A22-Specifications-Miston-Ridgely.pdf

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

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 11 SUMMARY OF WORK

01 22 00.00 11 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 02.00 11 QUALITY CONTROL SYSTEM (QCS)

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 SIGNS, BARRICADES, AND TRAFFIC CONTROL SIGNS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 31 - EARTHWORK

31 05 19.00 11 GEOTEXTILE (FILTER FABRIC)

31 11 00.00 11 CLEARING AND GRUBBING

31 23 00.00 12 EXCAVATION

31 24 00.00 12 EMBANKMENT

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 15 00.00 11 AGGREGATE SURFACE AND BASE COURSE

32 92 32.01 11 ESTABLISHMENT OF TURF

DIVISION 33 - UTILITIES

33 40 01 CULVERT INSTALLATION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19.00 11 STONE PROTECTION

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PROJECT TABLE OF CONTENTS Page 1

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W912EQ-19-B-0001

Miston/ Ridgely Levee Restoration and Berm Construction

00 70 00.00 11 SD-07 Certificates

1.7 GCertificate or Written Evidence of

Insurance

1.11 GField Notes and All Other

Records Relating to the Survey

1.13 GField Notes and All Other

Records Relating to the Survey 00 80 00.00 11 SD-01 Preconstruction Submittals

1.8 GActivity Hazard Analysis

1.8 GAccident Prevention Program

1.8 GHazard Communication Program

1.29 GList of all Personnel, Vehicles

and Equipment SD-02 Shop Drawings

1.11Shop Drawings SD-03 Product Data

1.8Material Safety Data Sheets of Each Substance

SD-05 Design Data

1.6 G EC-DPre-Construction Surveys;

1.6 G EC-DPost-Construction Surveys;

SD-11 Closeout Submittals

1.12 GFinal As-Built Drawings

1.8Findings of the Accident

Investigation 01 45 02.00 11 SD-01 Preconstruction Submittals

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

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AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

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Miston/ Ridgely Levee Restoration and Berm Construction

01 45 02.00 11 1.7.3 GContractor Quality Control (CQC) Plan

1.7.1.1Contractor Administrative Data SD-07 Certificates

1.7.2.2Payment Requests 1.10Payment Requests 1.10Schedule Updates

01 45 04.00 11 SD-01 Preconstruction Submittals

3.2 GContractor Quality Control (CQC)

Plan 01 57 20.00 11 SD-01 Preconstruction Submittals

1.6 G CAOEnvironmental Protection Plan

01 57 25.00 11 SD-05 Design Data

2.8 GConstruction Vehicle Exits

SD-07 Certificates

3.2.2.1 GMill Certificate or Affidavit

2.14 GStormwater Certificate of

Qualifications 02 41 00 SD-01 Preconstruction Submittals

1.2.1Demolition Plan SD-07 Certificates

1.4Notification 31 05 19.00 11 SD-04 Samples

2.1.3Geotextile Samples SD-07 Certificates

2.1.3Mill Certificate or Affidavit

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

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Miston/ Ridgely Levee Restoration and Berm Construction

31 11 00.00 11 SD-04 Samples 2.1Tree wound paint 2.2Herbicide

31 23 00.00 12 SD-01 Preconstruction Submittals

3.1.1 G EExcavated Material Management

Plan

3.2.2.1 G EExcavated Material Management

Plan SD-03 Product Data Opening of any Excavation or Borrow Pits

3.2.2.1 G EExcavation Plan

3.2.2.1 G EExcavation Plan

3.4.2 G EMonitoring Of The Top Of The

Levee Embankment Excavation Control Plan

31 24 00.00 12 SD-06 Test Reports Control Testing

SD-07 Certificates Testing

SD-11 Closeout Submittals

1.4.2 G EC-Daily Test Results Summary

32 15 00.00 11 SD-03 Product Data 1.4Equipment

SD-04 Samples

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

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Miston/ Ridgely Levee Restoration and Berm Construction

32 15 00.00 11 GRepresentative Sample of the Aggregate Surfacing

SD-06 Test Reports 1.6Sampling and Testing 1.3Records and Tests

GDensity Tests

1.6.2.1 GGradation Test

32 92 32.01 11 SD-03 Product Data 2.2.3Fertilizer Invoices 2.2.1Seed Invoices

SD-04 Samples 2.2.4Mulch Material

SD-06 Test Reports 2.1.1Certified Fertilizer Quantitative

Analysis Report 2.2.2Certified Soil Test Results

SD-07 Certificates 2.2.1AMS Seed Act Certification 2.1.3Mulch Supplier Certification 2.1.1Certified Weight Tickets for the

Fertilizer 33 40 01 SD-06 Test Reports

1.4Records and Tests SD-07 Certificates

2.1Manufacturer's Certified Statement

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

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35 31 19.00 11 SD-04 Samples 2.1.6Representative Sample

SD-05 Design Data 2.1.5Gradation Data

SD-06 Test Reports 1.4Records and Tests 2.1.2Test & Service Records

2.1.3 GConstPlots on the Gradation Graph

2.1.5 GConstPlots on the Gradation Graph

2.1.6Certified Test Report

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 11

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Required Order of Work

1.1.3 Location

1.2 EXISTING WORK

1.3 LOCATION OF UNDERGROUND FACILITIES

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 11 00.00 11 Page 1

SECTION 01 11 00.00 11

SUMMARY OF WORK

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 simultaniously 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 specificatons. 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. 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, the contractor can complete the slope flattening in areas outside the excavation limits and berms by his order of work and as approved 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.

SECTION 01 11 00.00 11 Page 2

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)

-- End of Section --

SECTION 01 11 00.00 11 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 11

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS

1.1.1 Mobilization and Demobilization

1.1.2 Demolition

1.1.3 Traffic Control & Safety

1.1.4 Environmental Protection

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Storm Water Pollution Prevention

1.2.1.1 Write or Amend SWPPP and Maintain

1.2.1.2 Erosion Control Berm

1.2.1.3 Silt Fence

1.2.1.4 R-90 Check Dam

1.2.1.5 Temporary Environmental Seeding

1.2.2 Clearing & Grubbing

1.2.2 Excavation

1.2.3 Embankment

1.2.4 Establishment of Turf

1.2.5 "Aggregate Surface Course" and "Aggregate Base Couse"

1.2.6 Construction Exit

1.2.7 48" CMP Pipe

1.2.8 Geotextile (Filter Fabric)

1.2.9 Filter Material

1.2.10 Riprap: R-400

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

SECTION 01 22 00.00 11 Page 1

SECTION 01 22 00.00 11

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Mobilization and Demobilization

a. Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Contract Clauses PAYMENT FOR MOBILIZATION

AND DEMOBILIZATION.

b. Unit of measure, Job: JA

1.1.2 Demolition

a. Payment

Payment will be made at the contract job price for Demolition which price and payment shall constitute full compensation for furnishing all plant, materials, equipment and labor necessary for demolition operations. Payment will be made for costs associated with Demolition which shall include the removal of any fencing from the HWY ROW, sawcut, removal of existing asphalt shoulder pavement within the excavation limits as shown on the contract drawings, removal of a pvc well on landside toe of levee and grout hole and removal of all resulting rubbish and debris, disposal of demolished items, all equipment and labor, maintaining flow, clean up and all other items incidental thereto as specified in Section 02 41 00 DEMOLITION, Section 31 23 00.00 12 EXCAVATION, and Section 31 24 00.00 12 EMBANKMENT.

b. Unit of measure, Job: JA

1.1.3 Traffic Control & Safety

a. Payment

Payment for Traffic Control & Safety as specified in this section will

SECTION 01 22 00.00 11 Page 2 be made at the lump sum contract price for "Traffic Control & Safety".

This price and payment shall constitute full compensation for furnishing all equipment, labor, materials, and for performing all operations necessary for "Traffic Control & Safety" features as required by federal and state law and as shown on the contract drawings. This includes providing a traffic plan and daily visual inspections for all excavations open along the highway and all other operations incidental thereto, to include the installation of permanent signs along the right of way limits adjacent to farm ground and as specified in Section 01 58 01.00 11 Project Signs, Barricades and Traffic Control Signs.

b. Unit of measure, Job: JA

1.1.4 Environmental Protection

a. Measurement

No measurement will be made for Environmental Protection.

b. Payment

Payment will be made for costs associated with operations necessary for environmental protection as specified in Section 01 57 20.00 11 ENVIRONMENTAL PROTECTION. This price and payment shall be considered full compensation for furnishing all plant, labor, materials, and equipment and for performing all operations necessary for "Environmental Protection." This price and payment does not include those items covered under "Storm Water Pollution Prevention;" however, it does include items incidental thereto. The Contractor shall be responsible for payment of fees associated with environmental permits, application, and/or notices obtained by the Contractor. The Contractor shall be responsible for payment of all fines/fees arriving from violation or non-compliance with Federal, State, Regional, and local laws or regulations. The Government will not provide any compensation for payments of fines/fees, in the event that fines/fees are incurred by the Contractor.

c. Unit of measure, Job: JA

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract progress payments will be based are listed in Section 00 41 00.00 11 - BIDDING SCHEDULE and are described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests, and reports, and for performing all work required for each of the unit price items.

1.2.1 Storm Water Pollution Prevention

No separate measurement or payment will be made for the work "Storm Water Pollution Prevention" required by Section 01 57 25.00 11 STORM WATER POLLUTION PREVENTION PLAN (SWPPP) except as described in the paragraphs SILT FENCE, EROSION CONTROL BERM, R-90 ROCK CHECK DAM, and TEMPORARY

SECTION 01 22 00.00 11 Page 3

ENVIRONMENTAL SEEDING below. Any additional costs associated with Storm Water Pollution Prevention, other than these listed, shall be included in the contract price under Environmental Protection. The Government will pay all costs for the "Storm Water Pollution Prevention" at the contract unit price for each sub-item list below as follows:

(1) Sixty percent of the unit price upon completion of the installation.

(2) The remaining 40 percent throughout the contract life, with a maximum of 20 percent being retained until final removal and cleanup of the premises.

The Contracting Officer will require the Contractor to furnish cost data to calculate the exact percentage to be paid upon installation.

1.2.1.1 Write or Amend SWPPP and Maintain

a. Measurement

Measurement for NPDES application preparation, submission, and obtaining a general permit from Tennessee Department of Environment and Conservation (TDEC) as well as preparing and maintaining the SWPPP will be per each NPDES application accepted to include an acceptable SWPPP and maintaining same.

b. Payment

Payment for development of the SWPPP, amending as required, and maintaining; and obtaining a construction general permit for erosion prevention and sediment control will be made at the contract unit price for Write or Amend SWPPP and Maintain. Price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and material to complete the work of writing and maintaining the SWPPP, submitting the NPDES application to TDEC, and obtaining a construction general permit for erosion prevention and sediment control from TDEC. Payment will not be made for any permit application rejected by TDEC or revision of the SWPPP required by TDEC. SWPPP will be written in accordance with all rules and regulations outlined by TDEC.

c. Unit of measure, Each: EA.

1.2.1.2 Erosion Control Berm

a. Measurement

Measurement for Erosion Control Berm satisfactorily placed will be made by the linear foot.

b. Payment

Payment for Erosion Control Berm as specified herein will be made at the contract unit price per linear foot for "Erosion Control Berm" as broken down by the percentages in the "sub-item list" above. Price and payment shall constitute full compensation for furnishing all plant, labor, materials and equipment, and performing all operations necessary for the installation and maintenance of the Erosion Control Berm throughout the contract period, including final dressing and cleanupas

SECTION 01 22 00.00 11 Page 4 specified in Section 01 57 25.00 11 STORM WATER POLLUTION PREVENTION

PLAN .

c. Unit of measure, Linear Foot: LF.

1.2.1.3 Silt Fence

a. Measurement

Measurement for Silt Fences satisfactorily placed will be made by the linear foot.

b. Payment

Payment for Silt Fences as specified herein will be made at the contract unit price per linear foot for "Silt Fences" as broken down by the percentages in the "sub-item list" above. Price and payment shall constitute full compensation for furnishing all plant, labor, materials and equipment, including geotextile fabric, and performing all operations necessary for the placement and maintenance of Silt Fences throughout the contract period, including final dressing and cleanup as specified in Section 01 57 25.00 11 STORM WATER POLLUTION PREVENTION

PLAN.

c. Unit of measure, Linear Foot: LF.

1.2.1.4 R-90 Check Dam

a. Measurement

Check Dams will be measured for payment, in the presence of a Government Inspector unless waived by the Contracting Officer, by being weighed and approved using accurately calibrated scales furnished by and at the expense of the Contractor. Weight certificates furnished by a public weighmaster where available will be acceptable in lieu of such procedure when authorized by the Contracting Officer. Individual weight tickets shall be furnished to the Government Inspector at the time of delivery. Aggregate Surface Course used for the contractor's benefit (i.e. haul roads) will not be measured for payment.

b. Payment

Payment for Temporary Check Dams as specified herein will be made at the contract unit price per ton for Check Dams. Price and payment shall constitute full compensation for furnishing all plant, labor, materials and equipment, and performing all operations necessary for the placement and maintenance of Check Dam throughout the contract period and as specified in Section 01 57 25.00 11 STORM WATER POLLUTION PREVENTION PLAN, 35 31 19.00 11 STONE PROTECTION, and as shown on the contract drawings and for removal after completion of the contract.

c. Unit of Measure, ton: TN.

1.2.1.5 Temporary Environmental Seeding

a. Measurement

Measurement for Temporary Environmental Seeding will be per acre.

SECTION 01 22 00.00 11 Page 5

b. Payment

Payment for Temporary Environmental Seeding shall be made at the contract unit price for "Temporary Environmental Seeding" as broken down by the percentages in the "sub-item list" above. Such price and payment shall constitute full compensation for the applicable preparation of ground surfaces; furnishing and distributing fertilizer and seed; compaction, maintenance (e.g. mowing if necessary); and all other incidental items. This price and payment shall be considered full compensation for furnishing all plant, labor, materials, and equipment and for performing all operations necessary for Temporary Environmental Seeding.

c. Unit of measure, Acre: AC

1.2.2 Clearing & Grubbing

a. Measurement

Measurement for satisfactory Clearing and Grubbing for construction of the levee embankment and berms as specified in 31 11 00.00 11 - CLEARING AND GRUBBING will be made by the acre. No reduction of the contract quantity will be made for locations within the specified areas to be cleared which require no clearing or which are partly cleared. No allowance will be made for clearing outside of the limits indicated in the drawings. Additional clearing required for construction operations shall be considered incidental.

b. Payment

Payment for clearing and grubbing, measured as prescribed above, will be made at the applicable contract unit price per acre "Clearing and Grubbing" which price and payment shall constitute full compensation for furnishing all plant, labor, materials, equipment, and for performing all operations necessary for clearing and grubbing as specified in 31 11 00.00 11 - CLEARING AND GRUBBING within the limits indicated in the drawings. No additional payment shall be made for incidental clearing required for construction operations or clearing outside of the limits indicated in the drawings.

c. Unit of Measure, acre: AC

1.2.2 Excavation

a. Measurement

Excavation will be measured for payment by use of volumes computed by the average end area method. The basis of measurement will be a cross section survey of the area after clearing and grubbing and prior to excavation and a second cross section survey of the same area after the completion of the excavation. The pre survey will be taken before stripping. Surveys will be as specified in Section 00 80 00.00 11, Paragraph 1.6 "Layout of Work", subparagraph d. "Quantity Surveys".

The quantity of excavation to be paid for will be computed between the before construction survey ground surface, and the theoretical grades and slope lines shown on the contract drawings. No allowance or payment will be made for over-depth excavation, or for the removal of any material outside the required theoretical sections. Slides caused by fault of the Contractor or excavation performed for the convenience

SECTION 01 22 00.00 11 Page 6 of the Contractor shall not be measured for payment.

b. Payment

Payment for soil excavation will be made at the contract unit price per cubic yard (CY) for soil excavation. No payment shall be made for soil excavation below the theoretical lines and grades indicated on the drawings. Price and payment shall constitute full compensation for furnishing all plant, labor, materials and equipment and performing all operations necessary for the required excavations of whatever nature encountered necessary to construct the levee embankment sections and other incidental work as shown on the drawings and specified in Section 31 23 00.00 12 EXCAVATION. Topsoil stripping will not be measured separately but will be considered included in "Excavation". The excavation associated with the installation of the CMP pipe in the riverside borrow pit access road will be incidental to the cost of installing the CMP pipe as will be for the embeddment of filter material and riprap for the lateral drainage into the riverside borrow pit. There will be no payment of excavation from the riverside borrow as this material will be paid for by emankment after compacting into the levee and/or berms. Payment will include removing and hauling of excavated material, final shaping and grading of excavated areas, drainage ditches, and areas between embankment and construction limits, all stockpiling of materials in segregated form to provide for required zoning of materials in levee embankment and berm sections; and all other incidental operations required to complete the work.

c. Unit of measure, cubic yard: CY

1.2.3 Embankment

a. Measurement

Embankment will be measured for payment by use of volumes computed by the average end area method. The basis of measurement will be a survey of the area after clearing and grubbing and excavation and prior to placement of the "Embankment" and a second survey of the same area after the completion of the "Embankment" placement and compaction. For areas where lines and grades are shown on the drawings, measurement will be limited to those lines and grades. Any material required to replace unstable material under foundations of pipes and agreed upon by the Contracting Officer shall be measured for payment as "Embankment".

The compacted embankment for both levee embankment and berms shall meet the compaction requirements specified in Section 31 24 00.00 12 EMBANKMENT at the time of the compacted embankment quantity survey.

b. Payment

Payment for compacted embankment will be made at the contract unit price for compacted cubic yard (CCY) of compacted embankment for both the levee embankment, slope flattening for the levee, ramps, highway embankments, road embankments, subgrades for ramps, sloping right of way to drain, berms and all other incidental compacted embankment. No payment shall be made for compacted embankment utilized to backfill soil excavation below the theoretical lines and grades indicated on the drawings. Price and payment shall constitute full compensation for furnishing all plant, labor, materials and equipment and performing all operations including transportation, placement and compaction necessary for the required compacted embankment for flattening the levee slopes, SECTION 01 22 00.00 11 Page 7 rebuilding the excavated levee embankments and for construction of the berms and other incidental work as shown on the drawings and specified in Section 31 24 00.00 12 EMBANKMENT. The placing and compacting of the stripped soil shall be paid for under this item. The excavation for the levee embankment will not be included in this pay item and will be covered in "Excavation". All excavations associated with the riverside borrow pit will be included in this pay item and incidental to Embankment.

c. Unit of measure, cubic yard: CY

1.2.4 Establishment of Turf

a. Measurement

Establishment of Turf will be measured for payment by the acre, measured along the areas turfed within the right-of-way limits and computed to the nearest 1/10 of an acre for the satisfactorily completed and accepted work. Establishment of Turf shall take place within limits as specified in the Contract Drawings.

b. Payment

Payment for Establishment of Turf will be made at the contract unit price per acre for "Establishment of Turf" which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for establishment of turf within all areas of construction requiring turfing as specified in 32 92 32.01 11 ESTABLISHMENT OF TURF. No payment for turfing will be made until acceptance by the Contracting Officer or his/her representative.

c. Unit of measure, acre: AC

1.2.5 "Aggregate Surface Course" and "Aggregate Base Couse"

a. Measurement

"Aggregate Surface Course" and "Aggregate Base Couse" will be measured for payment, in the presence of a Government Inspector unless waived by the Contracting Officer, by being weighed and approved using accurately calibrated scales furnished by and at the expense of the Contractor.

Weight certificates furnished by a public weighmaster where available will be acceptable in lieu of such procedure when authorized by the Contracting Officer. Individual weight tickets shall be furnished to the Government Inspector at the time of delivery. Aggregate Surface Course used for the contractor's benefit (i.e. haul roads) will not be measured for payment.

b. Payment

Payment for "Aggregate Surfacing" and "Aggregate Base Material" satisfactorily placed in the work will be made at the applicable contract unit price per ton for "Aggregate Surface Course and "Aggregate Base Course" which price and payment shall include all costs of furnishing, hauling, handling, placement and maintaining the material, all as specified in SECTION SECTION 32 15 00.00 11 -

AGGREGATE SURFACE AND BASE COURSE.

SECTION 01 22 00.00 11 Page 8

c. Unit of Measure, ton: TN

1.2.6 Construction Exit

a. Measurement

Measurement for "Construction Exit" satisfactorily designed, constructed and maintained by the Contractor will be per each placed.

b. Payment

Payment for the temporary "Construction Exit" will be made at the contract unit price per each placed for "Construction Exit" which price and payment shall constitute full compensation for furnishing the design and all plant, labor, equipment, mechanical street sweeper, and material necessary to complete the work as specified, including maintenance and removal, herein and as shown on the contract drawings on C-500 and in the specifications in Section 01 57 25.00 11 Storm Water Prevention Plan.

c. Unit of measure, Each: EA.

1.2.7 48" CMP Pipe

a. Measurement

Measurement for 48" CMP satisfactorily designed, constructed, transported to the site, and installed shall be made per linear foot (LF) of properly installed 48" CMP pipe.

b. Payment

Payment for the properly installed 48" CMP pipe will be made at the contract unit price per linear foot (LF) for 48" CMP pipe. Price and payment shall constitute full compensation for furnishing all plant, labor, materials and equipment, including design, excavation and backfill, construction, transportation, joint testing, assembling and installing the 48" CMP pipe in accordance with Section 33 40 01 CULVERT INSTALLATION and other incidental construction required to furnish and install the specified 48" CMP pipe in accordance with the project plans and specifications. The bedding Aggregate Base Course under the pipe will be paid by the ton and not included in this item.

c. Unit of measure, Linear Foot: LF.

1.2.8 Geotextile (Filter Fabric)

a. Measurement

Measurement for Geotextile (filter fabric) shall be made per square yard of geotextile in place.

b. Payment

Payment for the Geotextile will be made at the contract unit price per square yard for "Geotextile" which price and payment shall constitute full compensation to the Contractor for providing all plant, labor, SECTION 01 22 00.00 11 Page 9 material, and equipment and performing all operations necessary for the complete and satisfactory installation of the geotextile as specified in Section 31 05 19.00 11 Geotextile (Filter Fabric). Payment for the items listed below is included in the contract unit price for "Geotextile" and shall not be counted a second time in the process of determining the extent of geotextile placed:

(1) Material and associated equipment and operation used in laps, seams, or extra length.

(2) Securing pins and associated material, equipment, and operations; no paymentshall be made for geotextiles replaced because of contamination or damage due to Contractor fault or negligence.

c. Unit of measure: SY (in place).

1.2.9 Filter Material

a. Measurement

If the Filter Material is delivered by railroad, weights as acceptable to the railroad for freight charge purposes will be accepted as measurement of the filter material. Copies of freight bills or certifications of weights acceptable to the railroad for freight charge purposes shall be furnished. If not delivered by railroad, but delivered by truck, the Filter Material will be measured for payment, in the presence of a Government Inspector unless waived by the Contracting Officer, be being weighed on approved, accurately calibrated scales furnished by and at the expense of the Contractor.

Weight certificates furnished by a public weighmaster where available will be acceptable in lieu of such procedure when authorized by the Contracting Officer. Individual weight tickets shall be furnished to the Government Inspector at the time of delivery. The tickets are to show contract number and/or project name, truck I.D., empty weight of truck, gross weight, and net weight of load.

b. Payment

Payment for the Filter Material will be made at the applicable contract unit price per ton for "Filter Material", which price and payment shall include all costs of furnishing, hauling, handling, placing, and maintaining the filter material, all as specified in

SECTION 35 31 19.00 11 - STONE PROTECTION.

c. Unit of measure: TN.

1.2.10 Riprap: R-400

a. Measurement

If the riprap material is delivered by railroad, weights as acceptable to the railroad for freight charge purposes will be accepted as measurement of the riprap material. Copies of freight bills or certifications of weights acceptable to the railroad for freight charge purposes shall be furnished. If not delivered by railroad, but delivered by truck, the riprap material will be measured for payment, in the presence of a Government Inspector unless waived by the Contracting Officer, by being weighed on approved, accurately calibrated scales furnished by and at the expense of the Contractor.

Weight certificates furnished by a public weighmaster where available

SECTION 01 22 00.00 11 Page 10 will be accepted in lieu of such procedure when authorized by the Contracting Officer. Individual weight tickets shall be furnished to the Government Inspector at the time of delivery. The tickets are to show contract number and/or project name, truck I.D., empty weight of truck, gross weight, and net weight of load.

b. Payment

Payment for Riprap: R-400 as specified in this section will be made at the contract unit price per ton (2,000 pounds) for "Riprap: R-400", which price and payment shall constitute full compensation for furnishing, hauling, handling, placing, and maintaining the riprap, all as specified in SECTION 35 31 19.00 11 - STONE PROTECTION.

c. Unit of measure: TN.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

SECTION 01 22 00.00 11 Page 11

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

1.1.2 Submittal Descriptions (SD)

1.1.3 Approving Authority

1.1.4 Work

1.2 SUBMITTALS

1.3 SUBMITTAL REGISTER

1.4 CONTRACTOR USE OF SUBMITTAL REGISTER

1.5 APPROVING AUTHORITY USE OF SUBMITTAL REGISTER

1.6 COPIES DELIVERED TO THE GOVERNMENT

1.7 PROCEDURES FOR SUBMITTALS

1.7.1 Reviewing, Certifying, Approving Authority

1.7.2 Constraints

1.7.3 Scheduling

1.7.4 Variations

1.7.4.1 Considering Variations

1.7.4.2 Proposing Variations

1.7.4.3 Warranting That Variations Are Compatible

1.7.4.4 Review Schedule Is Modified

1.8 1.9

CONTRACTOR'S RESPONSIBILITIES

1.10 FORMAT OF SUBMITTALS

1.10.1 Transmittal Sheet

1.10.2 Identifying Submittals

1.11 SUBMISSION AND CONTROL OF SUBMITTALS

1.11.1 Submittals Required from the Contractor

1.11.1.1 Submittal Procedures and Deviations

1.11.1.2 Control of Submittals

1.11.1.3 O&M Data

1.12 SUBMITTAL CLASSIFICATION

1.12.1 Government Approved

1.12.2 1.13 1.14 1.15 1.16 1.17 1.18 1.19 1.20 1.21 1.22

Information Only

APPROVED SUBMITTALS

DISAPPROVED SUBMITTALS

WITHHOLDING OF PAYMENT

GENERAL

SUBMITTAL REGISTER

SCHEDULING

TRANSMITTAL SHEET (ENG FORM 4025)

GOVERNMENT APPROVED SUBMITTALS

INFORMATION ONLY SUBMITTALS

DELETED

PART 2 PRODUCTS (Not Used)

SECTION 01 33 00 Page 1

DELETED

PART 3 EXECUTION (Not Used)

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.1.2 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by SD numbers and titles as follows.

SD-01 Preconstruction Submittals

Certificates of Insurance.

Surety Bonds.

Construction Progress Schedule.

Work Plan.

Submittal Register.

Schedule of Prices.

Accident Prevention Program.

Quality Control Plan.

Environmental Protection Plan.

List of Proposed Subcontractors.

List of Proposed Products.

List of Barges.

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials or equipment for some portion of the work.

SECTION 01 33 00 Page 3

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accordance with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

SECTION 01 33 00 Page 4

Text of posted operating instructions.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

1.1.3 Approving Authority

Approving authority rests with the Contracting Officer and his/her Authorized Representative(s). Approval actions and correspondence with the Contractor shall be made through the Caruthersville Area Office.

1.1.4 Work

As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. 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

Submittal register.; G

1.3 SUBMITTAL REGISTER

Submit the submittal register at least seven days prior to the prework conference. Verify that all submittals required for the project are listed and add any missing submittals. Complete the following on the register:

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

1.4 CONTRACTOR USE OF SUBMITTAL REGISTER

Update the following fields.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to Area Engineer.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

SECTION 01 33 00 Page 5

1.5 APPROVING AUTHORITY USE OF SUBMITTAL REGISTER

Update the following fields.

Column (b).

Column (l) List date of submittal receipt.

Column (m) through (p).

Column (q) List date returned to Contractor.

1.6 COPIES DELIVERED TO THE GOVERNMENT

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

1.7 PROCEDURES FOR SUBMITTALS

1.7.1 Reviewing, Certifying, Approving Authority

The Contractor Quality Control (CQC) organization shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements. Approving authority on submittals ultimately rests with the Contracting Officer, and his/her Authorized Representative(s). Approval of all submittals will be made through the Caruthersville Area Office.

1.7.2 Constraints

a. Submittals listed or specified in this contract shall conform to provisions of this section, unless explicitly stated otherwise.

b. Submittals shall be complete for each definable feature of work;

components of definable feature interrelated as a system shall be submitted at same time.

c. When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, submittal will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which item functions.

1.7.3 Scheduling

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential requirements to resubmit.

b. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 15 working days for submittals for Contracting Officer's Authorized Representative approval and 20 working days for submittals for Contracting Officer approval. Period of review for submittals with Contracting Officer approval begins when Government receives submittal from CQC organization. Period of review for each resubmittal is the same as for initial submittal.

SECTION 01 33 00 Page 6

1.7.4 Variations

Variations from contract requirements require Government approval pursuant to contract Clause entitled "FAR 52.236-21, Specifications and Drawings for Construction" and will be considered where advantageous to Government.

1.7.4.1 Considering Variations

Discussion with Caruthersville Area Office prior to submission, will help ensure functional and quality requirements are met and minimize rejections and resubmittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

1.7.4.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government. If lower cost is a benefit, also include an estimate of the cost saving. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.7.4.3 Warranting That Variations Are Compatible

When delivering a variation for approval, Contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.7.4.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 15 working days will be allowed for consideration by the Government of submittals with variations.

1.8 CONTRACTOR'S RESPONSIBILITIES

a. Determine and verify field measurements, materials, field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and contract documents.

b. Transmit submittals to the Government in accordance with the approved Submittal Register. To prevent delays in the work, delays to Government, or delays to separate Contractors transmit submittals using ENG FORM 4025 (Transmittal Sheet).

c. Stamp submittal data to certify that the submittal meets contract requirements.

d. Advise Contracting Officer of variation, as required by paragraph entitled "Variations."

e. Correct and resubmit submittal as directed by approving authority. When resubmitting disapproved transmittals or transmittals noted for resubmittal, the Contractor shall provide copy of that previously submitted transmittal including all reviewer comments for use by approving authority. Direct specific

SECTION 01 33 00 Page 7 attention in writing or on resubmitted submittal, to revisions not requested by approving authority on previous submissions.

f. Furnish additional copies of submittal when requested by Contracting Officer, to a limit of 20 copies per submittal.

g. Complete work which must be accomplished as basis of a submittal in time to allow submittal to occur as scheduled.

h. Ensure no work has begun until submittals for that work have been returned as "Approved as submitted" or "Approved, except as noted...", except to the extent that a portion of work must be accomplished as basis of submittal.

SECTION 01 33 00 Page 8

1.10 FORMAT OF SUBMITTALS

1.10.1 Transmittal Sheet

Transmit each submittal, except sample installations and sample panels, to office of approving authority. Transmit submittals on ENG FORM 4025 (Transmittal Sheet) located at the following website:

http://www.mvm.usace.army.mil/BusinessWithUs/Contracting/Forms.aspx. The transmittal sheet shall identify Contractor, indicate date of submittal, and include information prescribed by transmittal sheet and required in paragraph entitled "Identifying Submittals." Process transmittal sheets to record actions regarding sample panels and sample installations.

1.10.2 Identifying Submittals

Identify submittals, except sample panel and sample installation, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal sheet. Mark each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction contract number.

c. Section number of the specification section by which submittal is required.

d. Submittal description (SD) number of each component of submittal.

e. When a resubmission, add alphabetic suffix on submittal description, for example, SD-10A, to indicate resubmission.

f. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier Contractor associated with

SECTION 01 33 00 Page 9 submittal.

g. Product identification and location in project.

1.11 SUBMISSION AND CONTROL OF SUBMITTALS

1.11.1 Submittals Required from the Contractor

Within 15 calendar days after receipt of notice to proceed, the Contractor shall complete and submit to Mr. Daimon McNew, Area Engineer, Caruthersville Area Office, 706 Harry S. Truman Blvd., Caruthersville, Missouri 63830-1268 submittals required in the technical sections of this specification, including shop drawings, product data and samples.

1.11.1.1 Submittal Procedures and Deviations

The Government will further discuss detailed submittal procedures with the Contractor at the Preconstruction Conference. For submittals which include proposed deviations requested by the Contractor, the column "variation" of ENG Form 4025 shall be checked. The Contractor shall set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind approval of submittals containing unnoted deviations.

1.11.1.2 Control of Submittals

The Contractor shall carefully control his…