A07D-SPECS_20170613.pdf

Mound City South Culvert Repair MCSCR

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 SIGN, 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 15 00.00 10 CONCRETE ACCESSORIES

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 50 15 CIVIL WORKS FABRICATIONS

05 52 00 METAL RAILINGS

DIVISION 11 - EQUIPMENT

11 28 40.00 11 GATE AND GATE HOIST ASSEMBLY

DIVISION 31 - EARTHWORK

31 05 19 GEOTEXTILE

31 11 00.00 11 CLEARING

31 23 00.00 12 EXCAVATION

31 24 00.00 12 EMBANKMENT

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 15 00.00 11 AGGREGATE SURFACE COURSE

32 31 13 CHAIN LINK FENCES AND GATES

32 92 32.01 11 ESTABLISHMENT OF TURF

DIVISION 33 - UTILITIES

33 34 00 FORCE MAINS

33 40 00 STORM DRAINAGE UTILITIES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 18 FLAP GATE AND APPURTENANCES

PROJECT TABLE OF CONTENTS Page 1

FOR SOLICITATION

35 31 19.00 11 STONE PROTECTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 11

SUMMARY OF WORK

1/10/08

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.2 EXISTING WORK

1.3 LOCATION OF UNDERGROUND FACILITIES

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

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 11 00.00 11 Page 1

SECTION 01 11 00.00 11

SUMMARY OF WORK

1/10/08

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work consists of furnishing all plant, labor and materials for the culvert replacement under the Ohio River levee at Mound City, IL and any incidental related work according to the specifications and plans. The project limits are as shown on the plans. A new 48" culvert will be installed south of the existing culvert using a phased excavation of the levee. The culvert will have an in-line sluice gate inside a gatewell structure, and an outlet structure with a flapgate. The existing damaged 30" drain will be cut, capped, filled with grout, and abandoned in place. The existing pump pipe and outlet structure will be removed and replaced during demolition. The estimated value of the work is between $1,000,000 and $5,000,000.

1.1.2 Location

The work shall be located at the southern portion of Mound City, IL, along the Ohio River levee, approximately as indicated. The exact location will be indicated on the contract drawings. The Contracting Officer's Representative will be available to show the exact location 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.

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

In addition to complying with the requirements outlined in FAR Part 22.13, SECTION 01 11 00.00 11 Page 2

FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

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

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

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

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

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

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

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

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

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SECTION 01 11 00.00 11 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 11

MEASUREMENT AND PAYMENT

1/10/08

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

1.1.1 Mobilization and Demobilization - Item 0001

1.1.2 Environmental Protection - Item 0002

1.1.3 1.1.3 Demolition - Item 0003

1.1.4 Modify Storm water Pollution Prevention Plan (SWPPP) - Item

0004A

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Storm Water Pollution Prevention - Item 0004

1.2.1.1 Straw Wattle - Item 0004B

1.2.1.2 Silt Fence - Item 0004C

1.2.1.3 Construction Exit - ITEM No. 0004D

1.2.1.4 Concrete Washout - ITEM No. 0004E

1.2.2 Excavation - Item 0005

1.2.3 Embankment - Item 0006

1.2.4 Stone Products - Item 0007A through 0007C

1.2.5 Geotextile - Item 0008

1.2.6 Concrete Grout - Items 0009A and 0009B

1.2.7 18" Dia. Ductile Iron Pipe - Item 0010

1.2.8 48" Dia. Reinforced Concrete Pipe - Item 0011

1.2.9 18" Dia. Outlet Structure with Flapgate - Item 0012

1.2.10 48" Dia. Outlet Structure with Flapgate - Item 0013

1.2.11 Gatewell Structure with Sluice Gate - Item 0014

1.2.12 Precast 48" Dia. Flared End Section - Item 0015

1.2.13 8" Steel Bollard - Item 0016

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 22 00.00 11 Page 1

SECTION 01 22 00.00 11

MEASUREMENT AND PAYMENT

1/10/08

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract 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 job item 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 - Item 0001

a. Measurement

No measurement will be made for Mobilization and Demobilization.

b. Payment

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

AND DEMOBILIZATION.

c. Unit of measure, Job: JA

1.1.2 Environmental Protection - Item 0002

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

SECTION 01 22 00.00 11 Page 2 laws or regulations. The Government will not provide any compensation for payments of fines/fees, in the event that fines/fees are incurred by the Contractor.

c. Unit of measure, Job: JA.

1.1.3 1.1.3 Demolition - Item 0003

a. Measurement

No measurement will be made for Demolition.

b. Payment

Payment will be made for costs associated with operations necessary for demolition on the items indicated and as specified in Section 02 41 00 DEMOLITION. This price and payment shall be considered full compensation for furnishing all plant, labor, materials, and equipment and for performing all operations necessary for "Demolition." Payment for this item shall include demolition of those portions of pipe, gate, and concrete structures as indicated on the contract drawings as well as the satisfactory disposal of waste materials generated therefrom.

Any clearing, geotextile and pervious fill shall be be considered incidental to "Demolition". Concrete grout, pipe, and outlet structure will be paid under separate lines.

c. Unit of measure, Job: JA

1.1.4 Modify Storm water Pollution Prevention Plan (SWPPP) - Item 0004A

a. Measurement

No measurement will be made for Modify Stormwater Pollution Prevention Plan.

b. Payment

Payment for "Modify Stormwater Pollution Prevention Plan" will be made at the contract job price for "Modify Stormwater Pollution Prevention Plan" which includes all labor, materials, fees and incidentals necessary to Modify Stormwater Pollution Prevention Plan to the satisfaction and approval of the appropriate state governing agency.

c. Unit of measure, Job: JA

1.2 UNIT PRICE PAYMENT ITEMS

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

1.2.1 Storm Water Pollution Prevention - Item 0004

No separate measurement or payment will be made for the work "Storm Water

SECTION 01 22 00.00 11 Page 3

Pollution Prevention" required by Section 01 57 25.00 11 STORM WATER POLLUTION PREVENTION PLAN (SWPPP) except as described in the paragraphs SILT FENCE, STRAW WATTLE, AND CONSTRUCTION EXIT 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 Straw Wattle - Item 0004B

a. Measurement

Measurement for Straw Wattle satisfactorily placed will be made by the linear foot.

b. Payment

Payment for Straw Wattle as specified herein will be made at the contract unit price per linear foot for "Straw Wattle". 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 straw wattle throughout the contract period, including final dressing and cleanup.

c. Unit of measure, Linear Foot: LF.

1.2.1.2 Silt Fence - Item 0004C

a. Measurement

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

b. Payment

Payment for Silt Fence as specified herein will be made at the contract unit price per linear foot for "Silt Fence". 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.

1.2.1.3 Construction Exit - ITEM No. 0004D

a. Measurement

SECTION 01 22 00.00 11 Page 4

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

b. Payment

Payment for the temporary "construction exit", including its maintenance and removal, will be made at the contract unit price per construction exit for "Construction Exit" as broken down by the percentages in the "sub-item list" above. Price and payment shall constitute full compensation for furnishing the design and all plant, labor, equipment, mechanical street sweeper and material to complete the work as specified herein and as indicated.

c. Unit of measure, each: EA

1.2.1.4 Concrete Washout - ITEM No. 0004E

a. Measurement

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

b. Payment

Payment for the temporary "concrete washout", including its maintenance and removal, will be made at the contract unit price per item installed for "concrete washout" as broken down by the percentages in the "sub-item list" above. Price and payment shall constitute full compensation for furnishing the design and all plant, labor, equipment, mechanical street sweeper and material to complete the work as specified herein and as indicated.

c. Unit of measure, each: EA

1.2.2 Excavation - Item 0005

a. Measurement

"Excavation" will be measured for payment by the cubic yard as computed by the volume of difference between the cleared existing ground and the theoretical excavation surface. The basis of measurement will be a digital terrain model survey of the area after clearing and prior to excavation, and a second survey of the same area after the completion of the excavation. Surveys will be as specified in Section 00 80 00.00 11 - SPECIAL CONTRACT REQUIREMENTS, Paragraph 1.5 "Layout of Work", subparagraph d. "Quantity Surveys". The quantity of excavation to be paid for will be computed between the before construction survey ground surface, and the theoretical grades and slope lines shown on the contract drawings. No allowance or payment will be made for over-depth excavation, or for the removal of any material outside the required theoretical sections unless required by the Contracting Officer. Slides caused by fault of the Contractor or excavation performed for the convenience of the Contractor shall not be measured for payment.

b. Payment

Payment for excavation will be made at the contract unit price for "Excavation", which price includes all labor and equipment necessary to

SECTION 01 22 00.00 11 Page 5 perform excavation necessary to construct to the lines and grades shown in the Contract Drawings. Topsoil stripping and spreading will not be measured separately but will be considered incidental to "Excavation".

Payment will include all equipment and labor necessary for excavation to achieve lines and grades indicated. Excavation shall be performed in accordance with section 31 23 00.00 12 - EXCAVATION. This includes all other operations incidental thereto, to include disposal of excess material. Any clearing required for excavation, and any establishment of turf required, shall be incidental to "Excavation", and shall be performed in accordance with sections 31 11 00.00 11 - CLEARING and 32 92 32.01 11 - ESTABLISHMENT OF TURF, respectively.

c. Unit of measure: cubic yard: CY.

1.2.3 Embankment - Item 0006

a. Measurement

"Embankment" will be measured for payment by the cubic yard as computed by the volume difference between the theoretical excavation surface to the theoretical design surface, as confirmed with an as-built survey.

The basis of measurement will be a survey of the area after clearing and excavation and prior to placement of the "Embankment", and a second survey of the same area after the completion of the "Embankment" placement and compaction. For areas where lines and grades are shown on the drawings, measurement will be limited to those lines and grades.

b. Payment

Payment for embankment will be made at the contract unit price per cubic yard for "Embankment", which price and payment shall constitute full compensation for furnishing all materials and equipment and performing all labor necessary for placing the fill, transporting the material within the project location, stripping of top soil, and all other operations incidental thereto, all as specified in SECTION 31 24 00.00 12 - EMBANKMENT. Borrow pit opening, maintenance (including but not limited to removal of rainfall, runoff, groundwater, and other seepage), closing, and transport of material from the borrow pit to the job shall be considered incidental. This includes all other operations incidental thereto, including clearing required, and any establishment of turf required, shall be incidental to "Embankment", and shall be performed in accordance with sections 31 11 00.00 11 - CLEARING and 32 92 32.01 11 - ESTABLISHMENT OF TURF, respectively.

c. Unit of measure: cubic yard: CY.

1.2.4 Stone Products - Item 0007A through 0007C

a. Measurement

Measurement for all stone products, including R200 Riprap, Bedding Material, and Aggregate Surface Course shall be made by the ton.

Measurement will be made by weighing each truckload to the nearest 0.1 ton, and the final quantity of the whole sum for each sub-item will be rounded to the nearest ton. When stone is delivered by truck, the material will be measured for payment, in the presence of a Government Inspector, unless the Contracting Officer waives such right, by being weighed on approved, accurately calibrated scales furnished by and at the expense of the Contractor. Scales shall be of sufficient length to

SECTION 01 22 00.00 11 Page 6 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.

Salvaged stone products shall be measured as the difference between a pre- and post-installation survey, and converting the volume to a weight at a rate of 1.5 tons per cubic yard measured. Salvaged stone must be placed and measured prior to the addition of any material from off site.

b. Payment

Payment for all stone products, including R200 Riprap, Bedding Material, and Aggregate Surface Course, as specified in this section and described in sections 35 31 19.00 11 - STONE PROTECTION will be made at the contract unit price per ton for the appropriate subitem, which price and payment shall constitute full compensation for furnishing, hauling, handling, placing, stabilizing, and maintenance as required. This includes all other operations incidental thereto, to include on-site storage and double-handling of material, if required.

Any clearing necessary for the placement of stone products will be performed in accordance with Section 31 11 00.00 11 - CLEARING and will be considered incidental to "Stone Products".

c. Unit of measure: ton: TN.

1.2.5 Geotextile - Item 0008

a. Measurement

Installed geotextiles will be measured for payment in place to the nearest square yard of protected area as indicated in the drawings.

Preparation of the base will not be measured for payment. Geotextile associated with structures and pipe shall be incidental to those items and will not be separately measured or paid under "Geotextile".

b. Payment

Payment will be made at the contract unit price and will constitute full compensation to the contractor for providing all plant, labor, material, and equipment and performing all operations necessary for the complete and satisfactory installation of the geotextile all in accordance with SECTION 31 05 19 - GEOTEXTILE. The following items are included in the contract unit price for Geotextiles and will not be counted a second time in the process of determining the extent of geotextile placed: Material and associated equipment and operation used in laps, seams, or extra length; securing pins and associated

SECTION 01 22 00.00 11 Page 7 material, equipment, and operations; and material and associated equipment and operations used to provide cushioning layer of sand or gravel or both to permit increase in allowable drop height of stone.

No payment will be made for geotextiles replaced because of waste, contamination, damage, repair, or due to contractor fault or negligence. Preparation of the base will not be paid for separately and all costs incidental thereto shall be included in contract prices for other items for which payment will be made.

c. Unit of Measure: square yard: SY.

1.2.6 Concrete Grout - Items 0009A and 0009B

a. Measurement

"Grout for stone protection" and "Grout for Culvert Demolition" will be measured for payment based upon the volume determined from the calculated batch volume and the number of mixed batches delivered to the site and acceptably placed in the work.

b.Payment

Payment for concrete grout will be made at the contract unit price for "Grout for stone protection" and "Grout for Culvert Demolition", which includes full compensation for furnishing all plant, labor, material, equipment and other items necessary and incidental to the completion of the work as described in Section 35 31 19.00 11 - STONE PROTECTION.

c. Unit of Measure: cubic yard: CY

1.2.7 18" Dia. Ductile Iron Pipe - Item 0010

a. Measurement

"18" Dia. Ductile Iron Pipe" will be measured for payment by the linear foot of pipe installed in accordance with the contract drawings and as specified herein.

b. Payment

Payment for 18" Dia. Ductile Iron Pipe will be made at the contract unit price for "18" Dia. Ductile Iron Pipe", which includes all equipment, labor, materials, connections, bedding or backfill material, placement, and backfilling of pipe. All pipe shall be installed to the lines and grades indicated. Payment shall include final clean up and incidental items for completion of the work as defined in Section

33 34 00 - FORCE MAINS.

c. Unit of Measure: linear foot: LF

1.2.8 48" Dia. Reinforced Concrete Pipe - Item 0011

a. Measurement

48" Dia. Reinforced Concrete Pipe will be measured for payment by the linear foot of pipe installed in accordance with the contract drawings and as specified herein.

b. Payment

SECTION 01 22 00.00 11 Page 8

Payment for 48" Dia. Reinforced Concrete Pipe will be made at the contract unit price for "48" Dia. Reinforced Concrete Pipe", which includes all equipment, labor, materials, connections, bedding or backfill material, geotextile, placement, and backfilling of pipe. All pipe shall be installed to the lines and grades indicated. Payment shall include final clean up and incidental items for completion of the work as defined in Section 33 40 00 - STORM DRAINAGE UTILITIES.

c. Unit of Measure: linear foot: LF

1.2.9 18" Dia. Outlet Structure with Flapgate - Item 0012

a. Measurement

18" Dia. Outlet Structure with Flapgate will be measured for payment by each structure installed.

b. Payment

Payment for 18" Dia. Outlet Structure with Flapgate will be made at the contract unit price for "18" Dia. Outlet Structure with Flapgate", which includes all equipment, labor, materials, bedding, geotextile, placement, and backfilling. Payment shall include final clean up and incidental items for completion of the work as defined in Section

33 40 00 - STORM DRAINAGE UTILITIES.

c. Unit of Measure: each: EA

1.2.10 48" Dia. Outlet Structure with Flapgate - Item 0013

a. Measurement

48" Dia. Outlet Structure with Flapgate will be measured for payment by each structure installed.

b. Payment

Payment for 48" Dia. Outlet Structure with Flapgate will be made at the contract unit price for "48" Dia. Outlet Structure with Flapgate", which includes all equipment, labor, materials, bedding, geotextile, placement, and backfilling. Payment shall include final clean up and incidental items for completion of the work as defined in Section

33 40 00 - STORM DRAINAGE UTILITIES.

c. Unit of Measure: each: EA

1.2.11 Gatewell Structure with Sluice Gate - Item 0014

a. Measurement

Gatewell Structure with Sluice Gate will be measured for payment by each structure installed.

b. Payment

Payment for Gatewell Structure with Sluice Gate will be made at the contract unit price for "Gatewell Structure with Sluice Gate", which includes all equipment, labor, materials, bedding, placement, SECTION 01 22 00.00 11 Page 9 backfilling, operator, security fence, and any other equipment required for operation of the sluice gate as indicated. Payment shall include final clean up and incidental items for completion of the work as defined in Section 33 40 00 - STORM DRAINAGE UTILITIES.

c. Unit of Measure: each: EA

1.2.12 Precast 48" Dia. Flared End Section - Item 0015

a. Measurement

Precast 48" Dia. Flared End Section will be measured for payment by each structure installed.

b. Payment

Payment for Precast 48" Dia. Flared End Section will be made at the contract unit price for "Precast 48" Dia. Flared End Section", which includes all equipment, labor, materials, bedding, placement, and backfilling. Also included is any regrading of the sump to ensure proper drainage to the Precast 48" Dia. Flared End Section. Payment shall include final clean up and incidental items for completion of the work as defined in Section 33 40 00 - STORM DRAINAGE UTILITIES.

c. Unit of Measure: each: EA

1.2.13 8" Steel Bollard - Item 0016

a. Measurement

8" Steel Bollard will be measured by the individual item installed.

b. Payment

Payment for 8" Steel Bollard will be made at the contract unit price for "8" Steel Bollard", which includes all equipment, labor, materials, and placement.

c. Unit of Measure: each: EA

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 22 00.00 11 Page 10

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

11/25/08

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

1.1.2 Submittal Descriptions (SD)

1.1.3 Approving Authority

1.1.4 Work

1.2 SUBMITTALS

1.3 SUBMITTAL REGISTER

1.4 CONTRACTOR USE OF SUBMITTAL REGISTER

1.5 APPROVING AUTHORITY USE OF SUBMITTAL REGISTER

1.6 COPIES DELIVERED TO THE GOVERNMENT

1.7 PROCEDURES FOR SUBMITTALS

1.7.1 Reviewing, Certifying, Approving Authority

1.7.2 Constraints

1.7.3 Scheduling

1.7.4 Variations

1.7.4.1 Considering Variations

1.7.4.2 Proposing Variations

1.7.4.3 Warranting That Variations Are Compatible

1.7.4.4 Review Schedule Is Modified

1.8 CONTRACTOR'S RESPONSIBILITIES

1.9 GOVERNMENT'S RESPONSIBILITIES

1.10 FORMAT OF SUBMITTALS

1.10.1 Transmittal Sheet

1.10.2 Identifying Submittals

1.11 SUBMISSION AND CONTROL OF SUBMITTALS

1.11.1 Submittals Required from the Contractor

1.11.1.1 Submittal Procedures and Deviations

1.11.1.2 Control of Submittals

1.11.1.3 O&M Data

1.12 SUBMITTAL CLASSIFICATION

1.12.1 Government Approved

1.12.2 Information Only

1.13 APPROVED SUBMITTALS

1.14 DISAPPROVED SUBMITTALS

1.15 WITHHOLDING OF PAYMENT

1.16 GENERAL

1.17 SUBMITTAL REGISTER

1.18 SCHEDULING

1.19 TRANSMITTAL SHEET (ENG FORM 4025)

1.20 GOVERNMENT APPROVED SUBMITTALS

1.21 INFORMATION ONLY SUBMITTALS

1.22 STAMPS

PART 2 PRODUCTS (Not Used)

SECTION 01 33 00 Page 1

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

11/25/08

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

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

1.1.2 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by SD numbers and titles as follows.

SD-01 Preconstruction Submittals

Certificates of Insurance.

Surety Bonds.

Construction Progress Schedule.

Work Plan.

Submittal Register.

Schedule of Prices.

Accident Prevention Program.

Quality Control Plan.

Environmental Protection Plan.

List of Proposed Subcontractors.

List of Proposed Products.

List of Barges.

SD-02 Shop Drawings

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

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

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

SD-03 Product Data

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

SECTION 01 33 00 Page 3

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

SD-04 Samples

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

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

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

SD-05 Design Data

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

SD-06 Test Reports

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

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

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

Investigation reports.

Daily checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

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

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

Confined space entry permits.

SECTION 01 33 00 Page 4

Text of posted operating instructions.

SD-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-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative to confirm compliance with manufacturer's standards or instructions.

Factory test reports.

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

SECTION 01 33 00 Page 5 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 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, SECTION 01 33 00 Page 6 items, or materials included in separate subsequent submittals, submittal will be returned without review.

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

1.7.3 Scheduling

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

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

1.7.4 Variations

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

1.7.4.1 Considering Variations

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

1.7.4.2 Proposing Variations

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

1.7.4.3 Warranting That Variations Are Compatible

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

1.7.4.4 Review Schedule Is Modified

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

SECTION 01 33 00 Page 7

1.8 CONTRACTOR'S RESPONSIBILITIES

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

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

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

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

e. Correct and resubmit submittal as directed by approving authority. When resubmitting disapproved transmittals or transmittals noted for resubmittal, the Contractor shall provide copy of that previously submitted transmittal including all reviewer comments for use by approving authority. Direct specific attention in writing or on resubmitted submittal, to revisions not requested by approving authority on previous submissions.

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

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

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

1.9 GOVERNMENT'S RESPONSIBILITIES

a. Note date on which submittal was received from Contractor on each submittal.

b. Review each submittal; and check and coordinate each submittal with requirements of work and contract documents.

c. Review submittals for conformance with project design concepts and compliance with contract documents.

d. Act on submittals, determining appropriate action.

(1) When the Contracting Officer's Authorized Representative is the approving authority, take appropriate action on submittal.

(2) When Contracting Officer is approving authority or when variation has been proposed, forward submittal to Memphis District Office, care of the Construction Branch, with the necessary certifying statement.

e. Ensure that material is clearly legible.

SECTION 01 33 00 Page 8

f. When approving authority is Contracting Officer, Caruthersville Area Office will certify submittals forwarded to Contracting Officer with the following certifying statement:

"I hereby certify that the (equipment) (material) (article) shown and marked in this submittal is that proposed to be incorporated with contract No. W912EQ-__-C-____, is in compliance with the contract drawings and specification, can be installed in the allocated spaces, and is submitted for Contracting Officer approval.

Certified by Submittal Reviewer _____________________, Date _______ (Signature when applicable)

Certified by Area Engineer __________________________, Date ______" (Signature)

Stamp each sheet of each submittal with certifying statement, except that data submitted in bound volume or on one sheet printed on two sides may be stamped on the front of the first sheet only.

g. When approving authority is the Contracting Officer's Authorized Representative, the Area Engineer will take approval action on ENG FORM 4025 (Transmittal Sheet).

h. Sign certifying statement or ENG FORM 4025 (Transmittal Sheet).

i. Update submittal register as submittal actions occur and maintain the submittal register at project site until final acceptance of all work by Contracting Officer.

j. Retain a copy of approved submittals at project site, including Contractor's copy of approved samples.

k. When approving authority is Contracting Officer, the Government will:

(1) Note date on which submittal was received by Contracting Officer, on each submittal for which the Contracting Officer is approving authority.

(2) Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

(3) Returned submittals with appropriate action indicated.

1.10 FORMAT OF SUBMITTALS

1.10.1 Transmittal Sheet

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

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

SECTION 01 33 00 Page 9 record actions regarding sample panels and sample installations.

1.10.2 Identifying Submittals

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

a. Project title and location.

b. Construction contract number.

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

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

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

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

g. Product identification and location in project.

1.11 SUBMISSION AND CONTROL OF SUBMITTALS

1.11.1 Submittals Required from the Contractor

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

1.11.1.1 Submittal Procedures and Deviations

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

1.11.1.2 Control of Submittals

The Contractor shall carefully control his procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

1.11.1.3 O&M Data

Contracting Officer will review and approve the O&M Data to verify the submittals comply with the contract requirements; submit data specified for a given item within 30 calendar days after the item is delivered to the contract site. In the event the Contractor fails to deliver O&M Data

SECTION 01 33 00 Page 10 within the time limits specified, the Contracting Officer may withhold from progress payments 50 percent of the price of the item with which such O&M Data are applicable.

1.12 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.12.1 Government Approved

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer.

Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.12.2 Information Only

All submittals not requiring Government approval will be for information only. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.13 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory.

Approval will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the CQC requirements of this contract is responsible for design, dimensions, all design extensions, such as the design of adequate connections and details, etc., and the satisfactory construction of all work. After submittals have been approved by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.14 DISAPPROVED SUBMITTALS

The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with the Contract Clause "Changes" shall be given promptly to the Contracting Officer.

1.15 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

1.16 GENERAL

The Contractor shall make submittals as required by the specifications.

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals shall be the same as those used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to

SECTION 01 33 00 Page 11 submittal, all items shall be checked and approved by the CQC System Manager and each item shall be stamped, signed, and dated by the CQC System Manager indicating action taken. Proposed deviations from the contract requirements shall be clearly identified. Submittals shall include items such as: Contractor's, manufacturer's, or fabricator's drawings;

descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders;

samples; O&M manuals (including parts list); certifications; warranties;

and other such required submittals. Submittals requiring Government approval shall be scheduled and made prior to the acquisition of the material or equipment covered thereby. Samples remaining upon completion of the work shall be picked up and disposed of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.17 SUBMITTAL REGISTER

At the end of this section is a submittal register showing items of equipment and materials for which submittals are required by the specifications; this list may not be all inclusive and additional submittals may be required.