Attachment_1_-_Technical_Specifications_20_July_2016.pdf

W911WN-16-B-8004

Worthington, WV Section 14 Streambank Protection Project West Fork River Marion County, West Virginia

100% CERTIFIED FINAL

Technical Specifications July 2016

Section 14 - Worthington, WV

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 32 17 CONSTRUCTION PROGRESS SCHEDULE

01 32 23 SURVEY AND ALIGNMENT CONTROL

01 33 00 SUBMITTAL PROCEDURES

01 35 00.00 08 SPECIAL PROCEDURES

01 35 26.00 08 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 01 USACE QUALITY CONTROL

01 45 01.10 USACE QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 50 10 PROJECT AND SAFETY SIGNS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23.00 08 STORM WATER POLLUTION CONTROL

01 57 26.00 08 TURBIDITY CURTAIN

01 78 02.00 15 CLOSEOUT SUBMITTALS (AS-BUILT DRAWINGS)

DIVISION 02 - EXISTING CONDITIONS

02 11 01 MISCELLANEOUS WORK

02 42 00 DISPOSAL OF MATERIALS

DIVISION 31 - EARTHWORK

31 05 19 GEOTEXTILES

31 11 00.00 08 CLEARING AND GRUBBING

31 23 00 EARTHWORK

31 32 11.00 08 TURF REINFORCEMENT SYSTEMS

31 37 16.00 08 STONE PROTECTION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 19 SEEDING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

100% CERTIFIED FINAL SPECIFICATIONS

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

1.1.1 Base Contract

1.1.2 Awardable Option 1

1.1.3 Awardable Option 2

1.1.4 Awardable Option 3

1.1.5 Awardable Option 4

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

The work is located in the Town of Worthington, Marion County, West Virginia. The general description of the work is to furnish all equipment, labor, materials, layout of work, and supervision to construct the following:

a. Excavation, removal and disposal of excavated material, vegetation and other debris from the streambank along West Fork River.

b. Placement of streambank protection, including clearing, fill placement, regrading, furnishing and placing geotextile fabric, turf reinforcement mats, anchored reinfored vegetation systems, seed and mulch, and R-3 and R-5 stone protection for approximately 1350 linear feet along West Fork River.

c. Cutting or extending existing pipes in the work area to match finished grade.

d. Installation of temporary erosion and sediment control measures including erosion control blankets, turbidity curtains, catch basin inserts, construction entrances, temporary seeding, and temporary mulching.

e. Construction of 4 construction entrances.

Designs shown on plans and described in specifications are based on the conditions of the project observed during the design process. The Contractor shall conduct the precondition survey and apply these designs and standard sections for the bank stabilization work plan.

1.1.1 Base Contract

The base contract includes the bank stabilization measures listed under the paragraph DESCRIPTION OF WORK, from STA 23+02 to STA 33+52.

1.1.2 Awardable Option 1

Awardable option 1 includes the bank stabilization measures listed under the paragraph DESCRIPTION OF WORK, from STA 20+40 to STA 22+02.

1.1.3 Awardable Option 2

Awardable option 2 includes the bank stabilization measures listed under the paragraph DESCRIPTION OF WORK, from STA 22+02 to STA 23+02.

1.1.4 Awardable Option 3

Awardable option 3 includes the bank stabilization measures listed under the paragraph DESCRIPTION OF WORK, from STA 33+52 to STA 34+52.

SECTION 01 11 00 Page 2

1.1.5 Awardable Option 4

Awardable option 4 includes all work related to the parking pad replacement.

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section --

SECTION 01 11 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.1.3 Payment Items

1.1.2 Protection and Maintenance of Traffic During Construction

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.2.3 Payment Item

1.1.3 Temporary Erosion and Sediment Control

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.3.3 Payment Item

1.1.4 Surveying

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.4.3 Payment Items

1.1.5 TURBIDITY CURTAIN

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.5.3 Payment Item

1.1.6 DEMOLITION AND DISPOSAL OF DEBRIS

1.1.6.1 Payment

1.1.6.2 Unit of Measure

1.1.6.3 Payment Items

1.1.7 TEMPORARY RELOCATION OF MISC ITEMS AND FOUNDATION STONES NEAR

PARKING PAD

1.1.7.1 Payment

1.1.7.2 Unit of Measure

1.1.7.3 Payment Items

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 CLEARING AND GRUBBING

1.2.1.1 Payment

1.2.1.1.1 Measurement

1.2.1.2 Unit of Measure

1.2.1.3 Payment Item

1.2.2 EARTHWORK

1.2.2.1 Payment

1.2.2.2 Measurement

1.2.2.3 Unit of Measure

1.2.2.4 Payment Items

1.2.3 GEOTEXTILE

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.3.4 Payment Items

SECTION 01 22 00.00 10 Page 1

1.2.4 TURF REINFORCEMENT MAT(S)

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 Unit of Measure

1.2.4.4 Payment Item

1.2.5 STONE PROTECTION

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.5.4 Payment Items

1.2.6 TOPSOIL

1.2.6.1 Payment

1.2.6.2 Measurement

1.2.6.3 Unit of Measure

1.2.6.4 Payment Items

1.2.7 SEED AND MULCH

1.2.7.1 Payment

1.2.7.2 Unit of Measure

1.2.7.3 Payment Items

1.2.8 PIPE EXTENSIONS

1.2.8.1 Payment

1.2.8.2 Measurement

1.2.8.3 Unit of Measure

1.2.8.4 Payment Items

1.2.9 CONCRETE

1.2.9.1 Payment

1.2.9.2 Measurement

1.2.9.3 Unit of Measure

1.2.9.4 Payment Item

1.2.10 AGGREGATE BASE

1.2.10.1 Payment

1.2.10.2 Measurement

1.2.10.3 Unit of Measure

1.2.10.4 Payment Item

-- End of Section Table of Contents --

SECTION 01 22 00.00 10 Page 2

SECTION 01 22 00.00 10

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 PRICE 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, environmental protection, 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

1.1.1.1 Payment

Payment will be made for all costs associated with the mobilization and demobilization of equipment to complete the contract. Mobilization and demobilization will be paid in accordance with Section 00800 SPECIAL

CONTRACT REQUIREMENTS, DFARS 252.236-7004 PAYMENT FOR MOBILIZATION AND

DEMOBILIZATION.

1.1.1.2 Unit of Measure

Unit of measure: Job

1.1.1.3 Payment Items

0002 MOBILIZATION AND DEMOBILIZATION

1.1.2 Protection and Maintenance of Traffic During Construction

1.1.2.1 Payment

Payment will be made for costs associated with developing and implementing traffic control maintenance and protection measures (signing, lighting, channelization devices, etc.), in accordance with Section 01 35 00.00 08 SPECIAL PROCEDURES, including provisions for protecting and accommodating vehicular and pedestrian traffic, and any additional requirements necessary to maintain traffic within the project area, as required throughout the life of the contract. Price shall include all materials, labor, and equipment, and supplies associated with this work.

1.1.2.2 Unit of Measure

Unit of measure: Job

SECTION 01 22 00.00 10 Page 3

1.1.2.3 Payment Item

0003 PROTECTION AND MAINTENANCE OF VEHICLE AND PEDESTRIAN TRAFFIC

DURING CONSTRUCTION

1.1.3 Temporary Erosion and Sediment Control

1.1.3.1 Payment

This work is specified in Section 01 57 23.00 08 STORM WATER POLLUTION PREVENTION MEASURES. Payment will be made for costs associated with furnishing, installing, maintaining and removing sediment and erosion controls measures; including but not limited to rock construction entrances, silt fence, erosion control blankets, catch basin inserts, temporary construction access, wheel washing requirements, temporary seeding and temporary mulching, as shown on the drawings or as defined in the Erosion and Sediment Control Plan. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.1.3.2 Unit of Measure

Unit of measure: Job

1.1.3.3 Payment Item

0004 TEMPORARY EROSION AND SEDIMENT CONTROLS

1.1.4 Surveying

1.1.4.1 Payment

This work is specified in Section 01 32 23 SURVEY AND ALIGNMENT CONTROL.

Payment will be made to compensate for all professional surveying costs, as described, in connection with the work required under this Contract.

1.1.4.2 Unit of Measure

Unit of Measure: Job

1.1.4.3 Payment Items

0005 SURVEYING

1.1.5 TURBIDITY CURTAIN

1.1.5.1 Payment

This work is specified in Section 01 57 26.00 08 TURBIDITY CURTAIN.

Payment will be made for costs associated with installation, relocation and removal of the turbidity curtain. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.1.5.2 Unit of Measure

Unit of Measure: Job

SECTION 01 22 00.00 10 Page 4

1.1.5.3 Payment Item

0007 TURBIDITY CURTAIN

1003 TURBIDITY CURTAIN

2003 TURBIDITY CURTAIN

3003 TURBIDITY CURTAIN

1.1.6 DEMOLITION AND DISPOSAL OF DEBRIS

1.1.6.1 Payment

This work is specified in Section 02 11 01 MISCELLANEOUS WORK and Section 02 42 00 DISPOSAL OF MATERIALS. Payment will be made for costs associated with demolition, loading, hauling and disposal of unsuitable materials.

Price shall include all materials, labor, equipment, and supplies associated with this work.

1.1.6.2 Unit of Measure

Unit of measure: Job

1.1.6.3 Payment Items

4002 DEMOLITION, REMOVAL, AND DISPOSAL OF EXISTING CONCRETE PARKING PAD

1.1.7 TEMPORARY RELOCATION OF MISC ITEMS AND FOUNDATION STONES NEAR PARKING

PAD

1.1.7.1 Payment

This work is specified in Section 02 11 01 MISCELLANEOUS WORK. Payment will be made for costs associated with the temporary relocation of foundation blocks and miscellaneous items (i.e., railroad ties, bricks, and scrap metal) on and adjacent to the parking pad. Price shall include all labor and equipment associated with this work.

1.1.7.2 Unit of Measure

Unit of Measure: Job

1.1.7.3 Payment Items

4005 TEMPORARY RELOCATION OF FOUNDATION STONES AND MISCELLANEOUS ITEMS

NEAR PARKING PAD

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 CLEARING AND GRUBBING

1.2.1.1 Payment

This work is specified in Section 31 11 00.00 08 CLEARING AND GRUBBING; and Section 02 42 00.00 08 DISPOSAL OF MATERIALS. Payment will be made for costs associated with clearing, removal, and disposal of all debris (woody debris, bushes, trees, stumps, etc.) not marked as "to be preserved" within the limits shown on the drawings. Price shall include all materials, chipping, disposal, labor, equipment, and supplies associated with this work.

SECTION 01 22 00.00 10 Page 5

1.2.1.1.1 Measurement

Measurement for payment shall be by the actual area of clearing and grubbing acceptably performed based on the surface area covered. All measurements for payment shall be made by or in presence of the Contracting Officer.

1.2.1.2 Unit of Measure

Unit of measure: Square Yard

1.2.1.3 Payment Item

0006 CLEARING AND GRUBBING

1002 CLEARING AND GRUBBING

2002 CLEARING AND GRUBBING

3002 CLEARING AND GRUBBING

1.2.2 EARTHWORK

1.2.2.1 Payment

This work is specified in Section 31 23 00 EARTHWORK. Payment will be made for costs associated with excavation, bank grading, loading, hauling, placing, and compacting material as shown in the contract drawings and as specified. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.2.2 Measurement

Measurement of quantities will be made for the actual volume of common excavation completed and backfill and topsoil placed within the limits, lines and grades shown on the contract drawings. No allowance will be made for overdepth excavation of for the removal of any material outside the required lines unless authorized by the Contracting Officer. The volume of material removed and placed shall be determined by the average-end-area method, based on cross sections taken by field survey prior to and after completion of excavation or backfill, or other method approved by the Contracting Officer. The cross section surveys shall be obtained by the Contractor at a maximum 50-foot interval over the length of channel disturbance prior to and after excavation and after backfill to determine the actual amount of material removed for excavation or placed for backfill. Volume computations shall be performed by the Contractor, and copies of all cross section data and computations shall be submitted to the Contracting Officer within 48 hours following completion of the field cross sections.

1.2.2.3 Unit of Measure

Unit of measure: Cubic Yard

1.2.2.4 Payment Items

0008 GRADING

0015 GRANULAR BACKFILL (AASHTO #57)

0016 EXCAVATION FOR PIPE EXTENSIONS

0017 AGGREGATE FOR PIPE EXTENSIONS

1004 GRADING

1011 EXCAVATION FOR PIPE EXTENSIONS

SECTION 01 22 00.00 10 Page 6

1012 AGGREGATE FOR PIPE EXTENSIONS

2004 GRADING

3004 GRADING

1.2.3 GEOTEXTILE

1.2.3.1 Payment

This work is specified in Section 31 05 22 GEOTEXTILES. Payment will be made for costs associated with furnishing and placement of geotextile fabric as indicated on the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work, including pins/staples and anchor trenches.

1.2.3.2 Measurement

Measurement for payment shall be by the actual area of geotextile acceptably installed based on the surface area of slope covered, not including overlaps. All measurements for payment shall be made by or in presence of the Contracting Officer.

1.2.3.3 Unit of Measure

Unit of measure: Square Yard

1.2.3.4 Payment Items

0009 GEOTEXTILE SEPARATION LAYER

1005 GEOTEXTILE SEPARATION LAYER

2005 GEOTEXTILE SEPARATION LAYER

3005 GEOTEXTILE SEPARATION LAYER

1.2.4 TURF REINFORCEMENT MAT(S)

1.2.4.1 Payment

This work is specified in Section 31 32 11.00 08 TURF REINFORCEMENT SYSTEMS. Payment will be made for costs associated with the furnishing and installating the turf reinforcement mat and high performance turf reinforcement mat in accordance with the drawings and specifications.

Price shall include all materials, labor, equipment, and supplies associated with this work, including pins, anchors and excavation and compaction of TRM/HPTRM trenches. The price for HPTRM shall include all costs associated with the full Anchor Reinforced Vegetation System (ARVS).

1.2.4.2 Measurement

Measurement for payment shall be based upon the actual area of turf reinforcement mat delivered and placed within to the limits, not including overlaps, as shown on the contract drawings and as accepted by the Contracting Officer.

1.2.4.3 Unit of Measure

Unit of Measure: Square Yard

1.2.4.4 Payment Item

1006 TURF REINFORCEMENT MAT

SECTION 01 22 00.00 10 Page 7

1.2.5 STONE PROTECTION

1.2.5.1 Payment

This work is specified in Section 31 37 16 STONE PROTECTION. Payment will be made for costs associated with furnishing and placing stone rip-rap as shown in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.5.2 Measurement

Measurement for payment will be made for the actual volume of stone placed within the limits, lines and grades shown on the contract drawings. The volume of material installed shall be determined by the average-end-area method based on cross sections taken by field survey prior to and after completion of stone installation or other method approved by the Contracting Officer. The cross section surveys shall be obtained by the Contractor at a maximum 50-foot interval over the length of channel disturbance prior to and after stone installation to determine the actual amount of material placed. Volume computations shall be performed by the Contractor, and copies of all cross section data and computations shall be submitted to the Contracting Officer within 48 hours following completion of the field cross sections.

1.2.5.3 Unit of Measure

Unit of measure: Cubic Yard

1.2.5.4 Payment Items

0011 R-3 RIPRAP

0012 R-5 RIPRAP

1007 R-3 RIPRAP

1008 R-5 RIPRAP

2007 R-3 RIPRAP

2008 R-5 RIPRAP

3007 R-3 RIPRAP

3008 R-5 RIPRAP

1.2.6 TOPSOIL

1.2.6.1 Payment

This work is specified in Section 31 23 00 EARTHWORK. Payment will be made for costs associated with furnishing and placement of topsoil as indicated on the contract drawings and in the specifications. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.6.2 Measurement

Measurement for payment shall be by the actual area of topsoil acceptably placed based on the surface area of slope covered. All measurements for payment shall be made by or in presence of the Contracting Officer.

1.2.6.3 Unit of Measure

Unit of measure: Square Yard

SECTION 01 22 00.00 10 Page 8

1.2.6.4 Payment Items

0013 TOPSOIL

1009 TOPSOIL

2009 TOPSOIL

3009 TOPSOIL

1.2.7 SEED AND MULCH

1.2.7.1 Payment

This work is specified in Section 32 92 19 SEEDING. Payment will be made for costs associated with furnishing and installing acceptable seed and mulch in all disturbed areas. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.7.2 Unit of Measure

Unit of measure: Square Yard

1.2.7.3 Payment Items

0014 SEED AND MULCH

1010 SEED AND MULCH

2010 SEED AND MULCH

3010 SEED AND MULCH

1.2.8 PIPE EXTENSIONS

1.2.8.1 Payment

This work is specified in Section 02 11 01 MISCELLANEOUS WORK. Payment will be made for costs associated with the extension and/or cutting of existing pipes. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.8.2 Measurement

Measurement shall be based on the number of pipes to be extended as shown in the contract drawings and as accepted by the Contracting Officer.

1.2.8.3 Unit of Measure

Unit of Measure: Each

1.2.8.4 Payment Items

0018 PIPE EXTENSIONS

1013 PIPE EXTENSIONS

2013 PIPE EXTENSIONS

3013 PIPE EXTENSIONS

1.2.9 CONCRETE

1.2.9.1 Payment

This work is specified in Section 02 11 01 MISCELLANEOUS WORK. Payment will be made for costs associated with the furnishing and installation in place of concrete for repairs, but not be limited to, formwork, bedding, SECTION 01 22 00.00 10 Page 9 ready mix concrete, epoxy grouting etc. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.9.2 Measurement

Measurement for payment shall be based upon the neatline of concrete delivered and placed within the limits as shown on the contract drawings and as accepted by the Contracting Officer.

1.2.9.3 Unit of Measure

Unit of measure: Cubic Yard

1.2.9.4 Payment Item

4003 CONCRETE FOR PARKING PAD

1.2.10 AGGREGATE BASE

1.2.10.1 Payment

This work is specified in Section 02 11 01 MISCELLANEOUS WORK. Payment will be made for costs associated with placement and compaction of subbase material to the depth specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.10.2 Measurement

Measurement for pavement will be the actual volume of aggregate base delivered and placed within the limits as shown on the contract drawings and as accepted by the Contracting Officer.

1.2.10.3 Unit of Measure

Unit of measure: Cubic Yard

1.2.10.4 Payment Item

4004 AGGREGATE BASE FOR PARKING PAD

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SECTION 01 22 00.00 10 Page 10

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 32 17

CONSTRUCTION PROGRESS SCHEDULE

PART 1 GENERAL

1.1 SUBMITTALS

1.2 QUALIFICATIONS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 MONITORING CONSTRUCTION PROGRESS

3.3 PROGRESS SCHEDULE - BAR CHART

-- End of Section Table of Contents --

SECTION 01 32 17 Page 1

01 32 17

CONSTRUCTION PROGRESS SCHEDULE

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Bar Chart; G, RO

1.2 QUALIFICATIONS

The Contractor shall designate an authorized representative who shall be responsible for the preparation of all required project schedule reports.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Pursuant to the Section 00700 CONTRACT CLAUSES, FAR 52.236-15 SCHEDULE FOR CONSTRUCTION CONTRACTS, a Project Schedule as described below shall be prepared. The scheduling of construction shall be the responsibility of the Contractor. Contractor management personnel shall actively participate in its development. Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. A bar chart shall be prepared in accordance with paragraph PROGRESS SCHEDULE - BAR CHART. The schedule shall be submitted within 20 days after receipt of Notice to Proceed.

3.2 MONITORING CONSTRUCTION PROGRESS

The schedule shall be the basis for measuring Contractor progress. Lack of an approved schedule or scheduling personnel will result in an inability of the Contracting Officer to evaluate Contractor's progress. Failure of the Contractor to provide all information, as specified below, shall result in the disapproval of the entire Project Schedule submission and the inability of the Contracting Officer to evaluate Contractor progress for payment purposes. In the case where Project Schedule revisions have been directed by the Contracting Officer and those revisions have not been included in the Project Schedule, the Contracting Officer may hold retainage up to the maximum allowed by contract, each payment period, until revisions to the Project Schedule have been made.

3.3 PROGRESS SCHEDULE - BAR CHART

The progress chart to be prepared by the Contractor pursuant to Section

SECTION 01 32 17 Page 2

00700 CONTRACT CLAUSE, FAR 52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS

shall consist of a bar chart as described herein. In preparing this schedule, the scheduling of construction is the responsibility of the Contractor and contractor management personnel shall actively participate in its development. The chart may be prepared in a format proposed by the Contractor and approved by the Contracting Officer. Each activity shall include the applicable Price Schedule item number and show the estimated cost. The chart shall be prepared in sufficient detail to clearly show the Contractor's planned progress and the relationship of the various items of work. Larger activities shall be broken down into smaller activities with clearly defined limits (i.e. Excavation between STA xx and STA yy). In general, the estimated cost of any individual activity should not exceed $50,000. The selection and number of activities shall be subject to the Contracting Officer's approval. The chart shall be updated monthly to show actual progress and percentage of work completed for each activity. The Contractor shall submit, as part of his monthly request for payment, updated copies of his progress schedule identifying the work completed during the reporting period. If the Government issues changes to the existing work or adds additional work items to the contract, the Contractor shall revise his progress schedule accordingly. All costs associated with revising the schedule shall be included as part of the modification of the contract. If the Contractor's progress falls behind his planned work effort, a revised schedule shall be furnished to show how the Contractor proposes to complete the remaining work within the contract time. If the Contractor fails to submit updates as required, the Contracting Officer may withhold approval of partial payment estimates, until such submittals are made.

-- End of Section --

SECTION 01 32 17 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 23

SURVEY AND ALIGNMENT CONTROL

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 SUBMITTALS

1.4 GENERAL REQUIREMENTS

1.4.1 Existing Project Survey Control

1.4.2 Contractor Survey Controls

1.4.3 Responsibilities

1.5 QUALIFICATIONS AND EXPERIENCE

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 PROCEDURES AND METHODOLOGIES

3.2 SURVEYS

-- End of Section Table of Contents --

SECTION 01 32 23 Page 1

SECTION 01 32 23

SURVEY AND ALIGNMENT CONTROL

PART 1 GENERAL

1.1 SUMMARY

This section addresses the overall project survey control and procedure requirements to meet all survey/positional accuracy requirements for this contract.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-1-1005 (2007) Control and Topographic Surveying

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Qualifications and Experience; G, RO

The Contractor shall submit for approval evidence of current Licensure of the Professional Land Surveyor who will oversee all surveying as required under this contract. Evidence of current Licensure as required in paragraph QUALIFICATIONS AND EXPERIENCE of this Section.

Survey Plans; G, RO

The Contractor shall submit a detailed plan showing the equipment and calibration records, field data collection and data processing procedures, and QC procedures.

Pre-Construction Survey; G, RO

The contractor shall submit a pre-construction survey with information detailing the location of the sanitary line and sections of the streambank within the project limits. Sections of the streambank should be taken at intervals of no more than 50 feet. Survey information shall be submitted in a legible format, on a plan sheet, with annotations and descriptions to clearly describe each data point, as well as be provided in electronic format (PDF or similar).

SECTION 01 32 23 Page 2

1.4 GENERAL REQUIREMENTS

1.4.1 Existing Project Survey Control

Existing project baseline stationing has been established for this work.

Existing horizontal and vertical control to be used to layout the project baselines is shown on the contract drawings and is on the internet via the USACE Survey Monument Archival & Retrieval Tool (U-SMART) website at http://usmart.usace.army.mil. This Public website shall be utilized for notifying the Government of recovery of any of the survey control monuments on the contract drawing 037d M 318 V-1001.

1.4.2 Contractor Survey Controls

All new work to be constructed under this contract shall be constructed accurately from measurements made from project baselines and survey control points established by the Contractor as necessary to construct all work within the proper alignment. The Contractor shall establish the project baselines shown and any other temporary survey control as may be necessary to carry out the requirements of this contract. All temporary control shall be based off the existing project control. The Contractor shall verify the elevations and positions of the existing project controls before using them to establish the project baselines and his survey control points, and shall notify the Contracting Officer of any discrepancies prior to commencing work. Any questions or problems concerning the survey control may be directed to the Chief, Geospatial Section, Pittsburgh District at 412-395-7553.

1.4.3 Responsibilities

The Contractor has the overall responsibility to determine the procedures, equipment, and methodologies to perform all survey requirements outlined in these plans and specifications. The Government has the right to review and approve all survey plans but approval does not relieve the Contractor of the responsibility to satisfy all positional accuracy and tolerance requirements of these plans and specifications.

1.5 QUALIFICATIONS AND EXPERIENCE

The Contractor shall have a licensed Professional Land Surveyor on staff that is responsible for all survey work performed as part of this contract.

This Licensure requirement can be satisfied by a current registration in good standing as a Surveyor in a U.S. State, Territory, or the District of Columbia obtained by written examination.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 PROCEDURES AND METHODOLOGIES

The Contractor shall use the appropriate survey equipment and procedures as deemed necessary to assure the positional accuracy requirements are met or exceeded as called for throughout this contract. The Contractor will be required to submit survey plans throughout this contract in accordance with other technical sections of this specification. These plans shall include detailed descriptions of the procedures and equipment that will be used for that requirement.

SECTION 01 32 23 Page 3

3.2 SURVEYS

All surveys performed as part of this contract shall be done in accordance with EM 1110-1-1005. Where requirements in other sections of these specifications exceed those outlined in the referenced EM, the requirements in these specifications shall take precedence over the EM and the Contractor shall be required to establish a plan to meet or exceed the requirements.

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SECTION 01 32 23 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Approving Authority

1.2.3 Work

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved

1.4.2 Information Only

1.5 PREPARATION OF CONSTRUCTION SUBMITTALS

1.5.1 Transmittal Form

1.5.2 Electronic File Format

1.6 QUANTITY OF SUBMITTALS

1.7 INFORMATION ONLY SUBMITTALS

1.8 VARIATIONS

1.8.1 Considering Variations

1.8.2 Proposing Variations

1.8.3 Warranting That Variations Are Compatible

1.8.4 Review Schedule Is Modified

1.9 SUBMITTAL REGISTER

1.9.1 Use of Submittal Register

1.9.2 Contractor Use of Submittal Register

1.9.3 Approving Authority Use of Submittal Register

1.10 SCHEDULING

1.11 GOVERNMENT APPROVING AUTHORITY

1.11.1 Review Notations

1.12 DISAPPROVED SUBMITTALS

1.13 APPROVED SUBMITTALS

1.14 APPROVED SAMPLES

1.15 WITHHOLDING OF PAYMENT

1.16 STAMPS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

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 are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor's Quality Control (CQC) System Manager to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals 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 are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Picked up and disposed of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations samples remaining upon completion of the work.

All submittals shall be in English.

Section 00700 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.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to a start of construction work.

Submittals required prior to the start of the next major phase of the construction on a multi-phase contract. Schedules or tabular list of data or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work, submitted prior to commencement of construction to

SECTION 01 33 00 Page 2 which the submittal applies.

Certificates of insurance

Surety bonds

List of proposed subcontractors

List of proposed products

Submittal register

Schedule of prices

Health and safety plan

Work plan

Quality control(QC) plan

Environmental protection plan

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.

Unless otherwise specified, shop drawings shall be 22" x 34". Approved shop drawings shall also be submitted electronically on CD-ROM or DVD.

SD-03 Product Data

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

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

SD-04 Samples

Fabricated or unfabricated 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

SECTION 01 33 00 Page 3 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-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 accord 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 logs and 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 manufacturer, supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-11 Closeout Submittals

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

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.2.2 Approving Authority

Office or designated person authorized to approve submittal.

SECTION 01 33 00 Page 4

1.2.3 Work

As used in this section, on- 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.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G, RO

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.1 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 Section 00700 CONTRACT CLAUSES, FAR 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are considered to be "shop drawings."

1.4.2 Information Only

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.

1.5 PREPARATION OF CONSTRUCTION SUBMITTALS

1.5.1 Transmittal Form

Use the attached sample transmittal form (ENG Form 4025) for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms are included in the QCS software that the Contractor is required to use for this contract. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.5.2 Electronic File Format

Provide submittals other than material samples in both hard copy (paper) and electronic formats. The electronic submittal file must be compiled as a single, complete document, to include the Transmittal Form described in Paragraph Transmittal Form. The electronic submittal file must be named specifically according to its contents (e.g. 01 45 00.00-1.2_Quality Control Plan.pdf).

SECTION 01 33 00 Page 5

Electronic files must be of sufficient quality that all information is legible. Electronic format shall be in Adobe.PDF format, unless otherwise specified or directed by the Contracting Officer. Whenever possible, PDF files shall be generated from original documents so that the text included in the PDF file is both searchable and can be copied. If documents are scanned, Optical Character Resolution (OCR) routines are required. Files exceeding 30 pages shall be indexed and bookmarked to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature, or scan of a signature.

Email electronic submittal documents fewer than 10MB to an email address as directed by the Contracting Officer. Electronic documents over 10MB shall be provided on a CD/DVD, or through an electronic file sharing system such as the AMRDEC SAFE Web Application located at the following website:

https://safe.amrdec.army.mil/safe/

Provide hard copies of submittals as specified in this or other specification sections. Up to five additional hard copies of any submittal may be requested from the Contractor at the discretion of the Contracting Officer, at no additional cost to the Government.

1.6 QUANTITY OF SUBMITTALS

Five hard copies and one electronic Portable Document Format (PDF) copy on CD of all submittals shall be submitted to:

Resident Engineer Upper Ohio Resident Office 3510 Grand Avenue Pittsburgh, PA 15225

1.7 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will be returned. Approval of the Contracting Officer is not required on information only submittals. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;

and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.8 VARIATIONS

Variations from contract requirements require Government approval pursuant to Section 00700 CONTRACT CLAUSES, FAR 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION and will be considered where advantageous to Government.

1.8.1 Considering Variations

Discussion with Contracting Officer prior to submission, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, SECTION 01 33 00 Page 6 consider submission of the variation as a Value Engineering Change Proposal

(VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.8.2 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 savings. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

Check the column "variation" of ENG Form 4025 for submittals which include proposed deviations requested by the Contractor. 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.

1.8.3 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.

1.8.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 10 working days will be allowed for consideration by the Government of submittals with variations.

1.9 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and

(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. The Government will provide the initial submittal register in electronic format with the following fields completed, to the extent that will be required by the Government during subsequent usage. A copy of the Submittal Register for this project is attached to the end of the specifications.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

SECTION 01 33 00 Page 7

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

1.9.1 Use of Submittal Register

Submit submittal register. Submit with QC plan and project schedule.

Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

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

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

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.9.2 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor with each submittal throughout contract.

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 QC.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.9.3 Approving Authority Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.

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

Column (l) List date of submittal receipt.

Column (m) through (p)List Date related to review actions.

Column (q) List date returned to Contractor.

1.10 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Adequate time (not less than 30 calendar days) shall be allowed and shown on the register for

SECTION 01 33 00 Page 8 review and approval. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

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

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation.

Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A".

c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.

d. Carefully control 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 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

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

c. Identify returned submittals with one of the actions defined in paragraph entitled "Review Notations" and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date approved submittals. Four copies of the approved submittal will be retained by the Contracting Officer and one copy of the submittal will be returned to the Contractor.

1.11.1 Review Notations

Contracting Officer review will be completed within 20 calendar days after date of submission. Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" or "accepted" authorize the Contractor to proceed with the work covered.

b. Submittals marked "approved as noted" "or approved except as noted, resubmittal not required," authorize the Contractor to proceed with the work covered provided he takes no exception to the corrections.

SECTION 01 33 00 Page 9

c. Submittals marked "not approved" or "disapproved," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved.

d. Submittals marked "not reviewed" will indicate submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

1.12 DISAPPROVED SUBMITTALS

Contractor shall make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications;…