Amend_0003.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

Miston/Ridgely Levee Restoration and Berm Construction is amended as follow s:

The estimated value of this w ork is betw een $10,000,000.00 and $20,000,000.00 has changed to $5,000,000.00 and $10,000,000.00.

SEE SUMMARY OF CHANGES

1. CONTRACT ID CODE PAGE OF PAGES

1 9

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

16C. DATE SIGNED

BY

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 W912EQ19B0001

X 9B. DATED (SEE ITEM 11)

18-Dec-2018

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 X is extended, 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 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

16-Jan-2019

CODE

US ARMY ENGINEER DISTRICT, MEMPHIS

167 N. MAIN STREET

MEMPHIS TN 38103-1894

W912EQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EQ19B0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 17-Jan-2019 01:30 PM to 29-Jan-2019 01:30 PM.

SECTION 00700 - CONTRACT CLAUSES

The following have been modified:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the

Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 355 calendar days after date of receipt of notice to proceed. The time stated for completion shall include final cleanup of the premises.

(End of clause)

SECTION SF30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

W912EQ19B0001

AMENDMENT 0003

MISTON/RIDGELY

DESCRIPTION OF CHANGE

The following has been modified:

Bidder Inquiry Key will be inactive after 5pm on 22 January 2019.

BIDDING SCHEDULE

Delete Section 00 41 00.00 11- Bidding Schedule in its entirety and replace with the attached bid schedule

SPECIFICATIONS

Replace paragraph Section 00800, 1.25 Maintenance of Traffic from with the following:

1.25 MAINTENANCE OF TRAFFIC

A Traffic Control Plan has been prepared (see plan set) by the Government and approved by representatives of

TDOT. If any minor revisions to the plan prepared by the Government are desired, the Contractor shall prepare a modified Traffic Control Plan for approval by the Contracting Officer and representatives of TDOT before any traffic control operations are begun. Otherwise, the plan prepared by the Government shall be used. In any event, the final Traffic Control Plan shall be submitted to the Contracting Officer. At a minimum, the Contractor will have to tailor the Traffic Control Plan to phase with his construction schedule, including installation and removal of all traffic control devices especially in periods of no work and at the completion of this project. If the contractor does not work during the non-work period, then all traffic control devices shall be removed for this 6 month period. The Contractor shall work closely with TDOT personnel and the Contracting Officer to maintain the safety of the public. The Contractor shall take precaution during work, during non-work hours and holiday weekends to ensure there are no problems with the travel lane. If any problems do occur, the Contractor shall immediately call TDOT representative Almous Austin at 731 377-9546 and/or Todd Lowrance at 731- 695-3163 and the contracting officer. Also the contractor shall immediately take necessary steps to minimize any problems to protect the public if a condition arises until further direction is given.

The travel lanes of Great River Road and adjacent roads shall be kept open to traffic during the life of the contract. Only legal over the road trucks will be allowed to drive on the highway abiding by all weight restrictions for this highway. The Contractor will be allowed to use off road trucks and/or tractors and pans on this project. The off road trucks and/or tractors and pans will only be allowed to cross perpendicular to all highways and roads. The Contractor will be responsible for any damages to the road by his construction operations and will be required to repair any damages caused by his operations instantly whether over the road or off road equipment is used since live traffic will be on the highway at all times.

After submission and approval of the Traffic Control Plan, the Contractor shall erect and maintain such signs and barricades as required by the approved plan for protection of the traveling public. As the project progresses, the

Contactor shall amend the plan, if necessary, and maintain all temporary traffic control devices in good condition and modify the plan according to TDOT recommendations.

Delete Section 01 11 00.00 11, SUMMARY OF WORK and replace with the following:

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work consists of furnishing all plant, labor, and materials for construction of earthen berms, excavation of the failed landside levee embankments, rebuilding and slope flattening of the landside levee embankments, and any incidental related work according to the specifications and plans. The project limits are as shown on the plans. The estimated value of the work is over $10,000,000.

1.1.2 Required Order of Work

The Contractor will be required to complete the following order of work for this project.

a. Excavation for the each of the seven excavation segments will be required and each segment backfilled with compacted earthen materials to the lines and grades as shown on the drawings before concentrating on the berm sections. The Contractor will be required to complete the excavation and backfill along one levee segment before beginning another segment for excavation. The Contractor can work on two segments simultaneously if there is available equipment and manpower as approved by the Contracting Officer. The Contractor shall work continuously on each segment once excavation has began until all backfill is completed to minimize the time the excavations are open. See restrictions in Section 31 23 00.00 12 and as stated herein on the plans and specifications. The Contractor will be simultaneously placing earthen materials from the levee excavations into the berm areas except those materials that qualify for levee embankment backfill. The Contractor will be required to backfill continuously behind the excavations with borrow from the riverside borrow pit except in the situation where there is a berm adjacent to the levee excavation. The contractor will be required to place the levee excavated materials to the elevation of the berm and final slope grade. See Drawing C-325. The contractor shall understand all backfill requirements, especially in areas where excavation is adjacent to berm construction and account for these conditions when laying out the work and include in the excavation and other plans required for this project. At the completion of the excavation and backfilling for all excavation segments and slope flattening areas, the contractor can complete the berms and other work by his order and as approved by the

Contracting Officer. The Contractor will be required to install the filter material and riprap in the riverside borrow pit swales and ditches as shown on Drawing C-327 at the time riverside borrow pit excavation is proceeding through these areas. If these areas of the existing ditches and swales are not needed for borrow for this project, then the filter material and riprap will be placed within the existing ditch/swales on the existing slopes as directed by the Contracting Officer.

1.1.3 Location

The work shall be located between baseline stations 19/50+00 to 14/50+00 as indicated on the drawings. The

Contracting Officer's Representative will be available to show the exact location of the work at the two organized site visits.

1.2 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and

Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.3 LOCATION OF UNDERGROUND FACILITIES

Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated to be installed or removed, but indicated or discovered during work to be conducted or installed. For further instructions and details, see the paragraph entitled, "OBSTRUCTIONS" in Section 00 80 00.00 11 SPECIAL CONTRACT

REQUIREMENTS.

SECTION 01 022 00.00 11, MEASUREMENT AND PAYMENT, 1.2.9 Filter Material, b. Payment, add the following sentence: “The excavation for the embedment of the filter material will be incidental to the placement of filter material and used as borrow for the embankments and/or berms.”

SECTION 01 58 01.00 11, PROJECT SIGNS, BARRICADES, AND TRAFFIC CONTROL SIGNS, paragraph

1.3 BARRICADES AND TRAFFIC CONTROL SIGNS, 4th paragraph, add “and/or Todd Lowrance at 731 695

3163” after “Almous Austin at 731 377-9546.”

SECTION 35 31 19.00 11, STONE PROTECTION. Paragraph 1.1 SCOPE, Replace the last sentence with the following: “The excavation for the embedment of filter material will be incidental to the placement of filter material and used as borrow for the embankment.”

file:///C:/Users/B1CORJES/AppData/Local/Temp/Word/00%2080%2000.00%2011.doc

DRAWINGS

Replace Drawing C-129 with Revised Drawing C-129. The final grade lines were turned off when the pdf was originally printed.

Drawing G-003, Note 1, a, Add the following sentence at the end of the paragraph, “THE CONTRACTOR WILL

WIDEN THE RIVERSIDE BORROW PIT ACCESS ROAD WHEN CONDITIONS ARE FAVORABLE AS

SHOWN ON DRAWING C-327.

Drawing G-003, Note 1, b, replace paragraph with the following paragraph, “THE CONTRACTOR SHALL

COMPLETE THE LEVEE SLOPE FLATTENING SIMULTANIOUSLY WITH BERMS 1 THROUGH 4 AS

LONG ALL MATERIALS THAT QUALIFY ARE TAKEN TO THE SLOPE FLATTEING AREAS (SEE

DRAWING C-325) AND EARTHEN CLAY MATERIALS WITH LL>60 TO THE BERMS. AT THE

COMPLETION OF THE LEVEE SLOPE FLATTENING AREAS, THE CONTRACTOR CAN COMPLETE THE

REMAINDER OF THE BERMS AND ALL OTHER WORK INCLUDING PLACEMENT OF AGGREGATE

SURFACE COURSE ON RAMPS, PUMPING STATIONS, RIVERSIDE ACCESS ROAD AND OWL HOOT

ROAD AS SHOWN ON THE DRAWINGS.”

Drawing G-003, Note 9, after “ALMOUS AUSTIN FOR TDOT AT 731 377-9546” add “AND/OR TODD

LOWRANCE AT 731 695-3163.”

Drawing G-003, Note 19, add at the end of the sentence “ and Section 00 80 00.00 11, paragraph 1.25.”

Drawing C-126, replace the left Station No. “16/31+99” with “16/32+40”

MISTON BERM QUANTITIES (ATTACHED SPREADSHEET)

Quantities are provided for excavation, embankment and available riverside borrow material by the attached excel spreadsheet. This does not include all the quantities but the majority of them. Quantities not included are embankment for the widening and raising the riverside borrow pit access road, raising of ramps, flattening of the side slopes for ramps, roads, highways and other minor embankments fills which are reflected in the revised bid sheet quantities. A contractor question asking for the stripping quantities that fall into the excavation areas vs.

embankment only areas and are as follows. Stripping for areas where excavation is required is 27 acres and for stripping in embankment areas including the berms is 55 acres. The side slope acreage is for plan view and does not include the increase for the levee slopes

(End of Summary of Changes)

Miston/ Ridgely Levee Restoration and Berm Construction W912EQ-19-B-0001

Document 00 41 00.00 11 Page 1

DOCUMENT 00 41 00.00 11

BIDDING SCHEDULE

PART 1 BIDDING SCHEDULE

MISTON LEVEE REPAIRS AND BERM CONSTRUCTION

LEVEE SLIDE REPAIRS, LEVEE SLOPE FLATTENING AND BERM CONSTRUCTION,

DYER AND LAKE COUNTIES

1.1 LINE ITEMS

This contract will be awarded as one lump sum with unit prices required for specifically selected work. A schedule of the unit price work is contained in Standard Form SF 1442, "Solicitation, Offer and Award." See Contract

Clauses, "FAR 52.211-18, Variation in Estimated Quantity" and "FAR 52.236-

16, Quantity Surveys," "DFARS 52.236-7008, Contract Prices."

Bid Items with Unit Prices Form

_ ITEM DESCRIPTION Estimated Unit

Quantity Unit Price Amount

0001 Mobilization and Demobilization 1 JA XXX.XX $____.__

0002 Demolition 1 JA XXX.XX $____.__

0003 Traffic Control & Safety 1 JA XXX.XX $____.__

0004 Environmental Protection 1 JA XXX.XX $____.__

0005 Storm Water Pollution Prevention

0005AA Write or Amend SWPPP and Maintain 1 EA XXX.XX $____.__

0005AB Erosion Control Berm 7,692 LF _______ $____.__

0005AC Silt Fence 18,758 LF _______ $____.__

0005AD R-90 Check Dam (7 Total) 160 TN _______ $____.__

0005AE Temporary Environmental Seeding 1 AC _______ $____.__

0006 Clearing and Grubbing 92 AC _______ $____.__

0007 Excavation 208,000 CY _______ $____.__

0008 Embankment 585,000 CY _______ $____.__

0009 Establishment of Turf 92 AC _______ $____.__

0010 Aggregate Surface Course 3720 TN _______ $____.__

Document 00 41 00.00 11 Page 2

0011 Aggregate Base Course 830 TN _______ $____.__

0012 Construction Exits 4 EA _______ $____.__

0013 48" CMP Pipe 88 LF _______ $____.__

0014 Geotextile (Filter Fabric) 4000 SY _______ $____.__

0015 Filter Material 300 TN _______ $____.__

0016 Riprap: R-400 1500 TN _______ $____.__

Grand Total Items 0001 thru 0014 $_______.__

1.2 NOTES

NOTE 1: Bidders shall furnish unit prices for all items listed on the schedule of bid items, which require unit prices. If the bidder fails to insert a unit price in the appropriate blank for required items, but does furnish an extended total or an estimated amount for such items, the

Government will deem his unit price to be the quotient obtained by dividing the extended estimated amount for that line item by the quantity. IF THE

BIDDER OMITS BOTH THE UNIT PRICE AND THE EXTENDED ESTIMATED AMOUNT FOR ANY

ITEM, HIS BID WILL BE DECLARED NONRESPONSIVE.

In the event there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid. If the bidder shows only the total price but fails to enter a unit price, the total divided by the estimated quantity will be held to be the intended unit price.

Any bid price for items indicated above which are unbalanced as to price may be rejected as non-responsive. An unbalanced bid is one which is based on price significantly less than cost for some work and price which is significantly overstated for other work.

Award will be made as a whole to one bidder.

AC = Acre CF = Cubic Feet CY = Cubic Yard

DH = Miles EA = Each FC = 1000 Cubic Feet

FT = Foot HF = 100 Feet HH = 100 Cubic Feet

HL = 100 Linear Feet HR = Hours HS = 100 Square Feet

HY = 100 Yards LB = Pound LF = Linear Foot

LH = Labor Hour JA = Job (lump sum) LY = Linear Yard

MO = Months SB = Square Mile SF = Square Foot

SQ = Square SY = Square Yard TL = 1000 Linear Feet

TN = Net Ton UN = Unit YD = Yard

YL = 100 Linear Yards YM = Cubic Yards Per Mile

All quantities are estimated except where unit is given as "JA" or "EA".

NOTE 2: If a bid or modification to a bid based on unit prices is submitted and provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment to each unit price, including lump sum units, in bid schedule must be stated, or, if it is not stated, the

Document 00 41 00.00 11 Page 3 bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the bid schedule.

NOTE 3: Bidders are cautioned to read Contract Clause entitled FAR 52.204-7, System for Award Management (MAY 2014) located in Section 00100.

-- End of Document --