1615355_Spec_1of1_7-31-18.pdf

WORK ORDER NO. 1615355

INDEFINITE DELIVERY INDEFINITE QUANTITY

REGIONAL CONSTRUCTION MAINTENANCE CONTRACT

FOR

ASPHALT PAVING AND MINOR CONCRETE WORK

AT VARIOUS NAVAL FACILITIES THROUGHOUT THE

HAMPTON ROADS AREA, VIRGINIA

DESIGNED BY:

NAVFAC MID-ATLANTIC

9324 VIRGINIA AVENUE

Norfolk, VA 23511-3095

PREPARED BY:

Civil: Paul F. Vazquez, Date: July 31, 2018

APPROVED BY:

For Commander, NAVFAC MID-ATLANTIC:

ASPHALT PAVING IDIQ 444AB0

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 14 00.00 22 WORK RESTRICTIONS FOR NORFOLK NAVAL SHIPYARD (NNSY)

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 13.00 22 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 13.64 BITUMINOUS PAVEMENT LIQUID REJUVENATING

32 01 16.71 COLD MILLING ASPHALT PAVING

32 01 17.61 SEALING CRACKS IN ASPHALT PAVING

32 01 29.61 PARTIAL DEPTH PATCHING OF RIGID PAVING

32 11 23 AGGREGATE BASE COURSES

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR PERVIOUS PAVEMENT

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 12 30 STAMPED ASPHALT

32 12 36.13 ASPHALTIC SEAL AND FOG COATS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 13 43 PERVIOUS CONCRETE PAVING

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

PROJECT TABLE OF CONTENTS Page 1

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval.1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes providing services under a Regional Indefinite Delivery Indefinite Quantity Contract for various types of asphalt pavement, concrete work, pavement markings, and incidental work related to VDOT Road and Bridge Standards. Work may be ordered for industrial, commercial, and residential locations indicated within each task order. The Government contemplates that one Contract will be awarded for this solicitation. The Contract will be for all Federal Activities in the Tidewater Area. Each PWD Base location (6 total) will administer the work that they order.

The bid schedule contains the Annual aggregate estimated total of quantities for the contract. Furnish all labor, materials, equipment, tools, transportation, supervision, safety, surveys, scoping, layout work, general traffic control measures, engineering and management necessary to fulfill the requirements of this contract and each task order in a timely manner, with safety as a priority and quality work as the final product.

1.2.2 Location

The work may be ordered and administered by any of the five sites listed below, each site has a Facilities Engineering and Acquisition Division (FEAD) Contracting Officer that will order and administer the task order and inspect the work within their areas. Each site will process invoices for their orders. Work may also be ordered electronically by authorized agents through E-mail

a. Sewells Point Site: Naval Base Norfolk; Chambers Field, Norfolk, Virginia, with satellite locations within 50 miles of Naval Base Norfolk.

b. Little Creek-Fort Story Site: Joint Expeditionary Base Little Creek-Fort Story, Norfolk, Virginia, and satellite locations within 50 miles of Joint Expeditionary Base Little Creek-Fort Story.

c. Oceana Site: Naval Air Station Oceana, Virginia Beach, Virginia;

Fleet Training Center Dam Neck, Virginia Beach, Virginia; Fentress Airfield, Virginia Beach, Virginia, and satellite locations within 50 miles of Oceana Naval Air Station Oceana Site.

d. Portsmouth Site: Norfolk Naval Shipyard (NNSY), Portsmouth, Virginia; Portsmouth Naval Hospital, Portsmouth, Virginia; St. Juliens Creek, Portsmouth, Virginia; Northwest Naval Station, Chesapeake Virginia; Craney Island, Chesapeake, Virginia, and satellite locations

SECTION 01 11 00 Page 1 within 50 miles of Norfolk Naval Shipyard, Portsmouth, Virginia.

e. Peninsula Site: Naval Weapons Station Yorktown, Yorktown, Virginia; Cheatham Annex, Williamsburg, Virginia and satellite locations within 50 miles of Yorktown Naval Weapons Station.

1.2.2.1 Term of Contract

The contracts base year shall be for a period of 12 months commencing after Notice of Award. The Government has the option to extend the term of the contract for up to two additional years in accordance with FAR 52.217-9 "Option To Extend The Term of the Contract" (March 1998) referenced in Section I, with a total contract period not to exceed 5 years.

1.3 EXISTING WORK

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

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

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

1.4 ON-SITE PERMITS

1.4.1 Utility Outage Requests and Utility Connection Requests

Schedule work to minimize outages. For utility outages and connections required during the execution of work that affect existing systems, schedule outside the regular working hours or on weekends, as approved by the Contracting Officer. Schedule utility outages and connections to minimize disruptions tothe Government. No additional payment will be provided for utility outages and connections required to be performed outside the regular work hours.

Submit requests for utility outages and connections in writing to the Contracting Officer for approval at least 15 calendar days in advance of the time required. In each request, state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.4.2 Borrow, Excavation, Welding, and Burning Permits

ACTIVITY SUBMISSION DATE

Borrow Permits 15 calendar days prior to work

Excavation Permits 15 calendar days prior to work

Welding Permits 15 caledar days prior to work

Post permits at a conspicuous location in the construction area.

SECTION 01 11 00 Page 2

Burning of trash or rubbish is not permitted at project site

1.5 LOCATION OF UNDERGROUND UTILITIES

Where applicable, obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work. Contact Miss Utility 48 hours prior to excavating.

Contractor is responsible for marking all utilities not marked by Miss Utility.

1.6 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within 30 miles of the construction site.

Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

1.7 TASK ORDERS

A Task Order is a document (DD Form 1155) prepared by the Contracting Officer that is issued to the Contractor and unilaterally orders work to be performed. Task orders will be issued as necessary and may be amended.

The Contractor shall be responsible for receiving, processing and accomplishing work ordered on written Task Orders. Task orders may be faxed, or e-mailed to the contractor by the Contract Administrator of the issuing base. During electronic outages or other special conditions, the contractor will be required to pick up Task Orders daily from the Contract Administrator of the issuing base. Building locations of where to pick up task orders will be given to the contractor at the pre-construction meeting that will be held within 15 days after award of the contract.

1.8 TASK ORDER NUMBERING SYSTEM

Each base will issue, administer, and approve payment for work that they order. Each base will issue their work on a separate numbering system.

(Example: Base 1 will issue work on task orders 100 through 999, Base 2 will issue work on task orders 1000 through 1999). The numbering system that will be used for this contract will be established at the pre-construction meeting, or by such other means as shall be determined by

SECTION 01 11 00 Page 3 the Contracting Officer.

1.9 PRE-PRICE CONTRACT LINE ITEMS

The Government will use the prices awarded for contract line items in the base year and for each option year as they apply in the award, and only if the option is extended. The Government will order work for task orders by multiplying the unit of measurement for each line item times the contract price for that line item. Each line item used on a task order is totaled separately and then combined with other line items to establish an estimated cost for a task order. Final payment will be determined by calculating the total work measured in place times the unit price of each line item. The total of all line items completed per task order, measured in place, and accepted by the Government shall be sent to the administrating office that issued the task order for payment.

All work shall be measured in place (task completed).

Examples:

ELIN: Quantity:

A08001 2223 SYIN

A 100 Foot X 100 Foot parking lot of asphalt placed in 2 inch lift and rolled to required compaction, equals 2222.22 Square Yard Inches of material. (100x100=10,000 Square Feet, 10000/9=1111.11 Square Yards, 1111.11x2 inches thick, Equals 2222.22 Square Yard Inches

A18009 500 LF

500 Feet of 4 inch thermoplastic lane marking in place on pavement. (500 linear feet)

A02002 371 CY

370.37 Cubic Yards of material excavated from work area and

trucked to disposal area off base area graded level after excavation. 100 Foot X 100 Foot new parking lot area excavated 12 inches deep. (100 X 100 = 10,000 SF, 10,000 SF X 1 F = 10,000 cubic feet, 10,000 CF / 27 = 370.37 Cubic Yards)

The measurement shall be based on the compacted soil measurement before removal. Measurement shall not be based on number of truck loads hauled or on weight of material removed.

A11013 5 V/FT

Drain inlet installed back filled and connected to existing drain system.

The Government will only pay for work measured in place. Any and all waste will be figured into the contractor's line item prices.

Example: Asphalt that might arrive on site below required installation temperature. Partial truck load of aggregate delivered to site but not placed for job requirements, two trucks required to haul away excavated material due to wet condition at site to avoid over weight condition.

SECTION 01 11 00 Page 4

1.10 ACCEPTANCE

All production reports, test, or other documents ordered submitted throughout this contract will be on file as accepted or completed before invoices are approved for payment.

1.11 SYNOPSIS OF LINE ITEMS

1.11.1 SYNOPSIS OF LINE ITEMS

Each line item is governed by the total contract including technical guide references. This synopsis of line items reflects a brief description of various types of line items and further define items of work included in that line item. The synopsis, explanations and definitions listed do not relieve the Contractor of meeting all the requirements of this contract, and professional Industry Standards.

All debris shall be cleaned up and removed from the work site daily. A safety plan is required in all task orders and demolition plan is required on all task orders that require demolition work. The Safety plan shall be in accordance with US Army Corps of Engineers Safety and Health Requirements Manual EM 385 1-1 APPENDIX A. Erosion control and an erosion control plan are required for each task order and shall be included in the line item prices. Submittals must be received and approved before work can be ordered.

1.11.1.1 A01-DEMOLITION, REMOVAL, AND DISPOSAL

A01001 and A01002 - Saw cutting:

a. Saw cut to up to 4 inch depth per LF when ordered per task order. When cuts are not to full depth of the material, materials can be broken off at the bottom of the saw cut ordered. Where a depth of cut less than 4 inches is all that is required the contractor Will be paid as if a full 4 inch depth cut was made but the contractor will assume all risk of damage to material to remain in the event that they choose to use less than the entire 4 inch depth of cut. Where directed by the government to use less than full 4 inch depth cuts the Government will assume the risk of damage to material to remain in place.

b. Includes saw cutting by large machine, or by hand saw where large machines cannot reach, protection of surrounding property, dust containment, disposal of debris, water if needed where Government fixtures are not accessible, barricades, flagmen, and all safety related equipment to provide saw cutting.

c. A demo plan is required for each task order requiring saw cutting. A demo plan should show the who (operator or person in charge, persons contacted for scheduling, etc., what (equipment to be used, including safety equipment, when (dates, times, and room numbers etc.) and how the job will start and end including all safety precautions.

d. Where a depth of cut is required to be more than 4 inches in depth line item A01002 shall be ordered with line item A01001 to

SECTION 01 11 00 Page 5 extend the depth of cut to 12 inches in depth per LF. If the material to be cut is more than 4 inches in thickness but less than 12 inches in thickness the contractor will be paid the full bid price per foot for the cuts made.

A01003 THROUGH A01009 AND A01019 THROUGH A01022 - Portland and Asphalt Concrete Removal:

a. Break up and remove, by breaking into manageable pieces, plain or reinforced concrete (portland or asphalt). Load, haul and dispose of off of Government property. Includes protection of surrounding property, dust containment, disposal of debris, providing and placing barricades, flagmen, a demo plan, and all safety related equipment to provide concrete (portland or asphalt) removal.

b. In some cases the task may require the contractor to use jackhammers and buggy, or light and heavy equipment to break up and remove materials from areas where normal equipment cannot be operated such as alleyways, and between railroad tracks. Concrete may be plain or reinforced and will be ordered on separate line items.

c. Fabric found during the removal of Portland or asphalt concrete shall be removed as part of the work requirement at no additional cost to the Government.

d. The Government at it's sole option may choose to retain the removed material for current or future use. The government will notify the contractor prior to the beginning of removal work that it wishes to retain the material. If the Government decides to keep the removed material, The government may direct the contractor to:

1) Haul the material to any location on the base where the material is being removed and dump it at no additional cost to the Government.

2) Haul the material to any location off of the base where the removal is taking place and dump it.

If option 2 is used the Government will pay only a hauling charge for the movement of that material. That movement will be ordered on line item A27022 "Hauling and Dumping of Government owned material".

A01010 THROUGH A01018 - Sidewalk, Curbs, and Curb and Gutter Removal:

a. Break up and remove, by breaking into manageable pieces, sidewalks, curb, and curb and gutter. Load, haul and dispose of off of Government property. Includes protection of surrounding property, dust containment, disposal of debris, providing and placing barricades, flagmen, a demo plan, and all safety related equipment to provide sidewalk, curb, and curb and gutter removal.

b. Concrete shall be broken off at an expansion or mechanical joint or if an expansion or mechanical joint is not available the contractor may choose to saw cut and break the material, or saw cut through the entire thickness of the material for removal. The cost of saw cutting and breaking or saw cutting to full depth

SECTION 01 11 00 Page 6 shall be included in each of the above line item costs for removing the material.

c. The Government at it's sole option may choose to retain the removed material for current or future use. The government will notify the contractor prior to the beginning of removal work that it wishes to retain the material. If the Government decides to keep the removed material, the government may direct the contractor to:

1) Haul the material to any location on the base where the material is being removed and dump it at no additional cost to the Government.

2) Haul the material to any location off of the base where the removal is taking place and dump it.

If option 2 is used the Government will pay only a hauling charge for the movement of that material. That movement will be ordered on line item A27022 "Hauling and Dumping of Government owned material".

A01023 THROUGH A01025 - Milling of Asphalt:

a. Mill existing asphalt with Government approved milling machine (square yard per inch). Load milled materials into dump trucks, sweep with broom tractor, or by hand. Contain and recycle asphalt materials milled off of Government property. Remove and dispose of debris caused by milling off of Government property. Includes protection of surrounding property, dust containment, disposal of debris, providing and placing barricades, flagmen, a demo plan, and all safety related equipment to Mill existing asphalt.

b. The Government at it's sole option may choose to retain the removed material for current or future use. The government will notify the contractor prior to the beginning of removal work that it wishes to retain the material. If the Government decides to keep the removed material, the government may direct the contractor to:

1) Haul the material to any location on the base where the material is being removed and dump it at no additional cost to the Government.

2) Haul the material to any location off of the base where the removal is taking place and dump it.

If option 2 is used the Government will pay only a hauling charge for the movement of that material. That movement will be ordered on line item A27022 "Hauling and Dumping of Government owned material".

A01026 THROUGH A01028 - Removal of Existing Parking Control Bumpers and Standard Jersey Barricades:

a. Remove existing standard parking control blocks and pins, non-standard parking control bumpers such as poles, ties, tracks, logs, etc., and jersey barricades. The contractor may remove materials by machine or by hand. Remove, haul, dump, or recycle material off of Government property. Includes protection of

SECTION 01 11 00 Page 7 surrounding property, dust containment, disposal of debris, providing and placing barricades, flagmen, a demo plan, and all safety related equipment to remove existing standard parking control blocks and pins, non-standard parking control bumpers such as poles, ties, tracks, logs, etc., and jersey barricades.

b. The Government at it's sole option may choose to retain the removed material for current or future use. The government will notify the contractor prior to the beginning of removal work that it wishes to retain the material. If the Government decides to keep the removed material, the government may direct the contractor to:

1) Haul the material to any location on the base where the material is being removed and dump it at no additional cost to the Government.

2) Haul the material to any location off of the base where the removal is taking place and dump it.

If option 2 is used the Government will pay only a hauling charge for the movement of that material. That movement will be ordered on line item A27022 "Hauling and Dumping of Government owned material".

A01029 AND A01030 - Remove and Dispose of Guard Post and Traffic Signs:

a. Remove and dispose of existing guard post and traffic signs to include post and concrete embedment. Fill cavity with backfill to existing grades and seed. Dispose of materials off of Government property.

b. Includes protection of surrounding property, dust containment, disposal of debris, providing and placing barricades, flagmen, a demo plan, and all safety-related equipment.

A01031 - Remove and Reinstall Traffic Signs:

a. Remove traffic signs as shown on task orders. Includes post and concrete if applicable. Store signs until time to reinstall.

Includes excavating, concrete, and installation of sign with fasteners.

b. Includes protection of surrounding property, dust containment, disposal of debris, providing and placing providing and placing barricades, flagmen, a demo plan, and all safety-related equipment.

A01032 AND A01033 - Remove Existing Railroad Trackage and Crossties:

a. Remove and dispose of existing railroad trackage and cross-ties, embedded, or encapsulated (in concrete or asphalt) or non-embedded as ordered per line item on task orders. Concrete and asphalt removal will be ordered on separate line items.

b. Includes protection of surrounding property, dust containment, disposal of debris, providing and placing barricades, flagmen, a demo plan, and all safety-related equipment.

c. These line items may be used to order the removal cross-ties that have had the trackage removed at some time in the past and only the cross-ties remain.

SECTION 01 11 00 Page 8

A01034 THROUGH A01039 - Removal and Disposal of Existing Manholes, Basins, and Drainage Inlets:

a. Remove and disposal total or partial existing manholes, basins, and curb inlets as required per task order. Other work that may be required in conjunction with this work such as backfill, topsoil, and seed will be ordered on other line items.

b. Includes protection of surrounding property, dust containment, disposal of debris, providing and placing barricades, flagmen, a demo plan, and all safety-related equipment.

c. The Government at it's sole option may choose to retain the removed manholes, basins, or inlets for current or future use.

The government will notify the contractor prior to the beginning of removal work that it wishes to retain the manholes, basins, or inlets. If the Government decides to keep the removed manholes, basins, or inlets, The government may direct the contractor to:

1) Haul the manholes, basins, or inlets to any location on the base where the material is being removed and deliver it at no additional cost to the Government.

2) Haul the manholes, basins, or inlets to any location off of the base where the removal is taking place and deliver it.

If option 2 is used the Government will pay only a hauling charge for the movement of that material. That movement will be ordered on line item A27022 "Hauling and Dumping of Government owned material".

A01040 THROUGH A01042 - Removal of Existing Concrete and PVC Pipe:

a. Remove and dispose of various sizes of existing concrete (regular and reinforced), or PVC pipe. Other work requirements such as asphalt or concrete removal, or excavation will be ordered on other line items. The line items to remove and dispose of pipe is for removal from where the pipe is unearthed, or lies, to some form of transportation, to a disposal or recycle area off of Government property.

b. Includes protection of surrounding property, dust containment, disposal of debris, providing and placing barricades, flagmen, a demo plan, and all safety-related equipment.

1.11.1.2 A02-EARTHWORK

A02001 THROUGH A02003 - Excavating and Grading:

a. Excavate and grade to elevations and perimeters indicated on task orders, or already established by others. Compact to proper density, perform density test, and achieve drainage. Dispose of excavated materials off of Government property.

b. Hand excavate when equipment is not practical or access is restricted. With hand excavation, grade to elevations, compaction and disposal is also required.

SECTION 01 11 00 Page 9

c. Includes protection of surrounding property, dust containment, disposal of debris, providing and placing barricades, flagmen, a demo plan, and all safety-related equipment.

d. The Government at it's sole option may choose to retain the removed material for current or future use. The government will notify the contractor prior to the beginning of removal work that it wishes to retain the material. If the Government decides to keep the removed material, the government may direct the contractor to:

1) Haul the material to any location on the base where the material is being removed and dump it at no additional cost to the Government.

2) Haul the material to any location off of the base where the removal is taking place and dump it.

If option 2 is used the Government will pay only a hauling charge for the movement of that material. That movement will be ordered on line item A27022 "Hauling and Dumping of Government owned material".

A02004 THROUGH A02006 - Fine Aggregate (sand), Borrow, and Top Soil, Furnish and Apply in Place:

a. Furnish and apply fine aggregate (sand) and backfill/borrow in lifts. Compact to density percentage required, and to elevations shown on task orders if applicable. Includes delivery, placement, grading, compaction, and test.

b. Furnish and apply topsoil. Includes delivery, dumping, machine grading, and 10% hand grading.

c. Includes protection of surrounding property, dust containment, providing and placing barricades, flagmen, and all safety-related equipment.

1.11.1.3 A03-FABRICS (FURNISH AND INSTALL)

A03001 THROUGH A03007 - Fabrics:

a. Soil and pavement fabric includes fabric, placement, overlaps, folds, and repairs to fabric, measured from perimeter to perimeter. Liquid bituminous and it's placement is included with pavement fabric.

b. Silt fence fabric includes providing and installing fabric, and wooden post (min. pine 4" wide X 5' long before being driven into the ground), and staples or wire ties.

c. Stabilization blanket includes overlaps, stakes, staples or pins for anchoring of a length as recommended by the fabric manufacturer.

d. Safety fence (orange plastic) includes delivery, installation complete with fabric, post, and fasteners recommend by the fence manufacturer.

SECTION 01 11 00 Page 10

e. Inlet Protection Type I includes furnishing, installing, and maintaining wire, fabric, and stone at various types of inlets up to an area 4' x 4' x 1' high.

f. Inlet Protection Type II includes furnishing, installing, and maintaining bags made of specified fabric that is filled with stone and placed at, around, or over various types of inlets up to an area 4' x 4' x2" high.

g. Includes protection of surrounding property, dust containment, providing and placing barricades, flagmen, and all safety-related equipment.

1.11.1.4 A04-AGGREGATE BASE COURSE - A05-EXISTING AGGREGATE OR BASE COURSE

REWORK, RIPRAP, No. 57 AGGREGATE

A04001 THROUGH A05011 - Aggregate Base Course, etc.:

a. Aggregate or aggregate base course shall be furnished and applied to elevations shown, or to achieve drainage when elevations are not shown. Apply in maximum of 6" lifts unless otherwise directed by the Government and compact to the density percentage required. Protect work area so that new grade and fine aggregates are not lost. Provide density test and results.

b. Scalping existing aggregate includes scalping existing aggregate into stock pile, reapply to new grades compacted to required density. Herbicide and new aggregate may be ordered on separate line items if required.

c. Fine grade existing aggregate base to new or previous grade not to exceed 3 inches in depth and compact to required density.

New aggregate and herbicide may be ordered on other line items.

d. Rip Rap includes delivery, placing to grade, and testing.

e. VDOT No. 57 Open Graded Coarse Aggregate includes delivery, placement to grade, and compaction if applicable.

f. Includes protection of surrounding property, dust containment, providing and placing barricades, flagmen, and all safety-related equipment.

1.11.1.5 A06-SUPERPAVE LIQUID BITUMINOUS, A07-VDOT SUPERPAVE BITUMINOUS

BASE MIX, A08-VDOT SUPERPAVE BITUMINOUS SURFACE MIX, and A09-VDOT SUPERPAVE

BITUMINOUS INTERMEDIATE MIX

A06001 through A09005 - Bituminous:

a. Liquid bituminous is ordered as a prime or tack coat for new asphalt paving work. See VDOT manuals for rate of application and method. Liquid bituminous and placing is included with the installation of pavement fabric.

b. Crack sealing includes cleaning cracks, herbicide, sealant application and clean up.

SECTION 01 11 00 Page 11

c. Bituminous concrete (all VDOT mixes) includes providing, delivery, placement (80% machine, 20% hand) to grade on prepared surface, compaction, and test. Liquid bituminous prime or tack coat will be ordered on separate line items. Voids filled with bituminous concrete before paving is started are not considered pothole repair.

d. 100% handwork (all VDOT mixes) will be ordered when areas to be paved are not accessible to equipment normally used, or when the thickness of paving (Such as skim coating) is only feasible by 100% handwork. 100% handwork can also be used in conjunction with other line items for various types of permanent repairs. Handwork includes providing, delivery, placement, compaction, and test.

e. Includes protection of surrounding property, dust containment, barricades, flagmen, and all safety-related equipment.

1.11.1.6 STAMPED ASPHALT

A10001 - Stamped Asphalt:

a. Cleaning: Broom using mechanical brooming device, or stiff bristle hand broom. Scrape and blow fine sand and debris off of surface. Pressure washing may be necessary to remove bonded debris. Use a non-solvent based degreaser to remove stains. Spray degreaser on stained area . Using a stiff broom or brush, agitate the stained area to remove stain and rinse with water.

b. Repair damage asphalt: Damaged and cracked asphalt shall be repaired by heating damaged area until the asphalt cement is in a liquid state (ensuring asphalt does not exceed 375° F), turning over and mixing in new fresh asphalt if necessary to ensure repair is level with adjacent area.

c. Heat the pavement to optimal temperature and imprint the stamping template. Hand tooling might be used to achieve proper imprint depth in areas difficult to get at with the template.

Apply color pavement coating.

1.11.1.7 A11-MANHOLES AND DRAINAGE and A12-PVC PIPE

A11001 through A12008 - Concrete and PVC Pipe:

a. Concrete and PVC pipe includes providing, delivery, and installation of new pipe to elevations indicated on task orders.

Concrete pipe includes grout and gaskets at tie in or to other new pipes. PVC includes new gaskets at tie in or at other new pipes.

Excavation, bedding, backfill, etc. will be ordered on separate line items as needed, and is not part of the pipe requirement.

b. Tying in new concrete or PVC pipe of various sizes includes into existing brick structures or concrete/precast structures regular and reinforced includes knock out of structure, grout or gaskets as needed. Excavation, bedding, backfill, etc. will be ordered on other line items as required.

SECTION 01 11 00 Page 12

c. Plug existing abandoned pipe of various sizes with approved grout to an interior pipe depth of 12".

d. Includes protection of surrounding property, dust containment, barricades, flagmen, and all safety-related equipment.

e. Adjustment with metal riser rings include fabrication, and installation of rings to grade using existing cover, or grate, unless a new cover or grate is ordered on a separate line item.

Riser rings must meet VDOT standards as a minimum.

f. Adjustment with masonry includes removal of frame and cover, installing bricks and resetting frame and cover to new grades.

g. Adjust existing valve or meter box to new elevations by hand excavation or by approved ring.

h. Providing new masonry manhole or catch basin with frame and grate includes excavation and backfill, providing concrete base for constructing manhole, providing masonry and installing, and providing and installing new frame and cover to grade. providing tie in points for piping (concrete or PVC)

i. New valve and meter box includes excavation, and removal of existing valve or meter, providing new valve or meter, and installation of new valve or meter.

j. Pre-cast curb inlet with frame and cover includes providing new curb inlet with frame and cover, and installing same to existing or new elevations. Other that may be required will be ordered on separate line items.

k. Additional cost to provide pre-cast manhole or catch basin in lieu of masonry units. This line item will be ordered in conjunction with line items to provide masonry manhole or catch basins.

l. Includes protection of surrounding property, dust containment, barricades, flagmen, and all safety-related equipment.

m. Fixture Tag includes providing 12-gauge brass metal disk plate(s) at a minimum size of 2" in diameter with a pre-punched hole 1/8" in diameter. The number(s) furnished by the Government for each fixture shall stamped into each plate at a minimum height of 3/8". Each tag will be permanently fastened to its assigned fixture by using fasteners that are compatible with existing materials, and are non-corrosive. The number sequence may contain letters, numbers, or symbols.

1.11.1.8 A13, A14, A15, A16 and A17

A13001 THROUGH A17016 - A13-VDOT STANDARD CURB CG2 and 3, A143-VDOT STANDARD RADIAL CURB CG 2 and 3, A15-VDOT STANDARD CURB CG 6 and 7, A16-VDOT STANDARD RADIAL CURB CG 6 and 7, and A17-MISC. CONCRETE:

a. Concrete curb, curb and gutters, sidewalks, aprons, valley gutters, handicap aprons, and slabs poured and installed by various methods and machines include forms, concrete placement, SECTION 01 11 00 Page 13 curing, backfill, and fine grade of existing earth. Excavation, stone, expansion material, topsoil, and seed will be ordered on separate line items as needed.

b. Concrete of misc. types and shapes not mentioned above and poured using the chute method includes forms, concrete placement, curing, backfill, and fine grade of existing earth. Excavation, stone, expansion material, topsoil, and seed will be ordered on separate line items as needed.

c. Concrete of misc. types and shapes not mentioned above and poured using the hand buggy method includes forms, concrete placement, curing, backfill, and fine grade of existing earth.

Excavation, stone, expansion material, topsoil, and seed will be ordered on separate line items as needed.

d. Concrete of misc. types and shapes not mentioned above and poured using the hydraulic pumping method includes forms, concrete placement, curing, backfill, and fine grade of existing earth.

Excavation, stone, expansion material, topsoil, and seed will be ordered on separate line items as needed.

e. High early concrete is added as an additional cost to other concrete line items when they are used. High early shall increase concrete compressive strength to 3,000 psi within 7 days.

f. Minor edge repairs, surface spalls and crack repairs. Remove up to one-inch deep and hand patch to blend into existing with a high strength grout. Includes curing.

g. Vapor barrier includes material and installation, measured from perimeter to perimeter after required overlaps, repairs, or side laps have been made.

h. Welded wire fabric includes fabric, and installation, measured from perimeter to perimeter after required overlaps been made.

i. Deformed/straight rebar includes material, and installation as specified to include tying or welding as needed.

j. Dowels furnish and install. Includes drilling, prime, epoxy, and caps.

k. Expansion material shall be furnished and installed. Includes manufacturers recommended fasteners, when needed.

l. Joint sealing includes cleaning cracks, herbicide, vegetation removal, sealant application and cleanup.

m. Includes protection of surrounding property, dust containment, barricades, flagmen, and all safety-related equipment.

1.11.1.9 A18, A19, A20, A21, A22, A23, A24, A25, A26, and A27

A18001 THROUGH A270002- A18 Pavement Markings, A19 Crosswalks, A20 Hatched Lines, A21 Letters and Numbers Paint, A22 Letters and Numbers Thermoplastic, A23 Handicap Parking Symbols, A24 Paint Curbs, A25 Markers, A26 Traffic Signs, A27 Sign Posts:

SECTION 01 11 00 Page 14

a. All removal of markings Includes demo plans for approval, protection of surrounding property, dust containment, barricades flagmen, and all safety-related equipment.

b. Remove lead based paint and dispose at certified site, in certified container. Dump tickets shall be turned in to the Government Representative and reported on daily reports.

c. When the Government furnishes container, transports and disposes of materials, the contractor shall remove lead paint and dispose in furnished container. The Government will pick up and transport container to disposal site.

d. Thermoplastic striping shall be removed per manufacturer's directions.

e. Removal and disposal of pavement markings raised or recessed.

All removal of markings includes demo plans for approval, protection of surrounding property, dust containment, barricades flagmen, and all safety-related equipment.

f. Pavement markings (including curbs with various colors) installation includes work schedules, preparation, layout, materials, applications, cleanup, protection of surrounding property, dust containment, barricades flagmen, and all safety-related equipment. When glass beads are ordered the rate of application shall be a minimum of 7 pounds per 100 SF.

g. Tape type pavement markings shall is installed per manufacturer's recommendations based on type and conditions.

Handicap markings shall be 48" x 56".

h. Reflective markers includes materials, layout, prep, anchoring system, installation, cleanup, protection of surrounding property, dust containment, barricades, flagmen, and all safety-related equipment. Temporary markers include same as above and include removal when they are no longer needed. Recessed markers include same as regular markers and include recessing pavement for application.

i. Road signs include furnishing and installing aluminum signs, .080 gauge with various symbols, numbers, or lettering on face of sign. Install on existing post or new post ordered on other line items with approved anchors.

j. New post includes furnishing and installing new 2" Diameter post (Round or Square, two piece breakaway with pre-punched holes, at a maximum of 12 foot long. Includes excavation of earth to 3'deep x 12" wide, leveling, concrete, disposal or grading of excavated earth. Also includes cleanup, protection of surrounding property, dust containment, barricades, flagmen, and all safety-related equipment.

1.11.1.10 A28-MISCELLANEOUS

A28001 THROUGH A28030 - Miscellaneous:

SECTION 01 11 00 Page 15

a. Pothole patching includes cleaning loose debris, shoveling, hand raking, and rolling/tamping Type P paving up to 6" deep. The maximum repair will be 100 square foot per location. Several voids up to 100 square foot per void may be ordered repaired on the same task order as long as the total delivery order price reflects the contract minimum order. These repairs are considered temporary for up to one year where traffic will be able to move over the surface within one hour after repair is made. This line item will not be used when the Government has other designs that require saw cutting, excavations, etc. Includes cleanup, protection of surrounding property, dust containment, barricades flagmen, and all safety-related equipment.

b. Fine grading of existing topsoil includes delivery of soil dumped at the work site by others to elevations indicated.

Provide and apply seed to newly graded topsoil. Furnish and cover lightly with straw. Add seeding application when line items indicate that seeding is included with this work. Includes cleanup, protection of surrounding property, dust containment, barricades flagmen, and all safety-related equipment.

c. Herbicide application includes certification, materials, and application per manufacturer's instructions. Includes schedules, cleanup, and protection of surrounding property, containment, barricades flagmen, and all safety-related equipment.

d. Parking control bumpers to be removed and replaced include removal of bumpers and fasteners from area of work and reinstalling in original location after other work is complete.

Includes layout, schedules, cleanup, and protection of surrounding property, containment, barricades flagmen, and all safety-related equipment.

e. Parking control poles, ties, tracks, logs, jersey type, etc., remove from original location, store on site at safe location and protect from damage. Reinstall in original location after other work is completed, or when bumpers, poles, ties, tracks, logs, jersey's, etc. are ordered to be installed at other locations, furnish transportation and labor to do so. Includes layout, schedules, cleanup, and protection of surrounding property, containment, barricades flagmen, and all safety-related equipment.

f. Installation of Government furnished bumpers include layout, fasteners (pins) and installation of bumpers. The Government will deliver to a single location on site.

g. Bumpers, concrete, 6 foot long with pins. Furnish and install with pins. Includes layout, schedules, cleanup, and protection of surrounding property, containment, barricades flagmen, and all safety-related equipment.

h. Hand sweeping and cleaning railroad and crane track wheel flangeways in conjunction with paving, work includes sweeping, cleanup, and protection of surrounding property, containment, barricades flagmen, and all safety-related equipment.

i. Clean up of large areas includes removing and cleaning area of buildup and debris that has been created or left on site by

SECTION 01 11 00 Page 16 others. This includes but is not limited to existing paving with one inch or more sand, earth, or debris up to one foot deep.

Includes sweeping, cleanup, and protection of surrounding property, containment, barricades flagmen, and all safety-related equipment.

j. Cleaning of areas where normal mechanical applications can not be utilized includes cleaning, 100% handwork in conjunction with paving, or special striping work, cleanup, and protection of surrounding property, containment, barricades flagmen, and all safety-related equipment.

k. Installation of traffic loop includes sawcut, epoxy, and tie into hand hole (in existing Portland, and bituminous). Includes sweeping, cleanup, and protection of surrounding property, containment, barricades flagmen, and all safety-related equipment.

l. Furnishing and installing new guard post includes new post, excavation, concrete to 6" around perimeter of post to 3' deep, grading or disposal of excavated earth, prime and painting of post, cleanup, and protection of surrounding property, containment, barricades flagmen, and all safety-related equipment.

m. Hydroseeding includes mixing seed, fertilizer, cellulose fiber, and water to produce a slurry that is hydraulically sprayed.

1.11.1.11 A29 NON-PREPRICED WORK, MATERIAL, LABOR, AND COMMAND INTEREST

WORK

Non-Prepriced Work: Theses Line items cover, but are not limited to, the cost for labor, materials, and various types of equipment required to provide repair work, modifications, or new work in conjunction with other work ordered under the bid schedule. The Government shall provide the Contractor with a scope of work that is to be performed. After review the Contractor shall submit to the Contracting Officer either a Type I or Type II proposal (in some cases both) within five working days of the date of receiving the scope of work. Under a Type I proposal the Contractor shall develop labor, material, equipment, overhead and profit costs for task requested from current issues of any of the most current R.S. Means Facilities Estimating Guides. Under a Type II proposal if a required task is not found in the R. S. Means Facilities Guide, then the Contractor shall submit a minimum of two (2) written quotes (for direct cost only) from subcontractors / suppliers, and a breakdown of Contractors overhead and profit. The Contractor shall submit the following to the Contracting Officer, who may at his discretion, initiate negotiations for cost:

A29001 - Material:

All material required to complete the project shall be at bear cost only. The only mark up allowed to be added to material is delivery or shipping costs required for the contractor to receive the material.

A29002 - Labor:

This Line Item shall cover the total cost of labor per hour and shall include: All overhead, contractor profit, supervision, and on the job Material handling and ordering, preparation of cost

SECTION 01 11 00 Page 17 estimate, job preparation, travel, pre-expended bin materials and supplies, and incidental tools, field and home office overhead, clerical support, inspection, fees, taxes, licenses, bonds, permits, insurance, and in-scope and emergency repairs not covered under the existing line items. For this line item (LABOR) the person performing the work will be a journeyman mechanic that has the same qualifications and expertise as the mechanic working normal line item tasks. In many cases it will most likely be the same person. A single inclusive hourly rate is to be entered by the bidder for the hourly bid rate and multiplied by the Government estimate for the number of labor hours. The number of hours ordered per task shall be negotiated and shall become the firm fixed price, unless the scope of work changes.

A29003 - Command Interest:

In some cases of Command Interest where the request for work is of an urgent nature the contractor shall be paid an additional one time cost to respond within 48 hours from receiving a written or verbal request for work. The Contractor shall respond within 48 hours and shall work diligently until all work is completed. The Contractor shall be aware of the intent of this line item.

Payment is based solely on the timeliness and the diligent progress of the Contractor's performance. The Contractor must complete the project within the time negotiated or risk losing entire additional pay. When the delay is determined not to be caused by the contractor, the Government may consider payment.

Also liquidated damages assessment starts the day after the required completion date. When the Command Interest Line Item is used, the start up time is up to 48 hours. Additional time that is given on other none negotiated line items do not apply with Command Interest Work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 18

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Completed Special Access Determination (NAVSEA 5510/15); G

List of Contact Personnel; G

Personnel List

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Specific items of work to which this requirement applies include:

b. The facilities within the work vincinity will remain in operation during the entire construction period. The Contractor shall conduct his operations so as to cause the least possible interference with normal operations of the activity.

c. Permission to interrupt any Activity roads, railroads, and/or utility service shall be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

d. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. To minimize traffic congestion, delivery of materials shall be outside of peak traffic hours (6:30 to 8:00 a.m. and 3:30 to 5:00 p.m.) unless otherwise approved by the Contracting Officer.

Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

SECTION 01 14 00 Page 1

1.3.1.1…