Specifications_.pdf

IDIQ for Miscellaneous Repairs

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 11

SUMMARY OF WORK

1/10/08

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.2 EXISTING WORK

1.3 LOCATION OF UNDERGROUND FACILITIES

1.4 UAI SUBPART 22.13 - EQUAL OPPORTUNITY FOR VETERANS (NOV 2014)

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 11 00.00 11 Page 1

FOR SOLICITATION

SECTION 01 11 00.00 11

SUMMARY OF WORK

1/10/08

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The project is an Indefinite Delivery Indefinite Quantity Contract (IDIQ) for miscellaneous repairs throughout the Memphis District. Construction may consist of levee embankment repairs, road gravel surfacing, culvert installation/replacement and maintenance of existing projects within the Memphis District. The work consists of furnishing all plant, labor and materials for the work to be performed. The work may include, but not be limited to: clearing, stripping, grubbing; debris disposal; channel excavation, stockpiling of material, processing of fill material for moisture control, embankment construction, compaction; placement of geo-textile, gravel surfacing, bedding material, riprap (grouted and un-grouted); culvert installation/replacement; establishment of turf and any incidental related work according to the specifications and plans for each individual Task Order.

The project will be awarded for a contract period of 18 months. The estimated value of the work, including all Task Orders, is $1,900,000.

1.1.2 Location

The work shall be located at various locations within the Memphis District.

The exact location will be indicated on the contract drawings for each individual Task Order. The Contracting Officer's Representative will be available to show the exact location of the work at the one organized site visit conducted for each Task Order.

1.2 EXISTING WORK

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

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

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

1.3 LOCATION OF UNDERGROUND FACILITIES

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

SECTION 01 11 00.00 11 Page 2

1.4 UAI SUBPART 22.13 - EQUAL OPPORTUNITY FOR VETERANS (NOV 2014)

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor Regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

Federal Veteran employment information-https://www.fedshirevets.gov/index.aspx

Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/

Department of Veterans Affairs-VOW to Hire Heroes Act http://benefits.va.gov/vow/

Army Wounded Warrior Program http://wtc.army.mil/modules/employers/index.html

U.S. Chamber of Commerce Foundation-Hiring Our Heroes https://www.uschamberfoundation.org/hiring-our-heroes

Guide to Hiring Veterans - Reference Material https://www.whitehouse.gov/sites/default/files/docs/white_house_business_council_-_guide_

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

1/10/08

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

1.1.1 Mobilization and Demobilization

1.1.2 Environmental Protection

1.2 Demolition

1.3 Write and/or Amend SWPPP, Obtain Permit If Necessary, and

Conduct Inspections

1.4 UNIT PRICE PAYMENT ITEMS

1.4.1 Remobilization

1.4.2 Storm Water Pollution Prevention

1.4.2.1 Silt Fence

1.4.2.2 Erosion Control Berm

1.4.2.3 Temporary Environmental Seeding

1.4.2.4 Construction Exit

1.4.2.5 Check Dam

1.4.2.6 Erosion Control Temporary Blankets and/or Permanent Matting

1.4.2.7 Straw Wattle, 12-inch

1.4.3 Clearing

1.4.4 Grubbing

1.4.5 Stripping

1.4.6 Excavation

1.4.7 Geogrid

1.4.8 Geotextile

1.4.9 Corrugated Metal Pipe (CMP)

1.4.10 Polymer Coated CMP

1.4.11 Flared End Section

1.4.12 Flap Gate

1.4.13 Bedding Material

1.4.14 Aggregate Surfacing

1.4.15 Riprap

1.4.16 Transportation of Bedding Material, Aggregate

Surfacing and/or Riprap

1.4.17 Grout

1.4.18 Semi-compacted Backfill

1.4.19 Compacted Backfill

1.4.20 Establishment of Turf

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 22 00.00 11 Page 1

SECTION 01 22 00.00 11

MEASUREMENT AND PAYMENT

1/10/08

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job 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 job or unit price payment item, shall be included in the listed job item most closely associated with the work involved. The job 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 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.

SECTION 01 22 00.00 11 Page 2

c. Unit of measure, Job: JA

1.2 Demolition

a. Measurement

No measurement will be made for Demolition.

b. Payment

Payment for costs associated with demolition as specified in Sections 02 41 00 DEMOLITION and 32 25 00.00 11 CULVERT REMOVAL AND INSTALLATION will be made at the contract job price, which shall constitute full compensation for furnishing all materials, equipment and labor, and transporting and disposing of demolition debris as required for the satisfactory demolition of those items as shown on the Task Order drawings. This includes all other operations incidental thereto.

Demolition, if required, will be included with the issued Task Orders.

Contractor will be required to submit his costs associated with demolition at that time.

c. Unit of measure, Job: JA

1.3 Write and/or Amend SWPPP, Obtain Permit If Necessary, and Conduct Inspections

a. Measurement

No measurement will be made for Write and/or Amend SWPPP, Obtain Permit If Necessary, and Conduct Inspections.

b. Payment

Payment for Write and/or Amend SWPPP, Obtain Permit If Necessary, and Conduct Inspections will be made at the job price for "Write and/or Amend SWPPP, Obtain Permit If Necessary, and Conduct Inspections", as broken down by the percentages listed under Stormwater Pollution Prevention below. Price and payment shall constitute full compensation for initial Contractor creation and submittal of a SWPPP and application for temporary construction stormwater permit to the appropriate state agency, obtaining SWPPP approval and permit from said agency, continuous updating of the SWPPP and all other operations incidental thereto for the duration of the construction activity, and filing the notice of termination upon reaching final stabilization of the site.

c. Unit of measure, Job: JA

1.4 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, meeting safety requirements, tests, and reports, and for performing all work required for each of the unit price items.

SECTION 01 22 00.00 11 Page 3

1.4.1 Remobilization

a. Measurement

Measurement will be made per mile traveled.

b. Payment

For purposes of payment, when a Task Order requires the Contractor to move equipment more than 4 miles from the initial site to other sites within the same area, the Contractor shall be paid for "Remobilization" at the contract unit price per mile to the work area. The distance will be measured in miles from one site to the next in the order of performance directed by the Task Order.

c. Unit of measure, Mile: MI

1.4.2 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, TEMPORARY ENVIRONMENTAL SEEDING,

CONSTRUCTION EXIT, CHECK DAM, EROSION CONTROL TEMPORARY BLANKETS AND/OR

PERMANENT MATTING, AND STRAW WATTLE 12-INCH 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 listed 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.

1.4.2.1 Silt Fence

a. Measurement

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

b. Payment

Payment for Silt Fence as specified in Section 01 57 25.00 11 STORM WATER POLLUTION PREVENTION PLAN will be made at the contract unit price per linear foot for "Silt Fence" as broken down by the percentages 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 Fence throughout the contract period, including final dressing and cleanup.

SECTION 01 22 00.00 11 Page 4

c. Unit of measure, Linear Foot: LF

1.4.2.2 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 in Section 01 57 25.00 11 STORM WATER POLLUTION PREVENTION PLAN will be made at the contract unit price per linear foot for "Erosion Control Berm" as broken down by the percentages 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 cleanup.

c. Unit of measure, Linear Foot: LF

1.4.2.3 Temporary Environmental Seeding

a. Measurement

Measurement for Temporary Environmental Seeding will be per acre.

b. Payment

Payment for Temporary Environmental Seeding as specified in Section 01 57 25.00 11 STORM WATER POLLUTION PREVENTION PLAN and Section 32 92 32.01 11 ESTABLISHMENT OF TURF shall be made at the contract unit price for "Temporary Environmental Seeding" as broken down by the percentages 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

1.4.2.4 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 as specified in Section 01 57 25.00 11 STORM WATER POLLUTION PREVENTION PLAN, including its maintenance and removal, will be made at the contract unit price for "Construction Exit" as broken down by the percentages above. Price and payment shall constitute full compensation for furnishing the design

SECTION 01 22 00.00 11 Page 5 and all plant, labor, equipment, mechanical street sweeper and material to complete the work as specified herein and as shown on the Task Order drawings including final dressing and cleanup.

c. Unit of measure, Each: EA

1.4.2.5 Check Dam

a. Measurement

Measurement for Check Dam satisfactorily placed will be made by the linear foot.

b. Payment

Payment for Check Dam as specified in Section 01 57 25.00 11 STORM WATER POLLUTION PREVENTION PLAN will be made at the contract unit price per linear foot for "Check Dam" as broken down by the percentages above. 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, including final dressing and cleanup.

c. Unit of measure, Linear Foot: LF

1.4.2.6 Erosion Control Temporary Blankets and/or Permanent Matting

a. Measurement

Measurement for Erosion Control Temporary Blankets and/or Permanent Matting satisfactorily placed will be made by the square yard.

b. Payment

Payment for Erosion Control Temporary Blankets and/or Permanent Matting as specified in Section 01 57 25.00 11 STORM WATER POLLUTION PREVENTION PLAN will be made at the contract unit price per square yard for "Erosion Control Temporary Blankets and/or Permanent Matting" as broken down by the percentages above. Price and payment shall constitute full compensation for furnishing all plant, labor, materials and equipment, and performing all operations necessary for the placement of Erosion Control Temporary Blankets and/or Permanent Matting throughout the contract period.

c. Unit of measure, Square Yard: SY

1.4.2.7 Straw Wattle, 12-inch

a. Measurement

Measurement for Straw Wattle, 12-inch satisfactorily placed will be made by the linear foot.

b. Payment

Payment for Straw Wattle, 12-inch as specified herein will be made at the contract unit price per linear foot for "Straw Wattle, 12-inch".

Price and payment shall constitute full compensation for furnishing all plant, labor, materials and equipment, and performing all operations

SECTION 01 22 00.00 11 Page 6 necessary for the placement and maintenance of straw wattle throughout the contract period, including final dressing and cleanup.

c. Unit of measure, Linear Foot: LF

1.4.3 Clearing

a. Measurement

Measurement for Clearing shall be made by the acre, measured along the areas of work for embankment, excavation, and/or any other areas requiring clearing as indicated on the plans. For measurement purposes, the acreage will be computed to the nearest 1/10 of an acre for the satisfactorily completed and accepted work.

b. Payment

Payment for Clearing as specified in this section will be made at the contract unit price per acre for "Clearing," which price and payment shall constitute full compensation for furnishing all plant, labor, material, equipment, and performing all operations necessary for "Clearing" as specified in SECTION 31 11 00.00 11 - CLEARING, GRUBBING, AND STRIPPING. If regrowth of vegetation or trees occurs after Clearing and before placement of embankment, the Contractor is required to clear again prior to embankment construction, no payment will be made for this additional clearing.

c. Unit of measure, Acre: AC.

1.4.4 Grubbing

a. Measurement

Measurement for Grubbing shall be made by the acre, measured along the areas of work for embankment, excavation, and/or any other areas requiring Grubbing as indicated on the plans. For measurement purposes the acreage will be computed to the nearest 1/10 of an acre for the satisfactorily completed and accepted work.

b. Payment

Payment for Grubbing will be made at the contract unit price per acre for "Grubbing," which price and payment shall constitute full compensation for furnishing all plant, labor, material, equipment, and performing all operations necessary for "Grubbing" as specified in SECTION 31 11 00.00 11 - CLEARING, GRUBBING, AND STRIPPING. If regrowth of vegetation or trees occurs after Grubbing and before placement of embankment, the Contractor is required to grub again prior to embankment construction, no payment will be made for this additional grubbing.

c. Unit of measure, Acre: AC

1.4.5 Stripping

a. Measurement

Measurement for Stripping shall be made by the acre, measured along the areas of work for embankment, excavation, and/or any other areas

SECTION 01 22 00.00 11 Page 7 requiring Stripping as indicated on the plans. For measurement purposes the acreage will be computed to the nearest 1/10 of an acre for the satisfactorily completed and accepted work.

b. Payment

Payment for Stripping will be made at the contract unit price per acre for "Stripping," which price and payment shall constitute full compensation for furnishing all plant, labor, material, equipment, and performing all operations necessary for "Stripping" as specified in SECTION 31 11 00.00 11 - CLEARING, GRUBBING, AND STRIPPING. No separate or direct payment will be made for stockpiling and disposition of stripped materials. All costs in connection therewith will be considered as a subsidiary obligation of the Contractor. If regrowth of vegetation or trees occurs after stripping and before placement of embankment, the Contractor is required to strip again prior to embankment construction, no payment will be made for this additional stripping.

c. Unit of measure, Acre: AC

1.4.6 Excavation

a. Measurement

Measurement for Excavation shall be as specified in Section 00 80 00.00 11 SPECIAL CONTRACT REQUIREMENTS, in the paragraph entitled QUANTITY SURVEYS. The basis of measurement will be a cross section survey of the area after clearing, grubbing and stripping and a second cross section survey of the same area after the completion of the excavation. 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 Task Order drawings.

No allowance or payment will be made for over-depth excavation or for the removal of any material outside the required theoretical sections unless required by the Contracting Officer. Slides caused by fault of the Contractor or excavation performed for the convenience of the Contractor shall not be measured for payment.

b. Payment

Payment for excavation will be made at the contract unit price for "Excavation," which price includes all excavation of materials of whatever nature encountered as necessary to remove and construct culverts or other items to the lines and grades as shown for excavation on the Task Order drawings. Topsoil stripping will not be measured for payment under this line item, but will be included in "Stripping."

Payment will include all equipment and labor necessary for excavating, transporting and stockpiling of excavated material; final shaping and grading of excavated areas; all stockpiling of materials in segregated form to provide for required zoning of materials in excavation backfilling; and all other incidental operations required to complete the work as specified in Section 31 00 00 EARTHWORK.

c. Unit of measure, Cubic Yard: CY

1.4.7 Geogrid

a. Measurement

SECTION 01 22 00.00 11 Page 8

Measurement for Geogrid satisfactorily installed shall be by the square yard, measured along the areas of work, as indicated on the Task Order drawings or indicated in the field by the Contracting Officer. No allowance will be made for waste, overlaps, damaged materials, repairs, or materials used for the convenience of the Contractor.

b. Payment

Payment for Geogrid will be made at the contract unit price per square yard for "Geogrid", which price and payment shall constitute full compensation for providing all plant, labor, and equipment, and performing all operations necessary for collecting and transporting the Geogrid from Ensley Engineer Yard in Memphis, TN to the job site and the complete and satisfactory installation of the Geogrid, all as specified in SECTION 31 00 00 EARTHWORK.

c. Unit of measure, Square Yard: SY

1.4.8 Geotextile

a. Measurement

Measurement for Geotextile satisfactorily installed shall be by the square yard, measured along the areas of work, as indicated on the Task Order drawings or indicated in the field by the Contracting Officer.

Allowance will be made for Geotextile in anchor and/or drainage trenches but no allowance will be made for waste, overlaps, damaged materials, repairs, or materials used for the convenience of the Contractor.

b. Payment

Payment for Geotextile will be made at the contract unit price per square yard for "Geotextile", which price and payment shall constitute full compensation for providing all plant, labor, materials, and equipment, and performing all operations necessary for the complete and satisfactory installation of the Geotextile, all as specified in

SECTION 31 05 22 - GEOTEXTILES USED AS FILTERS.

c. Unit of measure, Square Yard: SY

1.4.9 Corrugated Metal Pipe (CMP)

a. Measurement

Measurement for Corrugated Metal Pipe shall be made by the linear foot. Such measurement will be made in the field and will be based on the installed pipe length as determined and approved by the Contracting Officer.

b. Payment

Several sizes of Corrugated Metal Pipe appear in the bid schedule.

Payment for the Corrugated Metal Pipe will be made at the contract unit price per linear foot for "Corrugated Metal Pipe, (appropriate size)", which price and payment shall constitute full compensation for furnishing, assembling and installing the pipe in accordance with the manufacturer's directions; and all other operations incidental thereto;

SECTION 01 22 00.00 11 Page 9 all as specified in SECTION 32 25 00.00 11 CULVERT REMOVAL AND INSTALLATION and as applicable to the culvert.

c. Unit of measure, Linear Foot: LF

1.4.10 Polymer Coated CMP

a. Measurement

Measurement for Polymer Coated CMP shall be made by the linear foot.

Such measurement will be made in the field and will be based on the installed pipe length as determined and approved by the Contracting Officer.

b. Payment

Several sizes of Polymer Coated CMP appear in the bid schedule.

Payment for the Polymer Coated CMP will be made at the contract unit price per linear foot for "Polymer Coated CMP, (appropriate size)", which price and payment shall constitute full compensation for furnishing, assembling and installing the pipe in accordance with the manufacturer's directions; and all other operations incidental thereto;

all as specified in SECTION 32 25 00.00 11 CULVERT REMOVAL AND INSTALLATION and as applicable to the culvert.

c. Unit of measure, Linear Foot: LF

1.4.11 Flared End Section

a. Measurement

Measurement for Flared End Section satisfactorily installed shall be per each installed.

b. Payment

Several sizes of Flared End Section appear in the bid schedule.

Payment for Flared End Section will be made at the contract unit price for "Flared End Section, (appropriate size)", which price and payment shall constitute full compensation for furnishing and installing the Flared End Section in accordance with the manufacturer's directions;

and all other operations incidental thereto; all as specified in SECTION 32 25 00.00 11 CULVERT REMOVAL AND INSTALLATION and as applicable to the culvert.

c. Unit of measure, Each: EA

1.4.12 Flap Gate

a. Measurement

Measurement for Flap Gate satisfactorily installed shall be per each installed.

b. Payment

Several sizes of Flap Gate appear in the bid schedule. Payment for the Flap Gate will be made at the contract unit price for "Flap Gate, (appropriate size)", which price and payment shall constitute full

SECTION 01 22 00.00 11 Page 10 compensation for furnishing and installing the Flap Gate in accordance with the manufacturer's directions; and all other operations incidental thereto; all as specified in SECTION 32 25 00.00 11 CULVERT REMOVAL AND INSTALLATION and as applicable to the culvert.

c. Unit of measure, Each: EA

1.4.13 Bedding Material

a. Measurement

Measurement for Bedding material shall be made in the presence of a Government Inspector by weighing on approved, accurately calibrated scales furnished by and at the expense of the Contractor. Weight certificates furnished by a public weighmaster 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.

b. Payment

Payment for Bedding Material will be made at the contract unit price per ton for "Bedding Material," which price and payment shall constitute full compensation for furnishing all material, equipment, and performing all labor for placing bedding material; and all other operations incidental thereto; all as specified in SECTION 35 31 19.00 11 STONE PROTECTION. Transportation costs associated with loading and transporting bedding material are provided for separately under the unit price payment item "Transportation of Bedding Material, Aggregate Surfacing and/or Riprap".

c. Unit of measure, Ton: TN

1.4.14 Aggregate Surfacing

a. Measurement

Measurement for Aggregate Surfacing shall be made as follows. If the Aggregate Surfacing is delivered by railroad, weights as acceptable to the railroad for freight charge purposes will be accepted as measurement of the Aggregate Surfacing. Copies of freight bills or certifications of weights acceptable to the railroad for freight charge purposes shall be furnished to the Government Inspector. If not delivered by railroad, but delivered by truck, the Aggregate Surfacing shall be measured for payment, in the presence of a Government Inspector unless waived by the Contracting Officer, by weighing 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.

b. Payment

Payment for Aggregate Surfacing will be made at the contract unit price per ton for "Aggregate Surfacing," which price and payment shall constitute full compensation for furnishing all material, equipment, and performing all labor for placing and compacting the Aggregate

SECTION 01 22 00.00 11 Page 11

Surfacing; and all other operations incidental thereto; all as specified in SECTION 32 15 00.00 11 AGGREGATE SURFACE COURSE.

Transportation costs associated with loading and transporting aggregate surfacing are provided for separately under the unit price payment item "Transportation of Bedding Material, Aggregate Surfacing and/or Riprap".

c. Unit of measure, Ton: TN

1.4.15 Riprap

a. Measurement

Measurement for Riprap shall be by the ton (2,000 pounds), measured by weighing each truckload to the nearest 1/10 ton, and the final quantity of the whole sum for Riprap rounded to the nearest whole ton. When Riprap is delivered by truck, the material shall be measured for payment, in the presence of a Government Inspector, unless the Contracting Officer waives such right, by weighing on approved, accurately calibrated scales furnished by and at the expense of the Contractor. Scales shall be of sufficient length to permit simultaneous weighing of all axle loads and shall be inspected, tested and sealed as directed to assure accuracy within 0.5 percent throughout the range of the scales. Scales shall be checked and certified before any material hauling; also, rechecked and re-certified whenever a variance is suspected. Individual weight tickets for each truckload of Riprap shall be furnished to the Government Inspector at the time of delivery. At a minimum, all weight tickets shall have the contract number or project name, the gross weight, the vehicle identity and empty weight, and the net load weight. Scales that produce this information printed on the weight tickets are preferred. Weight certificates furnished by a Public Weighmaster, where available, will be acceptable, when authorized by the Contracting Officer. The Contractor has the option to use certified, and otherwise acceptable, scales that are Contractor furnished, quarry/supplier furnished, or commercial/public facilities.

b. Payment

Several sizes of Riprap appear in the bid schedule. Payment for Riprap will be made at the contract unit price per ton for "Riprap, (appropriate size)," which price and payment shall include all costs of furnishing, handling, placing and maintaining the Riprap, as specified in SECTION 35 31 19.00 11 STONE PROTECTION. Excavation for the placement of riprap shall be considered incidental to this item of work. Transportation costs associated with loading and transporting riprap are provided for separately under the unit price payment item "Transportation of Bedding Material, Aggregate Surfacing and/or Riprap".

c. Unit of measure, Ton: TN

1.4.16 Transportation of Bedding Material, Aggregate Surfacing and/or Riprap

a. Measurement

Transportation of bedding material, aggregate surfacing and/or riprap delivered to the job site will be measured for payment by multiplying the quantity (in tons) of bedding material, aggregate surfacing and/or riprap by the one-way haul distance (in miles) from the nearest

SECTION 01 22 00.00 11 Page 12

Contracting Officer approved source of bedding material, aggregate surfacing and/or riprap to the midpoint of the job site. A reasonable one-way haul route shall be determined by the Contracting Officer for each Task Order. The one-way haul route distance will be rounded to the nearest whole mile. Measurements shall be weighed upon a certified scale furnished by and at the expense of the Contractor. A copy of the certification from the regulation agency attesting to the scale's accuracy shall be submitted to the Contracting Officer. Weight certificates furnished by a public weighmaster 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.

b. Payment

Payment for transportation of bedding material, aggregate surfacing and/or riprap will be made at the contract unit price per ton-mile for "Transportation of Bedding Material, Aggregate Surfacing and/or Riprap", which price and payment shall constitute full compensation for loading, unloading, and transporting bedding material, aggregate surfacing and/or riprap.

c. Unit of measure, Ton-Mile: TN-MI

1.4.17 Grout

a. Measurement

Measurement for Grout will be made for the actual volume of Grout placed as specified in the Task Order drawings or indicated in the field by the Contracting Officer. The total quantity of Grout will be computed from the weights and specific gravities of the component materials used in accordance with the design mix. The necessary tests and computations for determining the volume of grout, except batch weighting of component materials, will be made by the Contractor at his expense. In lieu of measurement as specified hereinbefore, certified volume tickets from the batch plant will be accepted as measurement if grout is mixed at a commercial batch plant and delivered by truck.

b. Payment

Payment for Grout will be made at the contract unit price for "Grout," which price and payment shall constitute full compensation for furnishing all materials, equipment and labor, manufacturing, transporting, placing the Grout and curing as required, and performing all other operations incidental thereto; all as specified in SECTION

35 31 19.00 11 STONE PROTECTION.

c. Unit of measure, Cubic Yard: CY

1.4.18 Semi-compacted Backfill

a. Measurement

Measurement for Semi-compacted Backfill shall be as specified in Section 00 80 00.00 11 SPECIAL CONTRACT REQUIREMENTS, in the paragraph entitled QUANTITY SURVEYS. The basis for the measurement will be cross sections of the areas to be filled, overlaid by the theoretical sections of the completed backfill or embankment constructed within the

SECTION 01 22 00.00 11 Page 13 specified tolerance. Cross sections of the existing area to be filled shall be taken after clearing, grubbing, stripping, and, where applicable, excavation and after those areas have been graded out so that no depressions are present and the surface is ready to have fill introduced, but prior to commencement of benching operations if required. The cubic yardage to be paid for will be determined by the average end area method between the cross sections of the areas to be filled and the theoretical cross sections of the completed backfill or embankment. Backfill or embankment not constructed to specified grade and section including allowable tolerance as indicated on the Contractor's compliance survey will not be accepted. No allowance or payment will be made for backfill or embankment material placed outside the required theoretical grade and section. Unless otherwise approved by the Contracting Officer, the Contractor is to use on-site material obtained from the required excavations and/or from the existing levee slide to be repaired for fill material. Placement of semi-compacted backfill shall be in accordance with paragraph "Semi-compacted Backill" in SECTION 31 00 00 EARTHWORK.

b. Payment

Payment for Semi-compacted Backfill will be made at the contract unit price per cubic yard for "Semi-compacted Backfill," which price and payment shall constitute full compensation for furnishing all equipment and performing all labor for processing, placement and compaction of fill material as specified in SECTION 31 00 00 EARTHWORK and all other operations incidental thereto.

c. Unit of measure, Cubic Yard: CY

1.4.19 Compacted Backfill

a. Measurement

Measurement for Compacted Backfill shall be as specified in Section 00 80 00.00 11 SPECIAL CONTRACT REQUIREMENTS, in the paragraph entitled QUANTITY SURVEYS. The basis for the measurement will be cross sections of the areas to be filled, overlaid by the theoretical sections of the completed backfill or embankment constructed within the specified tolerance. Cross sections of the existing area to be filled shall be taken after clearing, grubbing, stripping, and, where applicable, excavation and after those areas have been graded out so that no depressions are present and the surface is ready to have fill introduced, but prior to commencement of benching operations if required. The cubic yardage to be paid for will be determined by the average end area method between the cross sections of the areas to be filled and the theoretical cross sections of the completed backfill or embankment. Backfill or embankment not constructed to specified grade and section including allowable tolerance as indicated on the Contractor's compliance survey will not be accepted. No allowance or payment will be made for backfill or embankment material placed outside the required theoretical grade and section. Unless otherwise approved by the Contracting Officer, the Contractor is to use on-site material obtained from the required excavations and/or from the existing levee slide to be repaired for fill material. Materials used for and placement of Compacted Backfill shall be in accordance with paragraph "Compacted Backfill", including all subparagraphs, in SECTION 31 00 00

EARTHWORK.

SECTION 01 22 00.00 11 Page 14

b. Payment

Payment for Compacted Backfill will be made at the contract unit price per cubic yard for "Compacted Backfill," which price and payment shall constitute full compensation for furnishing all equipment and performing all labor for processing, placement and compaction of fill material as specified in SECTION 31 00 00 EARTHWORK and all other operations incidental thereto.

c. Unit of measure, Cubic Yard: CY

1.4.20 Establishment of Turf

a. Measurement

Measurement for Establishment of Turf shall be by the acre, measured along the slopes of 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. Measurement for Establishment of Turf shall be limited to those areas specified in the Task Order drawings or indicated in the field by the Contracting Officer.

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 as specified in SECTION 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

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 22 00.00 11 Page 15

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

11/25/08

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 CONTRACTOR'S RESPONSIBILITIES

1.9 GOVERNMENT'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 Information Only

1.13 APPROVED SUBMITTALS

1.14 DISAPPROVED SUBMITTALS

1.15 WITHHOLDING OF PAYMENT

1.16 GENERAL

1.17 SUBMITTAL REGISTER

1.18 SCHEDULING

1.19 TRANSMITTAL SHEET (ENG FORM 4025)

1.20 GOVERNMENT APPROVED SUBMITTALS

1.21 INFORMATION ONLY SUBMITTALS

1.22 STAMPS

PART 2 PRODUCTS (Not Used)

SECTION 01 33 00 Page 1

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

11/25/08

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 Area Office listed in the Task Order.

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 Area Office listed in the Task Order.

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

SECTION 01 33 00 Page 6 resubmittal is the same as for initial submittal.

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 the Area Office listed in the Task Order 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…