A22_Amendment_0002_(W912EE-15-B-0005).pdf

W807PM51620682

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)

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Reference Solicitation No. W912EE-15-B-0005, for Flood Control, Mississippi River and Tributaries, Concordia Parish, Louisiana, West Bank Mississippi River Levees, Waterproof to Upper Concordia Lake, Levee Enlargement and Berms, Item 374-R is amended as follows:

See Continuation Page For Summary Of Changes.

1. CONTRACT ID CODEPAGE OF PAGES

J12

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

16C. DATE SIGNED

BY11-Aug-2015

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. 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)XW912EE-15-B-0005

X9B. DATED (SEE ITEM 11)

20-Jul-2015

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

XThe above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended,Xis 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 returningcopies 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: Contractoris not, is required to sign this document and returncopies 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

11-Aug-2015

CODE

VICKSBURG CONTRACTING OFFICE

4155 CLAY ST

VICKSBURG MS 39183-3435

W912EE7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

W912EE-15-B-0005

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SPECIFICATIONS: Bidding Schedule and Section Section 31 23 00.00 09 is revised and ‘ replaced in its entirety.

DRAWINGS: Drawings C-303, C-304, C-348, C-349, and C-350 are revised and replaced.

Drawing C-302-A is added.

Line Items revised by this amendment have an asterisks (*) in the margins before and after the changes to the previous issue as well as the notation “Revised by Amendment 0002”at the bottom of the page.

Drawings revised by this amendment have the notation “Revised by Amendment 0002” in the title block. Drawings added by this amendment have the notation “Added by Amendment 0002” in the title block.

ITEMDESCRIPTION

EST

QTY U/MUNIT PRICEAMOUNT

MOBILIZATION AND

DEMOBILIZATION1JOBFOR$

0002CLEARING AND GRUBBING1JOBFOR$

GRAVEL SURFACING,

EXISTING1JOBFOR$

ENVIRONMENTAL

PROTECTION FEATURES1JOBFOR$

0005RELIEF WELLS1JOBFOR$

MOWING, TURFING, AND

EROSION CONTROL MATTING1JOBFOR$

LEVEE EMBANKMENT,

SEMICOMPACTED744,760CY$$

BERM EMBANKMENT,

UNCOMPACTED235,800CY$$

BERM EMBANKMENT, FULLY

COMPACTED60,400CY$$

LEVEE SURFACING,

CRUSHED STONE10,214TN$$

0011CATTLE GUARDS4EA$$

MAXWELL ROAD

REALIGNMENT AND

CONSTRUCTION1JOBFOR$

FLOOD CONTROL, MISSISSIPPI RIVER AND TRIBUTARIES, CONCORDIA PARISH, LOUISIANA, WEST BANK MISSISSIPPI RIVER LEVEES, WATERPROOF TO UPPER CONCORDIA LAKE, LEVEE ENLARGEMENT AND BERMS, ITEM 374-R

B4CTCDGC

Typewritten Text

B4CTCDGC

Typewritten Text

B4CTCDGC

Typewritten Text

B4CTCDGC

Typewritten Text

B4CTCDGC

Typewritten Text

B4CTCDGC

Typewritten Text

B4CTCDGC

Typewritten Text "Revised by Amendment 0002"

B4CTCDGC

Typewritten Text

REMOVAL OF EXISTING

ASPHALTIC

CONCRETE PAVEMENT AND

BASE COURSES

1JOBFOR$

REINFORCED CONCRETE

PIPE 18”x25’5EA$$

REINFORCED CONCRETE

PIPE 18”x30’2EA$$

REINFORCED CONCRETE

PIPE 24”x30’2EA$$

REINFORCED CONCRETE

PIPE 24”x40’1EA$$

REINFORCED CONCRETE

PIPE 24x45’1EA$$

DITCH EXCAVATION -

DITCH A AND DITCH B1JOBFOR$

0020DEMOLITION1JOBFOR$

0021PIPELINE REMOVAL1JOBFOR$

0022CONNECTING DITCH1JOBFOR$

DETOUR ROAD AND

MAINTENANCE OF TRAFFIC1JOBFOR$

$ TOTAL

B4CTCDGC

Typewritten Text "Revised by Amendment 0002"

B4CTCDGC

Typewritten Text

SECTION TABLE OF CONTENTS

DIVISION 31 - EARTHWORK

SECTION 31 23 00.00 09

EXCAVATION

PART 1 GENERAL

1.1 SUBMITTALS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 HAUL ROADS

3.2 EXCAVATION IN BORROW AREAS

3.2.1 General

3.2.1.1 Equipment

3.2.2 Borrow Areas

3.2.2.1 Requirements

3.2.2.2 Borrow Area Locations

3.3 DISPOSITION OF MATERIALS

3.3.1 Suitable Materials

3.3.2 Unsuitable Materials

3.3.3 Temporary Stockpiles

3.4 EXCAVATION IN OTHER AREAS

3.4.1 General

3.5 DEGRADING EXISTING LEVEES

3.5.1 Embankments Not to be Disturbed

3.5.2 Unauthorized Excavation of Existing Levee or Berm

-- End of Section Table of Contents --

SECTION 31 23 00.00 09 Page 1 Revised By Amendment 0002

SECTION 31 23 00.00 09

EXCAVATION

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for all submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Excavation Plan

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 HAUL ROADS

Haul roads between borrow areas and fill areas shall meet the minimum requirements specified herein. At no additional cost to the Government, the Contractor shall increase the minimum specified requirements as necessary, due to job site conditions, to assure safe operations. Whenever practical, one-way haul roads shall be used. Haul roads used for this work shall comply with the following:

(a) One-way haul roads for off-the-road haulage equipment; (e.g., belly dumps, scrapers, and off-the-road trucks) shall have a minimum usable width of 25 feet. One-way haul roads for over-the-road haulage equipment (e.g., dump trucks, etc.) shall have a minimum usable width of 15 feet.

When it is impractical to obtain the specified minimum widths for one-way haul roads, a usable width of not less than 10 feet may be approved, provided a positive means of traffic control is implemented.

Such positive means shall include signs, signals, or signalmen and an effective means of speed control.

(b) Two-way haul roads for off-the-road haulage equipment shall have a minimum usable width of 60 feet. Two-way haul roads for over-the-road haulage equipment shall have a minimum usable width of 30 feet.

(c) Haul roads shall be maintained to keep the surface free from potholes, ruts and similar conditions that could result in unsafe conditions. Haul roads shall be maintained free of all construction related debris, including loose riprap.

(d) Curves and changes in grade shall allow a minimum sight distance of 200 feet for one-way haul roads and 300 feet for two-way haul roads. Sight distance is defined as the centerline distance an equipment operator (4.5 feet above the road surface) can see an object

SECTION 31 23 00.00 09 Page 2

4.5 feet above the road surface. When conditions make it impractical to obtain the required minimum sight distances (e.g., ramps over levees), a positive means of traffic control shall be implemented.

(e) Dust abatement shall permit observation of objects on the roadway at a minimum distance of 300 feet.

(f) Haul roads shall have the edges of the usable portion marked with posts at intervals not greater than 50 feet on curves and not greater than 200 feet elsewhere. Such markers shall extend 6 feet above the road surface, and for nighttime haulage shall be provided with reflectors in both directions.

(g) Haul roads shall not block or impede drainage in or through the right-of-way. The Contractor is responsible for any damages resulting from haul roads blocking or impeding drainage. (See the Contract Clause PERMITS AND RESPONSIBILITIES.)

3.2 EXCAVATION IN BORROW AREAS

3.2.1 General

The rights-of-way and earth materials for constructing the work will be furnished without cost to the Contractor, at locations specified herein and shown on the drawings. Notwithstanding any other provision of this contract, the Contractor is required to obtain all borrow material from the Government furnished borrow areas, ditches and other required excavations.

Contractor furnished borrow areas will not be permitted.

3.2.1.1 Equipment

The Contractor shall provide the types of equipment as necessary to perform the required excavation according to the in situ conditions of the borrow area.

3.2.2 Borrow Areas

3.2.2.1 Requirements

Borrow areas shall conform to requirements prescribed herein and as shown on the drawings. The material necessary for the construction of the embankments shall be procured from borrow areas and required excavations by haulage or otherwise. The permissible excavation depths in the borrow areas are indicated on the drawings, but the right is reserved, in accordance with the Contract Clause CHANGES, to modify the permissible depths in accordance with subsurface conditions determined as the work proceeds. Excavation to the permissible depths may require excavation below the ground water table. The bottom of the borrow areas excavated under this contract shall be dressed to the extent necessary to provide a reasonably smooth surface that can readily be traversed by a 50 to 60-horsepower farm tractor pulling a rotary-type pasture mower and sloped to provide surface drainage to the low side of the borrow area as soon as all usable materials have been removed or the Contractor has completed the use of the borrow area. Abrupt changes in grade shall be avoided.

Unsuitable material wasted in the borrow areas shall be sloped to drain.

Any excavation below the depths and slopes specified herein or shown on the drawings shall be backfilled by the Contractor, at no cost to the Government, to the specified permissible excavation line, with suitable material placed and compacted in accordance with Section 31 24 00.00 09

SECTION 31 23 00.00 09 Page 3

EMBANKMENT, paragraph SEMICOMPACTED EMBANKMENT. The borrow areas excavated under this contract shall be drained of water regardless of its source, including subsurface water, and kept free of water during excavation, as excavation will not be permitted in water nor shall excavated material be scraped, dragged or otherwise moved through water. Drainage of borrow areas shall be accomplished by ditching, sump pumping or other approved methods. The borrow areas excavated under this contract and inundated from high river stages shall be drained and allowed to dry to a workable condition as quickly as practicable after the high river stage has passed.

No additional payment will be made for keeping the borrow areas drained and free of water during excavation. The Contractor, at his option, may use rights-of-way for drainage other than those furnished by the Government provided that no additional clearing is required and their location and dimensions are approved by the Contracting Officer, and provided that the Contractor has obtained the rights-of-way in accordance with Section 01 00 00.00 09 GENERAL CONTRACT REQUIREMENTS, paragraph RIGHTS-OF-WAY.

Except as required by variable right-of-way widths, abrupt changes in borrow area alignment shall be avoided. To conserve arable land and make optimum use of available borrow, the excavation of the borrow areas, except for traverses as specified in paragraph TRAVERSES, shall be made continuous throughout the length of the borrow areas to the permissible borrow depths, and at the width necessary to provide the required quantity of suitable material, and in such manner that all suitable available material within the required width will be utilized. The Contractor shall submit an excavation plan for approval by the Contracting Officer and shall not begin excavation until the Contracting Officer's approval has been received. The plan shall contain, as a minimum, the following:

a.The Contractor's proposals for implementing Section 01 57 20.00 09 ENVIRONMENTAL PROTECTION insofar as that section applies to borrow areas.

b.The Contractor's proposed methods for draining and keeping the borrow areas free of water during excavation under this contract.

c.The Contractor's proposed methods for draining borrow areas excavated under this contract which may be inundated by high river stages.

d.A statement indicating whether the Contractor proposes to use:

(1) Government-furnished rights-of-way for drainage;

(2) Contractor-furnished rights-of-way for drainage; or

(3) A combination of Government-furnished and Contractor-furnished rights-of-way for drainage.

e.For Contractor-furnished rights-of-way for drainage, the plan shall contain all of the information required by paragraph REQUIREMENTS and the Contractor's proposals for implementing Section 01 57 20.00 09 ENVIRONMENTAL PROTECTION, insofar as that section applies to rights-of-way for drainage.

f.The Contractor's proposals for conserving arable land and for making optimum use of available borrow, including the Contractor's proposed methods for smoothing the bottom of the borrow areas after having completed use of the borrow areas.

SECTION 31 23 00.00 09 Page 4

3.2.2.2 Borrow Area Locations

Borrow areas shall be located as shown on the drawings.

3.3 DISPOSITION OF MATERIALS

3.3.1 Suitable Materials

Excavated materials which are suitable for incorporation in the levee embankment or other required fill or backfill, shall either be placed directly therein, or stockpiled and subsequently used in the levee embankment or other required fill or backfill.

3.3.2 Unsuitable Materials

Materials from required excavation which, as defined in Section 31 24 00.00 09 EMBANKMENT, paragraph UNSUITABLE MATERIALS, are unsuitable for levee embankment or other required fill or backfill material will be ordered wasted and shall be disposed of in abandoned portions of borrow areas. This unsuitable material shall be shaped so that its surface is free from abrupt changes in grade and shall be sloped to drain. Where possible, unsuitable materials in borrow areas shall not be removed.

3.3.3 Temporary Stockpiles

No material shall be stockpiled on the existing levee or berm. Temporary stockpile areas shall be approved by the Contracting Officer before being used.

3.4 EXCAVATION IN OTHER AREAS

3.4.1 General

Excavation from other areas shall consist of removal of material in preparing the levee embankment foundations to the lines and grades shown on the drawings, removal of materials from ditches and removal of unsuitable materials as defined in Section 31 24 00.00 09 EMBANKMENT, paragraph UNSUITABLE MATERIALS. Whenever unsuitable foundation material is encountered, the unsuitable material shall be removed to the depth directed by the Contracting Officer. Care shall be exercised by the Contractor in excavating to the lines and grades shown and in removing unsuitable materials so as not to excavate below the grades specified or depth directed. Excavation below the lines and grades specified or the depth directed shall be backfilled by the Contractor at no cost to the Government. Such backfill shall be brought to grade with suitable material with each layer placed and compacted as specified in Section 31 24 00.00 09 EMBANKMENT, paragraph SEMICOMPACTED EMBANKMENT. Excavated materials shall be disposed of as specified in paragraph DISPOSITION OF MATERIALS.

3.5 DEGRADING EXISTING LEVEES

3.5.1 Embankments Not to be Disturbed

Existing levees, parts of levees, sublevees, spurs, or other embankments shall not be disturbed except as shown in plans. No separate payment will be made for degrading/excavating existing levees.

SECTION 31 23 00.00 09 Page 5

3.5.2 Unauthorized Excavation of Existing Levee or Berm

Excavation of any portion of the existing levee or berm without written authorization by the Contracting Officer is expressly prohibited. Should such unauthorized excavation occur, the Contractor will be required to cease construction operations and to restore the levee or berm to its original grade and section before further construction operations will be permitted. The restoration shall be made with suitable levee embankment material, placed and compacted as provided in Section 31 24 00.00 09 EMBANKMENT, paragraph SEMICOMPACTED EMBANKMENT, and by and at the expense of the Contractor.

-- End of Section --

SECTION 31 23 00.00 09 Page 6

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THIS SHEET ADDED BY AMENDMENT 0002 8/07/20152

SOLICITATION NO.:

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JLT BSC

FLOOD CONTROL, MISSISSIPPI RIVER AND TRIBUTARIES

W EST BANK MISSISSIPPI RIVER LEVEES

JLT

Glenda J. Hill, P.E.

JUNE 2015

M-15-1084JUNE 2015

CONCORDIA PARISH, LOUISIANA

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8/07/2015REVISED BY AMENDMENT 0002

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FLOOD CONTROL, MISSISSIPPI RIVER AND TRIBUTARIES

W EST BANK MISSISSIPPI RIVER LEVEES

JLT

Glenda J. Hill, P.E.

JUNE 2015

M-15-1084JUNE 2015

CONCORDIA PARISH, LOUISIANA

W ATERPROOF TO UPPER CONCORDIA LAKE

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SOLICITATION NO.:

FILE NAME:

DW N BY: CKD BY:

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D

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FLOOD CONTROL, MISSISSIPPI RIVER AND TRIBUTARIES

W EST BANK MISSISSIPPI RIVER LEVEES

JLT

Glenda J. Hill, P.E.

JUNE 2015

M-15-1084JUNE 2015

CONCORDIA PARISH, LOUISIANA

W ATERPROOF TO UPPER CONCORDIA LAKE

LEVEE ENLARGEMENT AND BERMS

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ELEVATION IN FEET, N.A.V.D. 88

ELEVATION IN FEET, N.A.V.D. 88

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ELEVATION IN FEET, N.A.V.D. 88

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8/07/2015REVISED BY AMENDMENT 0002

SOLICITATION NO.:

FILE NAME:

DW N BY: CKD BY:

DESIGNED BY:

DESCRIPTION

D

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A B

M ARK APPR.

DATE:

FILE NUMBER:

SIZE:

SUBMITTED BY:

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W 912EE-15-B-0005

W 912EE-08-C-xxxx

JLT BSC

FLOOD CONTROL, MISSISSIPPI RIVER AND TRIBUTARIES

W EST BANK MISSISSIPPI RIVER LEVEES

JLT

Glenda J. Hill, P.E.

JUNE 2015

M-15-1084JUNE 2015

CONCORDIA PARISH, LOUISIANA

W ATERPROOF TO UPPER CONCORDIA LAKE

LEVEE ENLARGEMENT AND BERMS

ITEM 374-R

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ELEVATION IN FEET, N.A.V.D. 88

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ELEVATION IN FEET, N.A.V.D. 88

ELEVATION IN FEET, N.A.V.D. 88

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ELEVATION IN FEET, N.A.V.D. 88

ELEVATION IN FEET, N.A.V.D. 88

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ELEVATION IN FEET, N.A.V.D. 88

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8/07/2015REVISED BY AMENDMENT 0002

SOLICITATION NO.:

FILE NAME:

DW N BY: CKD BY:

DESIGNED BY:

DESCRIPTION

D

C

A B

M ARK APPR.

DATE:

FILE NUMBER:

SIZE:

SUBMITTED BY:

PLOT SCALE:PLOT DATE:

DATE M ARK DESCRIPTION

CONTRACT NO.:

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W 912EE-15-B-0005

W 912EE-08-C-xxxx

JLT BSC

FLOOD CONTROL, MISSISSIPPI RIVER AND TRIBUTARIES

W EST BANK MISSISSIPPI RIVER LEVEES

JLT

Glenda J. Hill, P.E.

JUNE 2015

M-15-1084JUNE 2015

CONCORDIA PARISH, LOUISIANA

W ATERPROOF TO UPPER CONCORDIA LAKE

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ELEVATION IN FEET, N.A.V.D. 88

ELEVATION IN FEET, N.A.V.D. 88

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ELEVATION IN FEET, N.A.V.D. 88

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8/07/2015REVISED BY AMENDMENT 0002

SOLICITATION NO.:

FILE NAME:

DW N BY: CKD BY:

DESIGNED BY:

DESCRIPTION

D

C

A B

M ARK APPR.

DATE:

FILE NUMBER:

SIZE:

SUBMITTED BY:

PLOT SCALE:PLOT DATE:

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CONTRACT NO.:

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E

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LEVEE & DRAINAGE SECTION

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W 912EE-15-B-0005

W 912EE-08-C-xxxx

JLT BSC

FLOOD CONTROL, MISSISSIPPI RIVER AND TRIBUTARIES

W EST BANK MISSISSIPPI RIVER LEVEES

JLT

Glenda J. Hill, P.E.

JUNE 2015

M-15-1084JUNE 2015

CONCORDIA PARISH, LOUISIANA

W ATERPROOF TO UPPER CONCORDIA LAKE