Technical Exhibit A - Specifications.pdf

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

Technical Exhibit “A”

FY21 MICROSURFACING PACKAGE

SPECIFICATIONS

January 8, 2021

Contract No. W91151‐21‐C‐XXXX

Directorate of Public Works Engineering Division US Army, III Corps 4612 Engineer Dr.

Fort Hood, TX 76544

General Specifications 03/25/19

DPWSPECS TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 32 01.00 10 1 FEB PROJECT SCHEDULE

01 33 00 DEC 1 SUBMITTAL PROCEDURES

01 35 13 MAR 1 SPECIAL PROJECT PROCEDURES

01 35 23.00 40 1 JAN OWNER SAFETY REQUIREMENTS

01 35 29 1 JAN SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 45 01.00 20 1 FEB QUALITY CONTROL (QC)

01 57 20.00 10 DEC 1 ENVIRONMENTAL PROTECTION

01 77 00 OCT 1 CLOSEOUT PROCEDURES

01 78 23 1 JAN OPERATION AND MAINTENANCE DATA

01 80 00 9 Apr UTILITIES

DIVISION 02 - EXISTING CONDITIONS

02 41 00 10/14 DEMOLITION

02 82 00 10/14 ASBESTOS REMEDIATION

02 82 18.00 20 07/14 ENGINEERING CONTROL OF MOLD CONTAMINATED

MATERIALS

02 82 33.13 20 08/11 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD

DIVISION 03 - CONCRETE

03 30 00 09/14 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 01 41 04/06 RESTORATION AND CLEANING OF MASONRY

04 20 00 10/07 MASONRY

DIVISION 05 - METALS

05 12 00 11/11 STRUCTURAL STEEL

05 40 00 05/10 COLD-FORMED METAL FRAMING

05 50 00 04/06 METAL: MISCELLANEOUS AND FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 20 00 04/06 FINISH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 17 04/06 FIBERGLASS INSULATION

07 24 00 07/14 EXTERIOR INSULATION AND FINISH SYSTEMS

07 41 13 07/14 METAL ROOF PANELS

07 55 00 07/14 MEMBRANE ROOFING

07 57 14 09/14 SPRAYED POLYURETHANE FOAM (MEDIUM DENSITY)

07 60 00 07/14 FLASHING AND SHEET METAL

07 84 00 07/14 FIRESTOPPING

07 92 00 09/14 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 07/14 STEEL DOORS AND FRAMES

08 11 16 07/14 ALUMINUM DOORS AND FRAMES

08 14 00 07/14 WOOD DOORS

08 33 23 07/14 OVERHEAD COILING DOORS

MASTER TABLE OF CONTENTS Page 1

08 34 19.10 20 04/06 ROLLING SERVICE DOORS

08 36 13 08/11 SECTIONAL OVERHEAD DOORS

08 36 19 11/11 VERTICAL LIFT DOORS

08 51 13.00 20 07/14 ALUMINUM WINDOWS

08 60 45 07/14 SKYLIGHTS AND TRANSLUCENT PANELS

08 71 00 08/14 DOOR HARDWARE

08 81 00 08/14 GLAZING

08 91 00 08/14 METAL WALL AND DOOR LOUVERS

DIVISION 09 - FINISHES

09 29 00 09/14 GYPSUM BOARD

09 30 00 09/14 CERAMIC TILE, QUARRY TILE, AND PAVER TILE

09 51 00 09/14 ACOUSTICAL CEILINGS

09 65 00 09/14 RESILIENT FLOORING

09 68 00 09/14 CARPET

09 90 00 09/14 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 01 09/14 EXTERIOR SIGNAGE

10 14 02 09/14 INTERIOR SIGNAGE

10 21 13 09/14 TOILET COMPARTMENTS

10 22 13 09/14 WIRE MESH PARTITIONS

10 26 13 09/14 WALL AND CORNER GUARDS

10 28 13 09/14 TOILET ACCESSORIES

10 44 16 07/14 FIRE EXTINGUISHERS

10 90 00 08/08 MISCELLANEOUS SPECIALTIES

DIVISION 11 - EQUIPMENT

11 68 13 09/14 PLAYGROUND EQUIPMENT

DIVISION 12 - FURNISHINGS

12 24 13 09/14 ROLLER WINDOW SHADES

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 11/11 METAL BUILDING SYSTEMS

DIVISION 21 - FIRE SUPPRESSION

21 12 00 05/11 STANDPIPE SYSTEMS

21 13 00.00 20 04/06 WET-PIPE FIRE SUPPRESSION SPRINKLERS

21 13 00.00 40 08/13 FIRE-SUPPRESSION SPRINKLER SYSTEMS

21 13 16.00 20 04/06 DRY-PIPE FIRE SPRINKLER SYSTEMS

21 13 18.00 10 05/09 PREACTION AND DELUGE SPRINKLER SYSTEMS, FIRE

PROTECTION

21 13 20.00 20 11/09 FOAM FIRE EXTINGUISHING FOR AIRCRAFT HANGARS

21 13 24.00 10 10/07 AQUEOUS FILM-FORMING FOAM (AFFF) FIRE

PROTECTION SYSTEM

21 13 26.00 40 08/13 DELUGE FIRE-SUPPRESSION SPRINKLER SYSTEMS

21 21 01.00 10 04/06 CLEAN AGENT FIRE EXTINGUISHING

21 21 03.00 10 02/09 WET CHEMICAL FIRE EXTINGUISHING SYSTEM

21 30 00 04/08 FIRE PUMPS

DIVISION 22 - PLUMBING

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22 00 00 11/11 PLUMBING, GENERAL PURPOSE

22 05 48.00 20 04/06 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

22 07 19.00 40 08/13 PLUMBING PIPING INSULATION

22 14 29.00 40 08/11 SUMP PUMPS

22 15 14.00 40 02/11 GENERAL SERVICE COMPRESSED-AIR SYSTEMS, LOW

PRESSURE

22 31 00 02/09 WATER SOFTENERS, CATION-EXCHANGE (SODIUM CYCLE)

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 08/10 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND

EXHAUST SYSTEMS

23 01 30.41 08/10 HVAC SYSTEM CLEANING

23 03 00.00 20 08/10 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 02/14 COMMON PIPING FOR HVAC

23 05 48.00 40 02/11 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING

AND EQUIPMENT

23 05 93 08/09 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 09/14 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 01/08 COMMISSIONING OF HVAC SYSTEMS

23 08 01.00 20 04/06 TESTING INDUSTRIAL VENTILATION SYSTEMS

23 09 13.34 40 02/11 CONTROL VALVES, SELF-CONTAINED

23 09 23 05/11 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND

OTHER BUILDING CONTROL SYSTEMS

23 09 53.00 20 02/10 SPACE TEMPERATURE CONTROL SYSTEMS

23 11 25 11/08 FACILITY GAS PIPING

23 21 13.00 20 04/06 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM

23 21 13.23 20 07/07 [HIGH][MEDIUM] TEMPERATURE WATER SYSTEM WITHIN

BUILDINGS

23 23 00 10/07 REFRIGERANT PIPING

23 25 00 11/08 CHEMICAL TREATMENT OF WATER FOR MECHANICAL

SYSTEMS

23 31 13.00 40 11/12 METAL DUCTS

23 34 23.00 40 05/14 HVAC POWER VENTILATORS

23 35 00.00 10 02/09 OVERHEAD VEHICLE TAILPIPE[ AND WELDING FUME]

EXHAUST REMOVAL SYSTEM(S)

23 35 19.00 20 02/10 INDUSTRIAL VENTILATION AND EXHAUST

23 36 00.00 40 02/11 AIR TERMINAL UNITS

23 37 13.00 40 05/10 DIFFUSERS, REGISTERS, AND GRILLS

23 41 13.00 40 05/10 PANEL FILTERS

23 52 00 04/08 HEATING BOILERS

23 52 33.03 20 11/08 WATER-TUBE BOILERS, OIL/GAS OR OIL

23 52 43.00 10 04/08 HEAT RECOVERY BOILERS

23 52 43.00 20 07/06 LOW PRESSURE WATER HEATING BOILERS (UNDER

800,000 BTU/HR OUTPUT)

23 52 46.00 20 04/06 LOW PRESSURE WATER HEATING BOILERS (OVER

800,000 BTU/HR OUTPUT)

23 54 16.00 10 08/14 HEATING SYSTEM; GAS-FIRED HEATERS

23 54 19 11/08 BUILDING HEATING SYSTEMS, WARM AIR

23 57 10.00 10 01/08 FORCED HOT WATER HEATING SYSTEMS USING WATER

AND STEAM HEAT EXCHANGERS

23 63 00.00 10 10/07 COLD STORAGE REFRIGERATION SYSTEMS

23 64 00 08/09 PACKAGED WATER CHILLERS, ABSORPTION TYPE

23 64 10 08/08 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 08/09 CHILLED, CHILLED-HOT, AND CONDENSER WATER

PIPING SYSTEMS

23 65 00 08/14 COOLING TOWERS

23 69 00.00 20 07/06 REFRIGERATION EQUIPMENT FOR COLD STORAGE

23 70 03.00 10 01/08 HEATING AND UTILITIES SYSTEMS, CENTRAL STEAM

MASTER TABLE OF CONTENTS Page 3

23 72 00.00 10 01/08 ENERGY RECOVERY SYSTEMS

23 72 26.00 10 04/08 DESICCANT COOLING SYSTEMS

23 73 13.00 40 05/14 MODULAR INDOOR CENTRAL-STATION AIR-HANDLING

UNITS

23 74 33.00 40 02/11 PACKAGED, OUTDOOR, HEATING AND COOLING MAKEUP

AIR-CONDITIONERS

23 76 00.00 10 04/08 EVAPORATIVE COOLING SYSTEMS

23 76 00.00 20 07/06 EVAPORATIVE COOLING SYSTEM

23 81 00.00 20 11/09 UNITARY AIR CONDITIONING EQUIPMENT

23 81 23.00 20 02/10 COMPUTER ROOM AIR CONDITIONING UNITS

23 81 47 08/08 WATER-LOOP AND GROUND-LOOP HEAT PUMP SYSTEMS

23 82 00.00 20 11/08 TERMINAL HEATING AND COOLING UNITS

23 82 01.00 10 04/08 WARM AIR HEATING SYSTEMS

23 82 02.00 10 04/08 UNITARY HEATING AND COOLING EQUIPMENT

23 82 16.00 40 08/14 AIR COILS

23 82 19.00 40 05/14 FAN COIL UNITS

23 82 23.00 40 05/14 UNIT VENTILATORS

23 82 43.00 40 08/11 ELECTRIC DUCT HEATERS

23 82 46.00 40 08/11 ELECTRIC UNIT HEATERS

23 83 00.00 20 04/06 ELECTRIC SPACE HEATING EQUIPMENT

23 84 16.00 20 11/08 DESICCANT DEHUMIDIFICATION EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 09/14 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 11/08 COMMON WORK RESULTS FOR ELECTRICAL

26 05 73.00 40 09/14 OVERCURRENT PROTECTIVE DEVICES

26 09 23.00 40 09/14 LIGHTING CONTROL DEVICES

26 12 00 09/14 TRANSFORMERS

26 23 00 09/14 SWITCHBOARDS AND SWITCHGEAR

26 24 16.00 40 09/14 PANELBOARDS

26 24 19.00 40 09/14 MOTORS AND MOTOR-CONTROL CENTERS

26 26 00.00 40 09/14 POWER DISTRIBUTION UNITS

26 27 13.10 30 09/17 ELECTRIC METERS

26 27 26.00 40 09/14 WIRING DEVICES

26 28 16.00 40 09/14 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26 29 23 09/14 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 51 00 09/17 INTERIOR LIGHTING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 74.00 20 07/14 INTERIOR FIRE DETECTION AND ALARM SYSTEM

28 31 76 07/14 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 08/14 EARTHWORK

31 05 19 08/14 GEOTEXTILE

31 11 00 08/08 CLEARING AND GRUBBING

31 32 11 07 JU SOIL SURFACE EROSION CONTROL

31 36 00 08/14 WIRE MESH GABIONS AND MATTRESSES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 11.51 08/14 RUBBER AND PAINT REMOVAL FROM AIRFIELD PAVEMENTS

32 01 13.00 20 09/14 EMULSIFIED ASPHALT SEAL COATS WITH OR WITHOUT

AGGREGATE

32 01 13 BITUMINOUS SEAL AND FOG COATS

32 01 16.17 08/14 COLD MILLING OF BITUMINOUS PAVEMENTS

MASTER TABLE OF CONTENTS Page 4

32 01 17.16 SEALING OF CRACKS IN BITUMINOUS PAVEMENTS

32 01 17 09/14 COLD-MIX RECYCLING

32 01 19.61 RESEALING OF JOINTS IN RIGID PAVEMENT

32 01 19 09/14 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN

RIGID PAVEMENTS

32 01 24 09/14 HOT IN-PLACE RECYCLING OF BITUMINOUS PAVEMENTS

32 01 25 09/14 HEATER SCARIFYING OF BITUMINOUS PAVEMENTS

32 01 26.71 09/14 GROOVING FOR AIRFIELD PAVEMENTS

32 01 29.61 08/14 PARTIAL DEPTH PATCHING OF RIGID PAVING

32 01 29.62 SLABJACKING RIGID PAVEMENTS

32 05 33 07/06 LANDSCAPE ESTABLISHMENT

32 10 00 08/14 PERVIOUS AND STANDARD BITUMINOUS CONCRETE

PAVEMENT

32 11 10 09/14 DRAINAGE LAYER

32 11 16.13 09/14 SAND-CLAY SUBBASE COURSE

32 11 16 08/14 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE

PAVING

32 11 23 08/14 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE

COURSE

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR

PERVIOUS AND NORMAL FLEXIBLE PAVEMENT

32 11 29 LIME-STABILIZED SUBGRADE

32 11 33 CEMENT STABILIZED SUBBASE COURSE AT AIRFIELDS

AND ROADS

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 11 07/14 BITUMINOUS SURFACE TREATMENT

32 12 15.13 HOT-MIX ASPHALT AIRFIELD PAVING

32 12 15.16 07/14 WARM-MIX ASPHALT AIRFIELD PAVING

32 12 16 08/14 HOT-MIX ASPHALT (HMA) FOR ROADS

32 12 17.00 44 0508 PAVEMENT REPLACEMENT

32 12 17 07/14 HOT MIX BITUMINOUS PAVEMENT

32 12 19 07/14 BITUMINOUS BINDER AND WEARING COURSES

(CENTRAL-PLANT COLD-MIX)

32 12 21 08/14 BITUMINOUS ROAD-MIX SURFACE COURSE

32 12 37 08/14 FUEL-RESISTANT (COAL TAR) SEALER

32 12 43.16 POROUS FRICTION COURSE FOR AIRFIELDS AND ROADS

32 13 11 07/14 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER

HEAVY-DUTY PAVEMENTS

32 13 13.06 07/14 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND

SITE FACILITIES

32 13 15.20 08/14 CONCRETE PAVEMENT FOR CONTAINMENT DIKES

32 13 16.16 08/14 ROLLER COMPACTED CONCRETE (RCC) PAVEMENT

32 13 17 08/14 STONE MATRIX ASPHALT (SMA) FOR AIRFIELD

PAVEMENTS

32 13 43 PERVIOUS CONCRETE PAVING

32 13 73 08/14 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS

32 15 00 08/14 AGGREGATE SURFACE COURSE

32 16 13 07/14 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 16 15 08/14 CONCRETE BLOCK PAVEMENTS

32 17 23.00 20 07/14 PAVEMENT MARKINGS

32 18 16.13 08/14 PLAYGROUND PROTECTIVE SURFACING

32 31 13 01/08 CHAIN LINK FENCES AND GATES

32 92 19 06/15 SEEDING

32 92 23 04/06 SODDING

32 93 00 02/10 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 40 00 02/10 STORM DRAINAGE UTILITIES

MASTER TABLE OF CONTENTS Page 5

33 51 00.00 20 04/06 NATURAL GAS DISTRIBUTION

33 51 13.00 30 05/10 NATURAL-GAS METERING

33 71 01.00 40 09/14 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 12/17 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Master Table of Contents --

MASTER TABLE OF CONTENTS Page 6

SECTION 01 32 01.00 10

PROJECT SCHEDULE

1 FEB 18

PART 1 GENERAL

1.1 REFERENCES

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

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Schedule; G

Program Project Schedule; G

Periodic Schedule Update; G

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating (activity status) and preparation of reports. The authorized representative shall be experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification. Reports from the programming software shall be formatted to

PDF.

SECTION 01 32 01.00 10

Scheduling software shall be Primavera, Microsoft Project, or similar product.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules.

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the COR.

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the schedule and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold as allowed by the contract a percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities shall have Original Durations (OD) greater than 20 work days or 30 calendar days.

3.3.3 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates as they apply to the project.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Long procurement activities

c. Submission of Dig Permit

d. Submission and approval of O and M manuals

e. Submission and approval of as-built drawings.

f. Submission and approval of DD1354 data and installed equipment lists.

g. Submission and approval of testing and air balance(TAB).

h. Submission of TAB specialist design review report.

i. Submission and approval of fire protection specialist.

j. Air and water balancing.

k. Submission and approval of Building Commissioning Plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with the contract commissioning requirements. All tasks associated with all building testing and commissioning will be completed prior to submission of building commissioning report and subsequent contract completion.

l. Building commissioning - Functional Performance Testing.

m. Controls testing plan submission.

n. Controls testing.

o. Performance Verification testing.

p. Other systems testing, if required.

r. Contractor's pre-final inspection.

s. Correction of punch list from Contractor's pre-final inspection.

t. Government's pre-final inspection.

u. Correction of punch list from Government's pre-final inspection.

v. Final inspection.

w. Final Clean Up.

x. SWPPP Closeout.

y. Traffic Control Plan.

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.6 Contract Milestones and Constraints

Milestone activities are to be used for significant project events including, but not limited to, project phasing, project start and end activities, or interim completion dates. The use of artificial float constraints such as "zero free float" or "zero total float" are prohibited.

Mandatory constraints that ignore or effect network logic are prohibited.

No constrained dates are allowed in the schedule other than those specified herein. Submit additional constraints to the Contracting Officer for approval on a case by case basis.

3.3.7 Calendars

Schedule activities on a Calendar to which the activity logically belongs.

Develop calendars to accommodate any contract defined work period such as a 7-day calendar for Government Acceptance activities, concrete cure times, etc. Develop the default Calendar to match the physical work plan with non-work periods identified including weekends and holidays. Develop Seasonal Calendar(s) and assign to seasonally affected activities as applicable.

If an activity is weather sensitive it should be assigned to a calendar showing non-work days on a monthly basis, with the non-work days selected at random across the weeks of the calendar, using the anticipated days provided in the contract clause TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. The assignment of the non-work days should be over a seven-day week since weather records are compiled on seven-day weeks, which will cause some of the weather related non-work days to fall on weekends.

3.3.8 Work Hours

Construction contracts are calculated in calendar days (see SF 1442, Block 11). The contractor is allowed to request work on weekends, as necessary, to demonstrate adequate progress is being made and adhere to the approved progress schedule. Coordination of work outside the normal working hours of 7:30 a.m. to 4:30 p.m., Monday through Friday (excluding Federal holidays), shall be made directly with the Contracting Officer of record under this contract and Contracting Officer Representative. Accommodation for quality assurance surveillance presence on the job site outside normal working hours is required, and requests to work outside the normal working hours must be submitted to the Contracting Officer in writing, at least 72 hours in advance of the work schedule with list of subcontractors, trades, work to be performed and projected hours. To the maximum extent practicable, the contractor should develop its progress schedule on the basis of a 5-day work week. Work at the construction site should no later than 8:00 a.m. (contingent upon the availability of facilities), with daily cleanup beginning no earlier than 4:00 p.m. each work day.

3.3.9 Open Ended Logic

Only two open ended activities are allowed: the first activity "NTP Acknowledged" must have no predecessor logic, and the last activity -"End Project" must have no successor logic.

Predecessor open ended logic may be allowed in a time impact analyses upon the Contracting Officer's approval.

3.3.10 Default Progress Data Disallowed

Actual Start and Finish dates must not automatically update with default mechanisms included in the scheduling software. Updating of the percent complete and the remaining duration of any activity must be independent functions. Disable program features that calculate one of these parameters from the other. Activity Actual Start (AS) and Actual Finish (AF) dates assigned during the updating process must match those dates provided in the Contractor Quality Control Reports. Failure to document the AS and AF dates in the Daily Quality Control report will result in disapproval of the Contractor's schedule.

3.3.11 Out-of-Sequence Progress

Activities that have progressed before all preceding logic has been satisfied (Out-of-Sequence Progress) will be allowed only on a case-by-case basis subject to approval by the Contracting Officer. Propose logic corrections to eliminate out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule. Address out of sequence progress or logic changes in the Narrative Report and in the periodic schedule update meetings.

3.3.12 Added and Deleted Activities

Do not delete activities from the project schedule or add new activities to the schedule without approval from the Contracting Officer. Activity ID and description changes are considered new activities and cannot be changed without Contracting Officer approval.

3.3.13 Original Durations

Activity Original Durations (OD) must be reasonable to perform the work item. OD changes are prohibited unless justification is provided and approved by the Contracting Officer.

3.3.14 Leads, Lags, and Start to Finish Relationships

Lags must be reasonable as determined by the Government and not used in place of realistic original durations, must not be in place to artificially absorb float, or to replace proper schedule logic.

a. Leads (negative lags) are prohibited.

b. Start to Finish (SF) relationships are prohibited.

3.3.15 Retained Logic

Schedule calculations must retain the logic between predecessors and successors ("retained logic" mode) even when the successor activity(s) starts and the predecessor activity(s) has not finished (out-of-sequence progress). Software features that in effect sever the tie between predecessor and successor activities when the successor has started and the predecessor logic is not satisfied ("progress override") are not be allowed.

3.3.16 Percent Complete

Update the percent complete for each activity started, based on the realistic assessment of earned value. Activities which are complete but for remaining minor punch list work and which do not restrain the initiation of successor activities may be declared 100 percent complete to allow for proper schedule management.

3.3.17 Remaining Duration

Update the remaining duration for each activity based on the number of estimated work days it will take to complete the activity. Remaining duration may not mathematically correlate with percentage found under paragraph entitled Percent Complete.

3.3.18 Cost Loading of Closeout Activities

Cost load the "Correction of punch list from Government pre-final inspection" activity(ies) not less than 1 percent of the present contract value. Activity(ies) may be declared 100 percent complete upon the Government's verification of completion and correction of all punch list work identified during Government pre-final inspection(s).

3.3.18.1 As-Built Drawings

If there is no separate contract line item (CLIN) for as-built drawings, cost load the "Submission and approval of as-built drawings" activity 1 percent of the present contract value. Activity will be declared 100 percent complete upon the Government's approval.

3.3.18.2 Testing

Cost load any activity listed as "Testing" not less than 1 percent of the present contract value. Examples of "Testing" include but not limited to TAB, Fire Alarm, Fire Suppression, Mass Notification, Commissioning, Concrete, etc

3.3.18.3 O & M Manuals

Cost load the "Submission and approval of O & M manuals" activity not less than 1 percent of the present contract value. Activity will be declared 100 percent complete upon the Government's approval of all O & M manuals.

3.3.18.4 PreFinal/Final

Cost load the "PreFinal" activity not less than 1 percent of the present contract value. Cost load the "Final" activity not less than 1 percent of the present contract value.

3.3.18.5 Mob/Demob

If cost loaded for Mobilization there shall be equal or greater for Demobilization.

3.3.19 Anticipated Adverse Weather

Reference Section 00700, FAR 52.249-10: The following schedule lists adverse weather delays (due to precipitation) as calculated by the National Oceanic and Atmospheric Administration (NOAA) and will constitute the base line for monthly weather time extension evaluations. The contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities. Wind is not considered in this Schedule and shall not be considered an excusable delay unless exterior work tasks are foregone due to health and safety issues experienced during extremely high wind conditions. No weather delays are allowed for interior work.

ADVERSE WEATHER DELAYS:

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

4 4 4 4 6 4 3 3 4 4 3 4

3.3.20 Federal Holidays

The following days are legal holidays for the Federal Government. Under normal conditions, no construction work will be authorized on a Federal holiday. Exceptions may be granted, on a case by case basis, and only when it is determined by the Contracting Officer to be in the best interest of the Government. Requests for exception must be provided, in writing, to the Contracting Officer no later than three business days prior to the holiday the contractor desires to work. The Government will render a decision in the matter no later than one business day prior to the scheduled holiday.

Federal Holidays

New Year's Day 1 January Martin Luther King Jr. Birthday Third Monday in January President's Day Third Monday in February Memorial Day Last Monday in May Independence Day 4 July Labor Day First Monday in September Columbus Day Second Monday in October Veteran's Day 11 November Thanksgiving Day Fourth Thursday in November Christmas Day 25 December

When a designated legal holidays falls on a Sunday, the following Monday will be observed as a legal holiday. When a legal holiday falls on a Saturday, the preceding Friday is observed as a holiday.

This list of holidays relates to Government duty days, and is not intended to supplement or otherwise alter the provisions of the Davis Bacon Act General Decision regarding paid holidays.

The contractor is NOT entitled to observe installation training holidays or other time off given to Government employees by Executive Order or other lawful order of the President of the United States.

The following table lists the number of federal holidays, by month that the contractor will not work (except as described above). When the contract's stated period of performance includes months where federal holidays are observed, the period of performance has been adjusted to allow extra time for those holidays. Compensation of time is shown below:

Federal Holidays

JAN FEB MAY JUL SEP OCT NOV DEC

2 1 1 1 1 1 2 1

3.3.21 Early Completion Schedule and the Right to Finish Early

An Early Completion Schedule is an Initial Project Schedule (IPS) that indicates all scope of the required contract work will be completed before the contractually required completion date.

a. No IPS indicating an Early Completion will be accepted without being fully resource-loaded (including crew sizes and manhours) and the Government agreeing that the schedule is reasonable and achievable.

b. The Government is under no obligation to accelerate work items it is responsible for to ensure that the early completion is met nor is it responsible to modify incremental funding (if applicable) for the project to meet the contractor's accelerated work.

3.4 PROJECT SCHEDULE SUBMISSIONS

Provide the submissions as described below. If the Contractor fails or refuses to furnish the information and schedule updates as set forth herein, then the Contractor will be deemed not to have provided an estimate upon which a progress payment can be made.

Review comments made by the Government on the schedule(s) do not relieve the Contractor from compliance with requirements of the Contract Documents.

3.4.1 Program Project Schedule

Submit the Program Project Schedule for approval monthly at the first bi-weekly of the month. The schedule must demonstrate a reasonable and realistic sequence of the various task orders awarded under the contract.

3.4.2 Project Schedule Submission

Submit the Project Schedule for approval 10 calendar days after notice to proceed is issued. The schedule must demonstrate a reasonable and realistic sequence of activities which represent all work through the entire contract performance period. No payment will be made for work items not fully detailed in the Project Schedule.

3.4.3 Periodic Schedule Update

Update the Project Schedule on a regular basis. Provide a Periodic Schedule Update bi-weekly.

a. Update information including Actual Start Dates (AS), Actual Finish Dates (AF), Remaining Durations (RD), and Percent Complete is subject to the approval of the Government at the meeting.

b. AS and AF dates must match the date(s) reported on the Contractor's Quality Control Report for an activity start or finish.

c. A narrative shall be provided that provides the government reason for any changes to the schedule.

3.5 SUBMISSION REQUIREMENTS

Submit the following items for the Schedule, and every Periodic Schedule Update throughout the life of the project:

3.5.1 Schedule Reports

The format, filtering, organizing and sorting for each schedule report must be as directed by the Contracting Officer. Typically, reports shall contain

a. Contract Number

b. Contractor's name and address

c. Notice to Proceed (NTP) Date

d. Contract Completion Date

e. Government Project Number

f. Government Project Title

g. Contracting Officer's name, with signature and date approval blocks

h. COR's name, with signature and date approval blocks

i. Contractor Project Manager name, with signature and date approved

j. Cost associated with each work element

k. Percentage of total project cost for each work element

l. Performance period scheduled in bi-weekly periods

m. Percentage of work complete

n. Cost associated with each work element of work complete.

3.5.1.1 Activity Report

List of all activities sorted according to activity number.

3.5.1.2 Logic Report

List of detailed predecessor and successor activities for every activity in ascending order by activity number.

3.5.1.3 Total Float Report

A list of all incomplete activities sorted in ascending order of total float. List activities which have the same amount of total float in ascending order of Early Start Dates. Do not show completed activities on this report.

3.5.1.4 Earnings Report by CLIN

A compilation of the Total Earnings on the project from the NTP to the data date. This report must reflect the earnings of activities based on the agreements made in the schedule update meeting defined herein. Provided a complete schedule update has been furnished, this report serves as the basis of determining progress payments. Group activities by CLIN number and sort by activity number. This report must also provide a total CLIN percent earned value, CLIN percent complete, and project percent complete.

The printed report must contain the following for each activity: the Activity Number, Activity Description, Original Budgeted Amount, Earnings to Date, Earnings this period, Total Quantity, Quantity to Date, and Percent Complete (based on cost).

3.5.1.5 Schedule Log

Provide a Scheduling/Leveling Report generated from the current project schedule being submitted.

3.5.2 Network Diagram

The Network Diagram (Gaunt Chart) is required for the Initial and Periodic Updates. Depict and display the order and interdependence of activities and the sequence in which the work is to be accomplished. The Contracting Officer will use, but is not limited to, the following conditions to review compliance with this paragraph:

3.5.2.1 Continuous Flow

Show a continuous flow from left to right with no arrows from right to left. Show the activity number, description, duration, and estimated earned value on the diagram.

3.5.2.2 Project Milestone Dates

Show dates on the diagram for start of project, any contract required interim completion dates, and contract completion dates.

3.5.2.3 Critical Path

Show all activities on the critical path. The critical path is defined as the longest path.

3.5.2.4 Banding

Organize activities using the WBS or as otherwise directed to assist in the understanding of the activity sequence. Typically, this flow will group activities by major elements of work, category of work, work area and/or responsibility.

3.6 PERIODIC SCHEDULE UPDATE

3.6.1 Periodic Schedule Update Meetings

Conduct periodic schedule update meetings for the purpose of reviewing the proposed Schedule, Narrative Report, Schedule Reports, and progress payment. Conduct meetings at least monthly within five days of the proposed schedule data date. The Contractor's authorized scheduler must organize, group, sort, filter, perform schedule revisions as needed and review functions as requested by the Contractor and/or Government. The meeting is a working interactive exchange which allows the Government and Contractor the opportunity to review the updated schedule on a real time and interactive basis. The meeting will last no longer than 2 hours.

Contractor shall provide a draft of the proposed narrative report and schedule data file to the Government a minimum of two workdays in advance of the meeting. The Contractor's Project Manager and scheduler must attend the meeting with the authorized representative of the Contracting Officer.

Superintendents, foremen and major subcontractors must attend the meeting as required to discuss the project schedule and work. Following the periodic schedule update meeting, make corrections to the draft submission. Include only those changes approved by the Government in the submission and invoice for payment.

3.6.2 Update Submission Following Progress Meeting

Submit the complete Periodic Schedule Update of the Project Schedule containing all approved progress, revisions, and adjustments, with the following bi-weekly report.

3.7 REQUESTS FOR TIME EXTENSIONS

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

3.7.1 Justification of Delay

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

3.7.2 Time Impact Analysis (Prospective Analysis)

Prepare a time impact analysis for approval by the Contracting Officer based on industry standard AACE 52R-06. Utilize a copy of the last approved schedule prior to the first day of the impact or delay for the time impact analysis. If Contracting Officer determines the time frame between the last approved schedule and the first day of impact is too great, prepare an interim updated schedule to perform the time impact analysis. Unless approved by the Contracting Officer, no other changes will be incorporated into the schedule being used to justify the time impact.

3.7.3 Forensic Schedule Analysis (Retrospective Analysis)

Prepare an analysis for approval by the Contracting Officer based on industry standard AACE 29R-03.

3.7.4 Fragmentary Network (Fragnet)

Prepare a proposed fragnet for time impact analysis. The proposed fragnet must consist of a sequence of new activities that are proposed to be added to the project schedule to demonstrate the influence of the delay or impact to the project's contractual dates. Clearly show how the proposed fragnet is to be tied into the project schedule including all predecessors and successors to the fragnet activities. The proposed fragnet must be approved by the Contracting Officer prior to incorporation into the project schedule.

3.7.5 Time Extension

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

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

3.7.6 Impact to Early Completion Schedule

No extended overhead will be paid for delay prior to the original Contract Completion Date for an Early Completion IPS unless the Contractor actually performed work in accordance with that Early Completion Schedule. The Contractor must show that an early completion was achievable had it not been for the impact..

3.8 FAILURE TO ACHIEVE PROGRESS

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

3.8.1 Artificially Improving Progress

Artificially improving progress by means such as, but not limited to, revising the schedule logic, modifying or adding constraints, shortening activity durations, or changing calendars in the project schedule is prohibited. Indicate assumptions made and the basis for any logic, constraint, duration and calendar changes used in the creation of the recovery plan. Any additional resources, manpower, or daily and weekly work hour changes proposed in the recovery plan must be evident at the work site and documented in the daily report along with the Schedule Narrative Report.

3.8.2 Failure to Perform

Failure to perform work and maintain progress in accordance with the supplemental recovery plan may result in an interim and final unsatisfactory performance rating and/or may result in corrective action directed by the Contracting Officer pursuant to FAR 52.236-15 Schedules for Construction Contracts, FAR 52.249-10 Default (Fixed-Price Construction), and other contract provisions.

3.8.3 Recovery Schedule

Should the Contracting Officer find it necessary, submit a recovery schedule pursuant to FAR 52.236-15 Schedules for Construction Contracts.

3.9 OWNERSHIP OF FLOAT

Except for the provision given in the paragraph IMPACT TO EARLY COMPLETION SCHEDULE, float available in the schedule, at any time, shall not be considered for the exclusive use of either the Government or the Contractor including activity and/or project float. Activity float is the number of work days that an activity can be delayed without causing a delay to the "End Project" finish milestone. Project float (if applicable) is the number of work days between the projected early finish and the contract completion date milestone.

-- End of Section --

SECTION 01 33 00

SUBMITTAL PROCEDURES

DEC 17

PART 1 GENERAL

The attached submittal register contains the required items the Contractor shall submit for Government approval. All submittals listed on the submittal register shall require approval by the Government unless otherwise noted. The COR may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as items delivered to the job site.

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

The Contractor's Quality Control Manager (QCM)shall check and approve all items prior to submittal, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified.

Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited

to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications;

warranties; and other such required submittals.

All electronic submittals (Disk) shall be on a CD-R disk only and clearly state the Contractor's name, date, contract number and submittal number. A hardcopy ENG FORM 4025 shall accompany the CD-R and electronic form submitted by e-mail to COR.

1.1 REFERENCES

Federal Acquisition Regulation

52.243-4 Changes

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

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

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work).

Insurance

Performance and Payment Bonds

List of proposed Subcontractors

SECTION 01 33 00

List of proposed products

Construction progress schedule

Network Analysis Schedule (NAS)

Submittal register

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work shall be coordinated.

SD-03 Product Data

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

SD-04 Samples

Physical examples of materials, equipment or workmanship, illustrating functional and aesthetic characteristics of a material, or product; and establish standards by which the work can be judged.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies, which are to be incorporated into the project.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements.

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and must state the test results; and indicate whether the material, product, or system has passed or failed the test.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

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

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

1.2.2 Approving Authority

Designated person authorized to approve submittal. QCM is the only authorized personnel to approve submittals.

1.2.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

(a) For Government approval shall be coded on the submittal register as "G".

(b) For Information Only shall be coded on submittal register without a "G".

1.4 FORWARDING SUBMITTALS REQUIRING GOVERNMENT APPROVAL

Submittals Required from the Contractor

Preconstruction submittals - Forward to the assigned COR, submittals required in the technical sections of Division 1 specifications as required by the specification. All submittals are due within 30 calendar days of contract award unless specifically stated in Division 1.

Product and Material submittals - Forward to the assigned COR, all product and material submittals are due within 60 calendar days of contract award and before any preparatory meetings or installation.

O&M Data - The COR shall review and approve for the Contracting Officer O&M Data to verify the submittals comply with the contract requirements.

Closeout Submittal - Forward to assigned COR within 30 calendar days of final. Final pay will not be made until all work and submittals are accepted by the government.

1.5 PREPARATION

1.5.1 Transmittal Form

Transmit each submittal by e-mail to the Contract Specialist and Contracting Officer Representative (COR). Transmit submittals with transmittal form (ENG Form 4025) prescribed by Contracting Officer, located in Appendix A. Sample installations and sample panels (mock ups) shall be submitted electronically and reference samples with picture for document tracking. On the transmittal form identify Contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph entitled "Identifying Submittals."

Electronic submission by e-mail shall include the following two pdfs:

a. ENG Form 4025

b. Submittal Package

E-mail sizes shall not exceed 10MBs. It is the responsibility of the Contractor to verify the Government has received the electronic submission.

1.5.2 Identifying Submittals

The Prime Contractor is to prepare and review all submittals prior to submitting for Government approval.

Identify submittals with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Each submittal description (SD) shall be tabbed appropriately and be complete per the specification. Included information shall be highlighted, clearly identifying the product(s) being submitted for review. Mark submittal, with the following:

a. Project title and location

b. Construction contract number

c. Date of the drawings and revisions

d. Section number and paragraph of the specification section by which submittal is required

e. Submittal description (SD) number of each component of submittal

f. When a resubmission, add numerical suffix on submittal description. For example, submittal 18 would become 18.1, to indicate resubmission. One copy of the rejected ENG Form 4025 and any associated continuation sheets shall be included with each re-submittal.

Construction material that does not have a specification shall be submitted for government approval and follow manufactures installation guidance for installation and construction.