YAZOO Levee Plans and Specifications.pdf

FOR SOLICITATION - NOT FOR CONSTRUCTION

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Tunica County, Mississippi

Lee County, Arkansas

MP 38/39

MP 37/38

MP 35/36

Levee

Riverview M ud lin e

Fo x

Is la nd

C ha rli e

Blue Bird

N or th

D ee r

Betty

Lake

South

Loggerhead

Plum

Short

Lloyd

Sherry

C ar p

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Bourbon

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Riverside

Bream

Drum

CandyPe ep er s

Cam pb ell

Be nn ie

Smokey

Valley

Bluebird

Crittenden Co, Arkansas

Lee Co, Arkansas

Phillips Co, Arkansas

St. Francis Co, Arkansas

Coahoma Co, Mississippi

DeSoto Co, Mississippi

Panola Co, MississippiQuitman Co, Mississippi

Tate Co, MississippiTunica Co, Mississippi

Shelby Co, Tennessee

FY20 MRL Yazoo Levee Gravel Resurfacing

0 500 1,000 1,500 2,000 Feet

! Levee Mileposts

Resurfacing Area

Streets

County Boundary

1 inch = 1,000 feet

0 4.5 92.25 Miles

Levee Segment 26 Gravel Resurfacing Length 58 miles Note: 4 inch compacted gravel

Yazoo Levee

SHEET ID

C-116

Location Map

Legend

I

Yazoo Levee Gravel Resurfacing

DEPARTMENT OF THE ARMY

U.S. ARMY CORPS OF ENGINEERS

MEMPHIS DISTRICT

167 NORTH MAIN STREET

MEMPHIS, TN 38103-1894

PROJECT TITLE:

Yazoo Levee Gravel Resurfacing

LOCATION:

DESOTO CO., MS., TUNICA CO., MS. COAHOMA CO., MS.

Yazoo Levee MILEPOST 0/1 TO 37/05+41 AND 37/42+48 TO HWY 49

CONSTRUCTION SOLICITATION AND SPECIFICATIONS:

THIS SOLICITATION IS A WOSB

DATE: MARCH 2020

DOCUMENT 00 00 00.00 11 Page 2

FOR SOLICITATION - NOT FOR CONSTRUCTION

B1ECDBRD

Highlight

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 41 00.00 11

BIDDING SCHEDULE

10/8/15

PART 1 BIDDING SCHEDULE

1.1 LINE ITEMS

1.2 NOTES

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DOCUMENT 00 41 00.00 11 Page 1

DOCUMENT 00 41 00.00 11

BIDDING SCHEDULE

10/8/15

PART 1 BIDDING SCHEDULE

Yazoo Levee Gravel Resurfacing, Gravel Resurfacing, DESOTO CO., MS., TUNICA CO., MS. COAHOMA CO., MS.

1.1 LINE ITEMS

This contract will be awarded as one job 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 "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 ___.__ $ ___.__

0002 Environmental Protection 1 JA ___.__ $ ___.__

0003 Aggregate Surfacing (55.8 miles) 134,170 TN ___.__ $ ___.__

Grand Total Items 0001 thru 0003 $

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.

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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 (job) 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 job adjustment to the total estimated cost, the application of the job adjustment to each unit price, including job units, in bid schedule must be stated, or, if it is not stated, the bidder agrees that the job 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 "DFAR 252.204-7004, Alternate A, System for Award Management (FEB 2014) located in Section 00 70 00.00 11 CONTRACT CLAUSES.

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 11

SUMMARY OF WORK

1/10/08

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.2 EXISTING WORK

1.3 LOCATION OF UNDERGROUND FACILITIES

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

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SECTION 01 11 00.00 11 Page 1

SECTION 01 11 00.00 11

SUMMARY OF WORK

1/10/08

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 levee gravel resurfacing and any incidental related work according to the specifications and plans. The project limits are Yazoo Levee MP 0/1 TO 37/05+41 AND 37/42+48 TO HWY 49 as shown on the plans. The estimated value of the work is between $5,000,000 and $10,000,000.

1.1.2 Location

The work shall be located at DESOTO CO., MS., TUNICA CO., MS. COAHOMA CO., MS., approximately as indicated. The exact location will be indicated on the contract 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.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

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FOR SOLICITATION - NOT FOR CONSTRUCTION