Amendment 0004 W912P622B0003 Chicago Harbor Breakwater Repairs and North Pier Resurfacing.pdf

W81G6620763167

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. W912P622B0003, "CHICAGO HARBOR BREAKWATER REPAIRS AND NORTH PIER RESURACING IN

COOK COUNTY, CHICAGO HARBOR BREAKWATER AND NORTH PIER, ILLINOIS"

A. The Bid Opening Date and Time is NOT EXTENDED by this Amendment. Therefore, Bidders are required to submit their Bid packages prior to 1:00 p.m. (Central Time) on September 7, 2022. 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 19

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

16C. DATE SIGNED

BY 02-Sep-2022

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 W912P622B0003

X 9B. DATED (SEE ITEM 11)

15-Jul-2022

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

02-Sep-2022

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:

W912P622B0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY OF CHANGES

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

SECTION NUMBER AND TITLE PARAGRAPH AND DESCRIPTION OF CHANGE

Front ends, CLIN - Revised the name of 0001AJ

- Deleted CLIN for North Basin Retaining Wall

- Adjusted subsequent numbering

01 20 00 Price and Payment Procedures - 1.2.3 Updated the title and description

- 1.2.4 Deleted the bid item for the North Basin Retaining

Wall

- 1.3.7, 1.3.8, 1.3.9, 1.3.10, 1.3.11 Updated the CLIN number

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

SHEET REF. NO. TITLE AND DESCRIPTION

G-001 - Changed title of S-501 C-103 - Adjusted the callout for the proposed east end retaining wall

- Added outline for the slab and callout to identify the North Basin Slab S-501 - Changed title to North Basin Slab Details

D. REVISED BID SCHEDULE: The government is providing a revised bid schedule (Section 00 10 00 – Solicitation Contract Form), which renames Item No. 0001AJ from Structural Slab Repair to North Basin Structural Slab Repair, and removes Item No. 0001AK North Basin Retaining Wall from the Base Work and as result adjusts the subsequent item numbers to 0001AK through 0001AP. As a result of this revision, 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.

E. POINT OF CONTACT: The Point of Contact (POC) for this Amendment is Ericka Hillard at (312) 846-5378;

email: ericka.d.hillard@usace.army.mil.

END OF AMENDMENT NO. 0004

(The aforementioned Specification Sections, Drawing Sheets, and Bid Schedule follows)

REVISED (VIA AMENDMENT NO. 0004)

Section 00 10 00 – Solicitation

CONTRACT BID FORM BID SCHEDULE

THE BELOW BID FORM SERVES AS THE BID SCHEDULE AND SHALL BE USED BY THE BIDDER TO

ENTER ITS BID PRICING

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

BASE

FFP

This is a Parent Line Item identifying the work that relates directly to its Sub-Line Items 0001AA through 0001AP; 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 0001AP.

PURCHASE REQUEST NUMBER: W81G6620763167

NET AMT

0001AA 1 Job

MOBILIZATION/DEMOBILIZATION

FFP

(FOR THE WORK OF 0001AB THROUGH 0001AP)

Under this CLIN, the contractor is required to perform mobilization and demobilization activities. Reference: SOLICITATION SECTION 00 70 00, SEE DFARS Clause 252.236-7004 Payment for Mobilization and Demobilization.

PSC CD: Y1PZ

0001AB 260 Net Ton

(2,000

LB).

IDOT CA-6

FFP

0001AC 2,142 Linear

Foot

GROUT HOLE DRILLING

0001AD 2,856 Cubic

Yard

GROUT PLACEMENT

0001AE 7 Each

GROUT CONTAINMENT MEASURES

0001AF 1,330 Net Ton

IDOT RR-4

0001AG 10 Cubic

RELIEF HOLE FILLING

0001AH 1 Job

CONCRETE SLAB DEMOLITION AND REMOVAL

0001AJ 1 Job

NORTH BASIN STRUCTURAL SLAB REPAIR

0001AK 1,600 Square

PAVEMENT

0001AL 700 Linear

RAILING

0001AM 3 Each

VEHICLE BARRIER

0001AN 370 Cubic

TOPSOIL

0001AP .25 Acre

SEEDING

OPTION OPTION 1

FFP

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

0002AA 306 Linear

OPTION GROUT HOLE DRILLING (OPTION 1)

0002AB 408 Cubic

OPTION GROUT PLACEMENT (OPTION 1)

0002AC 1 Each

OPTION GROUT CONTAINMENT MEASURES (OPTION 1)

0002AD 190 Net Ton

OPTION IDOT RR-4 (OPTION 1)

0002AE 8 Cubic

OPTION RELIEF HOLE FILLING (OPTION 1)

OPTION OPTION 2

FFP

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

0003AA 306 Linear

OPTION GROUT HOLE DRILLING (OPTION 2)

0003AB 408 Cubic

OPTION GROUT PLACEMENT (OPTION 2)

0003AC 1 Each

OPTION GROUT CONTAINMENT MEASURES (OPTION 2)

0003AD 190 Net Ton

OPTION IDOT RR-4 (OPTION 2)

0003AE 8 Cubic

OPTION RELIEF HOLE FILLING (OPTION 2)

OPTION OPTION 3

FFP

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

0004AA 306 Linear

OPTION GROUT HOLE DRILLING (OPTION 3)

0004AB 408 Cubic

OPTION GROUT PLACEMENT (OPTION 3)

0004AC 1 Each

OPTION GROUT CONTAINMENT MEASURES (OPTION 3)

0004AD 190 Net Ton

OPTION IDOT RR-4 (OPTION 3)

0004AE 8 Cubic

OPTION RELIEF HOLE FILLING (OPTION 3)

OPTION OPTION 4

FFP

This is a Parent Line Item identifying the work that relates directly to its Sub-Line Items 0005AA through 0005AE; the Sub-Line Items themselves identify the the pricing separately at Sub-Items 0005AA through 0005AE.

0005AA 306 Linear

OPTION GROUT HOLE DRILLING (OPTION 4)

0005AB 408 Cubic

OPTION GROUT PLACEMENT (OPTION 4)

0005AC 1 Each

OPTION GROUT CONTAINMENT MEASURES (OPTION 4)

0005AD 190 Net Ton

OPTION IDOT RR-4 (OPTION 4)

0005AE 6 Cubic

OPTION RELIEF HOLE FILLING (OPTION 4)

OPTION OPTION 5

FFP

This is a Parent Line Item identifying the work that relates directly to its Sub-Line Items 0006AA through 0006AD; the Sub-Line Items themselves identify the the pricing separately at Sub-Items 0006AA through 0006AD.

0006AA 306 Linear

OPTION GROUT HOLE DRILLING (OPTION 5)

0006AB 408 Cubic

OPTION GROUT PLACEMENT (OPTION 5)

0006AC 1 Each

OPTION GROUT CONTAINMENT MEASURES (OPTION 5)

0006AD 190 Net Ton

OPTION IDOT RR-4 (OPTION 5)

OPTION OPTION 6

FFP

This is a Parent Line Item identifying the work that relates directly to its Sub-Line Items 0007AA and 0007AB; the Sub-Line Items themselves identify the quantities required to perform said work. Therefore, the Contractor shall provide the pricing separately at Sub-Items 0007AA and 0007AB.

0007AA 1 Job

OPTION EAST END RETAINING WALL (OPTION 6)

0007AB 1 Job

OPTION STAIR DEMOLITION (OPTION 6)

BID PRICING

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

TOTAL AMOUNT FOR OPTION 1 BID ITEMS (ITEMS 0002AA THROUGH 0002AE):

TOTAL AMOUNT FOR OPTION 2 BID ITEMS (ITEMS 0003AA THROUGH 0003AE):

TOTAL AMOUNT FOR OPTION 3 BID ITEMS (ITEMS 0004AA THROUGH 0004AE):

TOTAL AMOUNT FOR OPTION 4 BID ITEMS (ITEMS 0005AA THROUGH 0005AE):

TOTAL AMOUNT FOR OPTION 5 BID ITEMS (ITEMS 0006AA THROUGH 0006AD):

TOTAL AMOUNT FOR OPTION 6 BID ITEMS (ITEMS 0007AA AND 0007AB):

OVERALL TOTAL BID PRICE (ITEMS 0001 THROUGH 0007AB (INCLUDES ALL RESPECTIVE

SUBITEMS): $__________________________

END OF REVISED BID SCHEDULE

Chicago Harbor Breakwater Repairs and N. Pier Resurfacing FY22 W912P622B0003

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/ 20, CHG 2: 08/ 21

PART 1 GENERAL

1.1 CONTRACT COST BREAKDOWN

1.2 SINGLE JOB PAYMENT ITEMS

1.2.1 Mobilization/Demobilization (Bid Item 0001AA)

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Concrete Slab Demolition and Removal (Bid Item 0001AH)

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 North Basin Structural Slab Repair (Bid Item 0001AJ)

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.4 East End Retaining Wall (Bid Item 0007AA)

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.5 Stair Demolition (Bid Item 0007AB)

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 IDOT CA-6 (Bid Item 0001AB)

1.3.1.1 Payment

1.3.1.2 Measurement

1.3.2 Grout Hole Drilling (Bid Item 0001AC, 0002AA, 0003AA, 0004AA, 0005AA, 0006AA)

1.3.2.1 Payment

1.3.2.2 Measurement

1.3.2.3 Unit of Measure

1.3.3 Grout Placement (Bid Item 0001AD, 0002AB, 0003AB, 0004AB, 0005AB, 0006AB)

1.3.3.1 Payment

1.3.3.2 Measurement

1.3.3.3 Unit of Measure

1.3.4 Grout Containment Measures (Bid Item 0001AE, 0002AC, 0003AC, 0004AC, 0005AC, 0006AC)

1.3.4.1 Payment

1.3.4.2 Measurement

1.3.4.3 Unit of Measure

1.3.5 IDOT RR-4 (Bid Item 0001AF, 0002AD, 0003AD, 0004AD, 0005AD, 0006AD)

1.3.5.1 Payment

1.3.5.2 Measurement

1.3.5.3 Unit of Measure

1.3.6 Relief Hole Filling (Bid Item 0001AG, 0002AE, 0003AE, 0004AE, 0005AE)

1.3.6.1 Payment

SECTION 01 20 00 Page 1

AMD#0004 - 09/01/22

1.3.6.2 Measurement

1.3.6.3 Unit of Measure

1.3.7 Pavement (Bid Item 0001AK)

1.3.7.1 Payment

1.3.7.2 Measurement

1.3.8 Railing (Bid Item 0001AL)

1.3.8.1 Payment

1.3.8.2 Measurement

1.3.9 Vehicle Barrier (Bid Item 0001AM)

1.3.9.1 Payment

1.3.9.2 Measurement

1.3.10 Topsoil (Bid Item 0001AN)

1.3.10.1 Payment

1.3.10.2 Measurement

1.3.10.3 Unit of Measure

1.3.11 Seeding (Bid Item 0001AP)

1.3.11.1 Payment

1.3.11.2 Measurement

1.3.11.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 20 00 Page 2

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/ 20, CHG 2: 08/ 21

PART 1 GENERAL

1.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 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.

1.2 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the 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.

1.2.1 Mobilization/Demobilization (Bid Item 0001AA)

1.2.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Contract DFARS 252.236-7004 (PAYMENT FOR MOBILIZATION AND DEMOBILIZATION). This includes costs for all labor, equipment and materials for the contractor's temporary field office, restoration, project and safety signs, and other incidental items as described in Section 01 52 02 TEMPORARY CONSTRUCTION FACILITIES and Section 01 58 00 PROJECT IDENTIFICATION. This also includes removal of the silt fence along the new roadway and returning the staging area and parking lot to original conditions. The percentage of payment for this CLIN shall be split for mobilization and demobilization into a 60%/40% split respectively.

1.2.1.2 Unit of Measure

Unit of measure: job.

SECTION 01 20 00 Page 3

1.2.2 Concrete Slab Demolition and Removal (Bid Item 0001AH)

1.2.2.1 Payment

Payment will be made for costs associated with operations necessary for upland removal of concrete, miscellaneous metal, debris, and fill from the existing concrete slab as specified in Section 02 41 00 DEMOLITION.

Payment includes necessary construction debris containment measures, work platforms and all incidental work as required by the contractor.

1.2.2.2 Unit of Measure

Unit of measure: job.

1.2.3 North Basin Structural Slab Repair (Bid Item 0001AJ)

1.2.3.1 Payment

Payment will be made for costs associated with the slab work including backfilling, concrete, reinforcement, materials, labor, equipment, and incidentals to complete the work.

1.2.3.2 Unit of Measure

Unit of measure: job.

1.2.4 North Basin Retaining Wall (Bid Item 0001AK)

1.2.4.1 Payment

Payment will be made for costs associated with constructing the retaining wall including backfilling, materials, labor, equipment, and incidentals to complete the work.

1.2.4.2 Unit of Measure

Unit of measure: job.

1.2.4 East End Retaining Wall (Bid Item 0007AA)

1.2.4.1 Payment

Payment will be made for costs associated with constructing the east end wall including foundation preparation, excavation, backfilling, compaction, design and installation of the wall, materials, labor, equipment, and incidentals to complete the work in accordance with Section

32 32 23.13 SEGMENTAL CONCRETE BLOCK RETAINING WALL.

1.2.4.2 Unit of Measure

Unit of measure: job.

1.2.5 Stair Demolition (Bid Item 0007AB)

1.2.5.1 Payment

Payment will be made for costs associated with removal of two existing stairs and debris removal as specified in Section 02 41 00 DEMOLITION including materials, labor, equipment, and incidentals to complete the

SECTION 01 20 00 Page 4 work.

1.2.5.2 Unit of Measure

Unit of measure: job.

1.3 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 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.

1.3.1 IDOT CA-6 (Bid Item 0001AB)

1.3.1.1 Payment

Payment will be made for all costs associated with excavating part of the existing CA-6 base as shown on the drawings and backfilling behind the retaining wall or in the parking lot. This will include labor, material, equipment, compaction, and other incidentals to complete the work.

1.3.1.2 Measurement

The payment will be based upon certified delivery tickets, as approved by the Contracting Officer. Deductions will be made for any material wasted, unused, rejected, or used for convenience of the Contractor.

Unit of Measure

Unit of measure: ton .

1.3.2 Grout Hole Drilling (Bid Item 0001AC, 0002AA, 0003AA, 0004AA, 0005AA, 0006AA)

1.3.2.1 Payment

Payment will be made for costs associated with plant, equipment, labor, and supervision required to perform grout hole drilling exclusive of voids on the breakwater in accordance with the accepted project schedule, work plans, specifications, plans, and clauses. This includes materials, labor, and equipment for installation and removal of casing and restoring concrete surfaces.

1.3.2.2 Measurement

The total quantity for which payment will be made will be per linear foot drilled.

1.3.2.3 Unit of Measure

Unit of measure: linear foot .

SECTION 01 20 00 Page 5

1.3.3 Grout Placement (Bid Item 0001AD, 0002AB, 0003AB, 0004AB, 0005AB, 0006AB)

1.3.3.1 Payment

Payment will be made for costs associated with placement of grout including plant, equipment, all component materials and admixtures regardless of mix proportions, mixing, temporary grout casing, testing, monitoring, digital recording, flow and pressure measuring equipment, record keeping, labor, and supervision required to place the grout mix in accordance with the accepted project schedule, work plans, specifications, plans, and clauses.

1.3.3.2 Measurement

Measure grout for payment by the cubic yard by measuring the volume of grout.

1.3.3.3 Unit of Measure

Unit of measure: cubic yard .

1.3.4 Grout Containment Measures (Bid Item 0001AE, 0002AC, 0003AC, 0004AC, 0005AC, 0006AC)

1.3.4.1 Payment

Payment will be made for all costs associated with measures selected by the Contractor to contain any grout from escaping into the lake. This will include labor, equipment, and incidentals to complete the work.

1.3.4.2 Measurement

The total quantity for which payment will be made will be per 100 linear foot of the structure being contained.

1.3.4.3 Unit of Measure

Unit of measure: EA .

1.3.5 IDOT RR-4 (Bid Item 0001AF, 0002AD, 0003AD, 0004AD, 0005AD, 0006AD)

1.3.5.1 Payment

Payment will be made for all costs associated with stone placement on the lake side of the breakwater to contain grout from escaping into the lake.

This will include labor, material, equipment, and incidentals to complete the work.

1.3.5.2 Measurement

The payment will be based upon certified delivery tickets, as approved by the Contracting Officer. Deductions will be made for any material wasted, unused, rejected, or used for convenience of the Contractor.

1.3.5.3 Unit of Measure

Unit of measure: ton .

SECTION 01 20 00 Page 6

1.3.6 Relief Hole Filling (Bid Item 0001AG, 0002AE, 0003AE, 0004AE, 0005AE)

1.3.6.1 Payment

Payment will be made for costs associated with plant, equipment, labor, and supervision required to perform relief hole backfilling in accordance with the accepted project schedule, work plans, specifications, plans, and clauses.

1.3.6.2 Measurement

The total quantity for which payment will be made will be at the contract cost of placing grout.

1.3.6.3 Unit of Measure

Unit of measure: cubic yard .

1.3.7 Pavement (Bid Item 0001A LK)

1.3.7.1 Payment

Payment will be made for all costs associated with installing pavement in accordance with the drawings and Section 32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE FACILITIES. This will include labor, material, reinforcement, equipment, compaction, and other incidentals to complete the work.

1.3.7.2 Measurement

The total quantity for which payment will be made will be per square yard.

Unit of Measure

Unit of measure: SY.

1.3.8 Railing (Bid Item 0001A ML)

1.3.8.1 Payment

Payment will be made for all costs associated with installing handrails as shown on the drawings and in accordance with Section 05 50 15 CIVIL WORKS FABRICATIONS and 05 52 00 METAL RAILINGS. This will include labor, material, equipment, and incidentals to complete the work.

1.3.8.2 Measurement

The total quantity for which payment will be made will be per linear foot.

Unit of Measure

Unit of measure: LF.

1.3.9 Vehicle Barrier (Bid Item 0001A NM)

1.3.9.1 Payment

Payment will be made for all costs associated with installing vehicle

SECTION 01 20 00 Page 7 barriers. This will include labor, material, equipment, and incidentals to complete the work.

1.3.9.2 Measurement

The total quantity for which payment will be made will be per each.

Unit of Measure

Unit of measure: EA.

1.3.10 Topsoil (Bid Item 0001A PN)

1.3.10.1 Payment

Compensation for material, furnishing labor and equipment for stripping and placing topsoil as shown on the drawings and specified in Section 32 92 19 SEEDING. Cost will be paid for at the applicable contract unit prices per cubic yard for topsoil as stated in the Bid Schedule for this Item. No separate payment will be made for surveys, material excavation, erosion control silt fence, stockpiling, and reworking of material for the stripping and placement of the topsoil.

1.3.10.2 Measurement

The total quantity of topsoil for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for overdepth excavation or for the removal of any material outside the required slope lines unless authorized.

1.3.10.3 Unit of Measure

Unit of measure: Cubic Yard (CY)

1.3.11 Seeding (Bid Item 0001A QP)

1.3.11.1 Payment

Payment will be made at the contract unit price for seeding the landscaping fill using the seed list and quantities attached to the end of Section 32 92 19 SEEDING. Payment constitutes full compensation for all labor, materials, equipment, and tools. No separate payment will be made for watering, establishment, and predator control and shall be considered incidental to seeding.

1.3.11.2 Measurement

Seeding landscaping fill will be measured per acre of seeded area.

1.3.11.3 Unit of Measure

Unit of Measure: Acre (AC)

SECTION 01 20 00 Page 8

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 20 00 Page 9

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COOK COUNTY, ILLINOIS

& NORTH PIER RESURFACING FY22

CHICAGO HARBOR BREAKWATER REPAIRS

W912P6-22-B-0003

JULY 2022

W912P6-22-C-XXXX

CHICAGO DISTRICT

LOCATION MAP

(N.T.S.)

VICINITY MAP

(N.T.S.)

REFERENCE SHEET - 1964 REHAV NORTH PIERR-01136.

REFERENCE SHEET - 1964 REHAV NORTH PIERR-01035.

REFERENCE SHEET - PRELIMINARY FINAL AS BUILT JAN 2022R-00934.

REFERENCE SHEET - DUCT BANK LOCATIONR-00833.

REFERENCE SHEET - ASBUILT PLANS 2017 WORK PERFORMEDR-00732.

REFERENCE SHEET - ASBUILT PLANS 2014 WORK PERFORMEDR-00631.

REFERENCE SHEET - NORTH PIER REPAIRS SITE PLANR-00530.

REFERENCE SHEET - NORTH PIER REPAIRS SITE PLANR-00429.

REFERENCE SHEET - NORTH PIER REPAIRS SITE PLANR-00328.

REFERENCE SHEET - NORTH PIER REPAIRS SITE PLANR-00227.

REFERENCE SHEET - EXISTING NORTH PIER UTILITIESR-00126.

RETAINING WALL DETAIL S-50225.

NORTH BASIN SLAB DETAILSS-50124.

STRUCTURAL DEMOLITION PLAN SD-10023.

STRUCTURAL PLAN VIEWS-10022.

EAST END BLOCK WALLC-50421.

NORTH PIER CIVIL DETAIL SAFETY HANDRAILC-50320.

NORTH PIER CIVIL DETAILS CONCRETE PAVEMENTC-50219.

BW TIMBER CRIB DETAILS AND GROUT HOLE LOCATIONSC-50118.

EAST END CROSS SECTIONSC-30517.

NORTH PIER CIVIL CROSS SECTIONSC-30416.

NORTH PIER CIVIL CROSS SECTIONSC-30315.

NORTH PIER ROADWAY TYPICAL SECTIONC-30214.

STRUCTURE BREAKWATER TYPICAL SECTIONC-30113.

ENLARGED PLAN VIEWC-10512.

PAVEMENT TYPICAL REINFORCEMENTC-10411.

SITE PLAN NORTH PIERC-10310.

BREAKWATER SITE PLAN STA. 35+00 TO STA. 45+00C-102.9

REAKWATER SITE PLAN STA. 18+00 TO STA. 32+00BC-1018.

NORTH PIER WORKLIMITSC-0027.

BREAKWATER WORKLIMITSC-0016.

TYPICAL DEMOLITION CROSS SECTIONCD-3015.

EXISTING NORTH PIER SITE AND UTILITIESV-0024.

SURVEY CONTROLV-0013.

GENERAL NOTES, LEGEND & SYMBOLS G-0022.

LOCATION MAP & VICINITY MAPG-0011.

REFERENCENUMBER

TITLE SHEET SHEET

SHEET INDEX

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

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K E

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Y

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N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

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IC

IT

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IO

N N

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IS

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U E

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M A

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

S

H E

E T

T

IT

L E

C H

A N

G

D

/1

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29'-0" 29'-0" 29'-0" 29'-0" 29'-0" 29'-0" 29'-0" 29'-0" 29'-0" 29'-0"' 29'-0"'29'-0"'29'-0"'29'-0"'29'-0"'

D S

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:1

:4

A

M

/2 /2

C h ic a g o H a rb o r

B re a k w a te r\

B re a k w a te r R e p a ir s F

Y

-6

B

\1

-6

B

C -1

.d g n

S I

D

F

IN

A L

S U

B M

IT

T

A L

B A

C K

C H

E C

K B

C O

C

O K

C O

U N

T Y

IL

L

IN

O

IS

N

O R

T H

P

IE

R R

E S

U R

F A

C

IN

G F

Y

C H

IC

A

G O

H A

R B

O R

B R

E A

K W

A T

E R

R E

P A

IR

S

W

P

-2

-B -0

J U

L Y

W

P

-2

-C -X

X X

X

C H

IC

A

G O

IL

L

IN

O

IS

S

L

A S

A L

L E

S T

S

U

IT

E

C H

IC

A

G O

D

IS

T R

IC

R O

J E

C T

I D

F

IL

E N

A M

E

R M

IS

H

R A

P

.E

IT

E P

L A

N N

O R

T H

P

IE

R

C-103

R M

U H

A M

M A

D

W

K L

U Z

-6

B

C

-1 .d g n

-6

B

A D

U D

K

EXISTING SAFETY GUARDRAIL

COMM

COMM

C

C

0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+10 4+20 4+30 4+40 4+50 4+60 4+70 4+80 4+90 5+00 5+10 5+20 5+30 5+40 5+50 5+60 5+70 5+80 5+90 6+00 6+10 6+20 6+30

.4

.4

.1

.3

.4

.3

.4

.3

.4

0.00%GRADE =

.2

E

L E

V

.4

S

V I

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

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.2

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.2

.2

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.2

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.2

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.2

.2

.2

.2

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.2

.2

.2

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.2

.2

.2

.2

.2

.2

.2

.2

ARMOUR

ARMOUR

ARMOUR

ARMOUR

ARMOUR

ARMOUR

ARMOUR

ARMOUR

ARMOUR

ARMOUR

ARMOUR

ARMOUR

E/CONC

E/CONC

DRAIN

E/CONC

E/CONC

PIPE

SHTPILNG

HH

HH

E/CONC

DRAIN

HH

SHTPILING

HH

E/CONC

E/CONC

E/CONC

WOODLAG

ARMOUR

PIPE

END\SHTPILING

PIPE

DRAIN

PIPE

E/CONC

SHTPILING

HH

SHTPILING

HH

ARMOUR

HH

WOODLAG

COMM

COMM

HH

PIPE

PIPE

RIPRAP

PIPE

SHTPILING

SHTPILING

SHTPILING

CONCBLK

RIPRAP

CONCBLK

CONCBLK

CONCBLK

STUB

ARMOUR

STUB

CONCBLK

CONCBLK

PIPE

STAIR

CONCBLK

CONCBLK

RIPRAP

CONCBLK

STAIR

E/CONC

STAIR

PIPE

CONCBLK

RIPRAP

PIPE

CONCBLK

PIPE

CONCBLK

CONCBLK

CONCBLK

PIPE

CONCBLK

CONCBLK

CONCBLK

SHTPILING

RIPRAP

SHTPILING

SHTPILING

STAIR

SHTPILING

PIPE

ARMOUR

ARMOUR

SILTFNC

GND

PIPE

PIPE

STAIRSTAIR

GND

STAIRSTAIR

CORNGRAV

PIPE

GNDGND

PIPE

BLLRDS

STAIRS

BLLRDS

SILTFNC

SILTFNC

BLLRDS

PIPE

SILTFNC

CORNCONC

CORNCONC

STAIRS

BLLRDS

E/GRAV

GRAV

PIPE

E/GRAV

GRAV

GRAV

E/GRAV

E/CONC

E/GRAV

CORNCONC

CORNCONC

GRAV

C

C

RETWALL

RETWALL

,1

,8

.2

E

,9

,1

.0

.4

S

E

G1

ROADWAY AND PARKING LOT

SCALE:1" = 20' 20' 40'0

N

A1

ROADWAY AND PARKING LOT PROFILE

SCALE: 1"=20' VERTICAL, 2'=1' HORIZONTAL

PROPOSED SAFETY GUARDRAIL

PARALLEL PARKING SPOTS

PROPOSED PAVEMENT

NOTES:

1. BOLLARDS INSTALLED EVERY 4' ALONG THE EAST END OF ROAD AS SHOWN.

2. HANDRAIL OPENINGS TO BE INSTALLED AT BOTH ENDS AND MIDDLE OF THE PROPOSED ROADWAY. THE CONTRACTOR

TO VERIFY WITH THE COR THE EXACT LOCATION OF THE PROPOSED BOLLARDS.

3. SEE SHEET C-504 FOR LOCATION OF 2 EXISTING PIPES. PIPES ARE LOCATED UNDERGROUND AND ABOVE GROUND.

THE CONTRACTOR TO VERIFY WITH THE COR THE EXACT PLACEMENT OF THE PROPOSED BOLLARDS.

4. PAINT FOR THE PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE FEDERAL SPECIFICATIONS FS TT-P-115D.

5. REFER TO SHEET C-104 AND C-502 FOR DETAILS ON REINFORCEMENT AND JOINTS FOR THE PAVEMENT ROADWAY.

6. BOLLARDS TO BE PLACED ACROSS THE ENTIRE WIDTH OF THE PAVEMENT ON THE FAR EAST SIDE OF THE PIER. MATCH

DISTANCE BETWEEN BOLLARDS TO EXISTING.

7. THE CONTRACTOR TO CONFIRM THE PROPOSED LOCATION OF ROADWAY AND HANDRAIL WITH THE COR

PRIOR TO CONSTRUCTION.

8. THE PROPOSED END OF PAVEMENT ON THE EAST SIDE TO TIE INTO THE EXISTING PAVEMENT THAT IS LOCATED ON THE

SOUTH EAST SIDE OF THE PIER.

OF HANDRAIL OPENING

PROPOSED LOCATION

OF HANDRAIL OPENING

PROPOSED LOCATION

OF HANDRAIL OPENING

PROPOSED LOCATION

OF BOLLARDS

PROPOSED LOCATION

GRAVEL

EXISTING SIDE SLOPE

PIPES ABOVE GROUND

LOCATION OF 2 EXISTING START STATION 0+93

PROPOSED PAVEMENT

START STATION 0+93

PROPOSED HANDRAIL

AT STATION 5+57.5

END AND HANDRAIL END

PROPOSED PAVEMENT

EXISTING BOLLARDS

LOCATIONS

PROPOSED BOLLARD

EDGE OF PAVEMENT

SHEETS S-100 AND S-501)

NORTH BASIN SLAB (SEE

RETAINING WALL

THE EAST END

LOCATION OF

PROPOSED

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

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N B

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D E

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IG

N E

D B

Y

C O

N T

R A

C T

N O

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D E

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SHEET ID

®of Engineers

US Army Corps

U .S

A

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IN

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N O

T E

C H

A N

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S S

ID

E

S L

O P

E A

D D

E D

/2

/2

N

O T

E C

H A

N G

E S

N

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E A

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A L

L

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/2

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H A

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/2 /2

22"

1'-8"

6" MIN.

VARIES

8"

6"

9"

9"

1'-3"

1.5"

1'-0" 1'-6"

3"

D S

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:2

:0

A

M

/2 /2

C h ic a g o H a rb o r

B re a k w a te r\

B re a k w a te r R e p a ir s F

Y

-6

B

\1

-6

B

S -5

.d g n

SCALE: NTS

DETAIL A AT BULLNOSE

G3

SCALE: NTS

TYPICAL CONCRETE SECTION

A N

S I

D

C H

IC

A

G O

IL

L

IN

O

IS

S

L

A S

A L

L E

S T

S

U

IT

E

C H

IC

A

G O

D

IS

T R

IC

T

P R

O J E

C T

I D

F

IL

E N

A M

E

G

F A

Y E

L E

F F

L E

R

P .E

S-501

J H

A R

R

IS

W

K L

U Z

A

-6

B

S

-5

.d g n

-6

B

J

H A

R R

IS

F

IN

A L

S U

B M

IT

T

A L

B A

C K

C H

E C

K B

C O

E S

C O

O K

C O

U N

T Y

IL

L

IN

O

IS

N

O R

T H

P

IE

R R

E S

U R

F A

C

IN

G F

Y

C H

IC

A

G O

H A

R B

O R

B R

E A

K W

A T

E R

R E

P A

IR

S

W

P

-2

-B -0

J U

L Y

W

P

-2

-C -X

X X

X

N O

R T

H B

A S

IN

S

L A

B D

E T

A

IL

NEW HANDRAIL

NEW HANDRAIL

TOP OF SSP EL. 582.5 +/-

TOP OF SSP

EL. 582.5 +/-

TOP OF CONCRETE

EL. 583.83 +/-

TO REMAIN

EXISTING CONCRETE SLAB

NEW CONCRETE SLAB

NEW CONCRETE CLOSURE WALL

MAINTAIN EXISTING REINFORCEMENT

REINFORCEMENT

MAINTAIN EXISTING

1.5" CLEAR COVER

MAINTAIN EXISTING CLEARANCE

ORIGINAL SURFACE

ORIGINAL CONCRETE SURFACE

REMOVE LOOSE CONCRETE

W/ TOP OF SHEET PILE

TROWEL CONCRETE LEVEL

1/2" ARMOR WITH 6" RADIUS

1/2" X 12" PLATE

CENTERLINE

OF HANDRAIL

5/16

NEW BEAM SUPPORT WALL

BOTTOM ROWS, TYP.

STAGGER MIDDLE ROW BETWEEN TOP AND

5/8" DIA X 6" LONG HEADED STUD @ 12" O.C.

REMOVE LOOSE CONCRETE

#8 @ 12", TYP.

#6 @ 10", TYP.

#6 @ 12", TYP.

2.5" CLEAR COVER, TYP.

2.5" CLEAR COVER, TYP.

TUNNEL WALL

EXISTING TOP SLAB

EQUIVALENT OF #6 @ 10, TYP.

ADD BARS TO ACHIEVE THE

STEEL COVER PLATE

REINSTALL

REMOVE AND

REINFORCEMENT

NOT REMOVE EXISTING

EXISTING CONCRETE. DO

REMOVE 4" MIN OF

PRIOR TO CONCRETE PLACEMENT

CLEAN WALL OF DUST AND DEBRIS

2.5" CLEAR COVER, TYP.

WEEP HOLES AT 18" O.C.

CONTRACTOR SHALL PROVIDE

WEEP HOLES AT 18" O.C.

CONTRACTOR SHALL PROVIDE

SEE NOTE 5

3/8" EXPANSION JOINT

AND PROVIDE DOWEL CAP.

GREASE ONE SIDE OF DOWEL

DOWELS SHALL BE CENTERED IN THE SLAB.

1" DIA. SMOOTH DOWEL @ 12" O.C.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

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B Y

C H

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K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

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IC

IT

A

T

IO

N N

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S

U E

D A

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S I Z

E

M A

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D E

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SHEET ID

®of Engineers

US Army Corps

U .S

A

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O R

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IN

E E

R S

GENERAL NOTES

B9

SHALL BE SLOPED TO ALLOW WATER TO FLOW INTO THE RIVER

7. CONTRACTOR SHALL MATCH THE SLOPE OF THE ADJACENT SLAB. SLAB

6. CONTRACTOR SHALL NOT BACKFILL THE VOID BELOW THE EXISTING SLAB

R-111

CONTRACTOR SHALL PROVIDE ONE AS SHOWN ON SHEET R-110 AND SHEET

SHEET R-111 EXISTS. IF THE SLAB SUPPORT IS SHOWN NOT TO EXIST, THE

SECTION 29-29 AND SETION 30-30 ON SHEET R-110 AND SECTION 26-26 ON

5. CONTRACTOR SHALL VERIFY THAT THE SLAB SUPPORT AS SHOWN IN

ALL NEW HANDRAILS MUST MATCH EXISTING ADJACENT CONSTRUCTION4.

STRUCTURAL STABILITY DURING DEMOLITION AND CONSTRUCTION

CONTRACTOR SHALL BRACE THE STRUCTURE AS NECESSARY TO MAINTAIN 3.

PLACEMENT

BARS SHALL BE CLEANED OF ANY RUST OR OILS PRIOR TO NEW CONCRETE

CONTRACTOR SHALL PRESERVE ALL EXISITNG REINFORCEMENT. EXISTING 2.

EXISTING SLAB

SLAB. THICKNESS OF NEW SLAB MAY VARY WITH THE ELEVATION OF THE

TOP ELEVATION OF NEW SLAB SHALL MATCH THAT OF THE ADJACENT NEW 1.

U

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