Technical_Exhibit_A_-_Specification_Documents.pdf

PDF 8 MB Posted Aug 16, 2016

Attached to: Repair Casey Library Envelope Federal contract opportunity
Solicitation number: W91151-16-B-0010
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

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Exhibit A Specifications

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sign_in_sheet_2016-09-12-095950.pdf	PDF	Sep 12, 2016
Amendment_0001_16-B-0010_Ft_Hood_Answers_to_RFI's_9_Sep_16.pdf	PDF	Sep 9, 2016
Attachment_1-Appendix_A_01-11-2016.pdf	PDF	Aug 16, 2016
Technical_Exhibit_B_-_Drawings.pdf	PDF	Aug 16, 2016
Technical_Exhibit_C_-_As_Builts.pdf	PDF	Aug 16, 2016
Released_Solicitation_16-B-0010_Ft_Hood_Bldg_3202_16_Aug_16.pdf	PDF	Aug 16, 2016
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Headquarters III Corps, Fort Hood Directorate of Public Works (DPW)

Technical Exhibit “A”

REPAIR BUILDING ENVELOPE

SPECIFICATIONS

November 18, 2015

Contract No. W91151‐13‐C‐XXXX

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

Fort Hood, TX 76544

SUBMIT

APPROVA

NEEDED

MATERIA

NEEDED

A C

N C

O D

DATE OF

ACTION

DATE

FWD TO

OTHER

REVIEWE

DATE

RCD

FROM

OTH

REVIEWE

A C

N C

O D

DATE OF

ACTION

(a) (b) (c) (d) (e) (g) (h) (i) (j) (k) (m) (n) (o) (p) 01 32 01.00 10 SD-01 Preconstruction Submittals

Project Schedule 3.4 01 35 23.00 40 SD-01 Preconstruction Submittals

Contractor's Health and Safety 1.3.1 Plan SD-06 Test Reports Protection Plan 1.3.2 License Certificates 1.11

01 35 29 SD-01 Preconstruction Submittals Activity Hazard Analysis Accident Reports

01 45 01.00 20 SD-03 Product Data Contractor Quality Control Plan 3.2

(QCP)

01 57 20.00 10 SD-01 Preconstruction Submittals Air Program Submittals Contractor Hazardous Material 3.3.1 Inventory and Consumption Log SD-11 Closeout Submittals Contractor Hazardous Material 3.3.1 Inventory and Consumption Log Air Program Submittals Emission Inventory Weight Tickets 3.9.2

01 77 00 SD-10 Operation and Maintenance Data Equipment/Product Warranty List SD-11 Closeout Submittals Certification of EPA Designated Items Form DD1354 (and Appendix D where applicable) Final Record Drawings

02 41 00 SD-01 Preconstruction Submittals

Demolition Plan

SD-07 Certificates

S S

A T

G O

V T

O R

A /E

R E

W E

CONTRACTOR: SCHEDULE CONTRACTOR APPROVING AUTHORITY

SUBMITTAL REGISTER CONTRACT NO.

CA900375P - REPAIR BUILDING ENVELOPE AT BUILDING 3202 CONTRACTOR

B E

T A

N B

T A

O F

C O

N T

E N

T S

A C

N O

T R

A N

S M

A L N

S P E C

S E C T DESCRIPTION ITEM SUBMITTED

P A

R A

G R

A P

DATE FWD TO APPR

AUTH/

DATE RCD FROM

CONTR

(f) (l)

D E

FIO

Notification Forms submitted to

Texas Department of State Health

Services

SD-11 Closeout Submittals

Receipts

02 82 18.00 20 SD-06 Test Reports

Air sampling results 1.5.4

Clearance sampling 3.2.8.2

SD-07 Certificates

Mold remediation plan 1.3.9

Private qualified person documentation (Mold assessors, remediators)

Contractor's license 1.5.3

Responsible person

Notifications 1.3.4

SD-11 Closeout Submittals

Notifications 1.3.4

04 01 41 SD-03 Product Data

Cleaning and Restoration

Methods

05 40 00 SD-02 Shop Drawings

Framing Components 1.5.1

SD-03 Product Data studs,joists 2.1

SD-05 Design Data

Metal framing calculations 1.5.2

Welds 3.1.1

06 20 00 SD-03 Product Data

Cabinetry hardware

SD-04 Samples

Moldings

Fascias and Trim 2.3

07 24 00 SD-03 Product Data

Sheathing board 2.2

Vapor Barrier

Thermal insulation 2.6

Adhesive

Mechanical Fasteners 2.5

Accessories 2.12

Base coat 2.7

Portland cement 2.8

Reinforcing fabric 2.9

Finish coat 2.10

Joint Sealant 2.13

Sealant Primer

Bond breaker 2.14

Backer Rod 2.15

Insulation Board

Warranty

SD-04 Samples

Sample Boards

M O

E N

E E

G C

O N

T R

O L

A N

P O

S A

L O

F M

C O

N T

A M

T E

D M

A T

E R

FIO

R E

S T

O R

A T

N I

C O

L D

- F O

R M

A L F

R A

G F

P E

N T

R Y

E X

T E

S U

A N

D F

H S

Y S

SD-07 Certificates

Qualifications of EIFS 1.4.1

Manufacturer

Qualification of EIFS Installer 1.4.2

Qualification of Sealant

Applicator

SD-08 Manufacturer’s Instructions

Installation 3.3 07 60 00 SD-02 Shop Drawings

07 92 00 SD-03 Product Data

Sealants 2.1

Backstops 2.4

08 51 13.00 20 SD-02 Shop Drawings

Windows 2.1

Fabrication Drawings

SD-03 Product Data

Windows 2.1

Hardware 2.2.5.1

Weatherstripping 2.2.2

Accessories 2.2.5

SD-05 Design Data

Structural calculations for deflection

08 81 00 SD-02 Shop Drawings

Installation

SD-03 Product Data

Insulating Glass

Glazing Accessories 1.3

SD-07 Certificates

Insulating Glass

Laminated Glass

09 29 00 SD-03 Product Data

Cementitious backer units

Gypsum Board 2.1.1

Accessories 2.1.7

SD-08 Manufacturer’s Instructions

Material Safety Data Sheets

09 51 00 SD-03 Product Data

Acoustical Ceiling Systems

SD-07 Certificates

Acoustic Ceiling Tiles and

Suspension System

09 68 00 SD-03 Product Data

Carpet 2.1

Installation 3.4

SD-04 Samples

Carpet 2.1

SD-07 Certificates

A L

U M

M W

O W

S G

L A

FIO

S T

E M

S F

G A

N D

S H

E E

T M

E T

A L

N T

G Y

P S

U M

B O

A R

D A

C O

U S

A L

C E

ILIN

S C

A R

Carpet 2.1

09 90 00 SD-03 Product Data

Coating 3.4.4

SD-08 Manufacturer’s Instructions

Manufacturer's Material Safety 1.6.2

Data Sheets

10 26 13 SD-03 Product Data

Corner Guards 2.2

13 34 19 SD-01 Preconstruction Submittals

Manufacturer's Qualifications 1.6.2

SD-02 Shop Drawings

Shop and Detail Drawings

SD-05 Design Data descriptive and technical literature building design analysis

26 05 00.00 40 SD-06 Test Reports

Continuity Test 3.14

Phase-Rotation Tests 3.14

C O

M M

S U

FIO

P A

S A

G S

W A

L L

C O

R N

U A

R D

M E

T A

L B

S T

(q) (r)

MAILED

CONTR/

DATE

RCD FRM

APPR

AUTH

REMARK

Fort Hood Specifications October 16, 2014

DPWSPECS TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 27 JU SUMMARY OF WORK

01 32 01.00 10 1 FEB PROJECT SCHEDULE

01 33 00 1 FEB SUBMITTAL PROCEDURES

01 35 13 1 FEB SPECIAL PROJECT PROCEDURES

01 35 23.00 40 1 FEB OWNER SAFETY REQUIREMENTS

01 35 29 1 FEB SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 45 01.00 20 21 AP QUALITY CONTROL (QC)

01 57 20.00 10 21 MA ENVIRONMENTAL PROTECTION

01 77 00 1 FEB CLOSEOUT PROCEDURES

01 78 23 1 FEB OPERATION AND MAINTENANCE DATA

01 80 00 1 FEB UTILITIES

DIVISION 02 - EXISTING CONDITIONS

02 41 00 09/14 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

MASTER TABLE OF CONTENTS Page 1

08 33 23 07/14 OVERHEAD COILING DOORS

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

MASTER TABLE OF CONTENTS Page 2

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

MASTER TABLE OF CONTENTS Page 3

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

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

MASTER TABLE OF CONTENTS Page 4

32 01 16.17 08/14 COLD MILLING OF BITUMINOUS PAVEMENTS

32 01 17.16 SEALING OF CRACKS IN BITUMINOUS PAVEMENTS

32 01 17 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 10/06 SEEDING

32 92 23 04/06 SODDING

32 93 00 02/10 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

MASTER TABLE OF CONTENTS Page 5

33 40 00 02/10 STORM DRAINAGE UTILITIES

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 02/14 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Master Table of Contents --

MASTER TABLE OF CONTENTS Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 Project Location

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Project Duration

1.3 CONTRACT DRAWINGS

1.4 OCCUPANCY OF PREMISES

1.5 Project Construction Sign

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 Project Location

The work shall be located at Bldg [], Located at the intersection of [] and [], Fort Hood Texas. The exact location will be shown by the Contracting Officer.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Project Duration

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

1.3 CONTRACT DRAWINGS

The following drawings accompany this specification and are a part thereof.

G-101 Cover

One set of solicitation documents, including plans, specifications, and miscellaneous data, will be furnished to the contractor on CD in Adobe PDF format. After award, one set of Adobe PDF contract drawings and PDF specifications, and one set of Microstation format drawings (if available) will be furnished to the Contractor on CD. Reference publications will not be furnished.

Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.

1.4 OCCUPANCY OF PREMISES

Building(s) will not be occupied during performance of work under this Contract.

1.5 Project Construction Sign

Not Required.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUALIFICATIONS

PART 2 PRODUCTS Not Applicable

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Approved Project Schedule

3.1.2 Schedule Progress Reports

3.1.3 Default Terms

3.2 BASIS FOR PAYMENT AND COST LOADING

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Government Activities

3.3.2 Project Start Date

3.3.3 Scheduled Project Completion

3.4 PROJECT SCHEDULE SUBMISSIONS

3.5 PERIODIC SCHEDULE UPDATE MEETINGS

3.6 REQUEST FOR TIME EXTENSIONS

3.6.1 Justification of Delay

3.6.2 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

-- End of Section Table of Contents --

SECTION 01 32 01.00 10

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

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

Federal Acquisition Regulation

52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS

Federal Acquisition Regulation

52.211-13 TIME EXTENSIONS

1.2 SUBMITTALS

The following shall be submitted in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Schedule

1.3 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 experienced in scheduling projects similar in nature and complexity to this project and shall be experienced in the use of the scheduling software that meets the requirements of this specification.

PART 2 PRODUCTS

Not Applicable

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to Special Requirements Section, 00800 PROGRESS SCHEDULES AND REPORTS. Show in the schedule the sequence of work elements in which the Contractor proposes to perform the work, and dates on which the Contractor contemplates starting and completing all schedule activities. The scheduling of the entire project is required. Contractor management personnel shall actively participate in its development. Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. The schedule must be a forward planning as well as a project monitoring tool. The following information shall be shown at the top of the project schedule (format in Appendix A):

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 approved blocks

h. COR's name, with signature and date approved 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

3.1.1 Approved Project Schedule

The approved Project Schedule shall be used to measure the performance period of the work and to aid in evaluating time extensions. The schedule shall provide the basis for all progress payments. If the Contractor fails to submit the schedule within the time prescribed, the COR may withhold approval of progress payments until the Contractor submits the required schedule.

3.1.2 Schedule Progress Reports

Provide a bi-weekly Schedule Progress Report in which the performance period coincides with the approved Projects Schedule. The Schedule Progress Report is to be a signed original and two copies. If, in the opinion of the COR, the Contractor falls behind the approved schedule, the Contractor shall take steps necessary to improve its progress including those that may be required by the Contracting Officer, without additional cost to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction planned, and to submit for approval any supplementary schedule or schedules as the Contracting Officer deems necessary to demonstrate how the approved rate of progress shall be regained. The following information shall be provided in each progress report(format in Appendix A):

a. Contract number

b. Contractor's name and address

c. Notice To Proceed (NTP) Date

d. Biweekly Report Number (sequential)

e. Contract Completion Date

f. Project Number

g. COR's name, with signature and date approved blocks

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

i. Performance Period covered

j. Total % actual work completed by work element for contract

k. Total % scheduled work completed by work element for contract

l. If required, narrative justifying deviations from approved schedule

3.1.3 Default Terms

Failure of the Contractor to comply with the requirements of the Contracting Officer shall be grounds for a determination by the Contracting Officer that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the contract.

Upon making this determination, the Contracting Officer may terminate the Contractor's right to proceed with the work, or any separable part of it, in accordance with the default terms of the contract.

3.2 BASIS FOR PAYMENT AND COST LOADING

The Schedule Progress Report shall be used as the basis for determining contract earnings during each update period and therefore the amount of each progress payment. Lack of an approved schedule update or qualified scheduling personnel shall result in an inability of the COR to evaluate contract earned value for the purposes of payment. Failure of the Contractor to provide all required information shall result in the disapproval of the preliminary, initial and subsequent schedule updates.

In the event schedule revisions are directed by the Contracting Officer and those revisions have not been included in subsequent revisions or updates, the COR may hold retainage up to the maximum allowed by contract, each payment period, until such revisions to the Project Schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

The contractor shall submit a detailed project schedule showing all phases of work in a logical sequence, for approval, within 5 days after the Notice to Proceed and prior to the commencement of any on-site activity. The schedule shall be submitted as three originals signed by the Contractor.

In the event of a contract modification, a revised schedule shall be required.

3.3.1 Government Activities

Show Government and other agency activities that could impact progress.

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

3.3.2 Project Start Date

The schedule shall start no earlier than the date on which the NTP was acknowledged. Include as the first activity in the project schedule an activity called "Start Project"(or NTP). The "Start Project" activity shall have an "Estimated Start" constraint date equal to the date that the NTP was acknowledged, and have a zero day duration.

3.3.3 Scheduled Project Completion

The schedule interval shall extend from NTP date to the required contract completion date. The contract completion activity (End Project) shall finish based on the required contract duration, as adjusted for any approved contract time extensions. The first scheduled work period shall be the day after NTP is acknowledged by the Contractor.

3.4 PROJECT SCHEDULE SUBMISSIONS

Provide the submissions as described below. The reports required for each submission are contained in Section 01 33 00 SUBMITTAL PROCEDURES.

3.5 PERIODIC SCHEDULE UPDATE MEETINGS

At the direction of the COR, the Contractor shall conduct periodic schedule update meetings for the purposes of reviewing the Contractor's proposed out of sequence corrections, determining causes for delay, correcting logic, maintaining schedule accuracy and determining earned value.

3.6 REQUEST FOR TIME EXTENSIONS

In the event the Contractor believes it is entitled to an extension of the contract performance period or completion date, the Contractor shall furnish the following information for a determination by the Contracting Officer: justification, project schedule data, and supporting evidence as the Contracting Officer shall deem necessary. Submission of proof of excusable delay, based on revised schedule, duration, and costs (updated to the specific date that the delay occurred), is a condition precedent to any approvals by the Government. All justification documentation must be in writing and signed by a company official approved to commit the Contractor prior to the completion date of the contract.

3.6.1 Justification of Delay

The project schedule shall clearly display that the overall project schedule has been used in full due to the work involved with this request. The Contracting Officer's determination as to the number of allowable days of contract extension shall be based upon the project schedule updates in effect for the time period in question, and other factual information. Actual delays that are found to be caused by the Contractor's own actions, which result in a calculated schedule delay, shall not be a cause for an extension to the completion date.

3.6.2 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision is in accordance with FAR 52.211-13 TIME EXTENSIONS. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project and adversely affect activities. The delay must be beyond the control and without fault or negligence of the Contractor.

The following schedule of monthly anticipated adverse weather delays due to precipitation is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and shall constitute the base line for monthly weather time evaluations. The Contractor's project schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

TABLE 3.6.2 MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

KILLEEN, TX AREA (FORT HOOD)

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

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

Upon acknowledgment of the notice to proceed (NTP) and continuing throughout the contract, the Contractor shall record on the daily inspection report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated as shown in table 3.6.2, the Contracting Officer shall convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with FAR 52.211-13 TIME

EXTENSIONS.

-- End of Section --

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Approving Authority

1.2.3 Work

1.3 SUBMITTAL CLASSIFICATION

1.4 FORWARDING SUBMITTALS REQUIRING GOVERNMENT APPROVAL

1.5 PREPARATION

1.5.1 Transmittal Form

1.5.2 Identifying Submittals

1.5.3 Format for SD-02 Shop Drawings

1.5.4 Format of SD-03 Product Data and SD-08 Manufacturer's

Instructions

1.5.5 Format of SD-04 Samples

1.5.6 Format of SD-05 Design Data and SD-07 Certificates

1.5.7 Format of SD-06 Test Reports and SD-09 Manufacturer's Field

Reports

1.5.8 Format of SD-10 Operation and Maintenance Data (O&M)

1.5.9 Format of SD-01 Preconstruction Submittals and SD-11 Closeout

Submittals

1.6 QUANTITY OF SUBMITTALS

1.7 SUBMITTAL REGISTER

1.7.1 Use of Submittal Register

1.7.2 Contractor Action Code and Action Code

1.8 SCHEDULING

1.9 REVIEWING, CERTIFYING, APPROVING AUTHORITY

1.9.1 QC Organization Responsibilities

1.9.2 The Contracting Officer's Representative (COR) shall:

1.9.3 Review Notations

1.10 DISAPPROVED SUBMITTALS

1.11 APPROVED SUBMITTALS

1.12 APPROVED SAMPLES

1.13 WITHHOLDING OF PAYMENT

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 33 00

SUBMITTAL PROCEDURES

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.

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 required prior to a notice to proceed:

Certificates of insurance

Surety bonds

Submittals required prior to the start of construction on a contract:

Construction Project Schedule

Submittal register

Health and Safety 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

Office or 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 as listed on submittal register (shall be coded as G).

(b) For Information Only as listed on submittal register (shall be coded as FIO).

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 this specification, as soon as practicable after award of contract, and before procurement of fabrication; except when a specific timeframe is identified in the technical section.

Product and Material submittals - Forward to the assigned COR, all product and material submittals are due within 60 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.

1.5 PREPARATION

1.5.1 Transmittal Form

Transmit each submittal, except sample installations and sample panels (mock ups) to the COR. Transmit submittals with transmittal form (ENG Form 4025) prescribed by Contracting Officer. On the transmittal form identify Contractor, indicate date of submittal, include a date stamp from the Contracting Officer, and include information prescribed by transmittal form and required in paragraph entitled "Identifying Submittals."

Use the attached Appendix A sample transmittal form (ENG Form 4025) for submitting both Government approved and information only submittals.

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 each copy of each submittal identically, 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 alphabetic suffix on submittal description. For example, submittal 18 would become 18A, to indicate resubmission. One copy of the rejected ENG Form 4025 and any associated continuation sheets shall be included with each re-submittal.

1.5.3 Format for SD-02 Shop Drawings

a. Shop drawings are not to be less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full size patterns or templates.

Prepare drawings to accurate size, with scale indicated. Drawings are to be suitable for reproduction and be of a quality to produce clear, distinct lines and letters with dark lines on a white background.

b. Present full sized shop drawings as part of the bound volume for submittals required by section.

c. Include on each drawing the drawing title, number, date, and revision numbers and dates.

d. Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location adjacent to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

1.5.4 Format of SD-03 Product Data and SD-08 Manufacturer's Instructions

a. Present product data submittals for each section as a complete, bound volume. Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted; indicate specification section number and paragraph number to which it pertains.

c. Provide product data in English units.

d. Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data.

e. Where equipment or materials are specified to conform to industry and technical society reference standards, submit proof of such compliance. The label or listing by the specified organization shall be acceptable evidence of compliance.

1.5.5 Format of SD-04 Samples

a. Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:

(1) Sample of Materials Less Than 2 by 3 inches: Built up to A4 8 1/2 by 11 inches.

(2) Sample of Materials Exceeding A4 8 1/2 by 11 inches: Cut down to A4 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

(3) Color Selection Samples: 2 by 4 inches. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified. Sizes and quantities of samples are to represent their respective standard unit.

(4) Sample Panel: 4 by 4 feet.

(5) Sample Installation: 100 square feet.

b. When color, texture or pattern is specified by naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

1.5.6 Format of SD-05 Design Data and SD-07 Certificates

Provide design data and certificates on 8 1/2 by 11 inches paper. Provide a bound volume for submittals containing numerous pages.

1.5.7 Format of SD-06 Test Reports and SD-09 Manufacturer's Field Reports

Provide reports on 8 1/2 by 11 inches paper in a complete bound volume.

1.5.8 Format of SD-10 Operation and Maintenance Data (O&M)

Comply with the requirements specified in Section 01 78 23 OPERATION AND MAINTENANCE DATA for O&M Data format.

1.5.9 Format of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

Provide all dimensions in administrative submittals in English.

1.6 QUANTITY OF SUBMITTALS

Submit one original and two copies of ENG FORM 4025, and one copy and/or sample of the submittal material(s) listed on ENG FORM 4025.

1.7 SUBMITTAL REGISTER

Maintain submittal register, as the work progresses. Do not change data which is provided by the Government in columns (c), (d), (e), and (f);

retain and update data which is approved or as noted by Government in columns (a), (g), (h), and (i). A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

1.7.1 Use of Submittal Register

Submit submittal register with with each payment requested. Verify that all submittals required for project are listed and add missing submittals.

Coordinate and complete all fields on the register.

1.7.2 Contractor Action Code and Action Code

Entries for columns (j) and (o), are to be used are as prescribed by Transmittal Form.

1.8 SCHEDULING

a. No delay damages or time extensions shall be allowed for time lost in late submittals.

b. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work shall not be delayed by submittal processing. Allow for potential resubmittal of requirements.

c. Prior to the start of any construction, provide for approval by the COR all preconstruction submittals.

d. Within 60 calendar days of contract award, provide for approval by the COR all other product and material submittals to be incorporated into the project.

1.9 REVIEWING, CERTIFYING, APPROVING AUTHORITY

The QC Manager (QCM) is responsible for reviewing and certifying that submittals are in compliance with contract requirements. Contractor approving authority on submittals is the QCM.

1.9.1 QC Organization Responsibilities

a. Review each submittal; and check and coordinate each submittal with requirements of work and contract documents.

b. Review submittals for conformance with project design concepts and compliance with contract documents.

c. Sign certifying statement or approval statement. The QCM is the designated person signing certifying statements. The use of original ink for signatures is required. Stamped signatures are not acceptable.

d. Update submittal register as submittal actions occur and maintain the submittal register at project site until final acceptance of all work by COR.

1.9.2 The Contracting Officer's Representative (COR) shall:

a. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

b. Identify returned submittals with one of the actions defined in paragraph entitled "Review Notations" and with markings appropriate for action indicated.

Upon completion of review of submittals, date approved submittals. Two copies of the approved submittal shall be retained by the COR and one copy of the submittal shall be returned to the Contractor.

1.9.3 Review Notations

COR's review shall be completed within 14 calendar days after date of submission. Submittals shall be returned to the Contractor with the following notations:

a. Submittals marked "approved" or "accepted" authorize the Contractor to proceed with the work covered.

b. Submittals marked "approved except as noted on drawings" authorize the Contractor to proceed with the work covered provided he takes no exception to the corrections.

c. Submittals marked "not approved" or disapproved," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved.

d. Submittals marked "not reviewed" shall indicate submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" shall be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

1.10 DISAPPROVED SUBMITTALS

Contractor shall make corrections required by the COR. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the clause entitled, "Changes" is to be given to the COR.

Contractor is responsible for the dimensions and design of connection details and construction of work. Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, the Contractor shall make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.11 APPROVED SUBMITTALS

The COR's approval of submittals is not to be construed as a complete and thorough check of the adequacy of the submittal. Approval or acceptance shall not relieve the Contractor of the responsibility for any error which may exist.

1.12 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not to be considered approval to change or modify any contract requirements. Before submitting samples, the Contractor is to assure that the materials or equipment shall be available in quantities and in adequate time as required by the project schedule. No change or substitution shall be permitted after a sample has been approved.

Match the approved samples for Materials and equipment incorporated in the work.

Failure of any materials to pass the specified tests shall be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material.

Samples of various materials or equipment delivered on the site or in place may be taken by the COR for testing. Samples failing to meet contract requirements shall automatically void previous approvals. Contractor shall replace such materials or equipment to meet contract requirements.

1.13 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work shall not be made if required approvals have not been obtained. No payment for materials incorporated in the work shall be made if all required Designer of Record or required Government approvals have not been previously obtained. No payment shall be made for any materials incorporated into the work for any conformance review submittals or information only submittals found to contain errors or deviations from the Contract.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 13

SPECIAL PROJECT PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

1.2 SUMMARY

1.3 SUBMITTALS

1.4 FORT HOOD AIRFIELD ACCESS

1.5 DIGGING PERMITS, STORM WATER, POLLUTION PREVENTION PLAN (SWPPP)

REQUIREMENTS, ARMY RADIATION AND WATER USE PERMITS

1.5.1 Digging Permits

1.5.2 SWPPP Requirement

1.5.3 Army Radiation Permit

1.5.4 Water Use Permit

1.6…

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File details come from the government source that posted it. Updated Nov 14, 2017.