A07D-Specs.pdf

Farrenburg Phase 2 Culverts 7 & 8 Replacement

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 11 SUMMARY OF WORK

01 22 00.00 11 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

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

01 45 04.00 11 CONTRACTOR QUALITY CONTROL

01 57 20.00 11 ENVIRONMENTAL PROTECTION

01 57 25.00 11 STORM WATER POLLUTION PREVENTION PLAN

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

01 78 00.00 11 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 20 00.00 10 CONCRETE REINFORCING

03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 52 00 METAL RAILINGS

DIVISION 31 - EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

31 23 00.00 12 EXCAVATION

31 23 19.00 12 UNWATERING AND BYPASS DRAINAGE

31 24 00.00 12 EMBANKMENT

31 41 16 METAL SHEET PILING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 15 00.00 11 AGGREGATE SURFACE COURSE

32 92 32.01 11 ESTABLISHMENT OF TURF

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

PROJECT TABLE OF CONTENTS Page 1

FOR SOLICITATION

SPECIFICATIONS

W912EQ-18-B-0004

35 20 18 FLAP GATE AND APPURTENANCES

35 31 19.00 11 STONE PROTECTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

FOR SOLICITATION

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 11

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.2 EXISTING WORK

1.3 LOCATION OF UNDERGROUND FACILITIES

1.4 UAI SUBPART 5122.13 - EQUAL OPPORTUNITY FOR VETERANS (JAN 2017)

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 11 00.00 11

SECTION 01 11 00.00 11

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The project consists of replacing two culverts that cross under the Farrenburg Levee. Also, as part of this project the stretches of levee that are located within the construction easements for each of the culvert sites shall have their levee sections that are below the design grade elevation for the Farrenburg Levee of 309.0' raised to this elevation. Cofferdams will also be constructed at each of the culvert sites in order to provide flood protection during the culverts replacement work. A borrow site will be required as well as part of this project which will consist of existing haul road improvements/maintenance, as well as excavation, processing, and hauling a portion of the embankment material needed from the borrow site in order to complete the project.

The estimated value of the work is between $1,000,000 and $5,000,000.

1.1.2 Location

The work for this project is located in New Madrid County, Missouri. The exact location will be indicated on the contract drawings. The Contracting Officer's Representative will be available to show the construction sites of the work at the two organized site visits.

1.2 EXISTING WORK

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

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

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

1.3 LOCATION OF UNDERGROUND FACILITIES

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

SECTION 01 11 00.00 11

1.4 UAI SUBPART 5122.13 - EQUAL OPPORTUNITY FOR VETERANS (JAN 2017)

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:

U.S. Department of Labor Veterans employment:

www.vets.gov/

Federal veteran employment information:

http://www.fedshirevets.gov/index.aspx

Veterans' Employment and Training Service (VETS):

http://www.dol.gov/vets/

Veterans Opportunity to Work (VOW) Program:

http://benefits.va.gov/vow/

U.S. Army Warrior Transition Command Employment Index:

wtc.army.mil/modules/employers/index.html

Hiring Our Heroes initiative:

www.uschamberfoundation.org/hiring-our-heroes

Guide to Hiring Veterans:

www.whitehouse.gov/sites/default/files/docs/white_house_business_counc il_-_guide_to_hiring_veterans_0.pdf

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 11 00.00 11

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 11

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

1.1.1 Mobilization and Demobilization

1.1.2 Environmental Protection

1.1.3 Demolition

1.1.4 Unwatering

1.1.5 Write/Amend and Maintain SWPPP

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Storm Water Pollution Prevention

1.2.1.1 Silt Fence

1.2.2 Outlet Structure (Cast-in-Place)

1.2.3 36" Precast Flared End Section

1.2.4 36" Flap Gate

1.2.5 36" Reinforced Concrete Pipe (RCP)

1.2.6 Excavation

1.2.7 Culvert 7 - Levee Embankment

1.2.8 Culvert 7 - Cofferdam 1

1.2.9 Culvert 7 - Cofferdam 2

1.2.10 Culvert 8 - Levee Embankment

1.2.11 Culvert 8 - Cofferdam

1.2.12 Compacted Pervious Backfill

1.2.13 R-400 Riprap

1.2.14 Filter Material

1.2.15 Aggregate Surface Course

1.2.16 Geotextile Filter Fabric

1.2.17 Establishment of Turf

1.2.18 Additional Borrow - Culvert 7

1.2.19 Additional Borrow - Culvert 8

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 22 00.00 11

SECTION 01 22 00.00 11

MEASUREMENT AND PAYMENT

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

c. Unit of measure, Job: JA

1.1.3 Demolition

a. Measurement

No measurement will be made for Demolition.

b. Payment

Payment will be made for costs associated with Demolition, which shall include the removal of existing culverts from the levee, removal of all structures associated with those culverts, removal of the clearing and grubbing debris within the work limits that was previously cleared and grubbed by others prior to the start of this construction contract, and removal of all resulting rubbish and debris, disposal of demolished items, all equipment and labor, maintaining flow, clean up, and all other items incidental thereto as specified in Section 02 41 00 DEMOLITION. Excavation and stockpile of soil for the demolition of the existing culverts will be included under the line items for Excavation for each culvert.

c. Unit of measure, Job: JA

1.1.4 Unwatering

a. Measurement

No measurement will be made for Unwatering.

b. Payment

Payment will be made for costs associated with maintaining the existing interior drainage, including pumps, piping, ditches, dikes, berms, and any necessary appurtenances capable of intercepting surface water before it exits on any of the excavated interior surfaces at the culvert sites, providing control of surface water within restrictions and redirecting any necessary existing culvert flow. Payment will also include removal of surface water and maintaining the construction areas free from surface water during construction operations and all other work which may be necessary to unwater the site as specified in Section

31 23 19.00 12 UNWATERING AND BYPASS DRAINAGE.

c. Unit of measure, Job: JA

1.1.5 Write/Amend and Maintain SWPPP

a. Measurement

No measurement will be made for Write/Amend and Maintain SWPPP.

b. Payment

Payment for Write/Amend and Maintain SWPPP will be made at the contract job price for "Write/Amend and Maintain SWPPP". Price and payment shall constitute full compensation for Contractor creation, according to Section 01 57 25.00 11 STORM WATER POLLUTION PREVENTION PLAN, and submittal of the SWPPP to the US Army Corps of Engineers for approval, updating and maintaining of the project SWPPP throughout the duration

SECTION 01 22 00.00 11

of the project, conducting stormwater inspections, submitting appropriate reports to the Contracting Officer, and all other operations incidental thereto for the duration of the construction project.

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

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

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

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

1.2.1.1 Silt Fence

a. Measurement

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

b. Payment

Payment for Silt Fence installed as specified in Section 01 57 25.00 11 STORM WATER POLLUTION PREVENTION PLAN will be made at the contract unit

SECTION 01 22 00.00 11

price per linear foot for "Silt Fence" 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 Fence throughout the contract period, including final dressing and cleanup.

c. Unit of measure, Linear Foot: LF.

1.2.2 Outlet Structure (Cast-in-Place)

a. Measurement

Measurement for Outlet Structures (Cast-in-Place) satisfactorily constructed and installed shall be per outlet structure.

b. Payment

Payment for Outlet Structures (Cast-in-Place) satisfactorily constructed and installed will be made at the contract each price for "Outlet Structure (Cast-in-Place)". Price and payment shall constitute full compensation for furnishing all plant, labor, materials, and performing all operations, including final clean up, necessary for the construction and installation of the outlet structures, including sheet piles, as specified in the plans and in Sections 03 11 13.00 10

STRUCTURAL CAST-IN-PLACE CONCRETE FORMING, 03 20 00.00 10 CONCRETE

REINFORCING, 03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL

WORKS, 03 35 00.00 10 CONCRETE FINISHING, 03 39 00.00 10 CONCRETE

CURING, 05 52 00 METAL RAILINGS, and 31 41 16 METAL SHEET PILING.

c. Unit of measure, Each: EA

1.2.3 36" Precast Flared End Section

a. Measurement

Measurement for 36" Precast Flared End Section satisfactorily installed shall be per each inlet structure installed.

b. Payment

Payment for 36" Precast Flared End Section will be made at the contract each price for "36" Precast Flared End Section", which price and payment shall constitute full compensation for furnishing all plant, labor, materials and equipment, and performing all operations necessary, including final cleanup, for the installation of the 36" Precast Flared End Section as shown in the drawings and as specified in Section 33 40 00 STORM DRAINAGE UTILITIES. Also, included in the price and payment is the installation and construction of the flared end section's shear key shown in the drawings as well as any necessary regrading of the existing ditch to ensure proper drainage to the 36" Precast Flared End Section.

c. Unit of measure, Each: EA

1.2.4 36" Flap Gate

a. Measurement

SECTION 01 22 00.00 11

Measurement for 36" Flap Gate satisfactorily installed shall be per each flap gate installed.

b. Payment

Payment for 36" Flap Gate will be made at the contract each price for "36" Flap Gate", which price and payment shall constitute full compensation for furnishing all plant, labor, materials and equipment, and performing all operations necessary, including final cleanup, for the installation of the 36" Flap Gate according to the manufacturer's directions and as specified in Section 35 20 18 FLAP GATE AND

APPURTENANCES.

c. Unit of measure, Each: EA

1.2.5 36" Reinforced Concrete Pipe (RCP)

a. Measurement

Measurement for 36" Reinforced Concrete Pipe (RCP) satisfactorily installed shall be made by the linear foot.

b. Payment

Payment for 36" Reinforced Concrete Pipe (RCP) will be made at the contract unit price per linear foot for "36" Reinforced Concrete Pipe (RCP)", which price and payment shall constitute full compensation for furnishing all plant, labor, materials and equipment, and performing all operations necessary, including final cleanup, for the installation of the 36" Reinforced Concrete Pipe (RCP) to the lines and grades indicated on the plans and as specified in Section 33 40 00 STORM

DRAINAGE UTILITIES.

c. Unit of measure, Linear Foot: LF

1.2.6 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 cubic yardage to be paid will be determined by the volumes computed by the average end area method. The basis of measurement will be a cross section survey of the area before excavation 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.

b. Payment

Payment for excavation, performed as described in section 31 23 00.00 12 EXCAVATION, will be made at the applicable contract unit price per

SECTION 01 22 00.00 11

cubic yard for "Excavation", which price and payment includes furnishing all labor and equipment for the excavation and removal of all materials of whatever nature encountered as necessary to achieve the theoretical lines and grades shown on the Contract Drawings.

Topsoil stripping will be considered incidental to Excavation.

Excavation in the borrow pit will not be included under the Excavation line item.

c. Unit of measure, Cubic Yard: CY

1.2.7 Culvert 7 - Levee Embankment

a. Measurement

Measurement for Culvert 7 - Levee Embankment shall be as specified in Section 00 80 00.00 11 SPECIAL CONTRACT REQUIREMENTS, in the paragraph entitled QUANTITY SURVEYS. The cubic yardage to be paid will be determined by the volumes computed by the average end area method. The basis for the measurement will be cross sections of the excavated area and the existing levee, overlaid by the theoretical sections of the completed levee embankment constructed. Levee embankment not constructed to specified grade and section including allowable tolerance will not be accepted. No allowance or payment will be made for levee embankment material placed outside the required theoretical grade and section. For areas where lines and grades are shown on the drawings, measurement will be limited to those lines and grades.

b. Payment

Payment for Culvert 7 - Levee Embankment, which is to be placed as compacted impervious fill, performed as described in Section 31 24

00.00 12 EMBANKMENT will be made at the contract unit price per cubic yard for "Culvert 7 - Levee Embankment" which price and payment shall constitute full compensation for furnishing all equipment and performing all labor for construction of the completed levee embankment.

c. Unit of measure, Cubic Yard: CY

1.2.8 Culvert 7 - Cofferdam 1

a. Measurement

Measurement for Culvert 7 - Cofferdam 1 shall be as specified in Section 00 80 00.00 11 SPECIAL CONTRACT REQUIREMENTS, in the paragraph entitled QUANTITY SURVEYS. The cubic yardage to be paid will be determined by the volumes computed by the average end area method. The basis for the measurement will be cross sections of the existing surface, overlaid by the theoretical sections of the completed Culvert 7 - Cofferdam 1 constructed. Cofferdam embankment not constructed to specified grade and section including allowable tolerance will not be accepted. No allowance or payment will be made for cofferdam embankment material placed outside the required theoretical grade and section.

For areas where lines and grades are shown on the drawings, measurement will be limited to those lines and grades.

b. Payment

Payment for Culvert 7 - Cofferdam 1, which is to be placed as

SECTION 01 22 00.00 11

uncompacted impervious fill, performed as described in Section 31 24

00.00 12 EMBANKMENT will be made at the contract unit price per cubic yard for "Culvert 7 - Cofferdam 1" which price and payment shall constitute full compensation for furnishing all equipment and performing all labor for construction of the cofferdam.

c. Unit of measure, Cubic Yard: CY

1.2.9 Culvert 7 - Cofferdam 2

a. Measurement

Measurement for Culvert 7 - Cofferdam 2 shall be as specified in Section 00 80 00.00 11 SPECIAL CONTRACT REQUIREMENTS, in the paragraph entitled QUANTITY SURVEYS. The cubic yardage to be paid will be determined by the volumes computed by the average end area method. The basis for the measurement will be cross sections of the existing surface and Culvert 7 - Cofferdam 1, overlaid by the theoretical sections of the completed Culvert 7 - Cofferdam 2 constructed.

Cofferdam embankment not constructed to specified grade and section including allowable tolerance will not be accepted. No allowance or payment will be made for cofferdam embankment material placed outside the required theoretical grade and section. For areas where lines and grades are shown on the drawings, measurement will be limited to those lines and grades.

b. Payment

Payment for Culvert 7 - Cofferdam 2, which is to be placed as compacted impervious fill, performed as described in Section 31 24 00.00 12 EMBANKMENT will be made at the contract unit price per cubic yard for "Culvert 7 - Cofferdam 2" which price and payment shall constitute full compensation for furnishing all equipment and performing all labor for construction of the cofferdam.

c. Unit of measure, Cubic Yard: CY

1.2.10 Culvert 8 - Levee Embankment

a. Measurement

Measurement for Culvert 8 - Levee Embankment shall be as specified in Section 00 80 00.00 11 SPECIAL CONTRACT REQUIREMENTS, in the paragraph entitled QUANTITY SURVEYS. The cubic yardage to be paid will be determined by the volumes computed by the average end area method. The basis for the measurement will be cross sections of the excavated area and the existing levee, overlaid by the theoretical sections of the completed levee embankment constructed. Levee embankment not constructed to specified grade and section including allowable tolerance will not be accepted. No allowance or payment will be made for levee embankment material placed outside the required theoretical grade and section. For areas where lines and grades are shown on the drawings, measurement will be limited to those lines and grades.

b. Payment

Payment for Culvert 8 - Levee Embankment, which is to be placed as compacted impervious fill, performed as described in Section 31 24

00.00 12 EMBANKMENT will be made at the contract unit price per cubic

SECTION 01 22 00.00 11

yard for "Culvert 8 - Levee Embankment" which price and payment shall constitute full compensation for furnishing all equipment and performing all labor for construction of the completed levee embankment. Price and payment shall also include all operations necessary for hauling, placement, and compaction of the material left over from the Culvert 7 - Levee Embankment construction.

c. Unit of measure, Cubic Yard: CY

1.2.11 Culvert 8 - Cofferdam

a. Measurement

Measurement for Culvert 8 - Cofferdam shall be as specified in Section 00 80 00.00 11 SPECIAL CONTRACT REQUIREMENTS, in the paragraph entitled QUANTITY SURVEYS. The cubic yardage to be paid will be determined by the volumes computed by the average end area method. The basis for the measurement will be cross sections of the existing surface, overlaid by the theoretical sections of the completed Culvert 8 - Cofferdam constructed. Cofferdam embankment not constructed to specified grade and section including allowable tolerance will not be accepted. No allowance or payment will be made for cofferdam embankment material placed outside the required theoretical grade and section. For areas where lines and grades are shown on the drawings, measurement will be limited to those lines and grades.

b. Payment

Payment for Culvert 8 - Cofferdam, which is to be placed as compacted impervious fill, performed as described in Section 31 24 00.00 12 EMBANKMENT will be made at the contract unit price per cubic yard for "Culvert 8 - Cofferdam" which price and payment shall constitute full compensation for furnishing all equipment and performing all labor for construction of the cofferdam.

c. Unit of measure, Cubic Yard: CY

1.2.12 Compacted Pervious Backfill

a. Measurement

Measurement for Compacted Pervious Backfill 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 pervious backfill rounded to the nearest whole ton. When pervious backfill 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 pervious backfill 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

SECTION 01 22 00.00 11

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

Payment for Compacted Pervious Backfill will be made at the contract unit price per ton for "Compacted Pervious Backfill", which price and payment shall constitute full compensation for furnishing all equipment and performing all labor necessary for processing, placement, and compaction of the Compacted Pervious Backfill material as specified in Section 31 24 00.00 12 EMBANKMENT.

c. Unit of measure, Ton: TN

1.2.13 R-400 Riprap

a. Measurement

Measurement for R-400 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 R-400 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 R-400 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

Payment for R-400 Riprap will be made at the contract unit price per ton for "R-400 Riprap", which price and payment shall include all costs of furnishing, hauling, handling, placing and maintaining the R-400 Riprap as specified in Section 35 31 19.00 11 STONE PROTECTION.

Excavation costs associated with the placement of the R-400 Riprap is included under the line item for "Excavation".

c. Unit of measure, Ton: TN

1.2.14 Filter Material

a. Measurement

SECTION 01 22 00.00 11

Measurement for Filter Material 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 Filter Material rounded to the nearest whole ton. When Filter Material 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 Filter Material 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

Payment for Filter Material will be made at the contract unit price per ton for "Filter Material", which price and payment shall include all costs of furnishing, hauling, handling, placing and maintaining the Filter Material as specified in Section 35 31 19.00 11 STONE PROTECTION. Excavation costs associated with the placement of the Filter Material is included under the line item for "Excavation".

c. Unit of measure, Ton: TN

1.2.15 Aggregate Surface Course

a. Measurement

Measurement for Aggregate Surface Course 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 Aggregate Surface Course rounded to the nearest whole ton. When Aggregate Surface Course 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 Aggregate Surface Course 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

SECTION 01 22 00.00 11

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

Payment for Aggregate Surface Course will be made at the contract unit price per ton for "Aggregate Surface Course", which price and payment shall include all costs of furnishing, hauling, handling, placing and maintaining the Aggregate Surface Course as specified in Section 32 15

00.00 11 AGGREGGATE SURFACE COURSE.

c. Unit of measure, Ton: TN

1.2.16 Geotextile Filter Fabric

a. Measurement

Measurement for Geotextile Filter Fabric satisfactorily installed shall be by the square yard, measured along the areas of work, as indicated on the construction drawings or indicated in the field by the Contracting Officer. Allowance will be made for Geotextile Filter Fabric in anchor 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 Filter Fabric will be made at the contract unit price per square yard for "Geotextile Filter Fabric", which price and payment shall constitute full compensation for providing all plant, labor, materials, equipment, and for performing all operations necessary, inclduing final cleanup, for the complete and satisfactory installation of the Geotextile Filter Fabirc, all as specified in Section 31 05 22 GEOTEXTILES USED AS FILTERS.

c. Unit of measure, Square Yard: SY

1.2.17 Establishment of Turf

a. Measurement

Measurement for Establishment of Turf shall be by the acre, measured along the areas turfed within the right-of-way limits and computed to the nearest 1/10 of an acre for the satisfactorily completed and accepted work. Measurement for Establishment of Turf shall be limited to the areas specified in the drawings and as 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. The Establishment of Turf quantity shown for

SECTION 01 22 00.00 11

culvert 7 includes the estimated quantity for Establishment of Turf at the borrow site.

c. Unit of measure, Acre: AC

1.2.18 Additional Borrow - Culvert 7

a. Measurement

Measurement for Additional Borrow - Culvert 7 shall be as specified in Section 00 80 00.00 11 SPECIAL CONTRACT REQUIREMENTS, in the paragraph entitled QUANTITY SURVEYS. The cubic yardage to be paid will be determined by the volumes computed by the average end area method. The basis of measurement will be a cross section survey of the borrow area before excavation and a second cross section survey of the same area after the completion of the excavation. The quantity 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.

b. Payment

Payment for Additional Borrow - Culvert 7 will be made at the contract unit price per cubic yard for "Additional Borrow - Culvert 7," which price and payment shall constitute full compensation for furnishing all material, equipment, and labor; and performing all operations necessary for the excavation and hauling of suitable fill material to the culvert 7 job site as specified in Section 31 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. Topsoil stripping will be considered incidental to the Additional Borrow - Culvert 7 line item.

c. Unit of measure, Cubic Yard: CY

1.2.19 Additional Borrow - Culvert 8

a. Measurement

Measurement for Additional Borrow - Culvert 8 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

SECTION 01 22 00.00 11

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.

b. Payment

Payment for Additional Borrow - Culvert 8 will be made at the contract unit price per cubic yard for "Additional Borrow - Culvert 8," which price and payment shall constitute full compensation for furnishing all material, equipment, and labor; and performing all operations necessary for the hauling of the excess suitable fill material needed, as specified in Section 31 24 00.00 12 EMBANKMENT, from the culvert 7 job site to the culvert 8 job site. 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 including 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.

c. Unit of measure, Cubic Yard: CY

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 22 00.00 11

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

1.1.2 Submittal Descriptions (SD)

1.1.3 Approving Authority

1.1.4 Work

1.2 SUBMITTALS

1.3 SUBMITTAL REGISTER

1.4 CONTRACTOR USE OF SUBMITTAL REGISTER

1.5 APPROVING AUTHORITY USE OF SUBMITTAL REGISTER

1.6 COPIES DELIVERED TO THE GOVERNMENT

1.7 PROCEDURES FOR SUBMITTALS

1.7.1 Reviewing, Certifying, Approving Authority

1.7.2 Constraints

1.7.3 Scheduling

1.7.4 Variations

1.7.4.1 Considering Variations

1.7.4.2 Proposing Variations

1.7.4.3 Warranting That Variations Are Compatible

1.7.4.4 Review Schedule Is Modified

1.8 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

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 33 00

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

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

1.1.2 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by SD numbers and titles as follows.

SD-01 Preconstruction Submittals

Certificates of Insurance.

Surety Bonds.

Construction Progress Schedule.

Work Plan.

Submittal Register.

Schedule of Prices.

Accident Prevention Program.

Quality Control Plan.

Environmental Protection Plan.

List of Proposed Subcontractors.

List of Proposed Products.

List of Barges.

SD-02 Shop Drawings

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

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

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

SD-03 Product Data

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

SECTION 01 33 00

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

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

SD-11 Closeout Submittals

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

1.1.3 Approving Authority

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

1.1.4 Work

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

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Submittal register.; G

1.3 SUBMITTAL REGISTER

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

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

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

SECTION 01 33 00

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 Caruthersville Area Office.

1.7.2 Constraints

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

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

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

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

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

SECTION 01 33 00

1.7.3 Scheduling

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

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

1.7.4 Variations

Variations from contract requirements require Government approval pursuant to contract Clause entitled "FAR 52.236-21,…