SPECIFICATIONS.pdf

PROJECT TABLE OF CONTENTS

SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 22 00.00 11 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

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

01 45 04.00 11 CONTRACTOR QUALITY CONTROL

01 57 20.00 11 01 57 25.00 11 01 58 01.00 11

ENVIRONMENTAL PROTECTION

STORM WATER POLLUTION PREVENTION PLAN

PROJECT SIGN, BARRICADES, AND TRAFFIC CONTROL SIGNS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

Relief Well Matoc RWMATOC

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 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.

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Section 01 22 00.00 11 Page 2

c. Unit of measure, Job: JA

1.1.3 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, 32 25 00.00 11 CULVERT REMOVAL AND INSTALLATION,

and 33 26 00.01 11 RELIEF WELL MAINTENANCE 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.

1.1.4 Stormwater Pollution Prevention Plan

No measurement will be made for Stormwater Pollution Prevention Plan.

Payment for Stormwater Pollution Prevention Plan (SWPPP) will be made at the job price for "Stormwater Pollution Prevention Plan", 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.

1.1.5 Traffic Control and Signage

a. Payment

Payment will be made for all costs associated with traffic control and signage as defined in Section 01 58 01.00 11 - PROJECT SIGNS, BARRICADES, AND TRAFFIC CONTROL, shown in plans and as directed by the

Contracting Officer at the Contract job price for "Traffic Control and

Signage".

b.Unit of measure, Job: JA

1.1.6 Piezometer Data Collection

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Section 01 22 00.00 11 Page 3

No measurement will be made for Piezometer Data Collection.

Payment will be made at the contract unit price for "Piezometer Data

Collection", whick price and payment shall constitute full compensastion for furnishing all labor necessary for the recording of piezometer data as described in Section 33 28 00.00 11 PIEZOMETERS.

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.

Payment items for the work of this contract for which unit price payments will be made are listed in the BIDDING SCHEDULE and 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 related work required for which separate payment is not otherwise provided.

1.2.1 Remobiliztion

Measurement will be made per mile traveled.

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

1.2.2 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 and

CONSTRUCTION VEHICLE WASH-DOWN RACKS below. Any additional costs associated with Storm Water Pollution Prevention, other than these listed, shall be

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Section 01 22 00.00 11 Page 4 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.

1.2.2.1 Silt Fence

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

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.

c. Unit of measure, Linear Foot: LF.

1.2.2.2 Erosion Control Berm

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

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 cleanup.

c. Unit of measure, Linear Foot: LF.

1.2.2.3 Temporary Environmental Seeding

Measurement for Temporary Environmental Seeding will be per acre.

Section 01 22 00.00 11 Page 5

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

1.2.2.4 Check Dams

Measurement for check dams satisfactorily placed will be per each.

Payment for check dams as specified herein will be made at the contract unit price per each for "Check Dams" 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 placement and maintenance of Check Dams throughout the contract period, including final dressing and cleanup.

c. Unit of measure, Each: EA.

1.2.3 Clearing

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.

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.

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Section 01 22 00.00 11 Page 6

1.2.4 Grubbing

Measurement for Grubbing shall be made by the acre, measured along the 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.

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.

1.2.5 Stripping

Measurement for Stripping shall be made by the acre, measured along the 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.

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.

1.2.6 Excavation

Section 01 22 00.00 11 Page 7

Measurement for Excavation shall be as specified in Section 00 80 00.00

11 SPECIAL CONTRACT REQUIREMENTS, in the paragraph entitled LAYOUT OF

WORK. 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 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 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.

Payment for excavation will be made at the contract unit price per cubic yard 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 Contract Drawings. Topsoil stripping will not be measured for payment under this line item, but will be included in

"Stripping." Excavation in the borrow pit will not be measured for payment under this line item, but will be included in the line item for the associated fill material. Payment will include all equipment and labor necessary for excavating, transporting and stockpiling of excavated material within the site; 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 32 23 00.00 12 Excavation.

c. Unit of measure, Cubic Yard: CY

1.2.7 Embankment, Semi-compacted Fill

Measurement for Embankment, Semi-compacted 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 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 embankment.

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 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

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Section 01 22 00.00 11 Page 8 excavations and/or from the existing levee slide to be repaired for fill material. Any additional fill material required shall be measured and paid for as specified for "Additional Borrow" below. Placement of

Embankment, Semi-compacted shall be in accordance with paragraph "Semi-compacted Backill" in SECTION 32 24 00.00 12 EMBANKMENT.

Payment for Embankment, Semi-compacted will be made at the contract unit price per cubic yard for "Embankment, Semi-compacted," 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 32 24 00.00 12

EMBANKMENT and all other operations incidental thereto.

1.2.8 Embankment, Compacted Fill

Measurement for Embankment, Compacted 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 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 embankment. 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 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. Any additional fill material required shall be measured and paid for as specified for

"Additional Borrow" below. Materials used for and placement of

Embankment, Compacted shall be in accordance with paragraph "Compacted

Backfill", including all subparagraphs, in SECTION 32 34 00.00 12

EMBANKMENT.

Payment for Embankment, Compacted will be made at the contract unit price per cubic yard for "Embankment, Compacted," which price and payment shall constitute full compensation for furnishing all equipment and performing all labor for processing, placement, testing and compaction of fill material as specified in SECTION 32 24 00.00 12

EMBANKMENT and all other operations incidental thereto.

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Section 01 22 00.00 11 Page 9

1.2.9 Additional Borrow

Measurement for Additional Borrow 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 remaining to be filled, overlaid by the theoretical sections of the completed embankment constructed within the specified tolerance. Cross sections of the areas remaining to be filled shall be taken after clearing, grubbing, stripping, any required excavation, and placement and compaction of all available on-site material as specified above for the appropriate embankment item, 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 remaining to be filled and the theoretical cross sections of the completed embankment. 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 embankment material placed outside the required theoretical grade and section. Unless otherwise specified by the Contracting Officer, the Contractor shall obtain additional borrow material from a Contractor supplied borrow area. Materials provided shall meet the requirements of the embankment item for which they are being obtained as specified above and in SECTION 32 24 00.00 12

EMBANKMENT.

Payment for Additional Borrow will be made at the contract unit price per cubic yard for "Additional Borrow," which price and payment shall constitute full compensation for acquiring,testing and getting approval of a borrow source; furnishing all material, equipment and labor; and performing all operations necessary for the excavation and hauling of suitable fill material to the job site as specified in SECTION 32 24

00.00 12 EMBANKMENT. Placement and compaction of fill material shall not be measured for payment under this item, but shall be included with the appropriate embankment item above. Payment for this item shall include any construction of ramps, unwatering (to be defined as the removal and disposal of storm water, seepage water, and any other water impounded on the ground surface within the construction limits that is identified by the Contracting Officer as an impediment to the construction) and development of borrow area; all operations necessary to establish and maintain haul road trafficability such as but not limited to clearing, grubbing, stripping, scraping, grading, smoothing, compacting, matting or rafting, installation and removal of low water crossings, dust abatement, and any other operations necessary to maintain the road, and, upon project completion, returning the haul road to its before construction state or better; and all other operations incidental thereto.

1.2.10 Geogrid

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Section 01 22 00.00 11 Page 10

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.

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 the complete and satisfactory installation of the Geogrid, all as specified in SECTION 31 05 21

GEOGRID SOIL REINFORCEMENT.

c. Unit of measure, Square Yard: SY

1.2.11 Geotextile Fabric

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.

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

1.2.12 Storm Drainage Pipe

Measurement for Storm Drainage 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.

Payment for Storm Drainage Pipe will be made at the contract unit price per linear foot for the "type of pipe specified on the Task Order drawings, XX-inch Dia.", 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

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Section 01 22 00.00 11 Page 11 incidental thereto; all as specified in SECTION 33 40 00 STORM DRAINAGE

UTILITIES and as applicable to the culvert or pipe. Trench excavation, pipe bedding material, and trench backfill shall all be paid under

"Excavation", "Bedding Material", "Embankment, Compacted", respectively.

c. Unit of measure, Linear Foot: LF

1.2.13 Manholes

Measurement for Manholes shall be made by each manhole satisfactorily installed. Such measurement will be made in the field as determined and approved by the Contracting Officer.

Payment for the Manhole will be made at the contract unit price per each for "Manhole", which price and payment shall constitute full compensation for all equipment, labor, materials, bedding or backfill material, placement, backfilling, frame and grate or lid, concrete collar (if required), and pipe connections in accordance with the manufacturer's directions and all other operations incidental thereto;

all as specified in SECTION 33 40 00 STORM DRAINAGE UTILITIES.

c. Unit of measure, Each: EA

1.2.14 Flared End Section

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

Payment for Flared End Section will be made at the contract unit price per each for "Flared End Section, XX-inch Dia.", 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. Trench excavation, pipe bedding material, and trench backfill shall all be paid under "Excavation", "Bedding Material", "Embankment, Compacted", respectively.

1.2.15 Flap Gate

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

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Payment for the Flap Gate will be made at the contract unit price per each for "Flap Gate, XX-inch Dia.", which price and payment shall constitute full 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.

1.2.16 Stone Procurement

Measurement for "Riprap, R-90 Procurement", "Riprap, R-200

Procurement", "Riprap, R-400 Procurement", "Bedding Material

Procurement", and "Aggregate Surfacing Procurement" shall be by the ton

(2,000 pounds). Aggregate shall be 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.

Payment for Stone Placement will be made at the contract unit price per ton for "Riprap, R-90 Procurement", "Riprap, R-200 Procurement", "Riprap, R-400 Procurement", "Bedding Material Procurement", and

"Aggregate Surfacing Procurement", which price and payment shall include all costs of furnishing stone products, as specified in SECTION

35 31 19.00 11 STONE PROTECTION.

c. Unit of measure, Ton: TN

1.2.17 Stone Placement

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No separate measurement for Stone Placement shall be made; instead, measurement for Stone Placement shall be identical to the quanity indicated on the corresponding line of Stone Procurement.

Payment will be made at the contract unit price per ton for "Riprap, R-

90 Placement", "Riprap, R-200 Placement", "Riprap, R-400 Placement", "Bedding Material Placement", and "Aggregate Surfacing Placement" which price and payment shall include all costs of on-site storage, handling, placing. and maintaining stone products, as specified in SECTION 35 31

19.00 11 STONE PROTECTION. Excavation for the placement of stone products shall be considered incidental to this item of work.

c. Unit of measure, Ton: TN

1.2.18 Stone Transport

No separate measurement for Stone Transport shall be made; instead, measurement for Stone Transport shall be identical to the quanity indicated on the corresponding line of Stone Procurement.

Payment will be made at the contract unit price per ton for "Riprap, R-

90 Transport", "Riprap, R-200 Transport", "Riprap, R-400 Transport", "Bedding Material Transport", and "Aggregate Surfacing Transport" which price and payment shall include all costs of handling and transport from the procurement location to the project site as specified in

SECTION 35 31 19.00 11 STONE PROTECTION.

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

1.2.19 Relief Wells

Relief wells will be measured for payment by the linear foot of completed well between the ground surface and the elevation at the bottom of the well screen.

Payment for relief wells will be made at the applicable contract unit price, per linear foot, for "Relief Wells 8-inch" and "Relief Wells 10-inch", which price shall constitute full compensation for construction of relief wells all as specified in Section 33 26 00.00 11 RELIEF

WELLS. Wells ordered abandoned by the Contracting Officer before installation of well screen and riser, due to no fault of the

Contractor, will be paid for at 50 percent of the applicable contract unit price per linear foot, for "Relief Wells 8-inch". Wells ordered abandoned by the Contracting Officer after installation of well screen and casing, due to no fault of the Contractor, will be paid for at the full applicable contract unit price for "Relief Wells 8-inch". No payment will be made for placement or replacement of temporary drilling

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Section 01 22 00.00 11 Page 14 casings or repair of damage resulting from Contractor operations. No separate payment will be made for relief well screen, risers, gravel pack, grout, development, sand and concrete backfill, discharge or outlet discharge assembly. No payment will be made for any wells or drilled holes that, in the opinion of the Contracting Officer, are abandoned due to Contractor fault or neglect.

c. Unit of measure: Linear Foot: LF.

1.2.20 Piezometers Installation

Piezometers will be measured for payment by the linear foot of completed piezometer, between the top of the piezometer and the elevation two feet below the tip of the piezometer.

Payment will be made at the contract unit price per linear foot for

"Piezometers", which price and payment shall constitute full compensation for furnishing all plant, labor, materials including concrete, equipment, and performing all operations necessary for the installation of the piezometers, as specified in Section 33 28 00.00 11

PIEZOMETERS.

c. Unit of measure: Linear Foot: LF.

1.2.21 Piezometer Testing

Piezometers Testing will be measured for payment by each piezometer installed.

Payment will be made at the contract unit price for "Piezometer

Testing", which price and payment shall constitute full compensation for furnishing all plant, labor, materials necessary for the testing of the piezometers, as specified in Section 33 28 00.00 11 PIEZOMETERS paragraph 3.2.

c. Unit of measure: Each: EA.

1.2.22 Pilot Hole Drilling, Sampling, Testing, and Reporting

Pilot Hole Borings will be measured for payment by the linear foot.

Payment will be made at the contract unit price per linear foot for

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Section 01 22 00.00 11 Page 15 sieve analysis tests, and the maintaining of a field boring log as specified in Section 33 26 00.00 11 RELIEF WELLS.

c. Unit of measure, Linear Feet: LF.

1.2.23 Fifteen Minute Pump Test

Measurement for this Contract Line Item shall be made in terms of each

15-min duration pump test.

Payment will be made at the contract unit price for "15-min Pump Test" and shall be considered full compensation for all work under this contract line item including but not limited to transport of on-site equipment to the wells, setting up and preparing all equipment necessary for test, pumping water from the well for a duration of 15 minutes, safely discharging pumped water so as to prevent damages, recording drawdown measurements at specified time increments, breaking down and packing up all equipment necessary for test, and other incidental items.

1.2.24 Two Hour Pump Test

2-hr duration pump test.

Payment will be made at the contract unit price for "2-Hour Pump Test"

Contract Line Item including but not limited to transport of on-site equipment to the wells, setting up and preparing all equipment necessary for test, pumping water from the well for a duration of 2 hrs, safely discharging pumped water so as to prevent damages, recording drawdown measurements at specified time increments, breaking down and packing up all equipment necessary for test, and other

1.2.25 Additional Pump Testing

Measurement for Additional Pump Testing shall be made in terms of 15-min intervals of additional pump testing.

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Section 01 22 00.00 11 Page 16

Payment will be made at the contract unit price for "Additional Pump

Testing" and shall be considered full compensation for all work under this Contract Line Item including but not limited to transport of on-site equipment to the wells, setting up and preparing all equipment necessary for test, pumping water from the well for the duration specified by the task order, safely discharging pumped water so as to prevent damages, recording drawdown measurements at specified time increments, breaking down and packing up all equipment necessary for test, and other incidental items.

c. Unit of measure: Hour: HR.

1.2.26 Sand Test

test performed.

Payment will be made at the contract unit price and shall be considered full compensation for all work under this Contract Line Item including but not limited to adjusting flow rate through sand tester apparatus, reading sanding rate, recording measurements, and other incidental items. Since the sand test will be performed concurrently with a pump test, the payment for sand test will include only that work related directly to the sand test itself, with the work related to the pump test paid separately under the appropriate Contract Line Item.

1.2.27 Turbidity Test

Payment will be made at the Contract Line Item price and shall be considered full compensation for all work under this Contract Line Item including but not limited to inserting turbidity measuring equipment into the well, collecting turbidity measurements as required by the task order, recording results in accordance with the task order, removing turbidity measuring equipment from the well, and other incidental items. Multiple measurements taken in the same well shall be considered separate tests.

1.2.28 Dissolved Oxygen Test

Section 01 22 00.00 11 Page 17 including but not limited to inserting dissolved oxygen measuring equipment into the well, collecting dissolved oxygen measurements as required by the task order, recording results in accordance with the task order, removing dissolved oxygen measuring equipment from the well, and other incidental items. Multiple measurements taken in the same well shall be considered separate tests.

1.2.29 Slug Test

including but not limited to changing water level in the well by at least 2 ft, measuring drawdown water level at specified time increments, and other incidental items. Tests performed in conjunction with pump tests will be considered separate tests for purposes of invoicing and payment.

1.2.30 Well Discharge Measurement

well for which the discharge is measured. Refer to Section 33 26 00.01

11 for procedure to be followed for each measurement.

including but not limited to removing well guard cover and check valve, collecting and averaging at least 3 separate flow rate measurements, reinstalling check valve and well guard cover, and other incidental items.

1.2.31 Sounding

Section 01 22 00.00 11 Page 18 measurement made and recorded.

including but not limited to accessing the well, measuring depth, and other incidental items.

1.2.32 Video Inspection

well inspected.

including but not limited to setting up video equipment, performing video inspection, and other incidental items.

1.2.33 Air Lifting

well cleaned.

Payment will be made at the Contract Line Item price for "Air Lifting"

Contract Line Item including but not limited to accessing well, setting up air lift equipment, injecting compressed air into well to lift debris up and out of well, and other incidental items. If multiple rounds of air lifting are required to adequately remove debris and sediment from a well, the entire process shall be considered a single work item for purposes of payment.

1.2.34 Well Cleaning

well cleaned.

Section 01 22 00.00 11 Page 19

Payment will be made at the Contract Line Item price for "Well

Cleaning", which price and payment shall constitute full compensation for all plant, materials, and labor for performing well cleaning operations as specified in Section 33 26 00.01 11 RELIEF WELL

MAINTENANCE.

1.2.35 Mowing, Tree Trimming, and Brush Removal

Measurement for Mowing, Tree Trimming, and Brush Removal will be made in terms of each well that requires mowing, tree trimming, and/or clearing in order to provide adequate access for the work required. The work shall include all plant, labor, and materials necessary to perform the work.

including but not limited to equipment rental fees, transportation costs, personnel fees and wages, monitoring and maintenance costs, coordination with land owners, disposal of debris, and other incidental items.

c. Unit of measure: Each: EA

1.2.36 Relief Well Guard Post Demolition

Measurement for Guard Post Demolition shall be made in terms of each guard post demolished.

including but not limited to excavation, removal, and disposal of existing guard post and other incidental items.

1.2.37 Relief Well Guard Post

Measurement for Relief Well Guard Post shall be made in terms of each guard post installed.

Section 01 22 00.00 11 Page 20 including but not limited to drilling or digging hole, placing and aligning pipe, placing and finishing concrete fill, and other

1.2.38 Relief Well Guard Post Painting

Measurement for Relief Well Guard Post Painting shall be made in terms of each guard post painted.

including but not limited to cleaning and preparing the surface of the guard post, applying paint, protecting wet paint from damage due to inclement weather, and other incidental items.

1.2.39 Well Head Demolition

Measurement for Well Head Demolition shall be made in terms of each well head demolished.

including but not limited to temporary displacing and replacing of riprap protection adjacent to well pad, breaking and removing existing concrete well pad, removing existing well guard and cover, and other

1.2.40 Well Head Installation

Measurement for Well Head Installation shall be made in terms of each well head installed.

including but not limited to minor earthwork required to erect formwork for concrete pad, forming and pouring concrete pad, installing well guard, installing guard cover, and other incidental items.

Section 01 22 00.00 11 Page 21

1.2.41 Angular Face Ring Demolition

Measurement for Angular Face Ring Demolition shall be made in terms of each angular face ring demolished.

including but not limited to cutting, removal, and disposal of existing angular face ring and other incidental items.

1.2.42 Angular Face Ring Installation

Measurement for Angular Face Ring Installation shall be made in terms of each angular face ring installed.

including but not limited to fitting, aligning, and welding new angular face ring along with other incidental items.

1.2.43 Check Valve Fabrication

Measurement for Check Valve Fabrication shall be made in terms of each check valve fabricated and installed.

including but not limited to fabricating new check valve assembly, removing and disposing of existing check valve (if any), placing new check valve assembly into well, and other incidental items.

1.2.44 Grout

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

Section 01 22 00.00 11 Page 22 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.

Payment for Grout will be made at the contract unit price per cubic yard 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.

1.2.45 Establishment of Turf

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.

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.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

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Section 01 33 00 Page 1

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.

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

Section 01 33 00 Page 2

SD-05 Design Data

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

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.

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 Wynne Are Office or 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

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Section 01 33 00 Page 3

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.

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 Wynne Area Office or 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.

Section 01 33 00 Page 4

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.