Am_0008.pdf

Offers 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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

The above numbered solicitation for Flood Control, Amite River and Tributaries, LA, Comite River Basin, Comite River Diversion Project, US Highway 61 and Kansas City Southern Railway Bridges, East Baton Rouge Parish, LA ED; 18-035 (W912P819R0033) is hereby amended as shown on the attached page.

The proposal due date of 02 January 2020, 11:00a.m. local time remains unchanged.

U.S. Army Corps of Engineers, New Orleans District Contracting Division 7400 Leake Avenue, Room 326 New Orleans, LA 70118

W912P819R0033

ED-18-035

1 7

12/19/2019

04/05/2019

SECTION 10 00 84.00 12

Page 2, paragraphs 1.2.1 and 1.2.2. Delete these paragraph in their entirety and substitute the following therefore:

“1.2.1 CATCH BASINS AND DRAIN SAFETY ENDS

Measurement for drainage catch basins, catch basin modified, and drain safety ends will be made per each satisfactorily installed. Payment will be made at the applicable contract unit price per each for "CB-01" or "CB-02 MODIFIED","DRAIN SAFETY ENDS", or “DRAIN SAFETY ENDS – OW”, if Optional Work is exercised. Price and payment shall constitute full compensation for furnishing and installing all drainage catch basins, catch basin modified, and drain safety ends; including all miscellaneous specialty items associated with this work as i specified herein and as shown on the drawings.

1.2.2 DRAIN PIPES

Measurement for reinforced concrete drain pipe, reinforced concrete arch pipe, and reinforced concrete pipe extension will be made by the linear foot satisfactorily installed. Payment will be made at the applicable contract unit per linear foot for "18" SIDE DRAIN PIPE", "24" SIDE DRAIN PIPE" , "36" RCP", "42" RCP", "42" RCPA - OW", if Optional Work is exercised, "48" RCPA - OW", if Optional Work is exercised, "60" RCPA - OW", if Optional Work is exercised, or "24" CROSS DRAIN PIPE RCPA - OW" if Optional Work is exercised.

Price and payment shall constitute full compensation for furnishing and installing all reinforced concrete drain, arch, or pipe extensions, including but not limited to trenching, excavation, bedding material, backfill, all miscellaneous specialty items and incidentals associated with this work as specified herein and as shown on the drawings.”

SECTION 32 12 16.00 12

Page 6, paragraph 1.5.2. Delete this paragraph in its entirety and substitute the following therefore:

“1.5.2 Class II Base Course

Measurement for class II base course will all be made by the square yard satisfactorily placed.

Payment will be made at the applicable contract unit price per square yard for "CLASS II BASE COURSE (12" THICK)”, "CLASS II BASE COURSE (10" THICK)", or "CLASS II BASE COURSE (8 1/2" THICK) - OW", if Optional Work is exercised. Price and payment shall constitute full compensation for furnishing all plant, labor, equipment and materials required to complete the work as shown on the drawings and specified herein.”

00010-3 ED 18-035

SECTION 00010 – BIDDING SCHEDULE

Flood Control Amite River and Tributaries, Louisiana, Comite River Basin, Comite River Diversion Project

US Highway 61 and Kansas City Southern Railways Bridges East Baton Rouge Parish, Louisiana

Item DESCRIPTION Estimated

Quantity Unit Unit Price Estimated Amount

BASE WORK

0001 MOBILIZATION AND

DEMOBILIZATION 1 JOB

0002 VIDEO AND PHOTOGRAPHIC

DOCUMENTATION 1 JOB

0003 RAILROAD FLAGGING

SERVICES 1,200 HR

0004 RAILROAD INSURANCE 1 JOB

0005 TRAFFIC CONTROL AND

COORDINATION 1 JOB

0006 STRAW BALES 10,000 LF

0007 SILT FENCES 51,500 LF

0008 TRUCK WASHDOWN RACKS 1 JOB

0009 DEMOLITION 1 JOB

0010 US 61 RECONSTRUCTION 1 JOB

0011 US 61 DIVERSION 1 JOB

0012*

EXCAVATION FOR US 61

RECONSTRUCTION AND US

61 DIVERSION

31,000 CY

NON-PLASTIC EMBANKMENT

FOR US 61

RECONSTRUCTION

1,500 CY

0014* NON-PLASTIC EMBANKMENT

FOR US 61 DIVERSION 19,500 CY

0015 EXCAVATION FOR US 61

DIVERSION REMOVAL 10,500 CY

0016* LIME TREATMENT (12” THICK) 24,000 SY

0017 CLASS II BASE COURSE (12”

THICK) 22,900 SY

0018* CLASS II BASE COURSE (10”

THICK) 18,600 SY

0019* DELETED

0020* GEOTEXTILE FABRIC

(ROADWAY) 42,000 SY

00010-4 ED 18-035

0021 ASPHALT WEARING COURSE 13,500 TN

0022 ASPHALT BINDER COURSE 14,500 TN

0023 ASPHALT BASE COURSE 8,500 TN

0024 ASPHALT MILLING 35,500 SY

0025 AGGREGATE DRIVEWAY

SURFACING 2,500 SY

0026 CB-01 2 EA

0027 CB-02 MODIFICATION 1 EA

0028 18” SIDE DRAIN PIPE 539 LF

0029 24” SIDE DRAIN PIPE 355 LF

0030* DELETED

0031 36” RCP 56 LF

0032 42” RCP 38 LF

0033* DRAIN SAFETY ENDS 2 EA

0034 CLEARING AND GRUBBING 1 JOB

0035 SITE GRADING 1 JOB

0036 FERTILIZING AND SEEDING 24 AC

0037 US 61 NB & SB BRIDGES 1 JOB

PRECAST PRESTRESSED

CONCRETE GIRDERS (TYPE

III)

4,169 LF

US 61 NB & SB BRIDGE END

BENTS/WINGWALLS,

STRUCTURAL EXCAVATION

AND BACKFILL

1 JOB

0040 TEST SHAFT (66”) 1 EA

0041 TRIAL SHAFT (66”) 1 EA

0042 DRILLED SHAFT (66”) 2,268 LF

PRECAST PRESTRESSED

CONCRETE PILE, 14-INCH X

14-INCH

264 LF

PRECAST PRESTRESSED

CONCRETE PILE, 18-INCH X

18-INCH

1,320 LF

0045 GUARD RAILS 1 JOB

00010-5 ED 18-035

0046 APPROACH SLABS 1 JOB

0047 KCS RAILROAD BRIDGE 1 JOB

0048 PRECAST PRESTRESSED

SINGLE CELL BOX GIRDERS 1,220 LF

KCS RAILROAD BRIDGE

ABUTMENTS/RETAINING

WALLS

1 JOB

0050 TRIAL SHAFT (144”) 1 EA

0051 DRILLED SHAFT (144”) 604 LF

0052 16” STEEL PIPE PILE 5,823 LF

0053 TEST PILE (18” PCP) 1 EA

0054 TEST PILE (16” PIPE PILE) 1 EA

0055 KCS SHOOFLY 1 JOB

0056 BALLAST 3,600 TN

0057 EXCAVATION FOR KCS

SHOOFLY 6,500 CY

0058 EMBANKMENT FOR KCS

SHOOFLY 750 CY

0059 SUBBALLAST 4,400 TN

0060 RAILROAD DRAINAGE PIPE

(48” CMP) 109 LF

0061 RAILROAD DRAINAGE PIPE

(24” CMP) 209 LF

0062 RAILROAD TRACK AND

ACCESSORIES 3311 LF

0063 CHANNEL EXCAVATION 710,000 CY

0064 CHANNEL RIPRAP (1/4 TON) 22,000 TN

0065 STABILIZATION RIPRAP (100

LB) 40 TN

0066 RANDOM RIPRAP (40 LB) 60 TN

0067 CHANNEL BEDDING

MATERIAL 2,600 CY

0068 CHANNEL FILTER MATERIAL 19,200 CY

CHANNEL LINING,

ARTICULATED CONCRETE

BLOCK

35,900 SY

0070 GEOTEXTILE FABRIC

(CHANNEL) 42,400 SY

0071 HIGH PERFORMANCE TURF

REINFORCEMENT MAT 33,000 SY

00010-6 ED 18-035

0072 CONSTRUCTION

UNWATERING 1 JOB

0073 HPTRM HYDROSEEDING 7 AC

TOTAL BASE WORK: $

OPTIONAL WORK

0074 TRAFFIC CONTROL AND

COORDINATION - OW 1 JOB

0075 CLEARING AND GRUBBING -

OW 1 JOB

0076 RELOCATED BARNETT ROAD

- OW 1 JOB

EXCAVATION FOR

RELOCATED BARNETT ROAD

- OW

12,400 CY

NON-PLASTIC EMBANKMENT

FOR RELOCATED BARNETT

ROAD - OW

8,600 CY

0079* CLASS II BASE COURSE (8

1/2” THICK) - OW 8,371 SY

0080 GEOTEXTILE FABRIC

(ROADWAY) - OW 8,371 SY

0081 ASPHALT WEARING COURSE

- OW 630 TON

0082 ASPHALT BINDER COURSE -

OW 1,259 TON

0083 42” RCPA - OW 100 LF

0084 48” RCPA - OW 152 LF

0085 60” RCPA - OW 167 LF

0086 FENCING (PERMANENT) - OW 5,200 LF

0087* 24” CROSS DRAIN PIPE RCPA

- OW 124 LF

0088* DRAIN SAFETY ENDS - OW 4 EA

TOTAL OPTIONAL WORK: $

TOTAL BASE + OPTIONAL WORK $

*Denotes a change from the previous Bidding Schedule.

**The unit "JOB" as used in this Bidding Schedule is synonymous with the term "Lump Sum" used elsewhere within these plans and specifications.

Award will be made as a whole to one bidder.

NOTE 1: Bidders shall furnish unit prices for each item listed in the Schedule requiring a unit price. If the bidder fails to insert a unit price in the appropriate blank for required item(s), but does furnish an extended total, or an estimated

00010-7 ED 18-035

amount for such item(s), the Government shall deem the unit price to be the quotient obtained by dividing the extended amount for that line item by the quantity. IF A BIDDER OMITS BOTH THE UNIT PRICE AND THE EXTENDED

TOTAL OR ESTIMATED AMOUNT FOR ANY ITEM, ITS BID SHALL BE

DECLARED NON-RESPONSIVE AND THEREFORE INELIGIBLE FOR

AWARD.

NOTE 2: Any bid may be rejected if the Contracting Officer determines in writing that it is unreasonable as to price. Unreasonableness of price includes not only total price of bid, but the price for individual line items as well. Any bid may be rejected if the prices for any line items or sub line items are materially unbalanced (See FAR 14.404-2, Rejection of Individual Bids).

NOTE 3: THE NOTICE TO PROCEED (NTP): The successful bidder is advised that performance and payment bonds shall be submitted in accordance with the time frame in block 12B of SF 1442. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within seven (7) days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident Prevention Plan, Contractor Quality Control Plan, and other submittals which may be required, have been submitted and approved and all preliminary meetings called for under the contract, have been conducted.

NOTE 4: RAPID VENDOR PAYMENT: Web based instructions for the submission of invoices;

http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment.aspx

NOTE 5: OPTIONAL WORK ITEMS. The Government may require the delivery of the numbered line item(s), identified in the schedule as OPTIONAL WORK Items, in the quantities and prices stated in the schedule. The Contracting Officer may exercise the OPTION WORK Items by written notice to the Contractor. Bidders shall bid on all items including optional items (see “Evaluation of Options” FAR 52.217-5). Failure to bid on all items will result in a non-responsive bid.

NOTE 6: EVALUATION OF OPTIONS (FAR 52.217-5 JUL 1990). Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for this basic requirement.

Evaluation of options will not obligate the Government to exercise the option(s).

*NOTE 7: TIME ADJUSTMENT IN THE EVENT OF THE EXERCISE OF

OPTIONAL WORK. In the event that OPTIONAL WORK items are exercised under the terms of the contract, the time required for completion of the contract will not be adjusted but shall be performed concurrent with the original contract duration of 516 calendar days established for the BASE WORK items specified in the Contract Clause entitled “COMMENCEMENT, PROSECUTION, AND

COMPLETION OF WORK (FAR 52-211-10 – APR 1984)”.

http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment.aspx