B08 Attachment 1 Specifications.pdf

W911WN21B8003

Repairs to Somerfield North Recreation Area

Youghiogheny River Lake

Addison, Pennsylvania

Certified Final Documents

Technical Specifications

April 2021

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

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 32 33.00 08 DIGITAL PROGRESS IMAGES

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 QUALITY CONTROL

01 45 00.15 10 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 41 00.00 08 DEMOLITION

02 42 00 DISPOSAL OF MATERIALS

DI VI SI ON 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 23.00 08 AGGREGATE AND AGGREGATE BASE COURSES

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

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

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 Certified Final Documents - W911WN21B8003

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 08

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

1.1.1 Reimbursement For Actual Performance And Payment Bond Premiums

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 (s)

1.1.3 Erosion and Sediment Control

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.3.3 Payment Item (s)

1.1.4 Removal of Existing Guardrail and No Parking Signs

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.4.3 Payment Item (s)

1.1.5 Furnish and Install 12" Dia. HDPE Pipe and Inlet

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.5.3 Payment Item (s)

1.1.6 R3 Riprap Apron

1.1.6.1 Payment

1.1.6.2 Unit of Measure

1.1.6.3 Payment Item (s)

1.1.7 Furnish and Install 12" Dia. HDPE Pipe for Channel

1.1.7.1 Payment

1.1.7.2 Unit of Measure

1.1.7.3 Payment Item (s)

1.1.8 Channel Construction

1.1.8.1 Payment

1.1.8.2 Unit of Measure

1.1.8.3 Payment Item (s)

1.1.9 Repair Concrete Catchbasin

1.1.9.1 Payment

1.1.9.2 Unit of Measure

1.1.9.3 Payment Item (s)

1.1.10 Clean Out of Existing Channel

1.1.10.1 Payment

1.1.10.2 Unit of Measure

1.1.10.3 Payment Item (s)

1.1.11 Pavement Markings

1.1.11.1 Payment

1.1.11.2 Unit of Measure

1.1.11.3 Payment Item (s)

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Digital Progress Images

SECTION 01 22 00.00 08 Page 1

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure

1.2.1.4 Payment Items

1.2.2 Removal and Disposal of Bituminous Pavement (6" Depth)

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 Grout Existing Storm Drainage Structures and Piping

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.3.4 Payment Items

1.2.4 Excavation and Placement with Off Site Disposal

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 Unit of Measure

1.2.4.4 Payment Item (s)

1.2.5 Guiderail Installation

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.5.4 Payment Item (s)

1.2.6 Seeding and Mulching

1.2.6.1 Payment

1.2.6.2 Measurement

1.2.6.3 Unit of Measure

1.2.6.4 Payment Item (s)

1.2.7 Removal and Installation of Swing Gate Assemblies

1.2.7.1 Payment

1.2.7.2 Measurement

1.2.7.3 Unit of Measure

1.2.7.4 Payment Item (s)

1.2.8 Removal of Jersey Barriers

1.2.8.1 Payment

1.2.8.2 Measurement

1.2.8.3 Unit of Measure

1.2.8.4 Payment Item (s)

1.2.9 Geotextile

1.2.9.1 Payment

1.2.9.2 Measurement

1.2.9.3 Unit of Measure

1.2.9.4 Payment Item (s)

1.2.10 Furnish and Install Gravel Parking Lot

1.2.10.1 Payment

1.2.10.2 Measurement

1.2.10.3 Unit of Measure

1.2.10.4 Payment Item (s)

1.2.11 Installation of Concrete in Lower Parking Lot

1.2.11.1 Payment

1.2.11.2 Measurement

1.2.11.3 Unit of Measure

1.2.11.4 Payment Item (s)

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 22 00.00 08 Page 2

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 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.

1.1.1 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

1.1.2 Protection and Maintenance of Traffic During Construction

1.1.2.1 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. 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.

1.1.2.2 Unit of Measure

Unit of measure: Job.

1.1.2.3 Payment Item (s)

0003 PROTECTION AND MAINTENANCE OF TRAFFIC DURING CONSTRUCTION

1.1.3 Erosion and Sediment Control

1.1.3.1 Payment

This work is specified in 01 57 23.00 08 STORM WATER POLLUTION MEASURES

SECTION 01 22 00.00 08 Page 4 and 32 92 19 SEEDING. Payment will be made for costs associated with furnishing, installing, maintaining and removing erosion and sediment control measures in accordance with the contract documents and as shown on the drawings, including but not limited to compost filter sock, incidental site restoration, and rock construction entrance. 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 (s)

0004 EROSION AND SEDIMENT CONTROLS

1.1.4 Removal of Existing Guardrail and No Parking Signs

1.1.4.1 Payment

This work is specified in Section 02 41 00.00 08 DEMOLITION. Payment will be made for costs associated with excavation and removal of existing material, removal and disposal of existing guard rail, removal and disposal of existing signs. To the extent practicable, all scrap metal must be sent for reuse or recycling and will not be disposed of in a landfill. Price shall include all materials, labor, equipment, disposal, and supplies associated with the contract drawing.

1.1.4.2 Unit of Measure

Unit of measure: Job.

1.1.4.3 Payment Item (s)

0005 REMOVAL OF EXISTING GUARDRAIL AND NO PARKING SIGNS

1.1.5 Furnish and Install 12" Dia. HDPE Pipe and Inlet

1.1.5.1 Payment

This work is specified in Section 31 05 19 GEOTEXTILE, Section 31 00 00 EARTHWORK,, Section 32 11 23.00 08 AGGREGATE AND AGGREGATE BASE COURSES, and Section 33 40 00 STORM DRAINAGE UTILITIES. Payment will be made for costs associated with operations necessary for the construction of the new HPDE Pipe as shown on the drawings and as specified, including but not limited to excavation, furnishing and installing the pipe, bedding and backfill, geotextile, disposal of excess and unsuitable excavated material. Payment will also include furnishing and installing new PENNDOT Type M Inlet, grate,connection of storm lines, proposed stone bedding;

stone backfill and compaction, etc; in accordance with contract documents.

Price shall include all materials, labor, equipment, and supplies associated with the contract drawing.

1.1.5.2 Unit of Measure

Unit of measure: Job.

1.1.5.3 Payment Item (s)

0012 FURNISH AND INSTALL 12" DIA. HDPE PIPE AND INLET

SECTION 01 22 00.00 08 Page 5

1.1.6 R3 Riprap Apron

1.1.6.1 Payment

This work is specified in Section 01 57 23.00 08 STORMWATER POLLUTION PREVENTION MEASURES, Section 31 05 19 GEOTEXTILE, and Section 33 40 00 STORM DRAINAGE UTILITIES. Payment will be made for costs associated with furnishing, transporting and placing stone riprap and geotextile under the 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 riprap and grout material; and all other incidental costs, and supplies associated with this work.

1.1.6.2 Unit of Measure

Unit of measure: Job.

1.1.6.3 Payment Item (s)

0013 R3 RIPRAP APRON

1.1.7 Furnish and Install 12" Dia. HDPE Pipe for Channel

1.1.7.1 Payment

This work is specified in Section 31 05 19 GEOTEXTILE, Section 31 00 00 EARTHWORK, Section 32 11 23.00 08 AGGREGATE AND AGGREGATE BASE COURSES, Section 03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE, and Section 33 40 00 STORM DRAINAGE UTILITIES. Payment will be made for costs associated with operations necessary for the construction of the new HPDE Pipe as shown on the drawings and as specified, including but not limited to excavation, furnishing and installing the pipe, bedding and backfill, concrete cap, geotextile, and disposal of excess and unsuitable excavated material.

Price shall include all materials, labor, equipment, and supplies associated with the contract drawing.

1.1.7.2 Unit of Measure

Unit of measure: Job.

1.1.7.3 Payment Item (s)

0014 FURNISH AND INSTALL 12" DIA. HDPE PIPE FOR CHANNEL

1.1.8 Channel Construction

1.1.8.1 Payment

This work is specified in Section 01 57 23.00 08 STORMWATER POLLUTION PREVENTION MEASURES, Section 31 00 00 EARTHWORK, and Section 32 92 19 SEEDING. Payment will be made for costs associated with excavation and removal of existing material, grading ditch, furnishing, transporting and placing Jute Net and permanent seeding as specified and as shown in the contract drawings; including but not limited to disposal of excess and unsuitable excavated material. Price shall include all materials, labor, equipment, and supplies associated with the contract drawing.

SECTION 01 22 00.00 08 Page 6

1.1.8.2 Unit of Measure

Unit of measure: Job.

1.1.8.3 Payment Item (s)

0015 CHANNEL CONSTRUCTION

1.1.9 Repair Concrete Catchbasin

1.1.9.1 Payment

This work is specified in Section 32 11 23.00 08 AGGREGATE AND AGGREGATE BASE COURSES, and Section 03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE.

Payment will be made for costs associated with repair of one inlet, including but not limited to furnishing and placement of repair materials.

Price shall include all materials, labor, equipment, and supplies associated with the contract drawing.

1.1.9.2 Unit of Measure

Unit of measure: Job.

1.1.9.3 Payment Item (s)

0017 REPAIR CONCRETE CATCHBASIN

1.1.10 Clean Out of Existing Channel

1.1.10.1 Payment

This work is specified in 01 74 19.00 08 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT. Payment will be made for costs associated with removal of debris from existing channels as indicated in the contract drawings, including but not limited to hauling the material to a licensed landfill facility and payment of all associated dump fees. Price shall include all materials, labor, equipment, and supplies associated with the contract drawing.

1.1.10.2 Unit of Measure

Unit of measure: Job.

1.1.10.3 Payment Item (s)

0018 CLEAN OUT OF EXISTING CHANNEL

1.1.11 Pavement Markings

1.1.11.1 Payment

This work is specified in Section 32 17 23 PAVEMENT MARKINGS. Payment will be made for costs associated with surface preparation, protection and placement of pavement markings of width, color and locations indicated in the contract drawings, details and specifications. Price shall include all materials, labor, equipment, and supplies associated with this work.

SECTION 01 22 00.00 08 Page 7

1.1.11.2 Unit of Measure

Unit of measure: Job.

1.1.11.3 Payment Item (s)

0028 PAVEMENT MARKINGS

1.2 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.

1.2.1 Digital Progress Images

1.2.1.1 Payment

Payment shall constitute full compensation for all costs in connection with completing this item of work as specified in Section 01 32 33.00 08

DIGITAL PROGRESS IMAGES.

1.2.1.2 Measurement

Measurement shall be based on the number of completed sets of progress photographs that are approved and accepted by the Contracting Officer or designated representative.

1.2.1.3 Unit of Measure

Unit of measure: Sets.

1.2.1.4 Payment Items

0002 DIGITAL PROGRESS IMAGES

1.2.2 Removal and Disposal of Bituminous Pavement (6" Depth)

1.2.2.1 Payment

This work is specified in Section 01 74 19.00 08 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT and Section 31 00 00 EARTHWORK. Payment will be made for costs associated with removal and disposal of existing bituminous pavement as specified and as shown in the contract drawings with all materials, equipment, tools,labor, and other incidentals necessary to complete the work required to the depth specified in the contact drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.2.2 Measurement

Measurement for removal will be the actual area of removed material and accepted.

SECTION 01 22 00.00 08 Page 8

1.2.2.3 Unit of Measure

Unit of measure: square foot.

1.2.2.4 Payment Items

0006 REMOVAL AND DISPOSAL OF BITUMINOUS PAVEMENT (6" DEPTH)

1.2.3 Grout Existing Storm Drainage Structures and Piping

1.2.3.1 Payment

This work is specified in Section 01 74 19.00 08 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT, Section 02 41 00.00 08 DEMOLITION and Section 03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE. Payment will be made for costs associated with transporting and placing grout as specified and as indicated in the contract drawings; including but not limited to furnishing and placement of grout. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.3.2 Measurement

Measurement for payment will be made for the actual volume of grout placed within the limits and lines shown on the contract drawings.

1.2.3.3 Unit of Measure

Unit of measure: cubic yard.

1.2.3.4 Payment Items

0007 GROUT EXISTING STORM DRAINAGE STRUCTURES AND PIPING

1.2.4 Excavation and Placement with Off Site Disposal

1.2.4.1 Payment

This work is specified in Section 31 00 00 EARTHWORK. Payment will be made for costs associated with excavation, which includes performing required excavation and other operations incidental thereto, Contractor-furnished disposal area(s) and disposition of excess excavated material and unsuitable and frozen materials. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.4.2 Measurement

Measurement of quantities will be made for the actual volume of common excavation completed within the limits, lines and grades shown on the contract drawings. NO allowance will be made for overdepth excavation for the removal of any material outside the required lines unless authorized by the Contracting Officer or designated representative. 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 common excavation, or other method approved by the Contracting Officer or designated representative. The cross sections surveys shall be performed by the contractor at a maximum 50-foot interval over the length of disturbance, except within the retaining wall area, prior to and after excavation to determine the actual amount of material removed. Volume computations shall be performed by the Contractor, and

SECTION 01 22 00.00 08 Page 9 copies of all cross section data and computations shall be submitted to the Contracting Officer or designated representative within 48 hours following completion of the field cross sections.

1.2.4.3 Unit of Measure

Unit of measure: cubic yard.

1.2.4.4 Payment Item (s)

0008 LOWER LOT EXCAVATION

0009 LOWER LOT FILL PLACEMENT

0010 UPPER LOT FILL PLACEMENT

0011 FURNISH AND PLACEMENT OF TOPSOIL

1.2.5 Guiderail Installation

1.2.5.1 Payment

This work is specified in Section 02 41 00.00 08 DEMOLITION and Section 34 71 13.16 VEHICLE CRASH BARRIERS. Payment will be made for costs associated with furnishing and installing new guiderail in accordance with contract documents. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.5.2 Measurement

Measurement of guiderail will be made by the length of guiderail installed.

1.2.5.3 Unit of Measure

Unit of measure: linear foot.

1.2.5.4 Payment Item (s)

0016 GUIDERAIL INSTALLATION

1.2.6 Seeding and Mulching

1.2.6.1 Payment

This work is specified in Section 32 92 19 SEEDING. Seeding and mulching is associated with channel construction and permanent seeding for erosion and sediment control. Payment will be made for costs associated with permanent seeding and mulching in accordance with contract documents.

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

1.2.6.2 Measurement

Measurement of seeding and mulching will be made by the area of surface seeded.

1.2.6.3 Unit of Measure

Unit of measure: square foot.

SECTION 01 22 00.00 08 Page 10

1.2.6.4 Payment Item (s)

0019 SEEDING AND MULCHING

1.2.7 Removal and Installation of Swing Gate Assemblies

1.2.7.1 Payment

This work is specified in Section 02 41 00.00 08 DEMOLITION. Payment will be made for costs associated with removal and disposal of existing swing gate; including but not limited to hauling the material to a licensed landfill facility and payment of all associated dump fees. Payment will also include furnishing and installing new swing gate assemblies including but not limited to posts, recievers, and drop rods in accordance with contract documents. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.7.2 Measurement

Measurement of swing gates will be made by the number of swing gates removed or installed.

1.2.7.3 Unit of Measure

Unit of measure: each.

1.2.7.4 Payment Item (s)

0020 FURNISH AND INSTALL 30 FT. SWING GATE ASSEMBLY

0021 FURNISH AND INSTALL 15 FT. SWING GATE ASSEMBLY

0023 REMOVAL OF SWING GATE

1.2.8 Removal of Jersey Barriers

1.2.8.1 Payment

This work is specified in Section 02 41 00.00 08 DEMOLITION. Payment will be made for costs associated with removal and disposal of existing jersey barriers in accordance with contract documents; including but not limited to hauling the material to a licensed landfill facility and payment of all associated dump fees. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.8.2 Measurement

Measurement of jersey barriers will be made by the linear foot of jersey barriers removed.

1.2.8.3 Unit of Measure

Unit of measure: linear foot.

1.2.8.4 Payment Item (s)

0022 REMOVAL OF JERSEY BARRIERS

SECTION 01 22 00.00 08 Page 11

1.2.9 Geotextile

1.2.9.1 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.

1.2.9.2 Measurement

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

1.2.9.3 Unit of Measure

Unit of measure: sqaure foot.

1.2.9.4 Payment Item (s)

0024 GEOTEXTILE LOWER PARKING LOT

1.2.10 Furnish and Install Gravel Parking Lot

1.2.10.1 Payment

This work is specified in Section 32 11 23.00 08 AGGREGATE AND AGGREGATE BASE COURSES. 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.

1.2.10.2 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 or 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 base and top layers 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 designated representative within 48 hours following completion of the field cross sections.

1.2.10.3 Unit of Measure

Unit of measure: cubic yard.

1.2.10.4 Payment Item (s)

0025 FURNISH AND INSTALL GRAVEL PARKING LOT - PADOT 2A

0026 FURNISH AND INSTALL GRAVEL PARKING LOT - AASHTO #1

SECTION 01 22 00.00 08 Page 12

1.2.11 Installation of Concrete in Lower Parking Lot

1.2.11.1 Payment

This work is specified in Section 03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE. Payment will be made for all costs associated with providing materials to construct the slab as shown. Such price shall constitute full compensation for labor, material, equipment, and supplies, installation complete as shown. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.11.2 Measurement

Measurement of concrete installed will be made by concrete placed within the limits and lines shown on the contract drawings.

1.2.11.3 Unit of Measure

Unit of measure: cubic yard.

1.2.11.4 Payment Item (s)

0027 INSTALLATION OF CONCRETE IN LOWER PARKING LOT

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.

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 13

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 CONFERENCE

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 Regulations Supplement EP - Engineer Pamphlet FAR - Federal Acquisition Regulations 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 CONFERENCE

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. 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 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 Partnering Process and a list of key and optional personnel who should attend the 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 Resident Engineer 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 EXECUTION

2.1 GENERAL REQUIREMENTS

2.2 PROGRESS SCHEDULE - BAR CHART SCHEDULE

2.3 REQUESTS FOR TIME EXTENSIONS

2.3.1 Justification of Delay

2.3.2 Time Extension

2.3.3 Impact to Early Completion Schedule

2.4 FAILURE TO ACHIEVE PROGRESS

2.4.1 Artificially Improving Progress

2.4.2 Failure to Perform

2.4.3 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

Project Scheduler Qualifications; G, RO

Project Schedule; G, RO

Bar Chart Schedule; G, RO

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 EXECUTION

2.1 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 schedule shall be prepared in accordance with paragraph

PROGRESS SCHEDULE - BAR CHART.

2.2 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 or designed representative. Each activity shall include the applicable Price Schedule item number and show the estimated cost and show activity

SECTION 01 32 01.00 08 Page 2 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 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.

2.3 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.

2.3.1 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.

2.3.2 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.

2.3.3 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. The

SECTION 01 32 01.00 08 Page 3

Contractor must show that an early completion was achievable had it not been for the impact.

2.4 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.

2.4.1 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.

2.4.2 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.

2.4.3 Recovery Schedule

Should the Contracting Officer 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 32 33.00 08

DIGITAL PROGRESS IMAGES

PART 1 GENERAL

1.1 SCOPE

1.2 SUBMITTALS

1.3 GENERAL REQUIREMENTS

1.3.1 Description

1.3.2 Digital Photographs

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 EQUIPMENT

3.2 PHOTOGRAPHY

-- End of Section Table of Contents --

SECTION 01 32 33.00 08 Page 1

SECTION 01 32 33.00 08

DIGITAL PROGRESS IMAGES

PART 1 GENERAL

1.1 SCOPE

The work under this section includes furnishing digital photographs showing the progress of the fabrication and/or construction operations throughout the contract period.

1.2 SUBMITTALS

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

submittals not having an "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. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-11 Closeout Submittals

Thumbnail Hard Copy Prints of Progress Images; G, RO Glossy Prints of Selected Official Progress Images; G, RO Electronic Copy of Selected Official Progress Images; G, RO Electronic Copy of All Other Progress Images; G, RO

Copies of digital progress images in electronic form and hard copy form shall be submitted monthly for approval in accordance with paragraph PHOTOGRAPHY. Progress images shall be submitted in a timely manner as coordinated with the Contracting Officer or designated representative.

1.3 GENERAL REQUIREMENTS

1.3.1 Description

The Contractor shall, during the progress of the project (including progress of fabrication), furnish the Contracting Officer or designated representative progress photographs to depict progress of construction throughout the life of the contract. The photographs shall be taken using digital photography equipment furnished by the Contractor. Electronic copies of approved photographs shall be furnished on DVD or other storage media as approved by the Contracting Officer or designated representative.

1.3.2 Digital Photographs

Digital photographs shall comply with the requirements of paragraph PHOTOGRAPHY. The Contractor shall furnish, using Microsoft Word 2013 or later version, a file with each set of photographs which lists the following identifying information for each photographic image:

Name and location of project Contract number Date taken Contractor (and subcontractor, if applicable)

SECTION 01 32 33.00 08 Page 2

Orientation of view and brief description of work depicted

The filename of each photograph shall include the date the photograph was taken in the year-month-day format and each photograph shall be sequentially numbered. An example filename would be "2018-10-25-photo0001.jpg". The identifying data shall be placed in the document accompanying the photographs. The image of the photograph shall include the date stamp when the photograph was taken as part of the image. No identifying data, except the date stamp, shall appear on the photographs.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 EQUIPMENT

The Contractor shall be responsible for furnishing all photographic equipment to perform the work specified by this section. The camera shall have a CCD resolution no less than 14.0 million pixels per image which will provide enough detail to print an 8" by 10" high-resolution photograph. The camera shall produce images to be saved in one of the following graphic formats: JPG (Joint Photographic Experts Group), TIFF (Tagged Image File Format) or BMP (Windows Bitmap). Cell phone camera photographs shall not be accepted for digital progress photographs under this section.

3.2 PHOTOGRAPHY

The Contractor shall, during the progress of the work, furnish the Contracting Officer or designated representative digitally produced progress photographs to depict the progress of the work both on-site and off-site at fabrication facilities and/or construction sites. In coordination with the Contracting Officer or designated representative, one set of progress photographs per month shall be taken over the full duration of this contract, except photographs will not be required for periods when no work is in progress. Thumbnail Hard Copy Prints of Progress Images shall be submitted to the Contracting Officer or designated representative for approval between the first and fifth day of each month. The Contracting Officer's Representative will select from the thumbnail views, unless directed otherwise, at least 10 views to become official progress images. The selected official progress images shall be printed in color in 8" by 10" format, shall be identified on the back in accordance with paragraph Digital Photographs, and shall be submitted for approval. Glossy Prints of Selected Official Progress Images and Electronic Copy of Selected Official Progress Images shall be furnished within 10 calendar days of approval of the thumbnail images. Electronic copies shall be furnished on DVD with file of required photographic information. Electronic Copy of All Other Progress Images (including those not selected) shall be furnished on separate DVD with file of required photographic information with the selected official progress images. Digital photographs shall be taken continuously throughout each month in which work is in progress. Unless otherwise directed by the Contracting Officer or designated representative, photographs will not be required for periods of time in which work is not being performed.

Additional sets of photographs shall be taken as directed by the Contracting Officer or designated representative. Enough digital photographs shall be taken to adequately depict each phase of the work and shall show progress made during those phases and at the completion of the

SECTION 01 32 33.00 08 Page 3 project. Digital photographs shall show work accomplished since the previous photographs. Progress photographs shall be submitted as specified herein and in paragraph SUBMITTALS.

-- End of Section --

SECTION 01 32 33.00 08 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

1.1.2 Project Type

1.1.3 Submission of Submittals

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 (G)

1.4.2 For Information Only

1.5 PREPARATION

1.5.1 Transmittal Form

1.5.2 Identifying Submittals

1.5.3 Submittal Format

1.5.3.1 Format of SD-01 Preconstruction Submittals

1.5.3.2 Format for SD-02 Shop Drawings

1.5.3.2.1 Drawing Identification

1.5.3.3 Format of SD-03 Product Data

1.5.3.3.1 Product Information

1.5.3.3.2 Standards

1.5.3.3.3 Data Submission

1.5.3.4 Format of SD-04 Samples

1.5.3.4.1 Sample Characteristics

1.5.3.4.2 Sample Incorporation

1.5.3.4.3 Comparison Sample

1.5.3.5 Format of SD-05 Design Data

1.5.3.6 Format of SD-06 Test Reports

1.5.3.7 Format of SD-07 Certificates

1.5.3.8 Format of SD-08 Manufacturer's Instructions

1.5.3.8.1 Standards

1.5.3.9 Format of SD-09 Manufacturer's Field Reports

1.5.3.10 Format of SD-11 Closeout Submittals

1.5.4 Source Drawings for Shop Drawings

1.5.4.1 Source Drawings

1.5.4.2 Terms and Conditions

1.5.5 Electronic File Format

1.6 QUANTITY OF SUBMITTALS

1.7 INFORMATION ONLY SUBMITTALS

1.8 PROJECT SUBMITTAL REGISTER

1.8.1 Submittal Management

1.8.2 Preconstruction Use of Submittal Register

1.8.3 Contractor Use of Submittal Register

SECTION 01 33 00 Page 1

1.8.4 Approving Authority Use of Submittal Register

1.8.5 Action Codes

1.8.5.1 Contractor Action Codes

1.8.6 Delivery of Copies

1.9 VARIATIONS

1.9.1 Considering Variations

1.9.2 Proposing Variations

1.9.3 Warranting that Variations are Compatible

1.9.4 Review Schedule Extension

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

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 SUMMARY

1.1.1 Submittal Information

The Contracting Officer or designated representative may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

1.1.2 Project Type

1.1.3 Submission of Submittals

Schedule and provide submittals requiring Government approval before acquiring the material or equipment covered thereby.

All submittals shall be in English.

Section 00 70 00 CONDITIONS OF THE CONTRACT , FAR 52.236-5, MATERIAL AND WORKMANSHIP, paragraph (b) and FAR 52.236-21 Alt I, SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION Alternate I, paragraphs (d), (e), and (f) apply to all submittals.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Preconstruction Submittals

Submittals that are required prior to or at the start of construction (work) or the next major phase of the construction on a multiphase contract.

Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates Of Insurance

Surety Bonds

SECTION 01 33 00 Page 3

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Network Analysis Schedule (NAS) or Construction Progress Schedule

Submittal Register

Schedule Of Prices Or Earned Value Report

Accident Prevention 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.

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 standards ensuring work can be judged.