3a._Technical_Exhibit_B_-_Specifications.pdf

Headquarters III Corps, Fort Hood Directorate of Public Works (DPW)

Technical Exhibit “C”

Facility Repairs Requirements Contract

SPECIFICATIONS

Contract No. W91151-17-D-XXXX

Directorate of Public Works Engineering Division

US Army, III Corps 4612 Engineer Dr.

Fort Hood, TX 76544

SPECIFICATIONS TABLE OF CONTENTS

DIVISION SECTION TITLE

GENERAL REQUIREMENTS

Scope of Work

Specifications Per Line Item

LINE ITEM TITLE

AS-BUILT DRAWINGS

SELECTIVE DEMOLITION

DEMOLITION OF JOINT SEALANTS

DEMOLITION OF INTERIOR DOORS

DEMOLITION OF EXTERIOR DOORS

DEMOLITION OF CARPET

DEMOLITION OF VCT/VINYL FLOORING

DEMOLITION OF VINYL/RUBBER WALL BASE

DEMOLITION OF CORNER GUARDS

DEMOLITION OF GYPSUM WALLBOARD

DEMOLITION OF ACOUSTICAL CEILING TILES

DEMOLITION OF ACOUSTICAL CEILING TILES AND GRID (COMPLETE)

DEMOLITION OF MISCELLANEOUS WALL MOUNTED EQUIPMENT (<18”x18”)

DEMOLITION OF MISCELLANEOUS WALL MOUNTED EQUIPMENT (>18”x18”)

DEMOLITION OF BORED LOCKSETS

DEMOLITION OF MORTISED LOCKSETS

DEMOLITION OF WINDOW BLINDS/SHADES

DEMOLITION OF WINDOW SCREENS

CONCRETE

SELF-LEVELING UNDERLAYMENT

MASONRY

HIGH PRESSURE WASHING OF BUILDING EXTERIOR – 1 STORY

HIGH PRESSURE WASHING OF BUILDING EXTERIOR – 2 STORY

METALS

PAINTING HANDRAILS

THERMAL AND MOISTURE PROTECTION

JOINT SEALANTS

REPLACEMENT OF WEATHERSTRIPPING AND DOOR SWEEPS (3’x7’ DOOR)

OPENINGS

SOLID CORE WOOD DOORS

INSULATED METAL DOORS

EXTERIOR METAL DOUBLE DOORS AND FRAMES

HOLLOW METAL FRAMES – 3’X7’

CIPHER LOCKSETS

KEYED LOCKSETS

NON-KEYED LOCKSETS

REPLACE SMALL FORMAT INTERCHANGEABLE CORE (REKEY)

REPLACE MORTISE HOUSING

WINDOW SCREENS

FINISHES

CARPET TILE

VCT

RESILIENT TILE AND LVT

TRANSITION STRIP (12’ EA)

VINYL WALL BASE (4”)

VINYL WALL BASE (6”)

RESILIENT STAIR TREAD

GYPSUM BOARD

PAINTING WALLS – INTERIOR

PAINTING WALLS – EXTERIOR

PAINTING DOORS – INTERIOR

PAINTING DOORS – EXTERIOR

PAINTING DOOR FRAMES – INTERIOR

PAINTING DOOR FRAMES – EXTERIOR

ACOUSTICAL CEILING TILES

ACOUSTICAL CEILINGS (COMPLETE)

SMALL WALL PATCHES (BELOW 4” DIA.)

PAINTING OF MISC. INTERIOR TRIM

VCT STRIPPING AND POLISHING

CARPET CLEANING

EQUIPMENT

MOVEMENT OF FURNITURE – ROLLING CHAIRS AND WHEELED EQUIP.

MOVEMENT OF FURNITURE – DESKS AND TABLES

MOVEMENT OF FURNITURE – BOOKCASES AND STORAGE CABINETS

REMOUNTING MISC. WALL MOUNTED EQUIPMENT

FURNISHINGS

COVER PLATES (1-GANG)

9”x9” ROOM SIGNAGE

HORIZONTAL METAL WINDOW BLINDS

VINYL WINDOW SHADES

ASBESTOS AND MOLD

INITIAL ASBESTOS, LEAD-BASED PAINT, MOLD BUILDING SURVEY

CONSTRUCTION / POST-CONSTRUCTION HAZMAT SAMPLE TESTING

MOLD FEE

ASBESTOS FEE

MOLD REMEDIATION

LEAD-BASED PAINT REMOVAL

REMOVE GYPSUM WALLBOARD WITH A.C.H., COMPLETE

REMOVE ASBESTOS FLOOR TILE

REMOVE CARPET GLUED WITH ASBESTOS CONTAMINATED MASTIC

REMOVE ASBESTOS CONTAMINATED SUSPENDED CEILINGS

REMOVE ASBESTOS CONTAINING GLAZING AND PUTTY

MISC.

-- END –-

UNPRICED LINE ITEMS

BOND (2.5% OF TOTAL)

SCOPE OF WORK

1. PROJECT NUMBER AND TITLE: Facilities Repairs Requirements Contract, Fort

Hood, Texas.

2. GENERAL INFORMATION:

DESCRIPTION OF WORK: THE CONTRACTOR shall provide all plant, supervision, labor, materials, equipment, supplies and transportation necessary to complete this scope of work. All work shall comply with all State, local and Federal laws and regulations, industry and construction codes and standards, manufacturer’s specifications and recommendations, and all contract special provisions, terms and conditions. The Contractor shall be responsible for obtaining all required licenses and permits to perform construction work on a Federal installation, be properly bonded and insured in accordance with FAR requirements.

The work consists of the following:

Repairing architectural features to the interior and/or exterior of buildings located on Fort Hood to include replacement of flooring, ceiling tiles, doors, door frames, painting of facilities, and cleaning of exterior facades at any location that is owned by the Fort Hood Reservation.

3. SPECIAL PROVISIONS

3.1 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

The Contractor shall commence work under this contract in accordance with the section entitled "ASSIGNMENT OF WORK" below. The Contractor shall prosecute the work diligently and complete all work by the date stated on the Task Order.

The time stated for completion shall include final cleanup of the premises.

Un-Priced Unit Items for Project Work

Un-Priced Unit Items for Project Work that are not covered by the contract shall be negotiated individually per task order. Un-priced items shall include: required after hours work, emergency work not otherwise addressed by the contract, and work items not addressed by the contract. The negotiated price to complete this work shall include payment for all labor, materials and equipment required to complete the work. This clause does not supersede Assignment of Work paragraph 4.2.5 Priority Task Order.

3.2 CONTRACTOR YARDS

a. A prime contractor requiring an area for storage of materials and equipment shall submit a request in writing to the Contracting Officer. A contractor yard will be issued only to the prime contractor. Subcontractors will not be issued a yard. The prime contractor shall be responsible for providing an area within the assigned contractor's yard to subcontractors requiring storage areas. The size and location of a contractor's yard will be determined based upon the type of contract and work to be performed.

b. The Contractor shall confine all operations, including storage materials, on Government premises to specific areas authorized or approved by the

Contracting Officer.

c. Building structures, fences, portable buildings, and utilities shall not be erected without prior approval from the Contracting Officer. Utility costs for contractor yards shall be paid by the Contractor at local prevailing rates. The Contractor shall sign a utility sales agreement with the utility sales officer at the Environmental Management Office, Building

4612. The Contractor shall provide and maintain utility meters for electricity and water usage in accordance with appropriate specifications.

d. All of the above erected items shall be removed at the completion of the contract. Final contract payment will not be made until the contract site is cleaned and returned to its original condition. If the prime contractor fails to return the site to its original condition, the Government will return the contractor's yard to its original condition and will withhold the cost for such work from final contract payment.

e. A legible sign containing the same information and appearance as the project sign shall be posted at the contractor's yard.

f. If the Contractor has additional valid contracts, as the prime contractor, with the Directorate of Public Works that require a yard, the original yard may be reassigned to the Contractor contingent upon the

Contracting Officer's approval and placement of a valid sign. Being a subcontractor on another contract does not authorize the reassignment of a yard.

g. The Contractor's yard shall be maintained in accordance with SECTION H:

ENVIRONMENTAL PROTECTION and the appropriate referenced FAR clauses.

Contractor yards will be periodically inspected by representatives from Post

Safety, Fire Protection Division, Environmental Management Office, and

Contracting Officer's Representative to ensure compliance with contract specifications. Contractors not maintaining yards in compliance with the contract specifications will be requested to vacate their assigned yard area.

h. Only materials and equipment used for DPW related contracts shall be stored at the contractor yard.

3.3 CLEANING UP

In addition to FAR 52.236-12, unless otherwise specified in the Technical

Provisions, the contractor shall perform a daily cleanup of the work site. The cleanup of the work site shall include, but not limited to, the removal of scrap (waste materials), spoils, debris, and salvage material that results from work on this project as well as general upkeep of the site to include mowing, trimming and weed control.

3.4 AIRFIELD SECURITY REQUIREMENT

Contractors performing work under this contract requiring access to either Hood

Army Air Field or Robert Gray Army Air Field must obtain access badges from the

COR prior to starting Site work. Security of these badges is the responsibility of the General Contractor; who will sign for the badges from the COR. No progress payments greater than 80% will be approved until all badges are returned to the COR.

3.5 PROGRESS OF WORK

In the event that active work involves more than one site, the contractor shall, on a daily basis, inform the COR or the Government inspector assigned to this contract of all work scheduled. Notification shall be made between 7:30

AM and 8:00 AM each work day. Contractor shall provide information by E-Mail.

In the event the work schedule changes during the day, the contractor shall notify the same Government officials stated above. Changes in the original work schedule shall be reported as applicable.

3.6 CONTRACTOR REQUIREMENTS

The Contractor shall provide proof of being in the business of commercial construction as a prime contractor for a minimum of 5 years performing building construction and/or renovation. Contractor's Project manager, Superintendent, and Quality Control Manager shall each have a minimum of 5 years of experience in building construction and/or renovation.

3.7 ADP SUPPORT REQUIREMENTS

Printed communications between the COR and Technical Inspection Staff at DPW can be digitized and primarily be transferred via the Internet. Digitized as-built drawings and backup information can be transferred via CDRW.

The contractor shall provide printer capability for both letter quality text and graphics with a minimum 300 dpi resolution. Capabilities must support all required reports, forms, diagrams as specified in the contract or as specified by the Contracting Officer. The Contractor is responsible for providing its own plotter for doing 3-size and larger plot requirements.

3.8 RECORD DRAWINGS AND TRANSFER OF PROPERTY RECORDS (UFC1-300-08AND DD 1354)

During the execution of each task order and to facilitate updating of record drawings, the Contractor shall maintain a detailed record (vector graphics files (CADD) at the job site of all changes and corrections from layouts shown on the provided drawings; or, as appropriate, the Contractor shall produce drawings of all work as completed. The Contractor will be required to complete a DD Form 1354 (Transfer and Acceptance of Military Real Property), and UFC1-

300-08.

The Contractor shall enter all such changes and corrections to the contract and/or record drawings promptly. Each sheet of the corrected set shall be stamped with the markings; “RECORD DRAWINGS AS BUILT.” At the time of beneficial occupancy of each structure or facility involved under this contract, and prior to final payment for task orders requiring as-built drawings, the Contractor shall provide an updated record drawing in electronic format on a compact disk or in an otherwise acceptable format prescribed by the

Government. The drawing will contain a current application name and conform to the version of Microstation 8 (.dgn format) using TriService CAD stand setup and schema modified for Ft Hood.

The Final as-built drawings shall be submitted within 10 working days of the date set for completion of each task order, and shall indicate, in addition to all changes and corrections, the actual location of all subsurface utility lines which were affected by or encountered during the work on the task order.

The as-built drawings shall show, by offset dimensions to two permanently fixed surface features, the end of each run and the location of each change in direction. Valves, splice boxes, material types, and similar appurtenances shall be located by dimensions along the utility run from a reference point.

The average depth below the surface of each run and type of material shall also be recorded. All information available about installed appurtenances shall be recorded and keyed to the installed location on the drawings. The final as-built and record drawings, and completed DD 1354 and UFC1-300-08 shall be submitted to the Contracting Officer/COR for review and approval.

If the Contractor fails to maintain the record drawings, DD 1354, and UFC1-300-

08 as required above, the Contracting Officer will consider that satisfactory progress has not been achieved for the period in question, thereby justifying retaining 10% ($500.00 Min) of any progress payments to be made until such drawings and completed forms are made current. LOCAL CLAUSE 52.000-4064 AS

BUILT DRAWINGS As-built drawings shall be submitted by the Contractor as specified in the Technical Provisions. The Contractor shall have 30 calendar days from the date of final inspection to provide complete final as-built drawings. A retainer fee in the amount of $500.00 or 1 percent of the contract cost, whichever is greater, shall be withheld from the Contractor until the final as-built drawings have been submitted by the Contractor and accepted by the Contracting Officer.

3.9 Specifications

The Specification Table of Contents lists all specifications under this contract. Each line item has detailed specifications for unit items as denoted in the index. All line items are assumed to include installation of the material specified.

4. ASSIGNMENT OF WORK

4.1 GENERAL

4.1.1 The intent of the assignment of work is to communicate to the

Contractor that his/her organization must be flexible to the intermittent quantity and dollar amount of task orders issued during the entire contract period.

4.1.2 It is imperative that the Contractor's organization have the capability to pursue the completion, as scheduled, of a minimum of $250 thousand of unaccomplished work at any given time.

4.1.3 When the Contracting Officer determines it necessary, the Government retains the right to set sequence and completion dates for any task order.

4.1.4 Subject to compliance with all contract clauses, the Contractor will be given the latitude to plan the sequencing of accomplishment for task orders that have been issued and that have not received start dates selected by the Government.

4.2 CONTRACT CLAUSES

4.2.1 The Government reserves the authority to place an upper limit, in the range of $250 thousand, on the amount of unaccomplished work that the

Contractor shall and must pursue at any given time. The intent is to afford the Government scheduling flexibility.

4.2.1.1 If the sum total of all active task orders is less than $150 thousand, the Contractor shall pursue the entire amount at that point in time, unless otherwise directed by the Contracting Officer.

4.2.2 At each Bi-weekly review the Contractor shall submit an updated work plan for approval of the Contracting Officer. The Government shall have 3 working days to approve or disapprove the Contractor’s work plan. The work plan shall consist of start dates for enough issued task orders to comply with 4.2.1 above. When the Contractor has received approval for his/her work plan the Government will not alter the start dates unless there is a noncompliance with 4.2.1 above.

4.2.2.1 Depending on the complexity of the project, as specified by the contracting representative, all task orders will have a preconstruction meeting with the project manager, contracting representative, prime contractor, and sub-contractors to discuss the project prior to the start of construction.

4.2.3 Start Dates that come due: Start dates are considered firm unless otherwise agreed to by the Contracting Officer.

4.2.4 Construction Delays that are caused by the Government: For task orders that the Government delays for 4 consecutive work days, the

Contractor may request a work stoppage. This request shall be made within

48 hours of the time the Contractor knew or should have known about the

Governments action which could cause a delay. This request is for the

Contractor’s convenience. The following procedure then goes into effect:

4.2.5 Priority Task Order: The Government retains the authority to require the Contractor to mobilize on any issued task order at any time. The following procedure then goes into effect:

4.2.5.1 The Contractor may select a task order that he has mobilized on and request a work stoppage. The dollar amount of unaccomplished work left on the task order for work stoppage must be reasonably close to the total sum of contract work required for the emergency work order. To achieve this equality might require work stoppage on more than one task order.

4.2.5.2 The procedure then becomes the same as 4.2.4 Construction Delays that are caused by the Government.

4.3 DEFINITIONS

4.3.1 Bi-weekly: Occurring once every two weeks.

4.3.2 Active Task Order: A task order that has been issued but not completed.

4.3.3 Task Order Issue Date: This is the date the task order is issued.

The issue date is not the same as the start date.

4.3.4 Start Date: The start date for each individual work order is established through the work plan that is submitted by the Contractor for approval at the bi-weekly review. The Contractor shall take into consideration the time frame required to obtain the digging permit which is

15 calendar days and approval of a traffic control plan which is 21 calendar days.

4.3.5 Priority: A priority is defined as a situation that might pose a threat to life or property. A priority is also defined as a situation that, if not pursued, will cause the Government great harm or impact the

Military’s mission to a degree that is not acceptable.

4.3.6 Performance Period: Each task order is assigned a performance period determined by the rates in the Table of Performance Periods.

4.3.7 Unaccomplished Contract Work: Belonging to task orders that have start dates that are in the past, the contract work that has not been accepted for payment.

4.3.8 Bi-weekly Review: The bi-weekly review will be held on the first

Wednesday of the contract period and thereafter on every other Wednesday.

The location of the bi-weekly review shall be determined by the Contracting

Officer Representative at a location on Fort Hood, Texas. The bi-weekly review accomplishes the following:

4.3.8.1 The dollar amount for unaccomplished contract work is determined.

4.3.8.2 The Contractor shall submit an updated work plan for approval of the Contracting Officer.

4.3.9 Contractor’s Work Plan: The Contractor's work plan that shall be submitted at each bi-weekly review consists of the following:

4.3.9.1 Using the dollar total of unaccomplished contract work as a basis, the start dates for the necessary number of issued task orders shall be requested for approval.

4.3.9.2 The Contractor will be given latitude to plan the sequencing of accomplishment for task orders that have been issued and that have not received start dates selected by the Government. The Contractor may select start dates for approval that fall any time within the contract period. When the Contractor has received approval for his/her work plan, the Government will not alter the start dates unless there is a noncompliance with 4.2.1 above or there is an emergency condition.

4.3.9.3 The Government reserves the right to select start dates for task orders that have been issued.

4.3.9.4 The Government shall have 3 working days to approve/disapprove the Contractor’s work plan.

4.4 PERFORMANCE PERIOD

4.4.1 Contractor’s proposal shall give a production rate (Quantity/Day) for each task order line item. Production periods for each line item shall be computed by multiplying the line item quantity by the production rate. Each task order shall have a performance period calculated by summing each task order line item production period. No individual task order will exceed 180 calendar days to complete.

4.4.2 If necessary, upon accepting a task order, contractor shall obtain a digging permit from the Government (up to 30 days). This period is included in the 180 calendar day limitation.

---END OF SCOPE OF WORK---

SECTION A

7 Aug 12

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK TO BE PERFORMED

The work to be performed consists of all plant, labor, equipment, supervision, and materials to complete the assigned task orders in strict accordance with the plans and specifications for the contract period.

1.2 LOCATION OF WORK

The work shall be located at Fort Hood Texas. The exact location will be shown on each task order.

1.3 Project Description

This work consists of the contractor providing all plant, supervision, labor, materials, equipment, supplies and transportation necessary for the following principal features associated architectural repairs, renovations, and improvements in accordance with the specifications, plans and Task order information. All work shall comply with all State, local and Federal laws and regulations, industry and construction codes and standards, manufacturer's specifications and recommendations, and all contract special provisions, terms and conditions. The

Contractor shall be responsible for obtaining all required licenses and permits to perform construction work on a Federal installation, be properly bonded and insured in accordance with FAR requirements furnishing all plant, labor, equipment. Upon completion of a Task Order the contractor shall turn in as built drawings for the Task Order completed.

1.3.1 Project Duration

Contract performance period, defined as date of contract award to completion of all contractual obligations.

1.4 WORK REQUIREMENTS

1.4.1.1 Closure of Parking Areas

Parking areas may be closed to traffic for the minimum time required for construction, as directed by the Contracting Officer or his Representative.

Efforts shall be made to divide large parking areas into two or more work areas to allow parking use in one of the areas.

1.4.1.2 Parking Lot Entrances and Exits

Parking lot entrances and exits that must be closed to accomplish the work shall be closed with the use of barricades. The barricades shall comply with the Manual of

Uniform Traffic Control Devices for Streets and Highways from the U.S. Department of Transportation. The barricades shall be spaced such that vehicle traffic cannot pass between the barricades.

1.4.2 Occupied Buildings

Limited access for the building's occupants shall be maintained to occupied buildings within the work area. The Contractor shall coordinate work with the

Contracting Officer or his Representative to insure adequate provisions are made for personnel vehicular access for loading or unloading, if required by the user.

1.4.3 PAVEMENT DROP-OFFS ADJACENT TO EXISTING TRAVELED WAY

1.4.3.1 General

A drop-off is defined as a vertical edge 2-inches or more, immediately adjacent to the existing traveled way, that has been created by the construction operation.

The time period that drop-offs exist adjacent to the existing traveled way shall be kept to a minimum.

1.5 MATERIALS REJECTED FOR NON-COMPLIANCE

Materials which are rejected by the Government as being unsuitable shall be removed from Government Property immediately.

1.6 ORDERING WORK UNDER THIS CONTRACT

Work shall be ordered under this Contract when, in the judgment of the Contracting

Officer, Government forces are not available to accomplish the work or the work is not included as an integral part of the work to be performed under another

Government Contract.

1.7 REMOVAL, STORAGE, AND RESETTING OF FURNITURE

The removal, storage, and resetting of furniture reimbursable work item may be used to perform unforeseen furniture moving and/or storage that may be required in interior renovation projects. These work items are considered incidental and their nature and quantities are unknown. They are included in the Bidding Schedule to reimburse the Contractor for labor, material, and equipment costs including all overhead and profit required by the Contractor to perform this work.

1.7.1 Work Authorization

Work under this section will be ordered by Task Orders or Modifications thereto, with ceilings established by the Government. Task Order quantities for contract items shall be field verified by the Contractor prior to the construction. Field notes and computations shall be submitted, as directed by the Contracting Officer

Representative.

1.7.2 Completion

Upon completion of work and acceptance by the Contracting Officer the Contractor shall submit to the Contracting Officer a payment request (format provided by

Contracting Officer), supported by documentation required by FAR 52.232-7,Payments

Under Time and Materials and Labor-Hour Contracts.

-- END OF SECTION –-

SECTION 0100

7 Aug 12

AS-BUILT DRAWINGS

PART 1 GENERAL

1 SUMMARY

This Section covers the following line items:

Line Item: 0100 As-Built Drawings

Description: This item shall govern for the preparation and submittal of record drawings.

The unit of measure recording drawings shall be for each project. Drawings are to include surveyed information with elevations, angles, and distances.

Surveying calculations should be stamped by a registered surveyor. Payment shall be at the contract unit price per each per project for recording drawings.

5900.1 RECORD DRAWINGS

Record drawings shall be a record of the construction as installed and completed by the Contractor. They include all the information reflected on the delivery order scope of work and a record of all deviations, modifications, or changes from the scopes of work, however minor, which were incorporated in the work; all additional work not reflected in the scope of work; and all changes which are made after final inspection of the delivery order work. The location and size of all uncharted existing utilities encountered, shall be included when specifically requested by the COR. In event the Contractor accomplishes additional work which changes the as-built conditions of the work after submission of the record drawings, the Contractor shall furnish revised and/or additional drawings, both hard copies and CADD files as required to depict as-built conditions. The requirements for these additional drawings will be the same as for the record drawings included in the original submission.

CADD files shall conform to the CADD requirements of the Fort Hood CADD

System and shall be demonstrated to work on the designated Government computer systems. CADD files shall be error and virus free.

5900.1.2 Submittal of Working Drawings

A copy of the working drawings which the Contractor has produced from the delivery order scope of work, shall be furnished to the Contracting Officer's representative prior to start of work on each delivery order. The working drawings shall be generated from the Fort Hood CADD System. The CADD files will be provided to the Contractor in Bentley Microstation Format. The working drawings shall be in enough detail to show the extent of the work required by the delivery order and shall show the following information, but not be limited thereto:

a. The location and description of any utility lines or other installation of any kind or description known to exist within the construction area. The location of known exterior utilities shall be shown by actual measured horizontal distances from utilities to permanent facilities or features. These measurements shall be shown at sufficient points to permit easy location of utilities for future maintenance purposes. Measurements shall be shown for all change of direction points and all surface or underground components such as valves, manholes, drop inlets, cleanouts, meter, etc. The general depth range of each underground utility line shall be indicated. The description of exterior utilities includes the actual quantity, size, and material of utility lines.

b. Proposed grade or alignment of roads, structures or utilities.

c. Proposed elevations to the nearest tenth of a foot using a working bench mark as a basis.

d. The topography and grades of all drainage features to be installed or affected as a part of the project construction.

5900.1.3 Submittals of Preliminary Record Drawings

For each delivery order, the Contractor shall, within 30 days after the final acceptance inspection, produce from the working drawings two sets of blue line or black line prints to show all requirements of the scope of work, all changes from the scope of work which are made in the work or additional information which might be uncovered in the course of construction, including uncharted utilities, shall be accurately and neatly recorded as they occur by means of details and notes. All changes and/or required additions to the preliminary record drawings shall be clearly identified in a color contrasting to the blue or black line drawings and which is compatible with reproduction of the preliminary record drawing. Blue or black line prints shall be full size, 22" by 34" image on 24" by 36" sheet. Drawings shall be produced at a scale acceptable to the Contracting Officer. All blue or black line prints shall exhibit good readable print with clear, sharp, dark lines, and shall not be smeared, faded, double imaged, or have torn or ragged edges. The blue or black line drawings will be jointly inspected for accuracy and completeness by the Contracting Officer's representative and the assigned representative of the Contractor's Quality Control Organization prior to submission. If upon review, the drawings are found to contain errors and/or omissions, they will be returned to the Contractor for corrections.

Failure of the Contractor to make timely delivery of the preliminary record drawings on any or all items of work will be cause for the

Government to delay substantial completion and to assess liquidated damages in accordance with the terms and conditions of the contract. The record drawings shall show the following information, but not be limited thereto:

a. The location and description of any utility lines or other installation of any kind or description known to or found to exist within the construction area. The location of exterior utilities includes actual measured horizontal distances from utilities to permanent facilities/ features. These measurements shall be shown at sufficient points to permit easy location of utilities for future maintenance purposes. Measurements shall be shown for all change of direction points and all surface or underground components such as valves, manholes, drop inlets, cleanouts, meter, etc. The general depth range of each underground utility line shall be indicated. The description of exterior utilities includes the actual quantity, size, and material of utility lines.

b. Correct grade or alignment of roads, structures or utilities if any changes were made from delivery order working drawings.

c. Correct elevations if changes were made in site grading.

d. Changes in details of design or additional information obtained from working drawings prepared by the Contractor including but not limited to fabrication, erection, installation plans and placing details, pipe sizes, insulation material, dimensions of equipment foundations, etc.

f. The topography and grades of all drainage installed or affected as a part of the project construction.

5900.1.4 Final Record Drawings

Upon approval of the preliminary record drawings, the contractor will modify the original drawings as may be necessary to correctly show all the features of the project as it was constructed by bringing the contract set into agreement with the preliminary record drawings, including adding additional drawings as may be necessary. The original drawings are part of the permanent records of this project and the

Contractor shall be responsible for the protection and safety thereof until returned to the Contracting Officer. Drawings, or CADD files damaged or lost by the Contractor shall be satisfactorily replaced by the Contractor at the Contractor's expense.

5800.1.4.1 Verifying the Accuracy of Measurement and Location of Site

Location in reference to the Fort Hood Data Base

The accuracy of the final record drawing shall be verifiable. There are two types of project site locations that are distinguished by their proximity to permanent facilities. One type of a project site location is in a location that is in eye contact with existing permanent facilities.

The other type of project site location is in a remote area without eye contact with existing permanent facilities. The following procedures shall be engaged such that accuracy of work and verification of site locations are verifiable.

5900.1.4.1.1 Project Site Locations near Existing Permanent Facilities

Place a #3 bar, 6-inches in length, painted orange, flush with the ground at the perimeter of the work zone in a location that will not be disturbed.

Employing a Electronic Distance Meter, reference this point by angel and distance to three building corners that are more than 90 degrees apart.

Also, reference from the same reference point a minimum of ten distinct construction elements by distinctive points. A few examples are: north-east corner of headwall, back of curb, start of radius of curb return, center of cleanout, center of manhole, etc.

5900.1.4.1.2 Project Site Locations in Remote Area not in eye contact with Existing Permanent Facilities

In this situation start at the nearest hard surfaced road that is identifiable on the Fort Hood Data Base. Place two #3 bar, 6-inches in length, painted orange flush with the ground, 100 feet apart at a location that will not be disturbed. At each of these points place cross-ties to aide with relocating the points. Employing a Electronic Distance Meter create a coordinate route to the project site location. At each turn in the coordinate route place a #3 bar painted orange flush with the ground at a location that will not be disturbed. Upon reaching the site location record the angle and distance to a minimum of ten distinct construction elements.

5900.1.4.2 Drafting

Only personnel proficient in the preparation of engineering drawings shall be employed to prepare contract drawings and additional new drawings. All additions and corrections to the contract drawings shall be neat, clean, and legible and shall match the adjacent existing line work and/or lettering being annotated in type, density, size, and style.

All drawings, modifications and new drawings shall conform to applicable requirements of the Southwestern Division Architectural and Engineering

Instruction Manual available from the DPW-Master Planning Office. The

Contracting Officer will review all record drawings for accuracy and conformance to the above specified drafting and standards. The

Contractor will make all corrections, changes, additions, and deletions required to meet these standards.

5900.1.4.3 Title Blocks and Border Sheets

The title block and border sheet format to be used for any record drawings shall be as provided by the Government.

5900.1.5 Final Revisions

5900.1.5.1 Title Block Additions

When final revisions have been completed, place the words "REVISED AS-

BUILT DRAWING," in letters at least 3/16 inch high, and the date of completion in the revision block above the latest existing revision notation on each drawing CADD file. The contractor shall procure from the Government the applicable Drawing Management Index (DMI) numbers and place these numbers in the appropriate block of the title block. Also, drawings shall use the DMI# as the file name.

5900.1.5.2 Copies of the Final Record Drawings

Blue line or black line prints shall be full size sheet; 22" by 34" image on 24" by 36" sheet. All blue or black line prints shall exhibit good readable print with clear, sharp, dark lines, and shall not be smeared, faded, double imaged, or have torn or ragged edges.

5900.1.6 CADD Files

5900.1.6.1 Standards

The Contractor shall incorporate all information from the final record drawings into CADD files that conform to the CADD requirements of the

Fort Hood CADD System and shall be demonstrated to work on the designated Government computer systems. CADD files shall be error and virus free. CADD files shall be provided on either compact disks (CD) or 3-1/2 inch diskettes.

5900.1.6.2 Drafting Qualifications

Only personnel proficient in the preparation of engineering drawings and

CADD shall be employed to prepare contract drawings, additional new drawings, and the CADD files. Furnish for approval the qualifications and experience of the personnel, and types of equipment and software, to be used for this work. Modification of CADD files will not proceed until the resulting CADD files have been acceptably demonstrated to work on

Fort Hood DPW CADD systems. CADD files shall conform to the Fort Worth

District CADD Operating Procedures Manual available from the DPW-P&P

Office. The Contracting Officer will review all CADD files for accuracy and conformance to the above specified drafting and standards.

5900.2 Measurement.

This item will be measured by the individual set of sheets required for the final approved record drawings.

5900.3 Payment.

The work performed and materials furnished in accordance with this item and measured as provided under “Measurement” will be paid for at the unit price bid for “Record Drawings”. This price shall be full compensation for all work necessary in the preparation of final record drawings to include all necessary survey and data gathering, drafting and CADD file preparation.

5900.4 Bid Item. The bid item will be: Record Drawings

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 0200

DEMOLITION OF JOINT SEALANTS

0200.1 SUMMARY

Line Item: 0200 DEMOLITION OF JOINT SEALANTS

0200.2 Description: This item shall include all labor and supplies necessary for the demolition and removal of all joint sealants, horizontal and vertical.

0200.3 References: NOT USED

0200.4 MEASUREMENT AND PAYMENT

0200.4.1 Line Item: 0200 DEMOLITION OF JOINT SEALANTS

The unit of measure for demolition of joint sealants shall be per linear foot of joint sealant removed. Payment shall be at the contract unit price per linear foot of joint sealant removed.

SECTION 0300

DEMOLITION OF INTERIOR DOORS

0300.1 SUMMARY

Line Item: 0300 DEMOLITION OF INTERIOR DOORS

0300.2 Description: This item shall include all labor and supplies necessary for the demolition and removal of all interior doors, complete with attached hardware. This line item does not include the demoltion of door frames.

0300.3 References: NOT USED

0300.4 MEASUREMENT AND PAYMENT

0300.4.1 Line Item: 0300 DEMOLITION OF INTERIOR DOORS

The unit of measure for demolition of interior doors shall be by each interior door. Payment shall be at the contract unit price per removal of each interior door.

SECTION 0400

DEMOLITION OF EXTERIOR DOORS

0400.1 SUMMARY

Line Item: 0400 DEMOLITION OF EXTERIOR DOORS

0400.2 Description: This item shall include all labor and supplies necessary for the demolition and removal of all exterior doors, complete with attached hardware. This line item does not include the demoltion of door frames.

0400.3 References: NOT USED

0400.4 MEASUREMENT AND PAYMENT

0400.4.1 Line Item: 0400 DEMOLITION OF EXTERIOR DOORS

The unit of measure for demolition of exterior doors shall be by each interior door. Payment shall be at the contract unit price per removal of each exterior door.

SECTION 0500

DEMOLITION OF CARPET

0500.1 SUMMARY

Line Item: 0500 DEMOLITION OF CARPET

0500.2 Description: This item shall include all labor and supplies necessary for the demolition and removal of all carpet, tile and broadloom, as well as all existing adhesives.

0500.3 References: NOT USED

0500.4 MEASUREMENT AND PAYMENT

0500.4.1 Line Item: 0500 DEMOLITION OF CARPET

The unit of measure for demolition of carpet shall be per square foot of carpet demolished. Payment shall be at the contract unit price per square foot of carpet removed.

SECTION 0600

DEMOLITION OF VCT/VINYL FLOORING

0600.1 SUMMARY

Line Item: 0600 DEMOLITION OF VCT/VINYL FLOORING

0600.2 Description: This item shall include all labor and supplies necessary for the demolition and removal of all vct/vinyl type flooring, in the forms of tile and/or sheet, as well as all existing adhesives.

0600.3 References: NOT USED

0600.4 MEASUREMENT AND PAYMENT

0600.4.1 Line Item: 0600 DEMOLITION OF VCT/VINYL FLOORING

The unit of measure for demolition of VCT/Vinyl flooring shall be per square foot of vct/vinyl flooring demolished. Payment shall be at the contract unit price per square foot of vct/vinyl flooring removed.

SECTION 0700

DEMOLITION OF VINYL/RUBBER WALL BASE

0700.1 SUMMARY

Line Item: 0700 DEMOLITION OF VINYL/RUBBER WALL BASE

0700.2 Description: This item shall include all labor and supplies necessary for the demolition and removal of all vinyl/rubber wall base material as well as all existing adhesives.

0700.3 References: NOT USED

0700.4 MEASUREMENT AND PAYMENT

0700.4.1 Line Item: 0700 DEMOLITION OF VINYL/RUBBER WALL BASE

The unit of measure for demolition of vinyl/rubber wall base shall be per linear foot of vinyl/rubber wall base material demolished.

Payment shall be at the contract unit price per linear foot of vinyl/rubber wall base removed.

SECTION 0800

DEMOLITION OF CORNER GUARDS

0800.1 SUMMARY

Line Item: 0800 DEMOLITION OF CORNER GUARDS

0800.2 Description: This item shall include all labor and supplies necessary for the demolition and removal of all corner guards, along with mechanical/adhesive fastners.

0800.3 References: NOT USED

0800.4 MEASUREMENT AND PAYMENT

0800.4.1 Line Item: 0800 DEMOLITION OF CORNER GUARDS

The unit of measure for demolition of corner guards shall be per linear feet of corner guard demolished. Payment shall be at the contract unit price per linear feet of corner guard removed.

SECTION 0900

DEMOLITION OF GYPSUM WALLBOARD

0900.1 SUMMARY

Line Item: 0900 DEMOLITION OF GYPSUM WALLBOARD

0900.2 Description: This item shall include all labor and supplies necessary for the demolition and removal of all gypsum wallboard.

0900.3 References: NOT USED

0900.4 MEASUREMENT AND PAYMENT

0900.4.1 Line Item: 0900 DEMOLITION OF GYPSUM WALLBOARD

The unit of measure for demolition of gypsum wallboard shall be per square foot of gypsum wallboard demolished. Payment shall be at the contract unit price per square foot of gypsum wallboard removed.

SECTION 1000

DEMOLITION OF ACOUSTICAL CEILING TILES

1000.1 SUMMARY

Line Item: 1000 DEMOLITION OF ACOUSTICAL CEILING TILES

1000.2 Description: This item shall include all labor and supplies necessary for the demolition and removal of acoustical ceiling tiles.

This does not include the cost for demolition/removal of any suspension grid.

1000.3 References: NOT USED

1000.4 MEASUREMENT AND PAYMENT

1000.4.1 Line Item: 1000 DEMOLITION OF ACOUSTICAL CEILING TILES

The unit of measure for demolition of acoustical ceiling tiles shall be per each acoustical ceiling tile demolished. Payment shall be at the contract unit price per each acoustical ceiling tile removed.

SECTION 1100

DEMOLITION OF ACOUSTICAL CEILING TILES AND GRID (COMPLETE)

1100.1 SUMMARY

Line Item: 1100 DEMOLITION OF ACOUSTICAL CEILING TILES

1100.2 Description: This item shall include all labor and supplies necessary for the demolition and removal of acoustical ceiling tiles and associated suspension system, including hangars.

1100.3 References: NOT USED

1100.4 MEASUREMENT AND PAYMENT

1100.4.1 Line Item: 1100 DEMOLITION OF ACOUSTICAL CEILING TILES AND GRID

(COMPLETE)

The unit of measure for demolition of acoustical ceiling tiles shall be per square feet of acoustical ceiling tile and grid demolished.

Payment shall be at the contract unit price per square feet of acoustical ceiling tile and grid removed.

SECTION 1200

DEMOLITION OF MISCELLANEOUS WALL MOUNTED EQUIPMENT (<18”X18”)

1200.1 SUMMARY

Line Item: 1200 DEMOLITION OF MISCELLANEOUS WALL MOUNTED EQUIPMENT

1200.2 Description: This item shall include all labor and supplies necessary for the demolition and removal of equipment weighing up to

50lbs and measuring below around 18”x18” that has been mounted on/within walls. This includes the removal of either adhesive or mounting hardware from the wall. This line item does not include patching the wall.

1200.3 References: NOT USED

1200.4 MEASUREMENT AND PAYMENT

1200.4.1 Line Item: 1200 DEMOLITION OF MISCELLANEOUS WALL MOUNTED

EQUIPMENT (<18”x18”)

The unit of measure for demolition of miscellaneous wall mounted equipment shall be per each individual miscellaneous wall mounted equipment demolished. Payment shall be at the contract unit price per each of miscellaneous wall mounted equipment removed.

SECTION 1300

DEMOLITION OF MISCELLANEOUS WALL MOUNTED EQUIPMENT (>18”X18”)

1300.1 SUMMARY

Line Item: 1300 DEMOLITION OF MISCELLANEOUS WALL MOUNTED EQUIPMENT

1300.2 Description: This item shall include all labor and supplies necessary for the demolition and removal of equipment weighing up to

100lbs and measuring above around 18”x18” that has been mounted on/within walls. This includes the removal of either adhesive or mounting hardware from the wall. This line item does not include patching the wall.

1300.3 References: NOT USED

1300.4 MEASUREMENT AND PAYMENT

1300.4.1 Line Item: 1300 DEMOLITION OF MISCELLANEOUS WALL MOUNTED

EQUIPMENT (>18”x18”)

The unit of measure for demolition of miscellaneous wall mounted equipment shall be per each individual miscellaneous wall mounted equipment demolished. Payment shall be at the contract unit price per each of miscellaneous wall mounted equipment removed.

SECTION 1400

DEMOLITION OF BORED LOCKSETS

1400.1 SUMMARY

Line Item: 1400 DEMOLITION OF BORED LOCKSETS

1400.2 Description: This item shall include all labor and supplies necessary for the demolition and removal of bored locksets from existing doors. This does not include any patching of the door after removal.

1400.3 References: NOT USED

1400.4 MEASUREMENT AND PAYMENT

1400.4.1 Line Item: 1400 DEMOLITION OF BORED LOCKSETS

The unit of measure for demolition of bored locksets shall be per each individual bored lockset demolished. Payment shall be at the contract unit price per each bored lockset removed.

SECTION 1500

DEMOLITION OF MORTISED LOCKSETS

1500.1 SUMMARY

Line Item: 1500 DEMOLITION OF MORTISED LOCKSETS

1500.2 Description: This item shall include all labor and supplies necessary for the demolition and removal of mortised locksets from existing doors. This does not include any patching of the door after removal.

1500.3 References: NOT USED

1500.4 MEASUREMENT AND PAYMENT

1500.4.1 Line Item: 1500 DEMOLITION OF MORTISED LOCKSETS

The unit of measure for demolition of mortised locksets shall be per each individual mortised lockset demolished. Payment shall be at the contract unit price per each mortised lockset removed.

SECTION 1600

DEMOLITION OF WINDOW BLINDS/SHADES

1600.1 SUMMARY

Line Item: 1600 DEMOLITION OF WINDOW BLINDS/SHADES

1600.2 Description: This item shall include all labor and supplies necessary for the demolition and removal of window blinds and/or window shades.

1600.3 References: NOT USED

1600.4 MEASUREMENT AND PAYMENT

1600.4.1 Line Item: 1600 DEMOLITION OF WINDOW BLINDS/SHADES

The unit of measure for demolition of window blinds/shades shall be per horizontal linear feet of window blinds/shades demolished.

Payment shall be at the contract unit price per horizontal linear feet of window blinds/shades demolished.

SECTION 1700

DEMOLITION OF WINDOW SCREEN

1700.1 SUMMARY

Line Item: 1700 DEMOLITION OF WINDOW SCREEN

1700.2 Description: This item shall include all labor and supplies necessary for the demolition and removal of window screens, including both bug and solar screens fixed to the exterior of windows.

1700.3 References: NOT USED

1700.4 MEASUREMENT AND PAYMENT

1700.4.1 Line Item: 1700 DEMOLITION OF WINDOW SCREEN

The unit of measure for demolition of window screen shall be per square feet of window screen demolished. Payment shall be at the contract unit price per square feet of window screen demolished.

SECTION 1800

SELF-LEVELING UNDERLAYMENT

1800.1 SUMMARY

Line Item: 1800 SELF-LEVELING UNDERLAYMENT

1800.2 Description: This item shall include all labor and supplies necessary for the installation of self-leveling underlayment at an average of 1/4” over the line item square footage. This Section includes a single-coat, fast-curing, 100% solids epoxy moisture management system formulated to suppress excessive moisture vapor emissions in new or existing concrete prior to installing an ARDEX

Underlayment or similar product. Any mentions to Ardex may be understood to imply manufacturer of proposed product.

1800.3 References:

ASTM F2170 - Relative Humidity in Concrete Floor Slabs Using in situ

Probes

ASTM F1869 - Moisture Vapor Emission Rate of Concrete Subfloor Using

Anhydrous Calcium Chloride

ASTM 710 - Standard Practice for Preparing Concrete Floors to Receive

Resilient Flooring

A. ASTM C1583 - Standard Test Method for Tensile Strength of Concrete

Surfaces and the Bond Strength or Tensile Strength of Concrete

Repair and Overlay Materials by Direct Tension

B. ASTM E96 - Standard Test Methods for Water Vapor Transmission of

Materials

C. ASTM D1308 - Chemical Resistance of Finishes

1800.4 SUBMITTALS:

A. Product Data: Submit manufacturer’s product data and installation instructions for each material and product used. Include manufacturer’s Material Safety Data Sheets.

B. Qualification Data: For Installer

1800.5 QUALITY ASSURANCE

A. Installation must be completed by a certified applicator, such as an ARDEX LevelMaster® Elite or Choice Contractor, using mixing equipment and tools approved by the manufacturer. Please contact manufacturer for a list of recommended installers contacts.

B. Manufacturer Experience: Provide products of this section by companies which have successfully specialized in production of this type of work for not less than 5 years. Contact Manufacturer

Representative prior to installation.

1800.6 WARRANTY

A. Contractor shall follow all manufacturer recommendations and practices required by the manufacturer in order to receive 5-year minimum warranty.

1800.7 PRODUCTS

A. TOPICAL MOISTURE VAPOR EMMISION SYSTEM

1. Intended Product:

i. ARDEX MC™ RAPID; Manufactured by ARDEX Engineered Cements

2. Performance and Physical Properties: Meet or exceed the following values for material cured at 70° F+/-3°F (21° C+/-

3°C) and 50% +/-5%relative humidity:

APPLICATION: MANUAL

MATERIAL REQUIREMENTS ON CSP 3 PREPARED CONCRETE: MAX 270 SQ. FT. PER

MIXED UNIT FOR 10 MILS, MAX. 190 SQ. FT. PER MIXED UNIT FOR 14 MILS

PERMEABILITY (ASTM E96): 0.2 PERMS

14 PH SOLUTION (ASTM D1308): NO EFFECT

WORKING TIME: 20 MINUTES

POT LIFT: 20 MINUTES

VOC: 0G/L, CALCULATED…