W912EQ21R0013 - SPECIFICATIONS.pdf

BELOW KENNETT SEEPAGE REMEDIATION PHASE 1

FOR SOLICITATION

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 00 00.00 11 DEPARTMENT OF THE ARMY

00 10 00.00 11 INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS

00 41 00.00 11 BIDDING SCHEDULE

00 70 00.00 11 CONTRACT CLAUSE INSERTS

00 80 00.00 11 SPECIAL CONTRACT REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 11 SUMMARY OF WORK

01 22 00.00 11 MEASUREMENT AND PAYMENT

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 45 04.00 11 CONTRACTOR QUALITY CONTROL

01 57 20.00 11 ENVIRONMENTAL PROTECTION

01 57 25.00 11 STORM WATER POLLUTION PREVENTION PLAN

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

01 78 00.00 11 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 31 - EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

31 11 00.00 11 CLEARING

31 14 13.24 11 PRECISION LAND LEVELING

31 23 00.00 12 EXCAVATION

31 24 00.00 12 EMBANKMENT

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 15 00.00 11 AGGREGATE SURFACE COURSE

32 92 32.01 11 ESTABLISHMENT OF TURF

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19.00 11 STONE PROTECTION

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PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DEPARTMENT OF THE ARMY

U.S. ARMY CORPS OF ENGINEERS

-- End of Section Table of Contents --

DOCUMENT 00 00 00.00 11 Page 1

DEPARTMENT OF THE ARMY

U.S. ARMY CORPS OF ENGINEERS

MEMPHIS DISTRICT

167 NORTH MAIN STREET

MEMPHIS, TN 38103-1894

PROJECT TITLE:

ST FRANCIS RIVER LEFT BANK SEEPAGE REMEDIATION, PHASE I DUNKLIN CO., MO

DRAINAIGE DISTRICT 48

LOCATION:

DUNKLIN COUNTY, MISSOURI

CONSTRUCTION SOLICITATION AND SPECIFICATIONS:

THIS IS A SMALL BUSINESS SET-ASIDE

DATE: JULY 2020

DOCUMENT 00 00 00.00 11 Page 2

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 10 00.00 11

INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS

02/05/16

PART 1 GENERAL

DOCUMENT 00 10 00.00 11 Page 1

SECTION 00 10 00.00 11

INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS

02/05/16

PART 1 GENERAL

1 DRAWINGS/SPECIFICATIONS

There will be specifications and drawings 101 sheets in set.

2 PROGRAM DATA

AUTHORITY: The work provided for herein is authorized by the Flood Control Act approved 15 JUN 1936, as amended.

APPROPRIATION: 96X3112 - Flood Control, Mississippi River and Tributaries]

ALLOTMENT: St. Francis Basin - Construction

ESTIMATED VALUE: The estimated value of the proposed work is between $10,000,000 and $25,000,000.

3 SITE VISIT (CONSTRUCTION) (ALTERNATE I) (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, bidders are urged and expected to inspect the site where the work will be performed.

(b) Two site visits will be scheduled. Perspective viewers must contact the Caruthersville Area Office at the number below for show dates, times and meeting place.

(c) Bidders desiring a site visit shall contact:

NAME: Mr. DAIMON MCNEW, Area Engineer ADDRESS: Caruthersville, MO Area Office 706 Harry S. Truman Boulevard Caruthersville, Missouri 63830-1268

TELEPHONE: (573) 333-1043

COLLECT TELEPHONE CALLS WILL NOT BE ACCEPTED.

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DOCUMENT 00 10 00.00 11 Page 2

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

DOCUMENT 00 41 00.00 11 Page 1

DOCUMENT 00 41 00.00 11

BIDDING SCHEDULE

10/8/15

PART 1 BIDDING SCHEDULE

Below Kennett (DD48) Seepage Remediation - Phase I, St. Francis Basin Construction , Dunklin County, Missouri

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 Environmental Protection 1 JA XXX.XX $____.__

0003 Traffic Control and Signage 1 JA XXX.XX $____.__

0004 Relocations and Demolition 1 JA XXX.XX $____.__

0005 Storm Water Pollution Prevention

0005AA Modify and Maintain SWPPP 1 JA XXX.XX $____.__

0005AB Erosion Control Berm 29,000 LF _______ $____.__

0005AC Silt Fence 1,500 LF _______ $____.__

0005AD Rock Check Dams 25 EA _______ $____.__

0005AE Temporary Environmental Seeding 170 AC _______ $____.__

0006 Clearing & Grubbing 26 AC _______ $____.__

0007 Stripping 170 AC _______ $____.__

0008 Establishment of Turf 170 AC _______ $____.__

0009 Excavation 53,000 CY _______ $____.__

0010 Embankment, Semi-compacted 1,200,000 CY _______ $____.__

0011 RipRap (R-200) 2,740 TN _______ $____.__

DOCUMENT 00 41 00.00 11 Page 2

ITEM DESCRIPTION Estimated Unit Quantity Unit Price Amount

0012 Bedding Material 870 TN _______ $____.__

0013 Aggregate Surfacing 2,900 TN _______ $____.__

0014 Geotextile (Non-woven) 9,500 SY _______ $____.__

0015 Storm Drainage Pipe

0015AA 7ft x 3ft RCBC 45 LF _______ $____.__

0015AB 5ft x 3ft RCBC 51 LF _______ $____.__

0015AC 60in RCP 56 LF _______ $____.__

0015AD 54in RCP 96 LF _______ $____.__

0015AE 48in CMP 120 LF _______ $____.__

0015AF 48in RCP 69 LF _______ $____.__

0015AG 42in CMP 228 LF _______ $____.__

0015AH 36in CMP 165 LF _______ $____.__

0015AI 30in CMP 143 LF _______ $____.__

0015AJ 24in CMP 69 LF _______ $____.__

0016 Flap Gate

0016AA 30in Diameter 1 EA _______ $____.__

0017 108in Diameter Manhole 1 EA _______ $____.__

0018 Precision Land Leveling

0018AA Field 1(Tract 117E-2) 30.8 AC _______ $____.__

0018AB Field 2(Tract 113) 11.1 AC _______ $____.__

0018AC Field 3(Tract 111) 68.3 AC _______ $____.__

0018AD Field 4(Tract 106E-3) 53.6 AC _______ $____.__

0018AE Filed 5(Tract 105E-2) 21.5 AC _______ $____.__

0018AF Field 6(Tract 104E-2) 65.7 AC _______ $____.__

0018AG Field 7(Tract 101E-2) 35.5 AC _______ $____.__

Grand Total Items 0001 thru 0018 $_______.__

DOCUMENT 00 41 00.00 11 Page 3

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 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 "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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DOCUMENT 00 41 00.00 11 Page 4

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 70 00.00 11

CONTRACT CLAUSE INSERTS

6/16

PART 1 GENERAL

1.1 SUBMITTALS

1.2 FAR 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

(APR 1984)

1.3 FAR 52.211-12 LIQUIDATED DAMAGES CONSTRUCTION (SEP 2000)

1.4 FAR 52.211-18 VARIATION IN ESTIMATED QUANTITIES (APR 1984)

1.5 FAR 52.228-5 INSURANCE - WORK ON A GOVERNMENT INSTALLATION (JAN

1997)

1.6 FAR 52.236-1 PERFORMANCE OF WORK BY THE CONTRACTOR (APR 1984)

1.7 FAR 52.236-5 MATERIAL AND WORKMANSHIP (APR 1984)

1.8 FAR 52.236-4 PHYSICAL DATA (APR 1984)

1.9 FAR 52.236-21 SPECIFICATION AND DRAWING FOR CONSTRUCTION (FEB 1997)

1.10 FAR 52.236-16 QUANTITY SURVEYS-ALTERNATE I (APR 1984)

1.11 FAR 52.246-21 WARRANTY OF CONSTRUCTION (MAR 1994)

1.12 FAR 52.249-10 DEFAULT (FIXED-PRICE CONSTRUCTION)(APR 1984)

1.13 DFARS 252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

1.14 DFARS 52.236-7004 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION (DEC

1991)

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

DOCUMENT 00 70 00.00 11 Page 1

SECTION 00 70 00.00 11

CONTRACT CLAUSE INSERTS

6/16

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for 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-07 Certificates

Certificate or Written Evidence of Insurance; G

Field Notes and All Other Records Relating to the Survey; G

1.2 FAR 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 665 calendar days after the date of receipt by him of notice to proceed. The time stated for completion shall include final cleanup of the premises. (FAR 52.211 10)

1.3 FAR 52.211-12 LIQUIDATED DAMAGES CONSTRUCTION (SEP 2000)

a. If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of, $1,680.00 for each calendar day of delay until the work is completed or accepted.

b. If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed.

These liquidated damages are in addition to excess costs of repurchase under the Termination clause. (FAR 52.211-12)

1.4 FAR 52.211-18 VARIATION IN ESTIMATED QUANTITIES (APR 1984)

If the quantity of a unit-priced item in this contract is an estimated quantity and the actual quantity of the unit-priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 115 percent or below 85 percent of the estimated quantity. If the quantity variation is such as to cause an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time, to be received by the Contracting Officer within 10 days from the beginning of the delay, or within such further period as may be granted by the Contracting Officer before the date of

DOCUMENT 00 70 00.00 11 Page 2 final settlement of the contract. Upon the receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date as, in the judgment of the Contracting Officer, is justified.

1.5 FAR 52.228-5 INSURANCE - WORK ON A GOVERNMENT INSTALLATION (JAN 1997)

a. The Contractor shall, at its own expense, provide and maintain during the entire performance of this contract, at least the kinds and minimum amounts of insurance required in (d) below.

b. Before commencing work under this contract, the Contractor shall notify the Contracting Officer in writing that the required insurance has been obtained. The policies evidencing required insurance shall contain an endorsement to the effect that any cancellation or any material change adversely affecting the Government's interest shall not be effective.

(1) For such period as the laws of the State in which this contract is to be performed prescribe; or

(2) Until 30 days after the insurer or the Contractor gives written notice to the Contracting Officer, whichever period is longer.

c. The Contractor shall insert the substance of this clause, including this paragraph (c), in subcontracts under this contract that require work on a Government installation and shall require subcontractors to provide and maintain the insurance required in the Schedule or elsewhere in the contract. The Contractor shall maintain a copy of all subcontractors' proofs of required insurance, and shall make copies available to the Contracting Officer upon request. (FAR 52.228-5)

d. The Contractor shall furnish to the Contracting Officer a Certificate or Written Evidence of Insurance. The following is the minimum amount of insurance required:

Type Amount Workmen's Compensation and $100,000 or statutory Employer's Liability Insurance

Comprehensive:

General Liability $1,000,000 per occurrence Automobile Liability:

(1) Bodily Injury $200,000 per person $500,000 per occurrence

(2) Property Damage $50,000 per occurrence

1.6 FAR 52.236-1 PERFORMANCE OF WORK BY THE CONTRACTOR (APR 1984)

The Contractor shall perform on the site, and with its own organization, work equivalent to at least 15 percent of the total amount of work to be performed under the contract. This percentage may be reduced by a supplemental agreement to this contract if, during performance of the work, the Contractor requests a reduction and the Contracting Officer determines that the reduction would be to the advantage of the Government. (FAR

52.236 1)

1.7 FAR 52.236-5 MATERIAL AND WORKMANSHIP (APR 1984)

a. All equipment, material, and articles incorporated into the work

DOCUMENT 00 70 00.00 11 Page 3 covered by this contract shall be new and of the most suitable grade for the purpose intended, unless otherwise specifically provided in this contract. References in the specifications to equipment, material, articles, or patented processes by trade name, make, or catalog number, shall be regarded as establishing a standard of quality and shall not be construed as limiting competition. The Contractor may, at its option, use any equipment, material, article, or process that, in the judgment of the Contracting Officer, is equal to that named in the specifications, unless otherwise specifically provided in this contract.

b. The Contractor shall obtain the Contracting Officer’s approval of the machinery and mechanical and other equipment to be incorporated into the work. When requesting approval, the Contractor shall furnish to the Contracting Officer the name of the manufacturer, the model number, and other information concerning the performance, capacity, nature, and rating of the machinery and mechanical and other equipment. When required by this contract or by the Contracting Officer, the Contractor shall also obtain the Contracting Officer’s approval of the material or articles which the Contractor contemplates incorporating into the work. When requesting approval, the Contractor shall provide full information concerning the material or articles. When directed to do so, the Contractor shall submit samples for approval at the Contractor’s expense, with all shipping charges prepaid. Machinery, equipment, material, and articles that do not have the required approval shall be installed or used at the risk of subsequent rejection.

c. All work under this contract shall be performed in a skillful and workmanlike manner. The Contracting Officer may require, in writing, that the Contractor remove from the work any employee the Contracting Officer deems incompetent, careless, or otherwise objectionable.

1.8 FAR 52.236-4 PHYSICAL DATA (APR 1984)

Data and information furnished or referred to below are for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

a. Physical Conditions. The indications of physical conditions on the drawings and in the specifications are the result of site investigations by aerial photographs and topographic surveys.

b. Weather Conditions. Information with respect to temperatures and precipitation may be obtained from the National Weather Service. Also see the Special Contract Requirements Paragraph entitled TIME EXTENSIONS FOR

UNUSUALLY SEVERE WEATHER.

c. Transportation Facilities. Access to the site is provided from Missouri Hwy. 84, county road 525, and county road 513.

d. Additional Data. Additional data consisting of records of borings, and boring samples may be available for inspection at the U.S. Army Corps of Engineers District office in Memphis, Tennessee. (FAR 52.236 4)

1.9 FAR 52.236-21 SPECIFICATION AND DRAWING FOR CONSTRUCTION (FEB 1997)

a. The Contractor shall keep on the work site a copy of the drawings and specifications and shall at all times give the Contracting Officer access

DOCUMENT 00 70 00.00 11 Page 4 thereto. Anything mentioned in the specifications and not shown on the drawings, or shown on the drawings and not mentioned in the specifications, shall be of like effect as if shown or mentioned in both. In case of difference between drawings and specifications, the specifications shall govern. In case of discrepancy in the figures, in the drawings, or in the specifications, the matter shall be promptly submitted to the Contracting Officer, who shall promptly make a determination in writing. Any adjustment by the Contractor without such a determination shall be at its own risk and expense. The Contracting Officer shall furnish from time to time such detailed drawings and other information as considered necessary, unless otherwise provided.

b. Wherever in the specifications or upon the drawings the words “directed,” “required,” “ordered,” “designated,” “prescribed,” or words of like import are used, it shall be understood that the “direction,” “requirement,” “order,” “designation,” or “prescription,” of the Contracting Officer is intended and similarly the words “approved,” “acceptable,” “satisfactory,” or words of like import shall mean “approved by,” or “acceptable to,” or “satisfactory to” the Contracting Officer, unless otherwise expressly stated.

c. Where “as shown,” “as indicated,” “as detailed,” or words of similar import are used, it shall be understood that the reference is made to the drawings accompanying this contract unless stated otherwise. The word “provided” as used herein shall be understood to mean “provide complete in place,” that is “furnished and installed.”

d. Shop drawings means drawings, submitted to the Government by the Contractor, subcontractor, or any lower tier subcontractor pursuant to a construction contract, showing in detail (1) the proposed fabrication and assembly of structural elements, and (2) the installation (i.e., fit, and attachment details) of materials or equipment. It includes drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, and similar materials furnished by the contractor to explain in detail specific portions of the work required by the contract. The Government may duplicate, use, and disclose in any manner and for any purpose shop drawings delivered under this contract.

e. If this contract requires shop drawings, the Contractor shall coordinate all such drawings, and review them for accuracy, completeness, and compliance with contract requirements and shall indicate its approval thereon as evidence of such coordination and review. Shop drawings submitted to the Contracting Officer without evidence of the Contractor’s approval may be returned for resubmission. The Contracting Officer will indicate an approval or disapproval of the shop drawings and if not approved as submitted shall indicate the Government’s reasons therefore.

Any work done before such approval shall be at the Contractor’s risk.

Approval by the Contracting Officer shall not relieve the Contractor from responsibility for any errors or omissions in such drawings, nor from responsibility for complying with the requirements of this contract, except with respect to variations described and approved in accordance with (f) of this clause.

f. If shop drawings show variations from the contract requirements, the Contractor shall describe such variations in writing, separate from the drawings, at the time of submission. If the Contracting Officer approves any such variation, the Contracting Officer shall issue an appropriate contract modification, except that, if the variation is minor or does not involve a change in price or in time of performance, a modification need

DOCUMENT 00 70 00.00 11 Page 5 not be issued.

g. The Contractor shall submit to the Contracting Officer for approval four copies (unless otherwise indicated) of all shop drawings as called for under the various headings of these specifications. Three sets (unless otherwise indicated) of all shop drawings, will be retained by the Contracting Officer and one set will be returned to the Contractor.

1.10 FAR 52.236-16 QUANTITY SURVEYS-ALTERNATE I (APR 1984)

a. Quantity surveys shall be conducted, and the data derived from these surveys shall be used in computing the quantities of work performed and the actual construction completed and in place.

b. The Contractor shall conduct the original and final surveys for any periods for which progress payments are requested. All these surveys shall be conducted under the direction of a representative of the Contracting Officer, unless the Contracting Officer waives this requirement in a specific instance. The Government shall make such computations as are necessary to determine the quantities of work performed or finally in place. The Contractor shall make the computations based on the surveys for any periods for which progress payments are requested.

c. Promptly upon completing a survey, the Contractor shall furnish the originals of all Field Notes and All Other Records Relating to the Survey or to the layout of the work to the Contracting Officer, who shall use them as necessary to determine the amount of progress payments. The Contractor shall retain copies of all such material furnished to the Contracting Officer. (FAR 52.236 16)

1.11 FAR 52.246-21 WARRANTY OF CONSTRUCTION (MAR 1994)

a. In addition to any other warranties in this contract, the Contractor warrants, except as provided in paragraph i. of this clause, that work performed under this contract conforms to the contract requirements and is free of any defect in equipment, material, or design furnished, or workmanship performed by the Contractor or any subcontractor or supplier at any tier.

b. This warranty shall continue for a period of one year from the date of final acceptance of the work. If the Government takes possession of any part of the work before final acceptance, this warranty shall continue for a period of one year from the date the Government takes possession.

c. The Contractor shall remedy at the Contractor's expense any failure to conform, or any defect. In addition, the Contractor shall remedy at the Contractor's expense any damage to Government owned or controlled real or personal property, when that damage is the result of--

(1) The Contractor's failure to conform to contract requirements; or

(2) Any defect of equipment, material, workmanship, or design furnished.

d. The Contractor shall restore any work damaged in fulfilling the terms and conditions of this clause. The Contractor's warranty with respect to

DOCUMENT 00 70 00.00 11 Page 6 work repaired or replaced will run for one year from the date of repair or replacement.

e. The Contracting Officer shall notify the Contractor, in writing, within a reasonable time after the discovery of any failure, defect, or damage.

f. If the Contractor fails to remedy any failure, defect, or damage within a reasonable time after receipt of notice, the Government shall have the right to replace, repair, or otherwise remedy the failure, defect, or damage at the Contractor's expense.

g. With respect to all warranties, expressed or implied, from subcontractors, manufacturers, or suppliers for work performed and materials furnished under this contract, the Contractor shall

(1) Obtain all warranties that would be given in normal commercial practice;

(2) Require all warranties to be executed, in writing, for the benefit of the Government, if directed by the Contracting Officer; and

(3) Enforce all warranties for the benefit of the Government, if directed by the Contracting Officer.

h. In the event the Contractor's warranty under paragraph (b) of this clause has expired, the Government may bring suit at its expense to enforce a subcontractor's, manufacturer's, or supplier's warranty.

i. Unless a defect is caused by the negligence of the Contractor or subcontractor or supplier at any tier, the Contractor shall not be liable for the repair of any defects of material or design furnished by the Government nor for the repair of any damage that results from any defect in Government furnished material or design.

j. This warranty shall not limit the Government's rights under the Inspection and Acceptance clause of this contract with respect to latent defects, gross mistakes, or fraud. (FAR 52.246-21)

1.12 FAR 52.249-10 DEFAULT (FIXED-PRICE CONSTRUCTION)(APR 1984)

a. If the Contractor refuses or fails to prosecute the work or any separable part, with the diligence that will insure its completion within the time specified in this contract including any extension, or fails to complete the work within this time, the Government may, by written notice to the Contractor, terminate the right to proceed with the work (or the separable part of the work) that has been delayed. In this event, the Government may take over the work and complete it by contract or otherwise, and may take possession of and use any materials, appliances, and plant on the work site necessary for completing the work. The Contractor and its sureties shall be liable for any damage to the Government resulting from the Contractor’s refusal or failure to complete the work within the specified time, whether or not the Contractor’s right to proceed with the work is terminated. This liability includes any increased costs incurred by the Government in completing the work.

b. The Contractor’s right to proceed shall not be terminated nor the Contractor charged with damages under this clause, if—

(1) The delay in completing the work arises from

DOCUMENT 00 70 00.00 11 Page 7 unforeseeable causes beyond the control and without the fault or negligence of the Contractor. Examples of such causes include—

(i) Acts of God or of the public enemy,

(ii) Acts of the Government in either its sovereign or contractual capacity,

(iii) Acts of another Contractor in the performance of a contract with the Government,

(iv) Fires,

(v) Floods,

(vi) Epidemics,

(vii) Quarantine restrictions,

(viii) Strikes,

(ix) Freight embargoes,

(x) Unusually severe weather, or

(xi) Delays of subcontractors or suppliers at any tier arising from unforeseeable causes beyond the control and without the fault or negligence of both the Contractor and the subcontractors or suppliers; and

(2) The Contractor, within 10 days from the beginning of any delay (unless extended by the Contracting Officer), notifies the Contracting Officer in writing of the causes of delay. The Contracting Officer shall ascertain the facts and the extent of delay. If, in the judgment of the Contracting Officer, the findings of fact warrant such action, the time for completing the work shall be extended. The findings of the Contracting Officer shall be final and conclusive on the parties, but subject to appeal under the Disputes clause.

c. If, after termination of the Contractor’s right to proceed, it is determined that the Contractor was not in default, or that the delay was excusable, the rights and obligations of the parties will be the same as if the termination had been issued for the convenience of the Government.

d. The rights and remedies of the Government in this clause are in addition to any other rights and remedies provided by law or under this contract.

1.13 DFARS 252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

a. The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

b. The Contractor shall

(1) Check all drawings immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph b; and

DOCUMENT 00 70 00.00 11 Page 8

(5) Reproduce and print contract drawings and specifications as needed

c. In general-

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

d. Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such work as if fully and correctly set forth and described in the drawings and specifications.

e. The work shall conform to the specifications and the contract drawings identified on the following index of drawings that appears below:

ST. FRANCIS RIVER LEFT BANK,

SEEPAGE REMEDIATION, PHASE I,

DUNKLIN COUNTY, MISSOURI

INDEX TO DRAWINGS

TITLE DRAWING NUMBER

COVER SHEET G-001

LEGEND, NOTES, ETC. G-002

BENCHMARK TABLE G-003

ALIGNMENT AND LAYOUT TABLES G-004

DITCH CENTERLINE ALIGNMENT TABLES G-005

ROAD-RAMP CENTERLINE ALIGNMENT TABLES G-006

BORING LEGEND B-001

BORING LOGS B-002 THRU B-007

OVERALL RELOCATION & DEMOLITION LAYOUT PLAN CD-100

RELOCATION & DEMOLITION PLAN CD-101 THRU CD-109

CONSTRUCTION CONTRACT LIMIT LINE C-001

CONSTRUCTION CONTRACT LIMIT LINE LAYOUT C-002 THRU C-005

CONSTRUCTION CONTRACT LIMIT LINE SEGMENT DATA TABLE C-006

BORROW PIT NO. 1 PLAN C-007

BORROW PIT NO. 2 PLAN C-008

OVERALL BERM LAYOUT C-100

BERM PLAN AND PROFILE C-101 THRU C-106

DITCH 4 PLAN & PROFILE C-120 THRU C-122

DITCH 5 PLAN & PROFILE C-123 THRU C-126

DITCH 6A PLAN & PROFILE C-127 THRU C-128

DITCH 6B PLAN & PROFILE C-129

DITCH 7 PLAN & PROFILE C-130 THRU C-131

DITCH 8A PLAN & PROFILE C-132 THRU C-133

DITCH 8B PLAN & PROFILE C-134

RAMP 1 PLAN & PROFILE C-150 THRU C-151

RAMP 1A PLAN & PROFILE C-152

RAMP 1B PLAN & PROFILE C-153

RAMP 2 PLAN & PROFILE C-154 THRU C-156

RAMP 2A PLAN & PROFILE C-157

RAMP 2B PLAN & PROFILE C-158

FIELD 1 REGRADING C-160

FIELD 2 REGRADING C-161

DOCUMENT 00 70 00.00 11 Page 9

FIELD 3 REGRADING C-162

FIELD 4 REGRADING C-163

FIELD 5 REGRADING C-164

FIELD 6 REGRADING C-165

TYPICAL SECTION C-300

CROSS-SECTIONS C-301 THRU C-316

DITCH 4 - CULVERT ENLARGEMENTS C-400

DITCH 4 & 5 - CULVERT ENLARGEMENTS C-401

DITCH 5 & 6A - CULVERT ENLARGEMENTS C-402

DITCH 5 & 6A & 7 - CULVERT ENLARGEMENTS C-403

DITCH 7 - CULVERT ENLARGEMENTS C-404

DITCH 8A & 8B - CULVERT ENLARGEMENTS C-405

DETAILS C-500 THRU C-505

TRAFFIC CONTROL PLAN C-600 THRU C-602

ST. FRANCIS RIVER HYDROGRAPH X-100

1.14 DFARS 52.236-7004 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION (DEC

1991)

a. The Government will pay all costs for the mobilization and demobilization of all of the Contractor's plant and equipment at the contract lump sum price for this item.

(1) Sixty percent of the lump sum price upon completion of the Contractor's mobilization at the work site.

(2) The remaining 40 percent upon completion of demobilization.

b. The Contracting Officer may require the Contractor to furnish cost data to justify this portion of the bid if the Contracting Officer believes that the percentages in paragraphs (a) (1) and (2) of this clause do not bear a reasonable relation to the cost of the work in this contract.

(1) Failure to justify such price to the satisfaction of the Contracting Officer will result in payment, as determined by the Contracting Officer, of

(i) Actual mobilization costs at completion of mobilization;

(ii) Actual demobilization costs at completion of demobilization;

and

(iii) The remainder of this item in the final payment under this contract.

(2) The Contracting Officer's determination of the actual costs in paragraph b (1) of this clause is not subject to appeal. (DFARS 252.236-7004)

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

DOCUMENT 00 70 00.00 11 Page 10

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 80 00.00 11

SPECIAL CONTRACT REQUIREMENTS

03/16

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 EXCLUSION PERIODS IN COMPUTING COMPLETION SCHEDULES

1.4 EXCEPTION TO LIQUIDATED DAMAGES

1.5 RIGHTS-OF-WAY

1.6 LAYOUT OF WORK

1.7 PROGRESS CHART

1.8 SAFETY RELATED SPECIAL REQUIREMENTS

1.9 CERTIFICATES OF COMPLIANCE

1.10 CONTRACTOR'S CERTIFICATE

1.11 SHOP DRAWINGS

1.12 AS-BUILT DRAWINGS

1.13 DAMAGE TO WORK

1.14 NOTIFICATION OF AREA ENGINEER BEFORE BEGINNING WORK

1.15 RETESTING OF CONSTRUCTION MATERIALS

1.16 VEHICLE WEIGHT LIMITATIONS

1.17 OBSTRUCTIONS

1.18 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)

1.19 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

1.20 STONE SOURCES

1.21 FIELD OFFICE BUILDING

1.22 HAUL ROADS

1.23 TEMPORARY PROJECT FENCING

1.24 MAINTENANCE OF TRAFFIC

1.25 COOPERATION WITH OTHERS

1.26 1.27

SUNDAY, HOLIDAY AND NIGHT WORK

1.28

SECURITY REQUIREMENTS

1.29

STORAGE OF EQUIPMENT AND MATERIALS

1.30

UTILITY SERVICES

1.31

COMMERCIAL WARRANTY

1.32

PAYMENT FOR MATERIAL STORED OFF-SITE

1.33

WORK IN QUARANTINED AREA

1.34

FLOOD EMERGENCY

1.35

PATENTS, PROPRIETARY RIGHTS

1.36

PROTECTION OF MATERIALS AND WORK

1.37

EXISTING FLOOD PROTECTION

1.38

FINAL ACCEPTANCE

1.39

INSPECTION

DESIGNATED BILLING OFFICE

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

DOCUMENT 00 80 00.00 11 Page 1

DOCUMENT 00 80 00.00 11 Page 2

SECTION 00 80 00.00 11

SPECIAL CONTRACT REQUIREMENTS

03/16

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this section to the extent referenced:

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) SAFETY AND HEALTH REQUIREMENTS

MANUAL

ER 1110-1-5 PLANT PEST QUARANTINED AREAS AND FOREIGN

SOIL SAMPLES

ER 415-1-15 CONSTRUCTION TIME EXTENSIONS FOR WEATHER

1.2 SUBMITTALS

Government approval is required for 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; G

Activity Hazard Analysis; G

Accident Prevention Program; G

Hazard Communication Program; G

List of all Personnel, Vehicles and Equipment; G

SD-02 Shop Drawings

Shop Drawings

SD-03 Product Data

Material Safety Data Sheets of Each Substance

SD-05 Design Data

Pre-Construction Surveys; G, EC-D

Post-Construction Surveys; G, EC-D

SD-11 Closeout Submittals

DOCUMENT 00 80 00.00 11 Page 3

Final As-Built Drawings; G

Findings of the Accident Investigation

1.3 EXCLUSION PERIODS IN COMPUTING COMPLETION SCHEDULES

No work will be required during the period between 01 DEC and 31 MAY, inclusive. This period has not been considered in computing the time allowed for completion in accordance with the contract clause entitled "COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK". The Contractor may, however, perform work during all or any part of the non work period provided that he has received prior approval therefor, in writing, from the Contracting Officer. In the event that the Contractor's operations are suspended at the beginning of or during this period, the Contracting Officer reserves the right to direct the Contractor to restore the work area to at least the level of flood protection existing prior to the Contractor's operations in the area, in accordance with the procedures of the paragraphs entitled FLOOD EMERGENCY and EXISTING FLOOD PROTECTION as applicable, all at no additional cost to the Government.

1.4 EXCEPTION TO LIQUIDATED DAMAGES

The Contractor's obligations specified in paragraphs 1.5 FAR 52.211-12 Liquidated Damages Construction of Section 00 70 00.00 11 CONTRACT CLAUSE INSERTS and the requirements of Section 32 92 32.00 11 ESTABLISHMENT OF TURF are exempt from liquidated damages.

1.5 RIGHTS-OF-WAY

a. The rights-of-way and easements for the work to be constructed under this contract within the limits indicated on the drawings will be provided by the Government without cost to the Contractor. However, the Contractor shall make his own arrangements with the appropriate owners or organizations for transporting his equipment across, over or under railroad tracks, highways, bridges, private property, and utility lines and shall provide at his own expense any additional right-of-way or easements required to effect such crossings, including insurance requirements of owners. Limits of right-of-way which will be provided by the Government are as indicated on the drawings. The Contractor shall layout the project right-of-way so that the right-of-way is easily identified in the field.

All right-of-way markers shall remain in place throughout the life of the project and shall be removed prior to final acceptance, as directed by the Contracting Officer.

b. The Contractor shall, upon reasonable notice, without expense to the Government and at any time during the progress of the work when not being actively used for contract operations, promptly vacate and clean up any part of the Government grounds that have been allotted to or have been in use by him when directed to do so by the Contracting Officer.

c. The Contractor shall not obstruct any existing roads on the lands controlled by the United States except with the permission of the Contracting Officer, and shall maintain such roads in as good condition as exists at the time of commencement of the work.

d. Any additional right-of-way required for access or for the Contractor's method of operation must be obtained by and at the expense of the Contractor. The Contractor shall submit written evidence to the Contracting Officer that he has obtained the rights-of-way from the

DOCUMENT 00 80 00.00 11 Page 4 property owners. The written evidence shall consist of an Authenticated Copy of the Conveyance under which the Contractor Acquired the Rights-of-Way, prepared and executed in accordance with the laws of the State or States in which the work is being performed. If temporary rights are obtained by the Contractor, the period of time shall coincide with the contract clause entitled, "COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK", of Section 00 70 00.00 11 CONTRACT CLAUSES, plus a reasonable time for any extension granted for completion of the work. The Contractor shall be solely responsible for any and all damages, claims for damages, and liability of any nature whatsoever arising from or growing out of the use of rights-of-way other than those rights-of-way furnished by the Government.

e. The Contractor shall repair, at his own expense, any and all damage to the existing roads when such damage is a result of his operations on this contract. The Contractor shall also replace, at his own expense, any and all surfacing displaced or damaged by his operations on this contract. The repairs and/or replacement shall be done to the satisfaction of the Contracting Officer.

f. Levee will be shut down during construction operations for ease of construction, safety, and security reasons for the successful construction of the project. Contractor is required to coordinate with local township road department to notify them of when construction is on-going or paused for weather or high water so that the levee can be re-opened to traffic.

1.6 LAYOUT OF WORK

a. The Government will re-establish the following baselines and benchmarks at the site of the work:

(1) The baseline as shown on the drawings.

(2) The benchmarks as shown on the drawings.

b. From the baselines and benchmarks established by the Government, the Contractor shall complete the layout of the work and shall be responsible for all measurements that may be required for the execution of the work to the location and limit marks prescribed in the specifications or on the contract drawings, subject to such modifications as the Contracting Officer may require to meet changed conditions or as a result of necessary modifications to the contract work.

c. The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and materials, and all labor as may be required in laying out any part of the work. It shall be the responsibility of the Contractor to maintain and preserve all stakes and marks established by the Contracting Officer, if any, until authorized to remove them, and if such marks are destroyed, by the Contractor or through his negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at his discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor. The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

d. Quantity Surveys. The Government shall conduct a preparatory meeting with the Contractor prior to the commencement of any work requiring quantity surveys to discuss the requirements and conditions relating to

DOCUMENT 00 80 00.00 11 Page 5 quantity surveys.

1) All surveying, including layout of work and quantity surveys, shall be accomplished by a registered land surveyor licensed in the state in which the work is performed. Surveys in accrodance with 00 70 00.00 CONTRACT CLAUSE INSERTS, FAR 52.326-16 Quantity Surveys-Alternate I.

(2) For periods that progress payments are requested, the Contractor shall provide: (a) the in progress construction survey data that represents the actual work in-place and to be considered for payment along with pre-construction survey provided by the contractor. (b) Along with the survey data, provide plotted cross-sections and profiles indicating the theoretical grades and slope lines as specified by the contract drawings and the actual grades and slope lines as constructed shall be submitted.

(c) Quantity computations calculated by the end area method or other approved method indicating the end areas and tabulated volumes per station shall be submitted to verify the work in place.

(3) Quantity surveys as used in this clause means a topographical survey accomplished by ground methods with the display output recorded and stored in an electronic field book for further calculations in a computer. The Contractor shall furnish to the Contracting Officer the electronic data in Mircostation compatible files (DGN)and a comma delimited ASCII file (containing as a minimum the Point Number, Northing, Easting, Elevation, and Point Descriptor). Upon completing the survey, or portion thereof, the contractor shall not disturb the ground surface until such time that the Contracting Officer has completed Quality Assurance checks of the contractors' survey data. The Contracting Officer shall disapprove any survey information submitted by the Contractor that lacks sufficient data.

(4) Quantity Survey Method for Berms and Ditches. Unless otherwise authorized by the Contracting Officer, the cross-section method shall be used to obtain the topography. Cross-sections shall be conducted to obtain the topography of constructed features including, but not limited to:

height, width, grades, and slopes of excavation and/or embankments including berms and excavated material disposal areas. Individual cross-sections will depend upon the terrain but for pre-construction shall not exceed 200' intervals in straight segments and shall not exceed 50' intervals in curves and/or transitions as identified by the Contracting Officer. For post-construction surveys an interval of 200' is acceptable.

Any Pre-Construction Survey and the Post-Construction Surveys shall be submitted in Microstation .dgn format. Observations shall be recorded at all breaks in slopes with a maximum distance of 25' between observations.

Cross sections shall be conducted at 90-degrees to the channel and at sufficient width to extend 50-feet beyond the limits of work or to the designated R.O.W. Annotated cross-sections shall be created and included in DGN format at 1"=10'. The annotated cross-sections shall indicate the Baseline; the theoretical grades and slope-lines as specified; and the actual grades and slope lines as constructed. The contractor shall plot cross sections from the survey data to visually depict the grade and sections obtained. The contractor shall use this survey data to develop the as-built drawings. During/or post-construction survey data shall be provided at the Contracting Officer's request.

e. All Right of Way shall be staked prior to commencement of construction. All Right of Way markers shall remain in place throughout the life of the project and shall be removed prior to final acceptance, as directed by the Contracting Officer.

DOCUMENT 00 80 00.00 11 Page 6

1.7 PROGRESS CHART

The schedule of work will be submitted in accordance with SECTION 01 32 01.00 10 PROJECT SCHEDULE. One copy of the schedule will be submitted at each submission time.

1.8 SAFETY RELATED SPECIAL REQUIREMENTS

ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE LATEST VERSION OF U.S.

ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL, EM 385-1-1,

AND OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) STANDARDS IN EFFECT ON THE

DATE OF THE SOLICITATION. NO SEPARATE PAYMENT WILL BE MADE FOR COMPLIANCE

WITH EM 385-1-1, NOR FOR COMPLIANCE WITH ANY OF THE OTHER SAFETY-RELATED

SPECIAL REQUIREMENTS.

a. Accident Investigations and Reporting. Refer to EM 385-1-1, Section

1. Accidents shall be investigated and reports completed by the immediate supervisor of the employee(s) involved and reported to the Contracting Officer or his representative immediately after the accident occurs. A report of all mishaps occurring on the project shall be submitted to the Contracting Officer on ENG Form 3394 within two working days following the incident. All data reported must be complete, timely, and accurate. A follow-up report shall be submitted when the estimated lost time days differ from actual lost time days. When a job related injury occurs which requires medical treatment, a supervisor of the injured employee shall accompany the injured employee to the treatment facility and explain the employee's regular duties and the availability of "Light Duty" so the injured employee can return to work as soon as possible.

b. Accident Prevention Program. Refer to the CONTRACT CLAUSE entitled, "ACCIDENT PREVENTION (ALTERNATE I)." Within 15 calendar days after receipt of Notice of Award of the contract, six copies of the Accident Prevention Program shall be submitted to the Contracting Officer for review and acceptance. As per section 01.A.11 of the EM 385-1-1; Accident Prevention Plans shall be developed and submitted by the Contractor in the formats provided in Appendix A of the EM 385-1-1. The Contractor shall address each of the elements/sub-elements in the outline contained in Appendix A in the order that they are provided in the manual. If by nature of the work an item is not applicable, the Contractor will so state and provide a justification for why that element/sub-element is not applicable. The current version of EM 385-1-1 can be accessed at http://www.usace.army.mil/SafetyandOccupationalHealth/ SafetyandHealthRequirementsManual.aspx

The program shall also contain the following information:

(1) All Accident Prevention Plans shall include a site map with a brief description of the location of the project, type of work to be done and the equipment necessary to do the work.

(2) An executed LMV Form 358R Administrative Plan.

(3) An executed LMV Form 359R Activity Hazard Analysis.

(4) When marine plant and equipment are in use under a contract, the method of fuel oil transfer shall be submitted on LMV Form 414R, Fuel Oil Transfer (Refer to 33 CFR 156).

DOCUMENT 00 80 00.00 11 Page 7

Blank copies of the forms mentioned in this paragraph can be found at the following web site:

http://www.mvm.usace.army.mil/BusinessWithUs/Contracting/Forms.aspx.

(5) A copy of company policy statement regarding accident prevention.

The following paragraphs concerning accident reporting and maintenance inspection shall be incorporated into the company policy:

ACCIDENT REPORTING Supervisor's Responsibilities: For job related injuries which require medical treatment, a supervisor of…