Attachment 1 - Technical Specifications Boat Ramp and ADA Parking.pdf

W911WN21B8006

Kinzua Dam and Allegheny Reservoir Boat Ramp and ADA Parking Warren County, Pennsylvania

CERTIFIED FINAL DOCUMENT

Technical Specifications

May 2021

Kinzua Boat Ramp and ADA Parking

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00.00 08 PRICE AND PAYMENT PROCEDURES

01 30 00.00 08 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 08 PROJECT SCHEDULE BAR CHART

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 00.00 08 QUALITY CONTROL

01 45 00.15 08 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 19.00 08 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23.00 08 STORMWATER POLLUTION PREVENTION MEASURES

01 74 19.00 08 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 02.00 08 CLOSEOUT SUBMITTALS (AS-BUILT DRAWINGS)

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 42 00 DISPOSAL OF MATERIALS

DI VI SI ON 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DI VI SI ON 05 - METALS

05 50 14 STRUCTURAL METAL FABRICATIONS

DI VI SI ON 10 - SPECI ALTI ES

10 14 53 TRAFFIC SIGNAGE

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 01 16.71 COLD MILLING ASPHALT PAVING

32 11 23 AGGREGATE BASE COURSES

32 12 16.00 08 BITUMINOUS PAVEMENT CONSTRUCTION

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

DI VI SI ON 33 - UTI LI TI ES

33 40 00 STORM DRAINAGE UTILITIES

DI VI SI ON 34 - TRANSPORTATI ON

34 71 13.16 VEHICLE CRASH BARRIERS

PROJECT TABLE OF CONTENTS Page 1 Certified Final Document - RTA W911WN21B8006

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 GENERAL INFORMATION

1.2 BASE CONTRACT

1.3 AWARDABLE OPTION 1

1.4 EXISTING WORK

1.5 LOCATION OF UNDERGROUND UTILITIES

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 GENERAL INFORMATION

This contract has been divided into a Base Contract and one (1) Awardable Option. Award of the Awardable Option may be made in accordance with Section 00 73 00 SUPPLEMENTARY CONDITIONS.

The following paragraphs are for information only to describe the general work to be performed. Actual work performed under the Base Contract and Awardable Option shall be identified on the Contract Drawings and as further herein described in the specifications.

1.2 BASE CONTRACT

The Base Contract work consists of the following work tasks and activities:

a. Construction of all site access items, all site preparation (including clearing and grubbing)and temporary site security, erosion and sediment control, water diversions, tree planting and site restoration specified or applicable FOR THE BASE CONTRACT AREA.

b. Construction of a new egress road from the existing boat ramp to parking lot, including earth excavation, toe key bench construction, and disposal (earthwork); full-depth pavement installation including geotextile, stone aggregate, and bituminous paving; installation of guidrail along new egress road; milling and overlaying the tie-in at existing parking lot; installation of traffic signs; and pavement markings.

c. Construction of site drainage features including vegetated channel installation; furnishing and installation of piped stormwater conveyance system; and furnishing and insallation of associated stormwater system structures.

1.3 AWARDABLE OPTION 1

Awardable Option 1 consists of the following work tasks and activities:

a. Construction of all site access items, all site preparation (including clearing and grubbing), erosion and sediment control, water diversions and site restoration specified or applicable FOR AWARDABLE OPTION 1

WORK AREA.

b. Construction of a new parking area and access trail, including earth excavation and disposal (earthwork); full-depth pavement installation including geotextile, stone aggregate, and bituminous paving; and pavement markings.

1.4 EXISTING WORK

In addition to Section 00 70 00 CONDITIONS OF THE CONTRACT, FAR 52.236-9, SECTION 01 11 00 Page 2

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 or designated representative. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 08

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SINGLE JOB PAYMENT ITEMS

1.2.1 Reimbursement For Actual Performance And Payment Bond Premiums

1.2.2 Protection and Maintenance of Traffic During Construction

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.2.3 Payment Item (s)

1.2.3 Erosion and Sediment Controls

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.3.3 Payment Item (s)

1.2.4 Clearing and Grubbing

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.4.3 Payment Item (s)

1.2.5 Remove and Replace Concrete Surface at Existing Boat Ramp

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.5.3 Payment Item (s)

1.2.6 Removal and Installation of Asphalt Sidewalk

1.2.6.1 Payment

1.2.6.2 Unit of Measure

1.2.6.3 Payment Item (s)

1.2.7 ADA Parking Area and Trail Construction

1.2.7.1 Payment

1.2.7.2 Unit of Measure

1.2.7.3 Payment Item (s)

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 R-4 Riprap for Rock Apron

1.3.1.1 Payment

1.3.1.2 Measurement

1.3.1.3 Unit of Measure

1.3.1.4 Payment Item (s)

1.3.2 Furnish and Install Synthetic Erosion Control Mat

1.3.2.1 Payment

1.3.2.2 Measurement

1.3.2.3 Unit of Measure

1.3.2.4 Payment Item (s)

1.3.3 Bituminous Paving - 9.5mm Superpave

1.3.3.1 Payment

1.3.3.2 Measurement

1.3.3.3 Unit of Measure

1.3.3.4 Payment Item

1.3.4 Bituminous Paving - 19mm Superpave

SECTION 01 22 00.00 08 Page 1

1.3.4.1 Payment

1.3.4.2 Measurement

1.3.4.3 Unit of Measure

1.3.4.4 Payment Item

1.3.5 Seeding and Mulching

1.3.5.1 Payment

1.3.5.2 Measurement

1.3.5.3 Unit of Measure

1.3.5.4 Payment Item

1.3.6 Furnish and Install PennDOT 2A Aggregate

1.3.6.1 Payment

1.3.6.2 Measurement

1.3.6.3 Unit of Measure

1.3.6.4 Payment Item

1.3.7 Geotextile

1.3.7.1 Payment

1.3.7.2 Measurement

1.3.7.3 Unit of Measure

1.3.7.4 Payment Item

1.3.8 HDPE Procurement and Installation

1.3.8.1 Payment

1.3.8.2 Measurement

1.3.8.3 Unit of Measure

1.3.8.4 Payment Item

1.3.9 Catch Basin Installation

1.3.9.1 Payment

1.3.9.2 Measurement

1.3.9.3 Unit of Measure

1.3.9.4 Payment Item

1.3.10 Manhole Installation

1.3.10.1 Payment

1.3.10.2 Measurement

1.3.10.3 Unit of Measure

1.3.10.4 Payment Item

1.3.11 Earthwork - Cut

1.3.11.1 Payment

1.3.11.2 Measurement

1.3.11.3 Unit of Measure

1.3.11.4 Payment Item (s)

1.3.12 Earthwork - Fill Placement

1.3.12.1 Payment

1.3.12.2 Measurement

1.3.12.3 Unit of Measure

1.3.12.4 Payment Item (s)

1.3.13 Over excavation of Unsuitable Material

1.3.13.1 Payment

1.3.13.2 Measurement

1.3.13.3 Unit of Measure

1.3.13.4 Payment Item (s)

1.3.14 Off-site Disposal of Excavated Materials

1.3.14.1 Payment

1.3.14.2 Measurement

1.3.14.3 Unit of Measure

1.3.14.4 Payment Item (s)

1.3.15 Install Guiderail

1.3.15.1 Payment

1.3.15.2 Measurement

1.3.15.3 Unit of Measure

1.3.15.4 Payment Items

SECTION 01 22 00.00 08 Page 2

1.3.16 Mill and Remove Bituminous Pavement

1.3.16.1 Payment

1.3.16.2 Measurement

1.3.16.3 Unit of Measure

1.3.16.4 Payment Item

1.3.17 Traffic Signage

1.3.17.1 Payment

1.3.17.2 Measurement

1.3.17.3 Unit of Measure

1.3.17.4 Payment Item

1.3.18 Tree Planting

1.3.18.1 Payment

1.3.18.2 Measurement

1.3.18.3 Unit of Measure

1.3.18.4 Payment Item

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

-- End of Section Table of Contents --

SECTION 01 22 00.00 08 Page 3

SECTION 01 22 00.00 08

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for i nformation 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:

1.2 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the 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, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes 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.

1.2.1 Reimbursement For Actual Performance And Payment Bond Premiums

Payment for reimbursement for actual performance and payment bond premiums will be made as specified in 00 70 00 CONDITIONS OF THE CONTRACT, clause

PAYMENT FOR PERFORMANCE AND PAYMENT BONDS.

0001 REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BOND PREMIUMS

1001 REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BOND PREMIUMS

1.2.2 Protection and Maintenance of Traffic During Construction

1.2.2.1 Payment

This work is specified in Section 01 35 00.00 08 SPECIAL PROCEDURES.

Payment will be made for costs associated with developing and implementing traffic control maintenance and protection measures as required throughout the life of the contract, and shall include any and all awardable options.

The job price shall include, but not be limited to all cost associated with, protection of vehicular and pedestrian traffic, signing, lighting, channelization devices, and any additional requirements necessary to maintain traffic within the project area during the life of the contract.

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

1.2.2.2 Unit of Measure

Unit of measure: Job.

SECTION 01 22 00.00 08 Page 4

1.2.2.3 Payment Item (s)

0002 PROTECTION AND MAINTENANCE OF TRAFFIC DURING CONSTRUCTION

1.2.3 Erosion and Sediment Controls

1.2.3.1 Payment

This work is specified in Section 01 57 23.00 08 STORMWATER POLLUTION MEASURES and 32 92 19 SEEDING. Payment will be made for costs associated with furnishing, installing, maintaining, and removing erosion and sediment control measures in the accordance with the contract documents and as shown on the drawings throughout the life of the contract, and shall include and all awardable options. Erosion and sediment controls shall include but not be limited to compost filter sock, erosion control blanket, concrete washout area, incidental site restoration, temporary and permanent seeding, fertilizer, lime, mulch, dust control, rock construction entrance, pumping and storm drain filter bag. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.3.2 Unit of Measure

Unit of measure: Job.

1.2.3.3 Payment Item (s)

0003 EROSION AND SEDIMENT CONTROLS

1.2.4 Clearing and Grubbing

1.2.4.1 Payment

This work is specified in Section 31 11 00 CLEARING AND GRUBBING, and Section 01 74 19.00 08 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT.

Payment will be made for costs associated with clearing and grubbing as specified and as shown in the contract drawings. Payment will constitute full compensation for all labor, equipment, materials and supplies; and all other incidental costs, and supplies associated with this work.

1.2.4.2 Unit of Measure

Unit of measure: Job.

1.2.4.3 Payment Item (s)

0004 CLEARING AND GRUBBING

1.2.5 Remove and Replace Concrete Surface at Existing Boat Ramp

1.2.5.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 31 05 19 GEOTEXTILE, Section 32 11 23 AGGREGATE BASE COURSE, and Section

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES. Payment will be made for costs associated for removal and reinstallation of concrete paving including all labor, equipment, materials and supplies; removal and disposal of existing materials;

SECTION 01 22 00.00 08 Page 5 furnishing and installation of geotextile; furnishing and installation of stone aggregate; furnishing and installation of portland cement concrete pavement; and all other incidental costs, and supplies associated with this work.

1.2.5.2 Unit of Measure

Unit of measure: Job.

1.2.5.3 Payment Item (s)

0023 REMOVE AND REPLACE CONCRETE SURFACE AT EXISTING BOAT RAMP

1.2.6 Removal and Installation of Asphalt Sidewalk

1.2.6.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 31 00 00 EARTHWORK, Section 31 05 19 GEOTEXTILE, Section 32 11 23 AGGREGATE BASE COURSE and Section 32 12 16.00 BITUMINOUS PAVEMENT CONSTRUCTION. Payment will be made for costs associated with demolition of existing sidewalk that crosses the proposed access road and installation of new sidewalk close to stations 4+00 to 5+00 of the proposed egress road. Payment will constitute full compensation all labor, equipment, materials and supplies; excavation; removal and disposal of excess and unsuitable excavated materials; furnishing and installation of geotextile; furnishing and installation of stone aggregate; furnishing and installation of bituminous pavement; and all other incidental costs, and supplies associated with this work.

1.2.6.2 Unit of Measure

Unit of measure: Job.

1.2.6.3 Payment Item (s)

0024 REMOVAL AND INSTALLATION OF ASPHALT SIDEWALK

1.2.7 ADA Parking Area and Trail Construction

1.2.7.1 Payment

This work is specified in Section 01 57 23.00 08 STORMWATER POLLUTION MEASURES, Section 02 42 00 DISPOSAL OF MATERIALS, Section 31 00 00 EARTHWORK, Section 31 05 19 GEOTEXTILE, Section 32 11 23 AGGREGATE BASE COURSE, Section 32 12 16.00 BITUMINOUS PAVEMENT CONSTRUCTION, Section

33 40 00 STORM DRAINAGE UTILITIES, 05 50 14 STRUCTURAL METAL FABRICATIONS,

and Section 32 17 23 PAVEMENT MARKINGS. Payment will be made for costs associated with Awardable Option 1 for all labor, equipment, materials and supplies; excavation; removal and disposal of excess and unsuitable excavated materials; furnishing and installation of geotextile; furnishing and installation of stone aggregate; furnishing and installation of bituminous pavement; furnishing and installation of metal handrails;

furnishing and installation of pavement markings; furnishing an installation of erosion and sediment controls; and all other incidental costs, and supplies associated with this work.

SECTION 01 22 00.00 08 Page 6

1.2.7.2 Unit of Measure

Unit of measure: Job.

1.2.7.3 Payment Item (s)

1002 ADA PARKING AREA AND TRAIL CONSTRUCTION

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the SCHEDULE and described below. The unit price and payment made for each item listed constitutes 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.

1.3.1 R-4 Riprap for Rock Apron

1.3.1.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 31 00 00 EARTHWORK and Section 33 40 00 STORM DRAINAGE UTILITIES. Payment will be made for costs associated with excavation, removal and disposal of excess and unsuitable excavated materials, furnishing, transporting and placing stone riprap as specified and as shown in the contract drawings.

Payment will also be made for costs associated with furnishing and installing one concrete endwall. Payment will constitute full compensation for all labor, equipment, materials and supplies; furnishing and stone riprap; and all other incidental costs, and supplies associated with this work.

1.3.1.2 Measurement

Measurement for payment will be made for the actual volume of Riprap stone placed within the limits, lines and grades shown on the contract drawings. Volume computations shall be performed by the Contractor, and copies of all cross section data and computations shall be submitted to the Contracting Officer or their Designated Representative.

1.3.1.3 Unit of Measure

Unit of measure: Cubic Yard .

1.3.1.4 Payment Item (s)

0016 R-4 RIPRAP FOR ROCK APRON

1.3.2 Furnish and Install Synthetic Erosion Control Mat

1.3.2.1 Payment

This work is specified in Section 01 57 23.00 08 STORMWATER POLLUTION MEASURES, and 32 92 19 SEEDING. Payment will be made for costs associated with furnishing, installing, and maintaining synthetic erosion control mat; temporary and permanent seeding, fertilizer, lime, and mulch for the vegetated channel. Price shall include all materials, labor, equipment, and supplies associated with this work.

SECTION 01 22 00.00 08 Page 7

1.3.2.2 Measurement

Measurement of synthetic erosion control material will be the area of installed synthetic erosion control mat.

1.3.2.3 Unit of Measure

Unit of measure: Square Yard

1.3.2.4 Payment Item (s)

0005 FURNISH AND INSTALL SYNTHETIC EROSION CONTROL MAT

1.3.3 Bituminous Paving - 9.5mm Superpave

1.3.3.1 Payment

This work is specified in Section 32 12 16.00 08 BITUMINOUS PAVEMENT CONSTRUCTION. Payment for aggregate will be made for costs associated with furnishing, transporting, delivering, placement, rolling, compacting, and finishing of all materials, equipment, tools, labor, and other incidentals necessary to complete the work required to the depth specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.3.2 Measurement

Measurement for payment will be the actual area of surface constructed and accepted.

1.3.3.3 Unit of Measure

Unit of measure: Square Yard

1.3.3.4 Payment Item

0013 BITUMINOUS PAVING - 1.5-INCH 9.5MM SUPERPAVE

1.3.4 Bituminous Paving - 19mm Superpave

1.3.4.1 Payment

This work is specified in Section 32 12 16.00 08 BITUMINOUS PAVEMENT CONSTRUCTION. Payment for aggregate will be made for costs associated with furnishing, transporting, delivering, placement, rolling, compacting, and finishing of all materials, equipment, tools, labor, and other incidentals necessary to complete the work required to the depth specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.4.2 Measurement

Measurement for payment will be the actual area of surface constructed and accepted.

1.3.4.3 Unit of Measure

Unit of measure: Square Yard

SECTION 01 22 00.00 08 Page 8

1.3.4.4 Payment Item

0012 BITUMINOUS PAVING - 3.5-INCH 19 MM SUPERPAVE

1.3.5 Seeding and Mulching

1.3.5.1 Payment

This work is specified in Section 32 92 19 SEEDING. Payment will be made for costs associated with permanent seeding, fertilizer, lime, mulch, dust control. Price should include all materials, labor, equipment, and supplies associated with this work.

1.3.5.2 Measurement

Measurement of seeding and mulching will be the actual areas of surface constructed.

1.3.5.3 Unit of Measure

Unit of measure: Acres

1.3.5.4 Payment Item

0008 SEEDING AND MULCHING

1.3.6 Furnish and Install PennDOT 2A Aggregate

1.3.6.1 Payment

This work is specified in Section 32 11 23 AGGREGATE BASE COURSE. Payment will be made for costs associated with furnishing, transporting and placing stone as specified and as shown in the contract drawings. Payment will constitute full compensation for all labor, equipment, materials and supplies; furnishing and stone; and all other incidental costs, and supplies associated with this work.

1.3.6.2 Measurement

Measurement for payment will be made for the actual volume of PennDOT 2A Aggregate 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 or their Designated Representative.

The cross section surveys shall be performed by the contractor at a maximum 50-foot interval over the length of disturbance prior to and after stone riprap 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 or their Designated Representative within 48 hours following completion of the field cross sections.

1.3.6.3 Unit of Measure

Unit of measure: Cubic Yard

SECTION 01 22 00.00 08 Page 9

1.3.6.4 Payment Item

0011 FURNISH AND INSTALL PENNDOT 2A AGGREGATE

1.3.7 Geotextile

1.3.7.1 Payment

This work is specified in Section 31 05 19 GEOTEXTILE. Payment will be made for costs associated with placement of geotextile fabric. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.7.2 Measurement

Measurement of geotextile will be the actual areas of surface constructed and accepted.

1.3.7.3 Unit of Measure

Unit of measure: Square Yard

1.3.7.4 Payment Item

0015 GEOTEXTILE

1.3.8 HDPE Procurement and Installation

1.3.8.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 33 40 00 STORM DRAINAGE UTILITIES and Section 31 00 00 EARTHWORK. Payment for HDPE will be made for costs associated with furnishing; transporting;

delivering; installation including excavation, removal and disposal of excess and unsuitable excavated materials, backfill, compacting, and finishing of all earthworks; equipment, tools, labor, and other incidentals necessary to complete the work required as specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.8.2 Measurement

Measurement of HDPE pipe will be the actual lineal footage of HDPE pipe complete in place and accepted.

1.3.8.3 Unit of Measure

Unit of measure: Linear Feet

1.3.8.4 Payment Item

0006 15-INCH HDPE PROCUREMENT AND INSTALLATION

1.3.9 Catch Basin Installation

1.3.9.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 33 40 00 STORM DRAINAGE UTILITIES and Section 31 00 00 EARTHWORK. Payment

SECTION 01 22 00.00 08 Page 10 for catch basin installation will be made for costs associated with furnishing; transporting; delivering; installation including excavation, removal and disposal of excess and unsuitable excavated materials, backfill, compacting, and finishing of all earthworks; equipment, tools, labor, and other incidentals necessary to complete the work required as specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.9.2 Measurement

Measurement of Catch Basin Installation will be for the actual number of Catch Basins complete in place and accepted.

1.3.9.3 Unit of Measure

Unit of measure: Each

1.3.9.4 Payment Item

0007 CATCH BASIN INSTALLATION

1.3.10 Manhole Installation

1.3.10.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 33 40 00 STORM DRAINAGE UTILITIES and Section 31 00 00 EARTHWORK. Payment for manhole installation will be made for costs associated with furnishing; transporting; delivering; installation including excavation, removal and disposal of excess and unsuitable excavated materials, backfill, compacting, and finishing of all earthworks; equipment, tools, labor, and other incidentals necessary to complete the work required as specified in the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.10.2 Measurement

Measurement of Manhole Installation will be for the actual number of Manholes complete in place and accepted.

1.3.10.3 Unit of Measure

Unit of measure: Each

1.3.10.4 Payment Item

0022 MANHOLE INSTALLATION

1.3.11 Earthwork - Cut

1.3.11.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 31 00 00 EARTHWORK and Section 03 30 53 MISCELLANEOUS CAST-IN-PLACE.

Payment will be made for costs associated with excavation, removal and disposal of excess and unsuitable excavated materials, installation of toe key bench, furnishing, and transporting as specified and as shown in the contract drawings. Payment will also be made for costs associated with protection and concrete encasement of existing utility line as shown in

SECTION 01 22 00.00 08 Page 11 the contract drawings. Payment will constitute full compensation for all labor, equipment, materials and supplies; and all other incidental costs, and supplies associated with this work.

1.3.11.2 Measurement

The total quantity of excavated material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for overdepth excavation or for the removal of any material outside the required slope lines unless authorized.

1.3.11.3 Unit of Measure

Unit of measure: Cubic Yard .

1.3.11.4 Payment Item (s)

0017 EARTHWORK - CUT

1.3.12 Earthwork - Fill Placement

1.3.12.1 Payment

This work is specified in Section 31 00 00 EARTHWORK. Payment will be made for costs associated with excavation, removal and disposal of excess and unsuitable excavated materials, furnishing, and transporting as specified and as shown in the contract drawings. Payment will constitute full compensation for all labor, equipment, materials and supplies; and all other incidental costs, and supplies associated with this work.

1.3.12.2 Measurement

The total quantity of excavated material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for overdepth excavation or for the removal of any material outside the required slope lines unless authorized.

1.3.12.3 Unit of Measure

Unit of measure: Cubic Yard .

1.3.12.4 Payment Item (s)

0018 EARTHWORK - FILL PLACEMENT

1.3.13 Over excavation of Unsuitable Material

1.3.13.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS, Section 31 00 00 EARTHWORK and Section 32 11 23 AGGREGATE BASE COURSE. Payment will be made for costs associated with excavation, removal and disposal of unsuitable excavated materials, furnishing, and transporting as specified and as directed by the Contracting Officer or their designated representative during egress road construction. Payment will constitute full compensation for all labor, equipment, materials and supplies; and all other incidental costs, and supplies associated with this work.

SECTION 01 22 00.00 08 Page 12

1.3.13.2 Measurement

The total quantity of excavated material for which payment will be made will be variable and will be based on existing condition of the subgrade, and may or may not be used as contract work as directed by the Contracting Officer or their designated representative. No allowance will be made for the removal of any material outside item authorized by the Contracting officer or their designated representative.

1.3.13.3 Unit of Measure

Unit of measure: Cubic Yard .

1.3.13.4 Payment Item (s)

0019 OVER EXCAVATION OF UNSUITABLE MATERIAL AND REPLACEMENT WITH

PENNDOT 2A AGGREGATE

1.3.14 Off-site Disposal of Excavated Materials

1.3.14.1 Payment

This work is specified in Section 02 42 00 DISPOSAL OF MATERIALS. Payment will be made for costs associated with excavation, removal and disposal of excess and unsuitable excavated materials specified and as shown in the contract drawings. Payment will constitute full compensation for all labor, equipment, materials and supplies; and all other incidental costs, and supplies associated with this work.

1.3.14.2 Measurement

The total quantity of excavated material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for overdepth excavation or for the removal of any material outside the required slope lines unless authorized.

1.3.14.3 Unit of Measure

Unit of measure: Cubic Yard .

1.3.14.4 Payment Item (s)

0020 OFF-SITE DISPOSAL OF EXCAVATED MATERIALS

1.3.15 Install Guiderail

1.3.15.1 Payment

This work is specified in Section 34 71 13.16 VEHICLE CRASH BARRIERS.

Payment will include furnishing and installing new guiderail in accordance with the contract documents. Price shall include all materials, labor, equipment, and supplies associated with the contract drawing.

1.3.15.2 Measurement

The Contracting Officer or their designated representative shall approve all methods and procedures for quantity surveys. Quantities shall be

SECTION 01 22 00.00 08 Page 13 calculated in linear feet.

1.3.15.3 Unit of Measure

Unit of measure: Linear Feet

1.3.15.4 Payment Items

0009 INSTALL GUIDERAIL

1.3.16 Mill and Remove Bituminous Pavement

1.3.16.1 Payment

This work is specified in Section 32 01 16.71 COLD MILLING ASPHALT PAVING and Section 02 42 00 DISPOSAL OF MATERIALS. Payment will be made for costs associated with milling as specified and as shown in the contract drawings. Payment will constitute full compensation for all labor, equipment, materials and supplies; and all other incidental costs, and supplies associated with this work.

1.3.16.2 Measurement

Measurement for payment will be the actual area of surface milled and removed.

1.3.16.3 Unit of Measure

Unit of measure: Cubic Yard

1.3.16.4 Payment Item

0010 MILL AND REMOVE BITUMINOUS PAVEMENT

1.3.17 Traffic Signage

1.3.17.1 Payment

This work is specified in Section 10 14 53 TRAFFIC SIGNAGE. Payment will be made for costs associated with furnishing and installing traffic signage as specified and as shown in the contract drawings. Payment will constitute full compensation for all labor, equipment, materials and supplies; and all other incidental costs, and supplies associated with this work.

1.3.17.2 Measurement

Measurement for payment will be the actual number of traffic signs installed.

1.3.17.3 Unit of Measure

Unit of measure: Each

1.3.17.4 Payment Item

0021 TRAFFIC SIGNAGE

SECTION 01 22 00.00 08 Page 14

1.3.18 Tree Planting

1.3.18.1 Payment

This work is specified in Section 32 93 00 EXTERIOR PLANTS. Payment will be made for costs associated with furnishing and planting trees as specified and as shown in the contract drawings. Payment will constitute full compensation for all labor, equipment, materials and supplies;

furnishing; and all other incidental costs, and supplies associated with this work.

1.3.18.2 Measurement

Measurement for payment will be the actual number of trees installed.

1.3.18.3 Unit of Measure

Unit of measure: Each

1.3.18.4 Payment Item

0014 TREE PLANTING

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 calendar days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer or designated representative as to propriety of distribution of the total cost to the various accounts. The cost of any element in the cost breakdown should be less than $25,000 for progress tracking. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer or designated representative to agree with a reasonable cost of the work included in the various items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

-- End of Section --

SECTION 01 22 00.00 08 Page 15

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00.00 08

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 ACRONYMS

1.4 CONTRACT ADMINISTRATION

1.5 USACE ACQUISITION INSTRUCTIONS (UAI)

1.5.1 UAI 5122.1302-100 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY

CORPS OF ENGINEERS CONTRACTS

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

1.6.2 Superintendent Qualifications

1.6.2.1 Duties

1.6.3 Non-Compliance Actions

1.7 PRECONSTRUCTION

1.8 PARTNERING

1.8.1 Informal Partnering

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 30 00.00 08 Page 1

SECTION 01 30 00.00 08

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SUMMARY

This sections contains contract administrative requirements which are not covered in Section 00 70 00 CONDITIONS OF THE CONTRACT or Section 00 73 00

SUPPLEMENTARY CONDITIONS.

1.2 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.3 ACRONYMS

DFARS - Defense Federal Acquisition Regulation Supplement EP - Engineer Pamphlet FAR - Federal Acquisition Regulation SAT - Simplified Acquisition Threshold UAI - USACE Acquisition Instructions

1.4 CONTRACT ADMINISTRATION

An Administrative Contracting Officer (ACO) will be designated on this contract to act within the limits delegated by the Contracting Officer.

The ACO designation letter will clearly detail what the authorities of the

ACO.

1.5 USACE ACQUISITION INSTRUCTIONS (UAI)

1.5.1 UAI 5122.1302-100 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS

OF ENGINEERS CONTRACTS

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

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

U.S. Department of Labor Veterans’ Employment and Training Service (VETS): https://www.dol.gov/vets/

SECTION 01 30 00.00 08 Page 2

Federal Veteran Employment Information: https://www.fedshirevets.gov/

Veterans' Employment and Training Service (VETS):

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

Veterans Opportunity to Work (VOW) Program:

https://www.benefits.va.gov/vow/

U.S. Army Warrior Transition Command Employment Index:

https://wct.army.mil/modules/employers/index.html

Hiring Our Heroes:

https://www.uschamberfoundation.org/hiring-our-heroes

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.6.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer or designated representative may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.6.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer or designated representative for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer or designated representative may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

SECTION 01 30 00.00 08 Page 3

1.7 PRECONSTRUCTION

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer or designated representative to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, clear expectations of the "Interim DD Form 1354" Submittal, and the processes for joint risk management between the Contractor and Government. Major subcontractors who will engage in the work must also attend.

1.8 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that includes joint risk management, is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer or designated representative will provide Information on the Informal Partnering Process and a list of key and optional personnel who should attend the Informal Partnering meeting.

1.8.1 Informal Partnering

The Contracting Officer or designated representative will organize the Informal Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Informal Partnering session should be a part of the Pre-Construction Meeting. Informal Partnering sessions will be held at a location agreed to by the Contracting Officer or designated representative and the Contractor (typically a conference room provided by the office or the Contractor). The Initial Informal Partnering Session may be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer or designated representative. The Partners will determine the frequency of the follow-on sessions, at no more than three to six month intervals.

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

NOT USED

-- End of Section --

SECTION 01 30 00.00 08 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 08

PROJECT SCHEDULE BAR CHART

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 PROGRESS SCHEDULE - BAR CHART SCHEDULE

3.3 REQUESTS FOR TIME EXTENSIONS

3.3.1 Justification of Delay

3.3.2 Time Extension

3.3.3 Impact to Early Completion Schedule

3.4 FAILURE TO ACHIEVE PROGRESS

3.4.1 Artificially Improving Progress

3.4.2 Failure to Perform

3.4.3 Recovery Schedule

-- End of Section Table of Contents --

SECTION 01 32 01.00 08 Page 1

SECTION 01 32 01.00 08

PROJECT SCHEDULE BAR CHART

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 Schedule; G, RO

Project Scheduler Qualifications; G

1.2 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports.

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to Section 00 70 00 CONDITIONS OF THE CONTRACT, FAR 52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required.

The scheduling of construction is the responsibility of the Contractor.

Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. A bar chart shall be prepared in accordance with paragraph

PROGRESS SCHEDULE - BAR CHART.

3.2 PROGRESS SCHEDULE - BAR CHART SCHEDULE

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

00 70 00 CONDITIONS OF THE CONTRACT, 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

SECTION 01 32 01.00 08 Page 2 or designated representative. Each activity shall include the applicable Price Schedule item number and show the estimated cost and show activity duration. 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 or designated representative'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 or designated representative may withhold approval of partial payment estimates, until such submittals are made.

3.3 REQUESTS FOR TIME EXTENSIONS

Provide a justification of delay to the Contracting Officer or designated representative in accordance with the contract provisions and clauses for approval within 10 calendar days of a delay occurring. Also prepare a time impact analysis for each Government request for proposal (RFP) to justify time extensions.

3.3.1 Justification of Delay

Provide a description of the event(s) that caused the delay and/or impact to the work. As part of the description, identify all schedule activities impacted. Show that the event that caused the delay/impact was the responsibility of the Government. Provide a time impact analysis that demonstrates the effects of the delay or impact on the project completion date or interim completion date(s). Evaluate multiple impacts chronologically; each with its own justification of delay. With multiple impacts consider any concurrency of delay. A time extension becomes part of the project schedule and all future schedule updates upon approval by the Contracting Officer or designated representative.

3.3.2 Time Extension

The Contracting Officer or designated representative must approve the Justification of Delay including the time impact analysis before a time extension will be granted. No time extension will be granted unless the delay consumes all available Project Float and extends the projected finish date ("End Project" milestone) beyond the Contract Completion Date. The time extension will be in calendar days.

Actual delays that are found to be caused by the Contractor's own actions, which result in a calculated schedule delay will not be a cause for an extension to the performance period, completion date, or any interim milestone date.

SECTION 01 32 01.00 08 Page 3

3.3.3 Impact to Early Completion Schedule

No extended overhead will be paid for delay prior to the original Contract Completion Date for an Early Completion IPS unless the Contractor actually performed work in accordance with that Early Completion Schedule. Float that is available in the schedule, at any time, shall not be considered for the exclusive use of either the Government or the Contractor. The Contractor must show that an early completion was achievable had it not been for the impact.

3.4 FAILURE TO ACHIEVE PROGRESS

Should the progress fall behind the approved project schedule for reasons other than those that are excusable within the terms of the contract, the Contracting Officer or designated representative may require provision of a written recovery plan for approval. The plan must detail how progress will be made-up to include which activities will be accelerated by adding additional crews, longer work hours, extra work days, etc.

3.4.1 Artificially Improving Progress

Artificially improving progress is prohibited. Indicate assumptions made and the basis for any duration and calendar changes used in the creation of the recovery plan. Any additional resources, manpower, or daily and weekly work hour changes proposed in the recovery plan must be evident at the work site and documented in the daily report along with the Schedule Narrative Report.

3.4.2 Failure to Perform

Failure to perform work and maintain progress in accordance with the supplemental recovery plan may result in an interim and final unsatisfactory performance rating and may result in corrective action directed by the Contracting Officer or designated representative pursuant to Section 00 70 00 CONDITIONS OF THE CONTRACT, FAR 52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS, FAR 52.249-10 DEFAULT (Fixed-Price Construction), and other contract provisions.

3.4.3 Recovery Schedule

Should the Contracting Officer or designated representative find it necessary, submit a recovery schedule pursuant to Section 00 70 00

CONDITIONS OF THE CONTRACT, FAR 52.236-15 SCHEDULES FOR CONSTRUCTION

CONTRACTS.

-- End of Section --

SECTION 01 32 01.00 08 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

1.1.2 Approving Authority

1.1.3 Work

1.2 SUBMITTALS

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

1.3.2 For Information Only

1.4 PREPARATION

1.4.1 Transmittal Form

1.4.2 Identifying Submittals

1.4.3 Submittal Format

1.4.3.1 Format of SD-01 Preconstruction Submittals

1.4.3.2 Format for SD-02 Shop Drawings

1.4.3.2.1 Drawing Identification

1.4.3.3 Format of SD-03 Product Data

1.4.3.3.1 Product Information

1.4.3.3.2 Standards

1.4.3.3.3 Data Submission

1.4.3.4 Format of SD-04 Samples

1.4.3.4.1 Sample Characteristics

1.4.3.4.2 Sample Incorporation

1.4.3.4.3 Comparison Sample

1.4.3.5 Format of SD-05 Design Data

1.4.3.6 Format of SD-06 Test Reports

1.4.3.7 Format of SD-07 Certificates

1.4.3.8 Format of SD-08 Manufacturer's Instructions

1.4.3.8.1 Standards

1.4.3.9 Format of SD-09 Manufacturer's Field Reports

1.4.3.10 Format of SD-11 Closeout Submittals

1.4.4 Source Drawings for Shop Drawings

1.4.4.1 Source Drawings

1.4.4.2 Terms and Conditions

1.4.5 Electronic File Format

1.5 QUANTITY OF SUBMITTALS

1.6 INFORMATION ONLY SUBMITTALS

1.7 PROJECT SUBMITTAL REGISTER

1.7.1 Submittal Management

1.7.2 Preconstruction Use of Submittal Register

1.7.3 Contractor Use of Submittal Register

1.7.4 Approving Authority Use of Submittal Register

1.7.5 Action Codes

1.7.6 Delivery of Copies

1.8 VARIATIONS

SECTION 01 33 00 Page 1

1.8.1 Considering Variations

1.8.2 Proposing Variations

1.8.3 Warranting that Variations are Compatible

1.8.4 Review Schedule Extension

1.9 SCHEDULING

1.10 GOVERNMENT APPROVING AUTHORITY

1.10.1 Review Notations

1.11 DISAPPROVED SUBMITTALS

1.12 APPROVED SUBMITTALS

1.13 APPROVED SAMPLES

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

attached to these specifications

-- End of Section Table of Contents --

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittal requirements…