CONFORMED AMENDMENT NO 0002 W912P620B0006 - Porter County Sec 219 FY20.pdf

W81G6600579182

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: PORTER COUNTY STORM SEWER IMPROVEMENTS, VALPARAISO, INDIANA

A. The Bid Opening Date and Time is unchanged by this Amendment, therefore, Bids are due prior to 2:00 p.m. (Central Time) on September 11, 2020. -For further details regarding bid submission, please ref er to Solicitation Section 00 22 13 - Supplementary Instructions to Bidders.

- AMENDMENT CONTINUES ON NEXT PAGES -

1. CONTRACT ID CODE PAGE OF PAGES

J 1 20

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

16C. DATE SIGNED

BY 29-Aug-2020

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 W912P620B0006

X 9B. DATED (SEE ITEM 11)

07-Aug-2020

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

29-Aug-2020

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:

W912P620B0006

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY OF CHANGES

B. BID SCHEDULE: The government is providing a revised bid schedule (Section 00 10 00 – Solicitation Contract Form), which changes the quantities for two bid items (Item 0016 is now 396 TN and Item 0021 is now 3,946 SY).

Therefore, 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 SECTION: The following Specification Section have been revised. The revised sections are enclosed hereunder and replace the previously furnished sections.

a. Section 01 22 00.00 10. Updated payment and unit of measure definitions for Structural Backfill, TYP 1 (Bid Item 0040).

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

Sheet 3: Updated to reflect the new quantities for Structural Backfill and Asphalt for Tack Coat.

Sheet 26: Note added to the pipe trench detail.

E. CONTRACTOR INQUIRIES: By the Amendment, the Chicago District, USACE responds to Contractor’s inquires as follows:

INQUIRY #1: Utility Coordination – We received a question from a contractor at the pre-bid meeting regarding the current status of utility coordination, specifically the status of the relocations.

USACE RESPONSE INQUIRY #1: Utility Coordination is in-progress with NIPSCO Gas and Indiana American Water. It is anticipated that both will relocate their utilities prior to the start of construction for Phase II.

INQUIRY #2: Existing Drainage – We received a question from a contractor at the pre-bid meeting regarding the transition of the existing drainage system to the proposed improvements.

USACE RESPONSE INQUIRY #2: The contractor will be constructing the proposed improvements within an area that has an existing drainage system. The contractor shall expect that the proposed improvements will be utilized for drainage as the improvements transition through and replace the existing drainage system.

This includes the final connection at Squirrel Creek on McCool Road.

F. 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. 0002

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

REVISED (VIA AMENDMENT NO. 0002)

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

DISTINCTION OF LINE ITEMS:

The below Bid Schedule contains a combination of Firm Fixed Price (FFP) and cost reimbursable line items.

Although “FFP” is shown in the description of the cost reimbursable line items, it is not to be construed as a Firm Fixed Price line item. In this case, the FFP represents the Contract Type, which is firm fixed price. Therefore, the contractor will be reimbursed as stated within the extended description of the cost reimbursable line items.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

MOBILIZATION

FFP

Under this line item, the contractor is required to perform mobilization activities.

The contractor will be compensated for the totality of its activities needed to mobilize its equipment and labor force to the project site.

Payment Provisions: The Government will pay all costs for the mobilization of all of the Contractor's plant and equipment at the lump sum price for this item. The Contracting Officer may require the contractor to furnish cost data to justify its bid price for this item if the Contracting Officer deems there is no reasonable relationship to the cost of the work in this contract. Failure to justify the line item price to the satisfaction of the Contracting Officer will result in payment determined by the Contracting Officer of the actual costs, which is not subject to appeal.

PURCHASE REQUEST NUMBER: W81G6600579182

PSC CD: Y1PZ

NET AMT

0002 1 Job

DEMOBILIZATION

FFP

Under this line item, the contractor is required to perform demobilization activities.

The contractor will be compensated for the totality of its activities needed to demobilize its equipment and labor force from the project site.

Payment Provisions: The Government will pay all costs for the demobilization of all of the Contractor's plant and equipment at the lump sum price for this item. The Contracting Officer may require the contractor to furnish cost data to justify its bid price for this item if the Contracting Officer deems there is no reasonable relationship to the cost of the work in this contract. Failure to justify the line item price to the satisfaction of the Contracting Officer will result in payment determined by the Contracting Officer of the actual costs, which is not subject to appeal.

0003 1 Job

CLEARING RIGHT OF WAY

FFP

0004 80 Square

Yard

CONCRETE SIDEWALK, REMOVE

0005 2,670 Square

PAVEMENT, REMOVE

0006 1,628 Linear

Foot

CONCRETE CURB, REMOVE

0007 272 Square

PCCP DRIVEWAY, REMOVE

0008 614 Linear

PIPE, REMOVE

0009 3 Each

STRUCTURE, REMOVE

0010 1 Job

EXCAVATION, COMMON

0011 1 Job

EMBANKMENT

0012 1 Job

MAINTENANCE OF EROSION CONTROL DEVICES

0013 4,050 Square

GEOTEXTILE FOR SUBGRADE

0014 648 Net Ton

(2,000

LB).

COMPACTED AGGREGATE NO. 2, FOR UNDERCUT

BACKFILL (UNDISTRIBUTED)

0015 3,000 Net Ton

COMPACTED AGGREGATE NO. 53 BASE

0016 1,967 Net Ton

STRUCTURAL BACKFILL, TYPE 1

0017 355 Square

MILLING. ASPHALT, 1.5 IN

0018 25 Net Ton

HMA WEDGE AND LEVEL, TYPE B

(UNDISTRIBUTED)

0019 617 Net Ton

HMA INTERMEDIATE, TYPE B

0020 330 Net Ton

HMA SURFACE, TYPE B

0021 3,661 Square

ASPHALT FOR TACK COAT

0022 115 Square

SIDEWALK, CONCRETE, 4 IN

0023 7 Square

CURB RAMP, CONCRETE

0024 1,739 Linear

CURB AND GUTTER, ROLL CURB, CONCRETE

0025 97 Square

HMA FOR APPROACHES, 3 IN

0026 474 Square

PCCP FOR APPROACHES, 5 IN

0027 312 Square

PCCP FOR APPROACHES, 8 IN

0028 2,800 Square

EROSION CONTROL BLANKET

0029 1,833 Square

TOPSOIL, 4 IN & MULCHED SEEDING, U

0030 3,916 Square

MULCHED SEEDING, D

0031 3 Each

VALVE BOX, ADJUST TO GRADE,

FFP

(UNDISTRIBUTED)

0032 2 Each

SIGN ASSEMBLY RE-SET

0033 8 Each

MAILBOX ASSEMBLY, SINGLE (UNDISTRIBUTED)

0034 2,050 Square

ARTICULATING CONCRETE BLOCK MAT

0035 230 Square

TURF REINFORCEMENT MAT

0036 200 Linear

PIPE, UNDERDRAIN, 6 IN

0037 40 Linear

PIPE, TYPE 2, CONCRETE, CIRCULAR, 12 IN

0038 270 Linear

PIPE, TYPE 2, CONCRETE, CIRCULAR, 15 IN

0039 1,073 Linear

PIPE, TYPE 2, CONCRETE, CIRCULAR, 54 IN

0040 1 Each

DROP STRUCTURE

0041 15 Each

PIPE END SECTION, PRECAST CONCRETE,15 IN

0042 2 Each

MANHOLE, N (9')

0043 3 Each

MANHOLE, L (8')

0044 1 Each

MANHOLE, C (4')

0045 4 Each

INLET, TYPE J

0046 4 Each

CONCRETE BULKHEAD

0047 1 Job

PAVEMENT MARKINGS

0048 1 Job

TRAFFIC CONTROL

0049 1 Lot

PERFORMANCE AND PAYMENT BOND

FFP

This is a cost reimbursable line item for bond coverage for line items 0001 through

The Government will reimburse the Contractor for the actual cost of acceptable bonds upon receiving evidence of payment (i.e. paid invoice) from the bonding company or agency, not to exceed the total amount of this contract line item. The Government will not pay more than the amount bid for this item. If the actual bond costs are less than the line item amount, the contract will be modified to adjust the line item accordingly. Adjustment(s) to the line item will also be made for any revisions associated with contract price changes. re: FAR 52.232-5(g)

OVERALL BID PRICE (ITEMS 0001 THROUGH 0049): $___________________

END OF REVISED BID SCHEDULE

Porter County - Old South Haven Stormwater Improvements W912P620B0006 hauling, and disposal of the unsuitable soils plus the installation of geotextile and compacted No. 2 backfill.

1.2.8.2 Unit of Measure

Unit of Measure: TON

1.2.9 Compacted Aggregate No. 53 Base (Bid Item 00015)

1.2.9.1 Payment

Payment for the Compacted Aggregate No. 53 Base shall include costs associated with the placement, compaction, and water needed for the full installation of the Compacted Aggregate No. 53 as shown and detailed in the plans.

1.2.9.2 Unit of Measure

Unit of Measure: TON

1.2.10 Structural Backfill, Type 1 (BId Item 00016)

1.2.10.1 Payment

Payment for the Strucutural Backfill, Type 1 shall include costs associated with the placement and compaction of the structural backfill around the new pipe and structures as shown and detailed in the plans.

Payment for Structural Backfill, Type 1 shall include costs associated with the placement and compaction of the structural backfill. Structural backfill shall be used within pavement sections only.

1.2.10.2 Measurement

Structural Backfill, Type 1 shall be measured by neat line as shown in the details for the pipe and structures in the plans. Structural Backfill, Type 1 shall be measured by neat line and exclude the proposed typical road section and pipe bedding areas as described and detailed in the plans.

Area identified as "B" on the Pipe Bedding and Backfill Detail on plan sheet 26 is considered the Pipe Bedding.

1.2.10.3 Unit of Measure

Unit of Measure: TON

1.2.11 Milling Asphalt, 1.5 Inch (Bid Item 00017)

1.2.11.1 Payment

Payment for Milling Asphalt, 1.5 Inch shall include all costs associated with the milling asphalt as shown and detailed in the plans and shall include the hauling and proper disposal of the milling materials.

1.2.11.2 Unit of Measure

Unit of Measure: Square Yards (SY)

SECTION 01 22 00.00 10 Page 10

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