0004AB 2 Each

OPTION INLET PROTECTION FILTER

FFP

0004AC 1,409 Square

0004AD 559 Square

0004AE 93 Linear

0004AF 3 Each

OPTION

FFP

DRAINAGE & UTILITY STRUCTURES TO BE ADJUSTED

0004AG 1 Each

OPTION

FFP

MANHOLES, TYPE A, 9'-DIAMETER, TYPE 1 FRAME, CLOSED LID

0004AH 343 Linear

OPTION STORM SEWERS, CLASS A, TYPE III 54" (RCP

0004AJ 4 Each

OPTION SANITARY SERVICE REPLACEMENT

FFP

0004AK 93 Linear

CONCRETE CURB AND GUTTER REPLACEMENT, B-6.12

0004AL 520 Square

0004AM 68 Square

0004AN 79 Square

0004AP 1,074 Square

HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50 (IL 9.5 mm) - 2-1/4"

0004AQ 342 Square

0004AR 2 Square

OPTION PARKWAY RESTORATION

0004AS 1 Lot

OPTION PERFORMANCE & PAYMENT BONDS

FFP

This item is for bond coverage, which is applicable to line Bond LINE ITEMS

0004AA THROUGH 0004AR.

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 #4 BID ITEMS

FFP

OPTION #4 BID ITEMS - (ST-MH-300-2 to ST-MH-302-1) PERMEABLE

PAVER WORK

This is a parent Contract Line Item, linking its Sub-Items 0005AA through 0005BU. The actual work to be performed is described under the rementioned Sub- Items. In that regard, the Contractor's pricing to perform the required services shall be provided therein Items 0005AA through 0005BU, wherein the sub-line items

0005AA 1 Job

OPTION TRAFFIC CONTROL AND PROTECTION

0005AB 2,422 Linear

SEWER CONDITION EVALUATION, PRIOR TO CONSTRUCTION

0005AC 17 Each

OPTION INLET PROTECTION FILTER

FFP

0005AD 1,997 Square

OPTION HMA SURFACE REMOVAL, 4"

0005AE 217 Square

OPTION HMA SURFACE REMOVAL, 6-1/2"

0005AF 954 Square

OPTION HMA SURFACE REMOVAL, 7-1/2"

0005AG 223 Square

OPTION HOT-MIX ASPHALT DRIVEWAY REMOVAL

0005AH 297 Square

OPTION CONCRETE DRIVEWAY REMOVAL

0005AJ 2,432 Linear

0005AK 6 Each

OPTION

FFP

DRAINAGE & UTILITY STRUCTURES TO BE ADJUSTED

0005AL 788 Square

0005AM 15 Each

OPTION STRUCTURE REMOVAL, STORM

FFP

0005AN 57 Linear

OPTION STORM SEWER PIPE REMOVAL, 8"

0005AP 167 Linear

OPTION STORM SEWER PIPE REMOVAL, 10"

0005AQ 79 Linear

OPTION STORM SEWER PIPE REMOVAL, 12"

0005AR 371 Linear

OPTION STORM SEWER PIPE REMOVAL, 18"

0005AS 4 Each

OPTION

FFP

MANHOLES, TYPE A, 6'-DIAMETER, TYPE 1 FRAME, CLOSED LID

0005AT 1 Each

OPTION

FFP

MANHOLES, TYPE A, 7'-DIAMETER, TYPE 1 FRAME, CLOSED LID

0005AU 9 Each

OPTION

FFP

CATCH BASIN, TYPE A, 4' DIAMETER, HIGH CAPACITY

0005AV 4 Each

OPTION INLET, TYPE A

FFP

0005AW 216 Linear

OPTION STORM SEWERS, CLASS A, TYPE III 12" (RCP

0005AX 902 Linear

STORM SEWERS, CLASS A, TYPE III 48" (RCP)

0005AY 365 Linear

STORM SEWERS, CLASS A, TYPE III 54" (RCP)

0005AZ 9 Each

OPTION SANITARY SERVICE REPLACEMENT

FFP

0005BA 459 Linear

OPTION PIPE UNDERDRAINS, 6" (PVC)

0005BB 11 Each

OPTION UNDERDRAIN CLEANOUT

FFP

0005BC 282 Linear

OPTION SANITARY SEWER SPOT REPAIR

0005BD 2,198 Linear

CONCRETE CURB AND GUTTER REPLACEMENT, B-6.12 (REVERSE

PITCH)

0005BE 184 Linear

CONCRETE CURB AND GUTTER REPLACEMENT, B-6.12

0005BF 912 Square

0005BG 94 Square

0005BH 632 Square

0005BJ 223 Square

OPTION HOT-MIX ASPHALT DRIVEWAY REPLACEMENT

0005BK 297 Square

OPTION CONCRETE DRIVEWAY REPLACEMENT

0005BL 3,862 Square

GEOTECHNICAL FABRIC FOR GROUND STABILIZATION

0005BM 220 Net Ton

(2,000

LB).

OPTION BEDDING COURSE - 1-1/2" (CA-16)

0005BN 1,100 Net Ton

OPTION AGGREGATE BASE COURSE - 7.5" (CA-7)

0005BP 1,400 Net Ton

OPTION AGGREGATE SUB-BASE COURSE - 9.5" (CA-1)

0005BQ 28,800 Square

OPTION PERMEABLE INTERLOCKING CONCRETE PAVERS

0005BR 27 Square

0005BS 2 Each

OPTION

FFP

MWRD GREEN INFRASTRUCTURE EDUCATIONAL SIGN

0005BT 2 Each

OPTION SIGNAGE FOR PERMEABLE PAVEMENT AREA

FFP

0005BU 1 Lot

PERFORMANCE & PAYMENT BONDS

FFP

This item is for bond coverage, which is applicable to line Bond LINE ITEMS

0005AA THROUGH 0005BT.

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 #5 Bid Items

FFP

OPTION #5 Bid Items - 8" WATER MAIN WORK This is a parent Contract Line Item, linking its Sub-Items 0006AA through 0006AN. The actual work to be performed is described under the aforementioned Sub-Items. In that regard, the Contractor's pricing to perform the required services shall be provided therein Items 0006AA through 0006AN, wherein the sub-line items themselves identify the quantities required to perform said work.

0006AA 1 Job

OPTION TRAFFIC CONTROL AND PROTECTION

FFP

0006AB 1,483 Linear

OPTION DUCTILE IRON WATER MAIN 8"

0006AC 110 Linear

OPTION CASING PIPE

0006AD 23 Each

OPTION WATER SERVICE RECONNECTION

FFP

0006AE 2 Each

OPTION

FFP

CONNECT TO WATER MAIN (NON-PRESSURE), 6-INCH

0006AF 3 Each

OPTION

FFP

CONNECT TO WATER MAIN (NON-PRESSURE), 8-INCH

0006AG 4 Each

OPTION VALVE AND BOX, 8-INCH

FFP

0006AH 23 Each

OPTION WATER SERVICE B-BOX

FFP

0006AJ 3 Each

OPTION FIRE HYDRANT REMOVAL

FFP

0006AK 2 Each

OPTION REMOVE EXISTING VALVE AND BOX

FFP

0006AL 3 Each

OPTION FIRE HYDRANT

FFP

0006AM 23 Linear

30" STORM SEWER WITH WATER MAIN QUALITY PIPE

0006AN 1 Lot OPTION PERFORMANCE & PAYMENT Bonds

FFP

This item is for bond coverage, which is applicable to line Bond LINE ITEMS

0006AA THROUGH 0006AM.

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).

BID PRICING

TOTAL AMOUNT FOR BASE BID ITEMS (ITEMS 0001AA THROUGH 0001AW):

TOTAL AMOUNT FOR GROUP 1 OPTION ITEMS (ITEMS 0002AA THROUGH 0002AS):

TOTAL AMOUNT FOR GROUP 2 OPTION ITEMS (ITEMS 0003AA THROUGH 0003AU):

TOTAL AMOUNT FOR GROUP 3 OPTION ITEMS (ITEMS 0004AA THROUGH 0004AS):

TOTAL AMOUNT FOR GROUP 4 OPTION ITEMS (ITEMS 0005AA THROUGH 0005BU):

TOTAL AMOUNT FOR GROUP 4 OPTION ITEMS (ITEMS 0006AA THROUGH0006AN):

OVERALL TOTAL BID PRICE.

3.7.3 Onsite Laboratory