Moose_Waste_Water_-_Volume_I_Specs.pdf
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- P16PS01023
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WWTP_Vol I Specifications
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GRTE – WASTEWATER TREATMENT
MOOSE, WY 9/4/2015
01 00 00 - 1
SPECIFICATIONS TABLE OF CONTENTS
SPECIFICATIONS
VOLUME 1
| GRTE | 149677 | |
| MOOSE | WASTEWATER | SYSTEM |
IMPROVEMENTS
(ADDRESS CRITICAL MOOSE WASTEWATER SYSTEM DEFICIENCIES)
01 00 00 - 2
TABLE OF CONTENTS
VOLUME 1
DIVISION 01 ‐ GENERAL REQUIREMENTS
| 01 | 10 | 00 | CONTRACT | MODIFICATION | PROCEDURES | ............................................................................... | |
| 01 | 11 | 00 | SUMMARY | OF | WORK | ................................................................................................................ |
| a. GEOTECHNICAL | INVESTIGATION | ................................................................................ | |
| b. FONSI | MITIGATION | ............................................................................................................ | |
| c. HAZARDOUS | MATERIAL | TESTING | .............................................................................. |
| 01 | 12 | 00 | NATURAL | FEATURES | PROTECTION | ............................................................................................ | ||
| 01 | 27 | 00 | DEFINITION | OF | CONTRACT | LINE | ITEMS | ........................................................................... |
| 01 | 31 | 00 | PROJECT | MANAGEMENT | & | COORDINATION | .................................................................... | |
| 01 | 32 | 16 | CONSTRUCTION | SCHEDULE | ........................................................................................................... | |||
| 01 | 32 | 33 | PHOTOGRAPHIC | AND | VIDEO | DOCUMENTATION | ........................................................... | |
| 01 | 33 | 23 | SUBMITTAL | PROCEDURES | ............................................................................................................. |
| a. LIST | OF | MATERIAL | SUBMITTALS | ................................................................................ | |
| 01 | 35 | 23 | SAFETY | REQUIREMENTS | ................................................................................................................ |
| 01 | 40 | 00 | QUALITY | REQUIREMENTS | .............................................................................................................. |
| STATEMENT | OF | STRUCTURAL | TESTS | & | SPECIAL | INSPECTIONS | .......................... | |
| 01 | 42 | 00 | REFERENCES.......................................................................................................................... | .... | ||||
| 01 | 50 | 00 | TEMPORARY | FACILITIES | AND | CONTROLS................................................................ | ....... | |
| 01 | 55 | 26 | TRAFFIC | CONTROL | ........................................................................................................................... | |||
| 01 | 57 | 19.11 | INDOOR | AIR | QUALITY | MANAGEMENT | ............................................................................... | |
| 01 | 57 | 19.12 | NOISE | & | ACOUSTICS | MANAGEMENT | ................................................................................... | |
| 01 | 57 | 23 | TEMPORARY | STORM | WATER | POLLUTION | PREVENTION | ........................................... |
| a. SWPPP | – | NOTICE | OF | TRANSFER | AND | ACCEPTANCE | .......................................... | |
| 01 | 67 | 00 | PRODUCT | REQUIREMENTS | ............................................................................................................ | |||
| 01 | 73 | 40 | EXECUTION | .................................................................................................................................. | ||||
| 01 | 74 | 19 | CONSTRUCTION | WASTE | MANAGEMENT | AND | DISPOSAL | ............................................ |
| PROJECT | WASTE | MANAGEMENT | PLAN | WORKSHEET | ............................................... |
| STANDARD | SOLID | WASTE | CONVERSIONS | ..................................................................... |
| 01 | 77 | 00 | CLOSEOUT | PROCEDURES | ................................................................................................................ | |||||||||||
| 01 | 78 | 23 | OPERATION | AND | MAINTENANCE | DATA | ............................................................................ | |||||||||
| 01 | 79 | 00 | DEMONSTRATION | AND | TRAINING | .............................................................................................. | ||||||||||
| 01 | 81 | 13 | SUSTAINABLE | DESIGN | REQUIREMENTS | FOR | NON‐LEED | PROJECTS | ........................ | |||||||
| 01 | 91 | 14 | COMMISSIONING | ........................................................................................................................ | ||||||||||||
| 01 | 92 | 00 | CLOSEOUT | AND | OPERATION | & | MAINTENANCE | REQUIREMENTS | ............................... |
DIVISION 02 – EXISTING CONDITIONS
02 41 16 STRUCTURE DEMOLITION
DIVISION 03 – CONCRETE
| 03 | 30 | 00 | CAST‐IN‐PLACE | CONCRETE | ............................................................................................................ | |
| 03 | 37 | 00 | CONCRETE | CURING | .................................................................................................................... | |
| 03 | 41 | 00 | PRECAST | STRUCTURAL | CONCRETE | ..................................................................................... |
| 03 | 60 | 00 | GROUTING | .................................................................................................................................... |
01 00 00 - 3
DIVISION 04 – MASONRY
04 22 00 CONCRETE UNIT MASONRY
DIVISION 05 – METALS
| 05 | 12 | 00 | STRUCTURAL | STEEL | FRAMING | ............................................................................................. | ||
| 05 | 21 | 00 | STEEL | JOIST | FRAMING | ............................................................................................................. | ||
| 05 | 31 | 00 | STEEL | DECKING | .......................................................................................................................... | |||
| 05 | 40 | 00 | COLD | FORMED | METAL | FRAMING | ......................................................................................... | |
| 05 | 50 | 00 | METAL | FABRICATIONS | ............................................................................................................ | |||
| 05 | 50 | 10 | ANCHOR | BOLTS | AND | EXPANSION | ANCHORS | ................................................................... |
DIVISION 06 – WOOD, PLASTICS AND COMPOSITES
| 06 | 10 | 00 | ROUGH | CARPENTRY. | ................................................................................................................ | |
| 06 | 16 | 00 | SHEATHING | ................................................................................................................................. | ||
| 06 | 64 | 00 | PLASTIC | PANELING | ................................................................................................................... | |
| 06 | 82 | 00 | GLASS‐FIBER‐REINFORCED | PLASTIC | FABRICATIONS | .................................................. |
DIVISION 07 – THERMAL AND MOISTURE PROTECTION
| 07 | 11 | 13 | BITUMINOUS | DAMPROOFING | ............................................................................................... | |||
| 07 | 13 | 26 | SELF‐ADHERING | SHEET | WATERPROOFING | ..................................................................... | ||
| 07 | 16 | 16 | CRYSTALLINE | WATERPROOFING | ........................................................................................ | |||
| 07 | 21 | 00 | THERMAL | INSULATION | ........................................................................................................... | |||
| 07 | 25 | 00 | WEATHER | BARRIERS | ............................................................................................................... | |||
| 07 | 26 | 00 | VAPOR | RETARDERS | .................................................................................................................. | |||
| 07 | 41 | 13.16 | STANDING‐SEAM | METAL | ROOF | PANELS | ........................................................................... | |
| 07 | 46 | 19 | STEEL | SIDING | .............................................................................................................................. | |||
| 07 | 62 | 00 | SHEET | METAL | FLASHING | AND | TRIM | .................................................................................. |
| 07 | 72 | 53 | SNOW | GUARDS | ........................................................................................................................... | |||
| 07 | 84 | 43 | JOINT | FIRESTOPPING | ............................................................................................................... | |||
| 07 | 92 | 00 | JOINT | SEALANTS | ........................................................................................................................ |
VOLUME 2
DIVISION 08 – OPENINGS
| 08 | 11 | 13 | HOLLOW | METAL | DOORS | AND | FRAMES | ............................................................................. |
| 08 | 31 | 00 | FLOOR | ACCESS | DOOR | ............................................................................................................... | ||
| 08 | 33 | 23 | OVERHEAD | COILING | DOORS | .................................................................................................. | ||
| 08 | 51 | 13 | ALUMINUM | WINDOWS | ............................................................................................................ | |||
| 08 | 71 | 00 | DOOR | HARDWARE | .................................................................................................................... | |||
| 08 | 80 | 00 | GLAZING | ........................................................................................................................................ | ||||
| 08 | 91 | 19 | FIXED | LOUVERS | ......................................................................................................................... |
01 00 00 - 4
DIVISION 09 – FINISHES
| 09 | 22 | 16 | NON‐STRUCTURAL | METAL | FRAMING | ................................................................................ | |
| 09 | 29 | 00 | GYPSUM | BOARD | ......................................................................................................................... | ||
| 09 | 30 | 00 | TILING | ........................................................................................................................................... | |||
| 09 | 65 | 13 | RESILIENT | BASE | AND | ACCESSORIES | ................................................................................... |
| 09 | 65 | 19 | RESILIENT | TILE | FLOORING | .................................................................................................... | |
| 09 | 72 | 00 | WALL | COVERINGS | ..................................................................................................................... | ||
| 09 | 91 | 13 | EXTERIOR | PAINTING | ................................................................................................................ | ||
| 09 | 91 | 23 | INTERIOR | PAINTING | ................................................................................................................ | ||
| 09 | 96 | 00 | HIGH‐PERFORMANCE | COATINGS | ......................................................................................... |
DIVISION 10 – SPECIALTIES
| 10 | 14 | 23 | PANEL | SIGNAGE | ......................................................................................................................... | |||
| 10 | 26 | 00 | WALL | AND | DOOR | PROTECTION | ........................................................................................... | |
| 10 | 28 | 00 | TOILET, | BATH, | AND | LAUNDRY | ACCESSORIES | ................................................................. |
DIVISION 11 – EQUIPMENT
11 31 00 RESIDENTIAL APPLIANCES
DIVISION 12 – FURNISHINGS
| 12 | 21 | 13 | HORIZONTAL | LOUVER | BLINDS | ............................................................................................. |
| 12 | 35 | 53.16 | PLASTIC‐LAMINATE‐CLAD | LABORATORY | CASEWORK | ................................................ |
DIVISION 13 – SPECIAL CONSTRUCTION
(NOT USED)
DIVISION 14 – CONVEYING EQUIPMENT
(NOT USED)
DIVISION 21 – FIRE SUPPRESSION
(NOT USED)
DIVISION 22 – PLUMBING
| 22 | 05 | 17 | SLEEVES | AND | SLEEVE | SEALS | FOR | PLUMBING | PIPING | .................................................. | |
| 22 | 05 | 18 | ESCUTCHEONS | FOR | PLUMBING | PIPIN | ................................................................................ | ||||
| 22 | 05 | 23 | GENERAL‐DUTY | VALVES | FOR | PLUMBING | PIPING | .......................................................... | |||
| 22 | 05 | 29 | HANGERS | AND | SUPPORTS | FOR | PLUMBING | PIPING | AND | EQUIPMENT | ................... |
| 22 | 07 | 19 | PLUMBING | PIPING | INSULATION | .......................................................................................... | |||||
| 22 | 11 | 16 | DOMESTIC | WATER | PIPING | ..................................................................................................... | |||||
| 22 | 11 | 19 | DOMESTIC | WATER | PIPING | SPECIALTIES | .......................................................................... | ||||
| 22 | 13 | 16 | SANITARY | WASTE | AND | VENT | PIPING | ................................................................................ |
01 00 00 - 5
| 22 | 13 | 19 | SANITARY | WASTE | PIPING | SPECIALTIES | ........................................................................... |
| 22 | 33 | 00 | ELECTRIC, | DOMESTIC‐WATER | HEATERS | .......................................................................... | |
| 22 | 42 | 13.13 | COMMERCIAL | WATER | CLOSETS | ........................................................................................... | |
| 22 | 42 | 16.13 | COMMERCIAL | LAVATORIES | ................................................................................................... | ||
| 22 | 42 | 16.16 | COMMERCIAL | SINKS | ................................................................................................................. | ||
| 22 | 42 | 23 | SHOWER | FAUCETS | .................................................................................................................... | ||
| 22 | 45 | 00 | EMERGENCY | PLUMBING | FIXTURES | ..................................................................................... |
DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING
| 23 | 05 | 13 | COMMON | MOTOR | REQUIREMENTS | FOR | HVAC | EQUIPMENT...................................... | |
| 23 | 05 | 48 | VIBRATION | AND | SEISMIC | CONTROLS | FOR | HVAC | ........................................................... |
| 23 | 05 | 53 | IDENTIFICATION | FOR | HVAC | PIPING | AND | EQUIPMENT | ............................................... |
| 23 | 05 | 93 | TESTING, | ADJUSTING, | AND | BALANCING | HVAC | ............................................................... | |
| 23 | 07 | 13 | DUCT | INSULATION | .................................................................................................................... | ||||
| 23 | 09 | 23.12 | CONTROL | DAMPERS | ................................................................................................................. | ||||
| 23 | 31 | 13 | METAL | DUCTS | ............................................................................................................................. | ||||
| 23 | 31 | 19 | HVAC | CASINGS | ............................................................................................................................ | ||||
| 23 | 33 | 00 | AIR | DUCT | ACCESSORIES | .......................................................................................................... | |||
| 23 | 34 | 16 | CENTRIFUGAL | HVAC | FANS | ..................................................................................................... | |||
| 23 | 34 | 23 | HVAC | POWER | VENTILATORS | ................................................................................................ | |||
| 23 | 37 | 13 | DIFUSERS, | REGISTERS, | AND | GRILLES | ................................................................................. | ||
| 23 | 74 | 33 | DEDICATED | OUTDOOR | AIR | UNITS | ...................................................................................... | ||
| 23 | 81 | 26 | SPLIT‐SYSTEM | AIR‐CONDITIONERS | ................................................................................... | ||||
| 23 | 82 | 16 | ELECTRIC‐RESISTANCE | AIR | COILS | ...................................................................................... | |||
| 23 | 82 | 39 | UNIT | HEATERS | ........................................................................................................................... |
DIVISION 25 – INTEGRATED AUTOMATION
| 25 | 30 | 00 | INSTRUMENTATION | AND | CONTROL | FOR | PROCESS | SYSTEMS | ................................... |
| 25 | 51 | 00 | INTEGRATED | AUTOMATION | CONTROL | OF | FACILITY | EQUIPMENT | ......................... |
DIVISION 26 – ELECTRICAL
| 26 | 00 | 00 | BASIC | ELECTRICAL | REQUIREMENTS | .................................................................................. | ||||||
| 26 | 05 | 19 | LOW | VOLTAGE | ELECTRICAL | POWER | CONDUCTORS | AND | CABLES | .......................... | ||
| 26 | 05 | 23 | CONTROL‐VOLTAGE | ELECTRICAL | POWER | CABLES | ....................................................... | |||||
| 26 | 05 | 26 | GROUNDING | AND | BONDING | FOR | ELECTRICAL | SYSTEMS | ............................................ | |||
| 26 | 05 | 29 | HANGERS | AND | SUPPORTS | FOR | ELECTRICAL | SYSTEMS | ............................................... | |||
| 26 | 05 | 33.10 | RACEWAYS | ................................................................................................................................... | ||||||||
| 26 | 05 | 33.20 | BOXES, | ENCLOSURES | AND | CABINETS | ................................................................................. | |||||
| 26 | 05 | 36 | CABLE | TRAYS | FOR | ELECTRICAL | SYSTEMS | ........................................................................ | ||||
| 26 | 05 | 43 | UNDERGROUND | DUCTS | AND | RACEWAYS | FOR | ELECTRICAL | SYSTEMS | ................... | ||
| 26 | 05 | 44 | SLEEVES | AND | SLEEVE | SEALS | FOR | ELECTRICAL | RACEWAYS | AND | CABLING | .......... |
| 26 | 05 | 48 | VIBRATION | AND | SEISMIC | CONTROLS | FOR | ELECTRICAL | SYSTEMS | .......................... | ||
| 26 | 05 | 53 | ELECTRICAL | SYSTEMS | IDENTIFICATIONS | ........................................................................ | ||||||
| 26 | 05 | 73 | OVERCURRENT | PROTECTIVE | DEVICE | COORDINATION | STUDY | AND | ARC | FLASH |
| HAZARD | ANALYSIS | .................................................................................................................. | |||||
| 26 | 05 | 83 | EQUIPMENT | WIRING | SYSTEMS | ............................................................................................. | |
| 26 | 05 | 93 | ELECTRICAL | SYSTEMS | FIRE | STOPPING | ............................................................................. |
01 00 00 - 6
| 26 | 09 | 35 | TELEPHONE | AUTOMATIC | DIALER | SYSTEM | ...................................................................... | |
| 26 | 22 | 00 | LOW‐VOLTAGE | TRANSFORMERS | ......................................................................................... | |||
| 26 | 24 | 16 | PANELBOARDS | ........................................................................................................................... | ||||
| 26 | 24 | 17 | ROLL‐UP | GENERATOR | TERMINATION | CABINET | ............................................................ | |
| 26 | 27 | 13 | ELECTRICITY | METERING | ||||
| 26 | 27 | 26 | WIRING | DEVICES | ....................................................................................................................... | |||
| 26 | 28 | 13 | FUSES | ............................................................................................................................................. | ||||
| 26 | 28 | 16 | ENCLOSED | SWITCHES | AND | CIRCUIT | BREAKERS | ............................................................ |
| 26 | 29 | 13 | ENCLOSED | CONTROLLERS | ...................................................................................................... | |||
| 26 | 29 | 23 | VARIABLE‐FREQUENCY | MOTOR | CONTROLLERS | ............................................................ | ||
| 26 | 32 | 13 | ENGINE | GENERATORS | .............................................................................................................. | |||
| 26 | 36 | 00 | TRANSFER | SWITCHES | .............................................................................................................. | |||
| 26 | 41 | 13 | LIGHTNING | PROTECTION | ....................................................................................................... | |||
| 26 | 43 | 00 | TRANSIENT | VOLTAGE | SUPPRESSION | ................................................................................. | ||
| 26 | 51 | 00 | INTERIOR | LIGHTING | AND | EXTERIOR | LIGHTING | ............................................................ |
| 26 | 90 | 30 | PROGRAMMABLE | LOGIC | CONTROLLERS | .......................................................................... |
VOLUME 3
DIVISION 27 – COMMUNICATIONS
| 27 | 05 | 28 | PATHWAYS | FOR | COMMUNICATIONS | SYSTEMS | .............................................................. | |
| 27 | 10 | 00 | COMMUNICATIONS | AND | SECURITY | GENERAL | REQUIREMENTS | ............................... |
| 27 | 13 | 23 | FIBER | OPTIC | CABLE | DISTRIBUTION | SYSTEM………………………………………………….. |
DIVISION 28 – ELECTRONICS SAFETY AND SECURITY
| 28 | 16 | 11 | INTRUSION | DETECTION | SYSTEM | ......................................................................................... | ||
| 28 | 31 | 11 | DIGITAL, | ADDRESSABLE | FIRE | ALARM | SYSTEM | .............................................................. |
DIVISION 31 – EARTHWORK
| 31 | 05 | 13 | SOILS | FOR | EARTHWORK......................................................................................................... | |
| 31 | 05 | 16 | AGGREGATES | FOR | EARTHWORK | ......................................................................................... |
| 31 | 10 | 00 | SITE | CLEARING | ........................................................................................................................... | |
| 31 | 23 | 16 | EXCAVATION | ............................................................................................................................... | ||
| 31 | 23 | 17 | TRENCHING | ................................................................................................................................. | ||
| 31 | 23 | 18 | ROCK | REMOVAL | ......................................................................................................................... | |
| 31 | 23 | 19 | DEWATERING | ............................................................................................................................. | ||
| 31 | 23 | 23 | FILL | ................................................................................................................................................. | ||
| 31 | 23 | 24 | FLOWABLE | FILL | ......................................................................................................................... |
DIVISION 32 – EXTERIOR IMPROVEMENTS
| 32 | 12 | 16 | ASPHALT | PAVING | ...................................................................................................................... | |||
| 32 | 15 | 43 | STABILIZED | AGGREGATE | PATHWAYS | ............................................................................... | ||
| 32 | 16 | 13 | CONCRETE | CURBS, | GUTTER | AND | SIDEWALKS | ................................................................ |
| 32 | 17 | 23 | PAVEMENT | MARKINGS | ............................................................................................................ |
01 00 00 - 7
32 91 19.13 TOPSOIL PLACEMENT AND GRADING
DIVISION 33 – UTILITIES
| 33 | 05 | 13 | MANHOLES | AND | STRUCTURES | ............................................................................................. | ||
| 33 | 12 | 13 | WATER | SERVICE | CONNECTIONS | .......................................................................................... | ||
| 33 | 13 | 00 | DISINFECTING | OF | WATER | UTILITY | DISTRIBUTION | ..................................................... |
| 33 | 31 | 00 | SANITARY | UTILITY | SEWERAGE | PIPING | ............................................................................ | |
| 33 | 32 | 16 | PACKAGED | UTILITY | WASTEWATER | PUMPING | STATION | ........................................... |
| 33 | 34 | 00 | SANITARY | UTILITY | SEWERAGE | FORCE | MAINS | ............................................................... |
DIVISION 34 – TRANSPORTATION
(NOT USED)
DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION
(NOT USED)
DIVISION 40 – PROCESS INTEGRATION
| 40 | 05 | 13 | COMMON | WORK | RESULTS | FOR | PROCESS | PIPING | .......................................................... | ||
| 40 | 05 | 13.13 | STEEL | PROCESS | PIPING | ........................................................................................................... | |||||
| 40 | 05 | 13.19 | STAINLESS | STEEL | PROCESS | PIPING | .................................................................................... | ||||
| 40 | 05 | 13.53 | DUCTILE, | MALLEABLE, | AND | CAST | IRON | ALLOYS | PROCESS | PIPING | ......................... |
| 40 | 05 | 13.73 | PLASTIC | PROCESS | PIPING | ...................................................................................................... | |||||
| 40 | 05 | 23 | COMMON | WORK | RESULTS | FOR | PROCESS | VALVES | ......................................................... | ||
| 40 | 05 | 23.12 | BALL | VALVES | .............................................................................................................................. | ||||||
| 40 | 05 | 23.15 | GATE | VALVES | .............................................................................................................................. | ||||||
| 40 | 05 | 23.18 | BUTTERFLY | VALVES | ................................................................................................................. | ||||||
| 40 | 05 | 23.21 | PLUG | VALVES | .............................................................................................................................. | ||||||
| 40 | 05 | 23.24 | CHECK | VALVES | ........................................................................................................................... | ||||||
| 40 | 05 | 23.72 | MISCELLANEOUS | PROCESS | VALVES | ..................................................................................... | |||||
| 40 | 05 | 29 | HANGERS | AND | SUPPORTS | FOR | PROCESS | PIPING | AND | EQUIPMENT | ....................... |
| 40 | 05 | 48 | VIBRATION | AND | SEISMIC | CONTROLS | FOR | PROCESS | PIPING | ..................................... | |
| 40 | 05 | 53 | IDENTIFICATION | FOR | PROCESS | PIPING | ............................................................................ | ||||
| 40 | 23 | 19 | PROCESS | PLANT | WATER | PIPING | ......................................................................................... |
DIVISION 41 – MATERIALS PROCESSING AND HANDLING EQUIPMENT
41 22 23 BRIDGE CRANE SYSTEM AND HOISTS
DIVISION 42 – PROCESS HEATING, COOLING, AND DRYING EQUIPMENT
(NOT USED)
| DIVISION | 43 | – | PROCESS | GAS | AND | LIQUID | HANDLING, | PURIFICATION, | AND |
| STORAGE | EQUIPMENT |
43 05 10 COMMON WORK RESULTS FOR GAS HANDLING EQUIPMENT
01 00 00 - 8
| 43 | 05 | 20 | COMMON | WORK | RESULTS | FOR | LIQUID | HANDLING | EQUIPMENT | ............................ |
| 43 | 11 | 33 | ROTARY | POSITIVE | DISPLACEMENT | BLOWERS | ............................................................... | |||
| 43 | 21 | 13 | CENTRIFUGAL | LIQUID | PUMPS | .............................................................................................. | ||||
| 43 | 21 | 36 | POSITIVE | DISPLACEMENT | LIQUID | PUMPS | ....................................................................... | |||
| 43 | 21 | 39 | SUBMERSIBLE | LIQUID | PUMPS | .............................................................................................. | ||||
| 43 | 22 | 17 | SUBMERSIBLE | LIQUID | MIXER | ............................................................................................... |
DIVISION 44 – POLLUTION CONTROL EQUIPMENT
44 10 00 BI‐POLAR IONIZATION ODOR CONTROL SYSTEM
DIVISION 45 – INDUSTRY – SPECIFIC MANUFACTURING EQUIPMENT
(NOT USED)
DIVISION 46 – WATER AND WASTEWATER EQUIPMENT
| 46 | 05 | 13 | COMMON | MOTOR | REQUIREMENTS | FOR | WATER | AND | WASTEWATER | |
| EQUIPMENT | ................................................................................................................................. | |||||||||
| 46 | 05 | 48 | VIBRATION | AND | SEISMIC | CONTROLS | FOR | WATER | AND | WASTEWATER |
| EQUIPMENT | ................................................................................................................................ | |||||||||||||||||
| 46 | 05 | 53 | IDENTIFICATION | FOR | WATER | AND | WASTEWATER | EQUIPMENT | ............................ | |||||||||
| 46 | 05 | 90 | MISCELLANEOUS | WATER | AND | WASTEWATER | EQUIPMENT | ..................................... | ||||||||||
| 46 | 21 | 75 | PERFORATED | PLATE | MECHANICAL | SCREEN | ................................................................... | |||||||||||
| 46 | 36 | 33 | VOLUMETRIC | FEED | EQUIPMENT | ......................................................................................... | ||||||||||||
| 46 | 51 | 21 | COARSE | BUBBLE | DIFFUSERS | ................................................................................................. | ||||||||||||
| 46 | 51 | 23 | FINE | BUBBLE | DIFFUSERS | ....................................................................................................... | ||||||||||||
| 46 53 | 49 | MEMBRANE | BIOREACTOR | v5 | ................................................................................................ | |||||||||||||
| MBR | PERFORMANCE | QUESTIONNAIRE | AND | LIFE | CYCLE | COST | ANALYSIS | FORMS |
DIVISION 48 – ELECTRICAL POWER GENERATION
(NOT USED)
GRTE -149677 - WWTP 01 10 00 - 1
021915 CONTRACT MODIFICATION PROCEDURES
SECTION 01 10 00 – CONTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. The work of this section consists of administrative and procedural requirements for contract modifications.
1.2 DEFINITIONS AND ALLOWANCES
A. Home Office Overhead: Those costs incurred in support of all of a contractor’s projects and not attributable to a specific job. The cost for home office overhead is only allowed as a percentage of all direct work excluding profit. The following items represent allowable home office overhead costs identified in Part 31 of the Federal Acquisition Regulation (FAR):
1. Rent
2. Utilities
3. Furnishings
4. Office equipment
5. Executive and management staff not exclusively assigned to the project
6. Support, accounting, and administrative staff
7. Preparation of cost proposals, estimating, and schedule analyses connected with
Modifications
8. Estimating and preconstruction services
9. Mortgage costs
10. Real estate and corporate taxes
11. Automobile maintenance and travel costs for home office personnel
12. Home office insurances i.e. structure, automotive, umbrella, flood, etc.
13. Depreciation of equipment and other assets
14. Home office supplies (paper, staples, etc.)
15. Legal services
16. Accounting and data processing
17. Professional fees/registration
B. General Conditions (Field Office Overhead): Management and administrative costs incurred on site for the designated project. Costs associated with the preparation of modifications will not be allowed. The costs for these items are to be included only in the general conditions of the modification estimate. Only in the case of a contract time extension are additional general conditions included in modifications. The following items, if applicable, are considered allowable costs for calculating General Conditions:
1. Project Manager, Assistant Project Manager
2. Superintendent, Assistant Superintendent
3. Quality Control, Safety Officer, Environmental Manager, etc.
4. Engineers
5. Travel, lodging, and per diem (as established by Federal Travel Regulations)
GRTE -149677 - WWTP 01 10 00 - 2
6. Scheduling
7. Field Office Trailers and associated temporary utilities
8. Field office supplies
a. Mailing and couriers
b. Reproduction costs
c. Storage
d. Phones
e. Computers
f. Copiers
9. Personal vehicles i.e. Superintendent Pickup trucks
C. General Requirements: These are costs directly associated with the project and are necessary to perform the actual work of the modification. These costs shall be shown as direct costs in the estimate. The following items, if applicable, are considered allowable costs for calculating General Requirements:
1. Hoisting
2. Material handling
3. Temporary fencing
4. Port-a-lets
5. Trash removal, dumpsters
6. Barricades
7. Small tools
8. Safety supplies
9. Scaffolding
10. Daily cleaning
11. Traffic control
12. Temporary signage
13. Temporary heating and power
D. Personnel Costs: Costs included in the modification must only be for General Conditions staff and workers actually present and working on the project site. Modification costs for salaried workers are only allowed within the structure of a 40 hour week and no overtime or holiday pay will be allowed.
1. Worker Hourly Rates are costs directly associated with the individual worker and consist of the following:
a. Base Rate: This is the hourly rate paid directly to the worker
b. Labor Burden: Employer payments of all applicable burdens, this includes insurance and taxes that the business must pay on behalf of the worker to government entities and educational forums , such as:
1) Social Security
2) Medicare
3) Workers Compensation– Policy and company calculation to be made available.
4) FUTA– Cap Rate and percentage to be proportionally allocated over one year.
5) SUTA– Cap Rate and percentage to be proportionally allocated over one year.
GRTE -149677 - WWTP 01 10 00 - 3
6) Union agreement costs – Other costs required under an enforceable collective bargaining agreement.
c. Fringe Benefits: Various non-wage compensations provided to employees such as:
1) Health Care Insurance Premiums
2) Cell Phone
3) Clothing
4) 401K and Pensions
5) Vehicle allowances
6) Gas allowance
7) Life insurance premiums
8) Disability insurance
9) Other Fringe Benefits required under an enforceable collective bargaining agreement
E. Bonuses or Deferred Compensation: No Bonus or Deferred Compensation will be allowed within any components of pricing including Home Office Overhead, General Conditions, General Requirements, Hourly Worker Rates, or the direct costs of work.
F. General Liability Insurance: An insurance policy that protects the contractor from claims resulting from bodily injury or property damage to a third party. Include this as a separate line item within all modification proposals and provide a current insurance quote upon request.
G. Performance and Payment Bonds: A performance bond is a surety bond issued by an insurance company or bank to guarantee satisfactory completion of a project. The Payment Bond guarantees that the contractor will pay the labor and material costs they have incurred. Banks and Insurance companies charge a premium for each individual project based on a sliding scale which relates to the size of the project. Include this as a separate line item in modification proposals and provide current company bonding rates upon request.
H. Builder’s Risk Insurance: This covers the contractor’s loss due to fire, high winds, or other natural forces. This is not reimbursed by the National Park Service (NPS) and shall not be included in modification proposals.
1.3 MODIFICATION PROPOSAL PRICING REQUIREMENTS
A. General:
1. Your proposal must be received in the format and within the time frame specified in the Request for Proposal letter. Costs or delays resulting from failure of contractor to submit within the time frame specified will not be compensable.
2. The proposal must be detailed with itemized lists of equipment, materials, labor, production rates, overhead, profit, and bond markup for each item. Labor costs must be itemized by craft and hourly rate, including Fringe Benefits and Labor Burden. If the costs of Fringe Benefits and Labor Burden are not itemized, it is assumed that that they are included in the hourly rate shown, or contractor is not requesting reimbursement. Contractor may utilize the government provided Contractor Estimate http://en.wikipedia.org/wiki/Employee http://en.wikipedia.org/wiki/Surety_bond http://en.wikipedia.org/wiki/Insurance http://en.wikipedia.org/wiki/Bank http://www.nps.gov/dscw/publicforms.htm#ct
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Form, or their own form, provided that it contains the same information and level of detail as the Gov’t provided form.
3. Requests for extensions of contract time as a result of this change must be justified with a Time Impact Analysis (TIA). Refer to Division 01 Specification, “Construction Schedule”, for time impact analysis requirements. TIA and associated costs must be received with the proposal by the date shown within the Request for Proposal letter.
Contractor’s failure to submit within the specified time frame will be construed as the Contractor waiving the right for additional time and no time extension will be allowed.
4. All supporting documentation used to justify the proposed modification will be made available to the Contracting Officer upon request.
5. Contractor must review and approve all subcontractor/supplier pricing in detail for proper format, scope, production rates, and pricing prior to submission to the NPS.
All delay costs associated with not reviewing and approving subcontractor/supplier pricing will be borne by the Contractor.
6. All pricing and production rates within the estimate must be based on fair and reasonable pricing and cannot include built-in contingency.
B. Labor:
1. Contractor shall estimate the cost of labor by itemizing each craft involved, indicating worker hourly rate (base rate + labor burden + fringe benefits) for each and itemizing the hours required for each craft that will be directly engaged in modification work.
Any work proposed that will require overtime work or premium pay shall be itemized separately. All rates shall be in accordance with the Davis-Bacon Act as incorporated herein. Labor Burden may include payroll taxes, Social Security, unemployment insurances, workers compensation insurance, FICA, FUTA, and other direct costs resulting from Federal, State or local laws.
2. Itemize labor costs for equipment operators separate from equipment costs.
3. The labor cost for foremen shall only be costs for related work required for the modification.
C. Materials:
1. The estimated cost for materials shall include quotes from multiple sources. Material prices must include all applicable fees and credits, including but not limited to, sales tax, freight and delivery charges, and tax rebates.
2. No markup shall be applied to any material provided by the NPS.
D. Equipment:
1. Equipment used for the project must be appropriately sized for the work being performed.
2. Do not include costs for “miscellaneous tools and equipment”, in your proposal for a replacement value of $500 or less. Costs shown in excess of $500 must be broken out separately.
3. Regardless of ownership, the rates to be used in determining equipment rental costs shall be the lowest cost from one of the following sources:
a. U.S. Army Corps of Engineers , Ownership and Operating Expense Schedule (use latest edition and applicable region)
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b. Construction Blue Book
c. Local equipment rental rates, documented by actual invoice charges, or itemized vendor quotes.
4. The estimated equipment rates shall include the operating costs of all fuel, oil, lubrication, supplies, small tools, necessary attachments, ground engaging components, tires & tracks, routine repairs and maintenance (cost of major repair and overhaul is not allowed per FAR 31.105(d)(2)), depreciation, storage, insurance, and all incidentals. Mobilization, if applicable, may be included for equipment solely used on the modification work but must be listed separately.
5. Estimate the full rate for equipment only for the duration that the equipment will be utilized to accomplish the work of the modification.
6. Standby unit rates used are to be in accordance with paragraph 1.3, D, 2, above. If the US Army Corp of Engineers is utilized then their standby rates prevail. If Bluebook or local equipment pricing is accepted, then ½ of the equipment costs minus any operating costs, major repair and overhaul will be accepted.
7. If equipment is in standby mode due solely to a documented NPS delay, the established standby rate shall apply from the first day of the delay.
8. Equipment that is not used and on the jobsite for up to five consecutive days may be classified at standby rates, provided that the equipment is or has been used solely to perform work on the modification and will be necessary to complete additional modification work. Equipment that is still on the jobsite but not in use after five consecutive days will not be considered in the modification pricing.
9. Requests for compensation for equipment stand by time must be justified, documented and itemized separately.
10. The estimated timeframe (daily, weekly, monthly) for use of the equipment must reflect the lowest cost to the Government.
E. Establishment and Application of Overhead and Profit Percentages:
1. Home Office Overhead and Profit (OH&P) shall be applied to direct costs only. Profit shall not be applied to overhead amounts; and overhead shall not be applied to profit.
Home office overhead shall contain only allowable, allocable, and reasonable costs per the contract documents and FAR Part 31. Profit percentages are based on risk factors found in FAR Part 31which have been applied to the specific type of work included in this project. The following percentages establish the maximum allowable markups (OH&P) for contractor self-performed work:
Overhead………………10% Profit……………..……6.4%
2. Total aggregate limit of markup (OH&P) for contractor and subcontractors on modification work shall not exceed 25%. The NPS will not be responsible for allocation of percentages between contractor and subcontractors at any tier.
3. If contractors form a partnership, than the partnership may only receive home office overhead and profit in the same amount as an individual contractor (refer to par 1.3,E,1 above). It is the responsibility of the partners to decide on the division of revenue.
4. Combined Increases and Decreases: On proposals involving both increases and decreases in the Contract Price, the overhead and profit mark-ups are required on the net increases and deducted on net decreases.
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5. At no time can profit be calculated on Overhead or itself, it must be calculated on direct costs of work only.
PART 2 - PRODUCTS
PART 3 - EXECUTION
END OF SECTION 011000
GRTE – 149677 – WWTP 01 11 00 - 1
021915 SUMMARY OF WORK
SECTION 01 11 00 - SUMMARY OF WORK
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Work covered by the Contract Documents.
2. Work phases.
3. Work under other contracts.
4. Contractor use of premises.
5. Public use of site.
6. Occupancy requirements for buildings.
7. Work Restrictions.
8. Special Construction Requirements.
9. Protection of Parks and Public Lands.
10. Soils Investigation Report.
11. Additional Reports.
1.2 WORK COVERED BY CONTRACT DOCUMENTS
A. Project Location: Grand Teton National Park, Moose, Wyoming. Street address is 101 Albright Loop.
B. The Work consists of the following:
1. The Work includes construction of a new 60,000 gpd membrane biological reactor type of activated sludge wastewater treatment plant, new 4 inch diameter HDPE raw sewage force main, 8 inch diameter PVC gravity sewer, 3 inch diameter HDPE treated water force main, necessary appurtenances for a complete wastewater treatment facility, and the demolition of the existing Moose wastewater treatment plant when the new facilities are completed and operational.
C. Project will be constructed under a single prime contract.
1.3 WORK PHASES
A. The Work shall be conducted in ten(10) phases in the following order, with each phase substantially complete before beginning the next phase:
1. Phase 1: Coordinate installation of the new WWTP transformer and buried electrical for the temporary lift station location.
2. Phase 2: Submit for approval a plan for temporary dewatering of excavations to the Contracting Officer (CO). Install approved temporary dewatering system to lower the groundwater table within areas of excavation. Groundwater readings are provided on
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Sheet C1 of the drawings for the Contractor’s benefit. The groundwater dewatering system shall be fully operational and found effective in lowering groundwater levels below bottom elevations of proposed excavations prior to commencing with subsequent phases.
3. Phase 3: Install the temporary lift station, the sewer force main bypass and connect to the existing WWTP force main. Install lift station during periods of low groundwater to minimize dewatering. Work of this phase shall be substantially complete and lift station tested and accepted for operation prior to the start of the next phase.
4. Phase 4: Construct new gravity sewers to divert flows from the existing lift station to the new lift station. Demolish and remove the old lift station in preparation for excavation of the new WWTP. Work of this phase shall be substantially complete prior to the start of the next phase.
5. Phase 5: Construct the new WWTP including all exterior site utilities and equipment.
WWTP effluent, water service, electrical, and communications. Excavation, foundation and wall construction, water tightness testing and backfill operations should take place during periods of low groundwater to minimize dewatering. Install new WWTP and Park SCADA systems. Work of this phase shall be substantially complete prior to the start of the next phase.
6. Phase 6: Complete the changeover from the old WWTP to the new WWTP by diverting flows from the temporary lift station into the new WWTP. Work with Park Staff to transfer seed (activated sludge biomass) from the existing to the new WWTP and establish biological treatment within the new facility. Commission equipment and test operations and treatment processes.
7. Phase 7: Complete the connections of the Craig Thomas Discovery and Visitor Center sewer force main and IT Office pressure sewer to the new gravity sewer south of the Park GTA building. Subsequent to completing connections, the new WWTP shall be fully operational and compliant with the WDEQ UIC Permit plant discharge limits for a period of 30 days prior to submitting the notice and schedule for demolition described in Phase 9, below. Work of this phase shall be substantially complete prior to the start of the next phase.
8. Phase 8: Complete final connection requirements for the new WWTP effluent force main to the existing line located near the north boundary of the Moose Campus. Replace valves in the existing distribution manhole at the existing leach field site.
9. Phase 9: Salvage any equipment identified in Section 02 41 16 – Structure Demolition, and demolish and remove the existing water lab building, WWTP, biosolids storage tank, and temporary lift station. Stockpile/store salvaged items in Moose at the direction of the CO. Contractor shall submit a notice and schedule for demolition work 30 days prior to completing Work of this phase. The notice and schedule shall be submitted after the Work described in Phases 6, 7 and 8 is complete. Work of this phase shall be substantially complete prior to the start of the next phase.
10. Phase 10: Complete final site surface restoration and cleaning at, or near, project completion.
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1.4 WORK UNDER OTHER CONTRACTS
A. General: Cooperate fully with separate contractors so work on other contracts may be carried out smoothly, without interfering with or delaying work under this Contract. Coordinate the Work of this Contract with work performed under separate contracts at or near the Project Site.
B. NPS Future Work: Government will complete the following additional work to be performed at site after Substantial Completion. Completion of that work will depend on successful completion of preparatory work under this Contract.
1. Moose WWTP Seeding and Reclamation: GRTE NPS Staff will complete final site revegetation and landscaping, including soil prep, seeding, mulching, planting and weed control of disturbed areas within the project area of this Contract.
1.5 CONTRACTOR USE OF SITE
A. General: Contractor shall have limited use of the site for construction operations. Limit use of premises to areas within the construction limits indicated on the drawings. Do not disturb portions of Project site beyond areas in which the Work is indicated. Construction limits are defined by the “Limit of Disturbance” boundary shown in the Construction Drawings.
B. Coordinate with CO and Park Staff to minimize disruption of normal Park activities. Inform construction workers and supervisors about the special sensitivity of Park values, regulations, and appropriate housekeeping.
C. Maximize the use of previously disturbed areas for staging and stockpile areas to minimize ground disturbance.
D. Storage of Materials: Confine storage of materials to Contractor Staging Area shown on the drawings.
E. Preservation of Natural Features:
1. Prevent damage to natural surroundings located outside construction limits. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.
2. Obtain permission from the CO for tree removal within the construction limits.
3. Provide temporary barriers to protect existing trees and plants and root zones.
4. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with Contracting Officer and remove agreed-on roots and branches that interfere with construction.
5. Do not fasten ropes, cables, or guys to existing trees.
6. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.
F. Driveways and Entrances: Keep driveways, parking lots, and roadways serving premises clear and available to Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials unless otherwise indicated or approval is given.
1. Schedule deliveries to minimize use of driveways and entrances.
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2. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.
G. Construction Camp: Establishment of a camp within the park will not be permitted.
H. Hauling Restrictions: Comply with all legal load restrictions in the hauling of materials. Load restrictions on Park roads are identical to the state load restrictions with such additional regulations as may be imposed by the Park Superintendent. Information regarding rules and regulations for vehicular traffic on park roads may be obtained from the Office of the Park Superintendent. A special permit will not relieve Contractor of liability for damage which may result from moving of equipment.
1.6 PUBLIC USE OF SITE
A. Contractor shall at all times conduct his operations to ensure the least inconvenience to the public.
All traffic on Park Roads must be permitted to pass. If excavation, backfill, or paving operations require a temporary closure of a street, the Contractor shall route traffic on a clearly signed and marked detour. The Contractor will be required to place and maintain signs for all detours.
B. Implement measures to reduce adverse effects of construction on visitor health and safety.
C. The Contractor shall submit a written traffic control plan for approval by the Contracting officer.
The traffic control plan shall be approved at least one week prior to the scheduled closures. Comply with requirements specified in Section 01 55 26 - Traffic Control.
1.7 OCCUPANCY REQUIRMENTS FOR BUILIDINGS
A. Existing Buildings
1. Full Government Occupancy: Government will occupy buildings adjacent to the construction during the entire contract period. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with Government's day-to-day operations. Maintain existing exits, unless otherwise indicated.
a. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the CO.
B. New Buildings
1. Government Occupancy of Completed…
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